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6922 (2)PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES CITY OF ENCINITAS A� ENCINITAS SANITARY DISTRICT w No PLANS FOR THE CONSTRUCTION OF � OLIVENHAIN SEWER PUMP STATION app IMPROVEMENT PROJECT M SHEET INDEX 76 VALLEY �kHENSHAVV IAKE - SHT DWG TITLE SHT DWG TITLE CENTER NO NO NO NO NVISTA ��— OCEANSIDE 5 PROJECT 1 G1 TITLE, VICINITY MAP AND DRAWING INDEX 31 M1 PUMP STATION PLAN AT EL. +20.15' 78 s 2 G2 ABBREVIATIONS 32 M2 PUMP STATION PLAN AT EL. - 14.00' SA WOH ° CARLSBAD RD 3 G3 CIVIL, GENERAL SYMBOLS, CONSTRUCTION NOTES 33 M3 PUMP STATION SECTIONS MAR LOCATION �t^ ESCONDIDO SUiHERIANO 4 G4 PIPING SYMBOLS, NOTES AND SCHEDULE 34 M4 PUMP STATION SECTIONS � RESERVOIR SANTA O LL w Q 35 M5 PUMP STATION SECTIONS \G� / URC06 ANN\ > fy A YSABEL 36 M6 HVAC PLANS, SECTION AND DETAILS y �� w p I' z / yP LEUCADIA l 1 78 38 M8 PIPE SUPPORT DETAILS \�N�` 9 it LuLI 6 9:1 EXISTING SITE AND PSM06ITIGN P6AN AND MITIGATION M&AGWRES 37 M7 MECHANICAL JULIAN 7 C1 SITE PLAN y o 39 E1 ELECTRICAL LEGEND G� ! Lu U ' P ENCINITAS RoocES 8 C2 GRADING AND PAVING PLAN y v Y w ('FOJ ECT v e s7 RAMONA 40 E2 SINGLE LINE DIAGRAM, MAIN SWITCHBOARD AND MCC -A ELEVATIONS 9 C3 YARD PIPING PLAN 41 E3 ELECTRICAL SITE PLAN / SITE / CARDIFF BY CUYAMACA < <- G THE SEA RANCHO © RESERVOIR \\ 10 C4 PIPING PROFILES � SANTA EE RANCHO D EGO PIPING PRQF' F!8 42 E4 PUMP STATION POWER PLANS / SOLANA BERNARDO '�Fi BEACH 12 C6 CIVIL DETAILS 43 E5 PUMP STATION SIGNAL PLANS DELMAR 5 POWAY 79 44 E6 PUMP STATION LIGHTING PLANS 9�i QJ� 3050 MANCHESTER AVE. PENASQUITOS 13 Al FLOOR PLANS AT EL. -14.00 AND EL. +20.15 "`- 45 E7 PUMP STATION ROOF PLAN AND SCHEDULES ENCINITAS, CA. 92007 PACIFIC VICEN E ELCAPITAN B1G 14 A2 BUILDING SECTION AND ROOF PLAN 46 E8 ELEMENTARY DIAGRAMS CO REBERV R RESERVOIR r LAONNA 15 A3 BUILDING ELEVATIONS 15 MIRAMAR IAKE 47 E9 ELECTRICAL DETAILS LAKESIDE co T�(T 16 A4 DOOR AND FINISH SCHEDULE 101 OCEAN LA JOLLA O SANTEE 87 DESCANSO 17 A5 BUILDING DETAILS 48 1 1 INSTRUMENTATION LEGEND PACIFIC \ \ \ © ALPINE 18 S1 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTION AND TESTING AND ABBREVIATIONS 49 1 2 PROCESS AND INSTRUMENTATION DIAGRAM - PUMP STATION 7� T 74 19 S2 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS I 50 13 PROCESS AND INSTRUMENTATION DIAGRAM - ` l IE,:''C, ".L r`rn cv�_o__9T-UA OCE,AlV PACIFIC BEACH PINE 51 14 INSTRUMENTATION DETAILS KW LID IMen NLIk iMS 5 0 E CAJON VALLEY 20 S3 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS II RIVER ..«- V 52 15 SCADA BLOCK DIAGRAM N MISSION BEACH a 21 S4 STRUCTURAL CONCRETE UNIT MASONRY NOTES AND TYPICAL DETAILS LOVEIAND LA RESERVOIR \ SAN MESA s 22 S5 STRUCTURAL GALVANIZED STEEL STAIR TYPICAL DETAILS 53 L1 LANDSCAPE CONSTRUCTION PLAN \ OCEAN BEACH o 94 DIEGO 23 S6 PUMP STATION FOUNDATION AND FLOOR PLANS 54 L2 IRRIGATION LEGEND AND NOTES 24 S7 PUMP STATION ROOF FRAMING PLAN 55 L3 IRRIGATION NOTES ✓ � � l MORENA POINT NATIONAL RESERVOIR 25 S8 PUMP STATION SECTIONS 56 L4 IRRIGATION PLAN LoMA CITM SWEE WA ER m 54 RESERVOIR BARREIT 26 S9 PUMP STATION SECTIONS 57 L5 IRRIGATION DETAILS I ENP m SPNS P HEt coROnlaoo AKE 27 S10 EMERGENCY STORAGE BASIN FOUNDATION PLAN 58 L6 IRRIGATION DETAILS II 0) 75 \CHU VISTA 94 28 S11 EMERGENCY STORAGE BASIN ROOF DECK PLAN 59 L7 IRRIGATION DETAILS III LOWER 29 S12 EMERGENCY STORAGE BASIN SECTIONS 60 L8 PLANTING LEGEND AND NOTES IO °Rea 30 S13 STRUCTURAL DETAILS CAMPO 61 L9 PLANTING PLAN o IMPERIAL TECATE - - -- 62 L10 PLANTING DETAILS N 0 5 10 MILES _ 63 -� TI']n CCII� /'•/11JTOA1 P6 AN CTn!]C A _ N BEACH - LOCATION MAP (APPROX) — 64 TG2 TonFFIG GONTRI9 PI =AN &Tn GFn0 TIJUANA M E I C O SCALE: N.T.S. CODE STATEMENT DECLARATION OF RESPONSIBLE CHARGE DECLARATION OF RESPONSIBLE CHARGE < w VICINITY MAP THE PLANS OF THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CURRENT 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS CODES, AS OF THE FIRST DAY OF 2010: HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS A) THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, 2006 INTERNATIONAL BUILDING CODE (IBC) AND THE 2007 CALIFORNIA DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AMENDMENTS. B) THE 2007 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADOPTS THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY DEFERRED SUBMITTAL STATEMENT 2005 NATIONAL ELECTRICAL CODE (NEC) AND THE 2007 CALIFORNIA THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF AMENDMENTS. ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE IN ACCORDANCE WITH THE 2007 CBC SECTION A106.3.4.2 SUBMITTAL DOCUMENTS C) THE 2007 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR THE 2006 UNIFORM MECHANICAL CODE (UMC) AND THE 2007 CALIFORNIA DESIGN. ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE AMENDMENTS. KENNEDY JENKS CONSULTANTS BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN D) THE 2007 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 10920 VIA FRONTERA, SUITE 110 GARBINI & GARBINI LANDSCAPE ARCHITECTURE REVIEWED AND THAT THE ENGINEER OF RECORD HAS FOUND THEM TO BE IN 2006 UNIFORM PLUBING CODE (UPC) AND THE 2007 CALIFORNIA SAN DIEGO, CA 92127 (858) 676 -3620 715 "J" STREET, SUITE 307 GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AMENDMENTS. �! SAN DIEGO, CA CIA 9210,1'y619) 232 4747, FAX (619) 232 4510 a SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL E) THE 2007 EDITION OF THE CALIFORNIS FIRE CODE (CFC) ADOPTS THE 2006 BY: "--- - - - - -� �c% / H DATE: /Z ° l� �v BY: �I'V �C�JCii�� -J� DATE: 12" (D I G o DOCUMENTS HAVE BEEN APROVED BY THE BUILDING OFFICIAL. THE FOLLOWiNG ' INTERNATIONAL FIRE CODE (IFC) AND THE 2007 CALIFORNIA AMENDMENTS. Call beforo you Dap VERIFY SCALES ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: F) THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. y RICE NO.: O � 7 EXP. DATE: (Z • 3 i • I I p, 5 ^; I — 1 cxt7er Avoid cutting underground RLA NO.: Z I HIV EXP. DATE: 41--iL utility lines. Its costly. BAR IS ONE INCH ON 1. DRAWINGS AND STRUCTURAL CALCULATIONS FOR EQUIPMENT ANCHORAGE 00 Call ORIGINAL DRAWING IN ACCORDANCE WITH SPECIFICATION SECTION 01190 0 ®Q fESBa ®� c 0 ®1�� OFE S /p Mo IF NOT ONE INCH ON COUNTY OF SAN DIEGO ER: 577 T �p.T q m° OR THIS SHEET, ADJUST RECORD DRAWING SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGUITO WATER DISTRICT Department of Environmental Health OWN EXP °L 3°-Ik FAA 1- 800 - 227 -2600 SCALES ACCORDINGLY DEH CONTROL THESE RECORD DRAWINGS HAVE BEEN PREPARED Land and Water Quality Division City Of EriClnitaS Kennedy/Jenks /Jenks Consultants BASED ON INFORMATION PROVIDED BY THE � No. c2aos�� m 0 �/ 2984 is for Dual Plumbing / 505 South Vulcan Avenue `p�q cC I� �� EXC'v\� " o �OF AL \EO is * 1 10920 Via Frontera, Suite 110 CONTRACTOR, AND OTHERS, IN ORDER TO 2985 is for Irrigation `- '�"— ?-�S�d Encinitas, CA 92024 -3633 — - sgl`P San Diego, California, 92127 DOCUMENT ACTUAL CONSTRUCTED CONDITIONS OF /to /�/•1/O '� Date ob is 13 FpFCAU� 3 THE FACILITIES. X �� GLENN LEEKS (760) 633 -2600 12 0 (858)-676-3620 0887113 P1t0 BY DA APPROVED BY DATE Environmental Health Specialist 13 I� o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C. YOUNG RL.MARX BY I CHECKED B. THOMAS APPROVALS CITY OF ENCINITAS DRAWING NO. v V1 LID G z�'•Ig THE BENCHMARK FOR THISSU VEYIS THE CITY OFENCINITAS CA PLANS PREPARED UNDER SUPERVISION OF RECOMM AP VED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "104N AS SHOWN ON RECORD OF ;�,.`' . , J SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE ASSHOWN °- DATE ;December 9, 2010 BY: -/ - BY to HORIZONTAL : SEWER PUMP STATION IMPROVEMENT PROJECT V i�) LL SOUTHERLY EDGE CONCRETE LAB OF THE OLIVENHAIN PUMP "' O f LEROY BODAS PETER COTA ROBLES STATION, LOCATED ON THE NO TH SIDE OF MANCHESTER ' MATT A. TEBBETTS 024087 TITLE VICINITY MAP AND DRAWING INDEX s 610 AVE., 65 FEET WESTERLY OFT ECENTER OF THE AS SHOWN 'ti R.C.E. NO.' R.C.E. N0.2 12 R.C.E. NO. 52176 s NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL i - v .fi,.'' 7� 7" ENGINEER DATE: 72 �¢ So DATE: A 7V SHEET 1 OF 64 RF_CO�D nuAWIN(,� C• NoNNh, OL- 2S -2o13 ELEVATION = 34.664 NAVD 88 4` p. Encinitas EXP. 12/31/11 CITY DRAWING NO. CS -610 N OCEANSIDT CARLSBAD LEUCADIA j\ ENCINITAS CARDIFF BY THE SEA SOLANA BEACH DEL MAR PACIFIC OCEAN ENCINITAS SANITARY DISTRICT PLANS FOR THE CONSTRUCTION OF OLIVENHAIN SEWER PUMP STAT 76 VALLEY 76 L E CENTER HENSHAW VISTA PROJECT 78 G LOCATION SA p LANE MAR ESCONDIDO WnHEOaD SOTER - � \ 1 r \ /j „ RESERVOIR OIR /r LA JOLLA'\ PACIFIC BEACH 1 MISSION BEACH OCEAN BEACH POINT LOMA 0 5 10 MILES APPROX) TIJUANA VICINITY MAP °°w;�Ogu you VERIFY SCALES utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING k 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE JULIAN DIEGO EL CAPITAN RESERVOIR / COU: DESCANSO LOVEIAND RESERVOIR BARRETT LAKE MORENA RESERVOIR ME ICO DEFERRED SUBMITTAL STATEMENT BIG C IN ACCORDANCE WITH THE 2007 CBC SECTION A106.3.4.2 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN REVIEWED AND THAT THE ENGINEER OF RECORD HAS FOUND THEM TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: 1. DRAWINGS AND STRUCTURAL CALCULATIONS FOR EQUIPMENT ANCHORAGE IN ACCORDANCE WITH SPECIFICATION SECTION 01190 IMPROVEMENT PROJECT SHEET INDEX SHT HODGES TITLE SHT DWG TITLE NO NO RANCHO NO NO SANTA FE RANCHO 1 G1 BERNARDO 31 M1 PUMP STATION PLAN AT EL. +20.15' POWAY G2 ABBREVIATION PENASQUITOS M2 PUMP STATION PLAN AT EL. - 14.00' SAN 33 M3 VICENTE 4 G4 RESERVOIR 34 MIRAMAR 75 PUMP STATION SECTIONS LAKESIDE 5 SANTEE PUMP STATION SECTIONS 67 6 a HVAC PLANS, SECTION AND DETAILS n 37 M7 E V CAJON I PLAN a M8 PIPE SUPPORT DETAILS LA C2 GRADING AND PAVING PLAN 0 39 MESA ELECTRICAL LEGEND 9 3 SAN 40 E2 SINGLE LINE DIAGRAM, MAIN SWITCHBOARD AND MCC -A ELEVATIONS 4 C ING PROFIL DIEGO E3 ELECTRICAL SITE PLAN NATIONAL -E5 PIPiNG PROFILES CITY 42 E4 sxEETWAreR 12 C6 54 RESERVOIR 43 CORONADO PUMP STATION SIGNAL PLANS 75 OR NS 14.00 AND +20.15 44 E6 CHU VISTA 14 A2 BUILDING SECTION AND ROOF PLAN LOWER E7 5 OTAY A3 BUILDING ELEVATIONS RES. IMPERIAL ELEMENTARY DIAGRAMS 16 BEACH DOOR AND FINISH SCHEDULE 47 0 5 10 MILES APPROX) TIJUANA VICINITY MAP °°w;�Ogu you VERIFY SCALES utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING k 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE JULIAN DIEGO EL CAPITAN RESERVOIR / COU: DESCANSO LOVEIAND RESERVOIR BARRETT LAKE MORENA RESERVOIR ME ICO DEFERRED SUBMITTAL STATEMENT BIG C IN ACCORDANCE WITH THE 2007 CBC SECTION A106.3.4.2 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN REVIEWED AND THAT THE ENGINEER OF RECORD HAS FOUND THEM TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: 1. DRAWINGS AND STRUCTURAL CALCULATIONS FOR EQUIPMENT ANCHORAGE IN ACCORDANCE WITH SPECIFICATION SECTION 01190 IMPROVEMENT PROJECT SHEET INDEX SHT DWG TITLE SHT DWG TITLE NO NO NO NO 1 G1 TITLE, VICINITY MAP AND DRAWING INDEX 31 M1 PUMP STATION PLAN AT EL. +20.15' 2 G2 ABBREVIATION 32 M2 PUMP STATION PLAN AT EL. - 14.00' RAL S LS, CO NOTES 33 M3 PUMP STATION SECTIONS 4 G4 PIPING SYMBOLS, NOTES AND SCHEDULE 34 M4 PUMP STATION SECTIONS 35 M5 PUMP STATION SECTIONS 6 M6 HVAC PLANS, SECTION AND DETAILS 37 M7 MECHANICAL DETAILS I PLAN 38 M8 PIPE SUPPORT DETAILS 8 C2 GRADING AND PAVING PLAN 0 39 E1 ELECTRICAL LEGEND 9 3 YA IPI LA t 40 E2 SINGLE LINE DIAGRAM, MAIN SWITCHBOARD AND MCC -A ELEVATIONS C ING PROFIL 41 E3 ELECTRICAL SITE PLAN 41- -E5 PIPiNG PROFILES Qj 42 E4 PUMP STATION POWER PLANS 12 C6 CIVIL DETAILS 43 E5 PUMP STATION SIGNAL PLANS OR NS 14.00 AND +20.15 44 E6 PUMP STATION LIGHTING PLANS 14 A2 BUILDING SECTION AND ROOF PLAN 45 E7 PUMP STATION ROOF PLAN AND SCHEDULES 15 A3 BUILDING ELEVATIONS 46 E8 ELEMENTARY DIAGRAMS 16 A4 DOOR AND FINISH SCHEDULE 47 E9 ELECTRICAL DETAILS 17 A5 BUILDING DETAILS 48 11 INSTRUMENTATION LEGEND 18 S1 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTION AND TESTING AND ABBREVIATIONS 49 12 PROCESS AND INSTRUMENTATION DIAG - PU STATION 19 S2 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS 1 50 13 PROCESS AND INSTRUMENTATION DIAGR M - BUILDING ALARMS 20 S3 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS II 51 14 INSTRUMENTATION DETAILS 21 S4 STRUCTURAL CONCRETE UNIT MASONRY NOTES AND TYPICAL DETAILS 52 15 SCADA BLOCK DIAGRAM 22 S5 STRUCTURAL GALVANIZED STEEL STAIR TYPICAL DETAILS A 23 S6 PUMP STATION FOUNDATION AND FLOOR PLANS 53 L1 LANDSCAPE CONSTRUCTION PLAN 24 S7 PUMP STATION ROOF FRAMING PLAN 54 L2 IRRIGATION LEGEND AND NOTES 25 S8 PUMP STATION SECTIONS 55 L3 IRRIGATION NOTES 26 S9 PUMP STATION SECTIONS 55 L4 IRRIGATION PLAN 27 S10 EMERGENCY STORAGE BASIN FOUNDATION PLAN 57 L5 IRRIGATION DETAILS I 28 S11 EMERGENCY STORAGE BASIN ROOF DECK PLAN 58 L5 IRRIGATION DETAILS II 29 S12 EMERGENCY STORAGE BASIN SECTIONS 59 L7 IRRIGATION DETAILS III 30 S13 STRUCTURAL DETAILS 60 L8 PLANTING LEGEND AND NOTES 61 L9 PLANTING PLAN Q 62 L10 ING S t CODE STATEMENT DE RATION OF RESPONSIBLE CHARGE THE PLANS OF THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CURRENT CODES, AS OF THE FIRST DAY OF 2010: A) THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2006 INTERNATIONAL BUILDING CODE (IBC) AND THE 2007 CALIFORNIA AMENDMENTS. B) THE 2007 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADOPTS THE 2005 NATIONAL ELECTRICAL CODE (NEC) AND THE 2007 CALIFORNIA AMENDMENTS. C) THE 2007 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS THE 2006 UNIFORM MECHANICAL CODE (UMC) AND THE 2007 CALIFORNIA AMENDMENTS. D) THE 2007 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 2006 UNIFORM PLUBING CODE (UPC) AND THE 2007 CALIFORNIA AMENDMENTS. E) THE 2007 EDITION OF THE CALIFORNIS FIRE CODE (CFC) ADOPTS THE 2006 INTERNATIONAL FIRE CODE (IFC) AND THE 2007 CALIFORNIA AMENDMENTS. F) THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. DEH CONTROL # 2984 is for Dual Plumbing 2985 is for Irrigation SAN ELIJO JOINT POWERS AUTHORITY REFERENCES DATE BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN APPROVED BY DATE City � rr, �. of t � Encinitas SAN DIEGUITO WATER DISTRICT APPROVED BY �T ION oil 1 PACIFIC OCEAN N I I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. KENNEDY JENKS CONSULTANTS 10920 VIA FRONTERA, SUITE 110 SAN DIEGO,, C/A 92127 (855888)) 676- 3c62200 BY: ��t�G" / '_�; / Y DATE: - is RCE NO.: 2" ] EXP. DATE: �2• �� -�3 COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division I GLENN LEEKS DATE Environmental Health PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE:December9,2010 BY MATT A. TEBBETTS R.C.E. NO.: C24087 EDWARD DEANE R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: Date APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: PERMIT NUMBER I I - CII RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE DJ\ >> W t I� LU 0 LU aRn_�FrT • • ZM 0 rn M W M O N v Q0 x w w Y LOCATION MAP SCALE: N.T.S. DECLARATION OF RESPONSIBLE CHARGE 0 1 HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 3 THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF o ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT r DESIGN. 17 SO GARBINI & GARBINI LANDSCAPE ARCHITECTURE o 715 "J" STREET, SUITE 307 SAN DIEGO, CA 92101 (619) 232 47 FAX (619) 232 -4510 C0I CJ�,I w� G„;. BY: DATE: Co C9 ' 4 � 17 RLA NO.: LI°! Q� EXP. DATE: 5 ' 3l -Ilj 0 M OWNER: '- City of Encinitas �w Zm„ RECORD DF These Record Drawings have been prepared ba: 505 South Vulcan Avenue ND. C 69577 contractor, and others, in order to document actu Encinitas, CA 92024 -3633 J EXP. 06 -30 -14 Q (760) 633 -2600 r9TF CIVII. �o�a` OF CAIN 06.04-13 CITY OF ENCINITAS WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT TITLE, VICINITY MAP AND DRAWING INDEX Do Ea OD 9 Do CD 0 0 formation provided by the v, ucted conditions of the facilities. .0 cc LL C m rn Is Is �. DRAWING NO. 1 Y 0 G1 Y SHEET 1 OF 64 ABBREVIATIONS & AND L ANGLE ± APPROXIMATELY @ AT Ili 0 CENTERLINE A DEFLECTION ° DEGREE = EQUALS CIRC FOOT > GREATER THAN " INCH 0 PHASE < LESS THAN # NUMBER % PERCENT 2X DOUBLE CONTAINED PIPE A AREA AB ANCHOR BOLT( -S) ABAN ABANDON ( -ED) ABS ABSOLUTE A.B.S. ACRYLONITRILE- BUTADIENE - STYRENE AC ACRE A.C. ASBESTOS CEMENT A/C ASPHALT CONCRETE ACOUS ACOUSTICAL ACT. ACTIVATE ADDL, ADDIT ADDITIONAL ADJ ADJUST(- ED, -MENT, -ABLE) ADJT ADJACENT ADWF AVERAGE DRY WEATHER FLOW AF ACRE -FEET AFD ADJUSTABLE FREQUENCY DRIVE AGG AGGREGATE AIR -CON AIR CONDITION ( -ER, -ING) AIRVAC AIR AND VACUUM VALVE AL, ALUM. ALUMINUM ALT ALTERNAT(- E, -IVE) ALTD ALTITUDE ANC ANCHOR ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX APPROXIMAT(- E, -LY) ARCH. ARCHITECT ( -URAL) ARV AIR RELEASE VALVE ASB ASBESTOS ASHRAE AMERICAN SOCIETY OF HEATING, CID REFRIGERATING & AIR CONDITIONING CPVC ENGINEERS ASPH ASPHALT ASST ASSISTANT ASTM AMERICAN SOCIETY FOR TESTING CTS AND MATERIALS ATM ATMOSPHERE (14.7 LB /IN SQ) AWG AMERICAN WIRE GAUGE AWWA AMERICAN WATER WORKS ASSOCIATION AUX AUXILIARY AVE AVENUE AVG AVERAGE AW AIR AND VACUUM VALVE BARM BARMINUTOR BC BEGINNING OF HORIZONTAL CURVE BCV BALL CHECK VALVE BD BOARD BE BLIND FLANGE BFP BACKFLOW PREVENTER BFV BUTTERFLY VALVE BHP BRAKE HORSEPOWER BID BIOFILTER BIOL BIOLOGICAL BITUM BITUMINOUS BL BUILDING LINE BLDG BUILDING BLK BLOCK( -S) BLKG BLOCKING BM BEAM B.M. BENCH MARK BOD 5 BIOCHEMICAL OXYGEN DEMAND (5 DAY) BOT BOTTOM BRG BEARING BS BLACK STEEL BSMT BASEMENT BTU BRITISH THERMAL UNIT BTWN BETWEEN BV BALL VALVE BVC BEGINNING OF VERTICAL CURVE °C DEGREES CELSIUS (CENTIGRADE) C CONDUIT CAB. CABINET CAV COMBINATION AIR VALVE CB CATCH BASIN CC CENTER TO CENTER CEM CEMENT CEN CENTRAL CF CUBIC FEET C43" befc o you °a° VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING lu 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CH CHAMBER CHAN CHANNEL CHEM CHEMI (- CAL, -STRY) CHKD CHECKERED CI CAST IRON CIP CAST IRON PIPE CIRC CIRCULA(- R, -TION) CIRCUM CIRCUMFERENCE CISP CAST IRON SOIL PIPE CKT CIRCUIT CL,0 CENTERLINE CL2 CHLORINE CLASS. CLASSIFICATION CLG CEILING CLOS CLOSET CLR CLEAR ( -ANCE) CM 3 CUBIC CENTIMETER CM 2 SQUARE CENTIMETER CM CENTIMETER CMC CEMENT MORTAR COATED CML CEMENT MORTAR LINED CML &C CEMENT MORTAR LINED & COATED CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS) CNTR COUNTER CNTRSK COUNTERSUNK CO CLEANOUT CO2 CARBON DIOXIDE C.O.D. CHEMICAL OXYGEN DEMAND COL COLUMN COMM COMMUNICATION COMP COMPRESSOR CONC CONCRETE COND CONDENSATE CONN CONNECT ( -S, -ION) CONST CONSTRUCT ( -ION) CONST JT,CJ CONSTRUCTION JOINT CONT CONTINU (- ED,- OUS,- ATION)' CONTR CONTRACTOR COORD COORDINATE COR CORNER CORR CORRUGATED COUP.,CPLG COUPLING CID CONTROLPANEL CPVC CHLORINATED POLYVINYL CHLORIDE C /S, CS CONSTANT SPEED CT COURT CTR CENTER CTS CATHODIC TEST STATION CV CHECK VALVE CW COLD WATER CWT ONE HUNDRED POUNDS CY CUBIC YARD D DRAIN DBL DOUBLE DEG DEGREE( -S) DEMO, (D) DEMOLISH DET, DTL DETAIL( -S) DF DOUGLAS FIR; DRINKING FOUNTAIN DGRM DIAGRAM DI DUCTILE IRON DIA DIAMETER DIAG DIAGONAL( -S) DIAPH DIAPHRAGM DIM. DIMENSION( -S) D.I.P., DIP DUCTILE IRON PIPE DIR DIRECTION DISCH DISCHARGE DIST DISTRIBUTION DN DOWN D.O. DISSOLVED OXYGEN DR DOOR DRG DOUBLE RUBBER GASKET JOINT DS DOWN SPOUT DUP DUPLEX DWG(S) DRAWING( -S) DWS DISTRIBUTOR WASHING SYSTEM E EAST EA EACH EC END OF HORIZONTAL CURVE ECC ECCENTRIC ECD EPDXY COATED EF EACH FACE; EXHAUST FAN EFFIC EFFICIENCY EFFL,EFF EFFLUENT EGL ENERGY GRADE LINE E.L. EPDXY LINED EL, ELEV. ELEVATION ELB, ELL ELBOW EL &C EPDXY LINED & COATED ELEC ELECTRIC ( -AL) ELEM ELEMENTARY EMERG EMERGENCY HR HOUR MV MUD VALVE PVI POINT OF VERTICAL INTERSECTION ENCL ENCLOSURE HRL HANDRAIL MW MONITORING WELL PVT POINT OF VERTICAL TANGENCY ENGR ENGINEER HTR HEATER N NORTH PWWF PEAK WET WEATHER FLOW ENTR ENTRANCE HVAC HEATING, VENTILATING & AIR CONDITIONING (N) NEW PVMT PAVEMENT EP EDGE OF PAVEMENT HVY HEAVY N/A NOT APPLICABLE PWR POWER EPA ENVIRONMENTAL PROTECTION AGENCY HW HOT WATER NAT G, NG NATURAL GAS Q. FLOW OR DISCHARGE EQ EQUAL ( -LY) HWD, HDWD HARDWOOD N.C. NORMALLY CLOSED TRANSV TRANSVERSE EQUAL. EQUALIZATION HWL HIGH WATER LEVEL NE NORTHEAST R RISER EQUIP. EQUIPMENT HWY HIGHWAY NEUT NEUTRAL R, RAD RADIUS EST ESTIMATE ( -D) HYD HYDRAULIC NF NEAR FACE RC REINFORCED CONCRETE ETC ET CETERA HZ HERTZ NGVD NATIONAL GEODETIC VERTICAL DATUM RCP REINFORCED CONCRETE PIPE EUC EUCALYPTUS I & C INSTRUMENTATION AND CONTROLS NIC NOT IN CONTRACT RD ROAD EXC EXCAVATE ID INSIDE DIAMETER N.O. NORMALLY OPEN REC RECEIVING EXH EXHAUSTER ( -S) IE INVERT ELEVATION NO. NUMBER RECIRC RECIRCULATE ION (- ' -ION) EXIST., (E) EXISTING I.F. INSIDE FACE NOM NOMINAL RED. REDUCE (- R ) EXP EXPANSION IN 3 CUBIC INCHES NORM NORMAL REF REFERENCE EXP JT EXPANSION JOINT IN 2 SQUARE INCHES NRS NON- RISING STEM (VALVE) REFR REFRIGERATOR EXT EXTERIOR IN INCH ( -ES) NT NORMALLY THROTTLED REG REGULAT( -E, -OR, -ION, -ING) EVC END OF VERTICAL CURVE NTS NOT TO SCALE REINF REINFORC( -E, -ED, -ING, -MENT) EW EACH WAY INFL, INF INFLUENT NV NEEDLE VALVE REL RELATIVE INSTR INSTRUMENT NW NORTHWEST REQD REQUIRED °F DEGREE FAHRENHEIT INSUL IN -E, -ION) REQT REQUIREMENT FT FEET, FOOT INT INTERIOR NWL NORMAL WATER LEVEL RES, RSVR RESERVOIR FA FIRE ALARM INV INVERT OA OVERALL RESIL RESILIENT FAI FRESH AIR INTAKE IPS INTERNATIONAL PIPE STANDARD OBD OPPOSED BLADE DAMPER REV REVISION FB FLAT BAR IW INDUSTRIAL WASTES OC ON CENTER RH RIGHT HAND FC FLEXIBLE COUPLING JAN JANITOR O/C OPEN /CLOSE SERVICE RM ROOM FCA FLANGED COUPLING ADAPTER JB, J -BOX JUNCTION BOX OD OUTSIDE DIAMETER RWD REDWOOD FCO FLOOR CLEANOUT JST JOIST O.F. OUTSIDE FACE R/W RIGHT -OF -WAY FD FLOOR DRAIN JT JOINT OF. OVERFLOW RTN RETURN FDC FIRE DEPARTMENT CONNECTION OFF. OFFICE RTE ROUTE FE FIRE EXTINGUISHER KG KILOGRAM; KNIFE GATE OFS OUTSIDE FACE OF STUD FF FAR FACE, FINISH FLOOR KIP ONE THOUSAND POUNDS O.H. OVERHEAD RT RIGHT FG FLAP GATE Km KILOMETER OL OVERLOAD RR RAILROAD KV KILOVOLTS RPS REVOLUTIONS PER SECOND FH FIRE HYDRANT KVA KILOVOLT- AMPERES OPNG OPENING RPM REVOLUTIONS PER MINUTE FL FLOW LINE OPP OPPOSITE RND ROUND FM FLOW METER KW KILOWATT ORIG ORIGINAL FOS FACE OF STUD L LENGTH; LITER OS &Y OUTSIDE SCREW & YOKE (RISING STEM - VALVE) S SOUTH; SLOPE FRC FLEXIBLE RUBBER COUPLING LAB LABORATORY OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION SAN SANITARY FRP FIBERGLASS REINFORCED PLASTIC LAM LAMINATE OZ OUNCE( -S) SARV SEWAGE AIR RELIEF VALVE FAB FABRICATE( -D) LAT LATERAL SAW SEWAGE AIR/VACUUM RELIEF VALVE FAC FACTORY LAV LAVATORY P PIPE SCAV SEWAGE COMBINATION AIR VALVE FACIL FACILITY ( -IES) LB POUND( -S) PC PIECE SCFM STANDARD CUBIC FEET PER MINUTE P.C. POINT OF HORIZONTAL CURVE SCHED, SCH SCHEDULE FDR FEEDER L/D LITERS PER DAY PCC POINT OF COMPOUND CURVE FDN FOUNDATION LOG LANDING PCF POUNDS PER CUBIC FEET SD STORM DRAIN FFSD FIRST FLUSH STORM DRAIN LE LIFTING EYE PCO PRESSURE CLEANOUT SE SOUTHEAST FIG. FIGURE LEL LOWER EXPLOSION LIMIT PD PROCESS DRAIN SEC SECOND S, -ARTY SECOND( -S, FILT FILTER LF LINEAR FEET PDV PLUG DRAIN VALVE SECT SECTION( -S) FIN. FINISH( -ED) LG LONG SED SEDIMENTATION FIN. GD FINISH GRADE LIST LIGHT P.E. PLAIN END SEW. SEWER PE, POLY POLYETHYLENE SG SLUICE GATE FLASH. FLASHING LH LEFT HAND PEN. PENETRATION FLEX. FLEXIBLE LIQ LIQUID PERF PERFORAT( -E, -ED, -ES, - ATION) SHT, SH SHEET FLG FLANGE( -D) LL LIVE LOAD PF PROFILE SI SIDEWALK INLET FLR FLOOR LLV LONG LEG VERTICAL PG PRESSURE GAUGE SIG SIGNAL FLUOR FLUORESCENT LO LIVE OAK PH PIPE HANGER SIG SIMILAR FOB FLAT ON BOTTOM LOC LOCATION PHMS PAN HEAD MACHINE SCREW SL SLUDGE FOT FLAT ON TOP LONG. LONGITUDINAL P.I. POINT OF HORIZONTAL INTERSECTION S02 SULFUR DIOXIDE FREQ FREQUENCY LP LOW POINT SP STATIC PRESSURE P & ID PROCESS (OR PIPING) &INSTRUMENTATION SP. GR. SPECIFIC GRAVITY FT 3 CUBIC FEET LPG LIQUIFIED PETROLEUM GAS (PROPANE OR DIAGRAM FT 2 SQUARE FEET BUTANE AS NOTED) SPC SPACE FTG FOOTING LS LIMIT SWITCH PIV POST INDICATOR VALVE SPCD SPACED FURN FURNACE LT LEFT P.L., P/L PROPERTY LINE SPCNG SPACING FURR FURRING LTG LIGHTING PL, P PLATE SPCS SPACES FLIT, (F) FUTURE LWL LOW WATER LEVEL PLAS PLASTER SPEC SPECIFICATIONS FWD FORWARD PLY. PLYWOOD SQ SQUARE (M) MODIF ( -Y, -IED) PNL PANEL SQ FT, SF SQUARE FEET GA GAUGE M3 CUBIC METERS P.O.T POINT OF TANGENCY SQ IN SQUARE INCHES GAL GALLON ( -S) M2 SQUARE METERS Pp PAGES, PERSONEL PROTECTION SRG SINGLE RUBBER GASKET JOINT GALV GALVANIZE( -D) M METER P.P. POWER POLE SS SANITARY SEWER GASO GASOLINE MACH. MACHINE PPB PARTS PER BILLION SS 304 STAINLESS STEEL TYPE 304 GC GROOVED COUPLING MATL MATERIAL PPM PARTS PER MILLION SS 316 STAINLESS STEEL TYPE 316 GDL GROUND LEVEL MAX MAXIMUM PR PAIR ST STREET GEN GENERATOR MB MACHINE BOLT P.R. PULL RING STA STATION GENL GENERAL MCC MOTOR CONTROL CENTER PRESS. PRESSURE STD STANDARD GL GLASS MECH MECHANICAL PRFV PRESSURE RELIEF VALVE STIFF STIFFEN ( -ER) GLV GLOBE VALVE MET. METAL PRV PRESSURE REDUCING VALVE STL STEEL GLL GLASS LINED MFR MANUFACTURER PRI PRIMARY STM STEAM GND GROUND MG MILLIGRAMS PROJ PROJECT( -ION) STN STAINLESS GPD GALLONS PER DAY M.G. MILLION GALLONS PROP. PROPERTY STOR STORAGE GPH GALLONS PER HOUR MGD MILLION GALLONS PER DAY PROT PROTECTOR STRUCT STRUCTUR( -E, -AL) GPM GALLONS PER MINUTE MG /L MILLIGRAMS PER LITER PRS PRESSURE SNUBBER SUB SUBNATANT GR GRAM MH MANHOLE PRV PRESSURE REDUCING VALVE SUBM SUBMISSION (SUBMIT) GRL GUARDRAIL MIL(S) 1/1000 INCH PS PIPE SUPPORT SUCT SUCTION GS GALVANIZED STEEL MIN MINIMUM; MINUTE PSF POUNDS PER SQUARE FEET SUP SUPERNATANT GV GATE VALVE MISC MISCELLANEOUS PSI POUNDS PER SQUARE INCH SUPP SUPPORT( -S) GYP BD GYPSUM BOARD MJ MECHANICAL JOINT PSIA POUNDS PER SQUARE INCH ABSOLUTE SURF. SURFACE H HIGH ML MILLILITER( -S) (PRESSURE ABOVE VACUUM) SUSP SUSPEND( -ED) HB HOSEBIBB MM MILLIMETER( -S) PSIG POUNDS PER SQUARE INCH -GAUGE SV SOLENOID VALVE HC HEAT CONSERVATION MODIF MODIFICATION( -S) (PRESSURE ABOVE ATMOSPHERE) SW SOUTHWEST; SWITCH HDPE HIGH DENSITY POLYETHYLENE MON MONUMENT P.SL. PIPE SLEEVE SWBD SWITCHBOARD HGL HYDRAULIC GRADE LINE MPH MILES PER HOUR P.STA. PUMP STATION S/W SIDEWALK HGR HANGER MT MOUNT P. SW. PRESSURE SWITCH SWGR SWITCHGEAR HGT, HT HEIGHT MTD MOUNTED PT POINT SYM SYMMETRICAL HM HOLLOW METAL MTG MOUNTING PV PLUG VALVE HORIZ HORIZONTAL MTR MOTOR P.V.C. POINT OF VERTICAL CURVE HP HORSEPOWER MUL MULLION PVC POLYVINYL CHLORIDE HPT, H.P. HIGH POINT PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE T TIMER, TIME T/ TOP OF TAN. TANGENT( -IAL) TB THRUST BLOCK TBM TEMPORARY BENCH MARK T & B TOP & BOTTOM TC TOP OF CURB TCV TWIN ELEMENT CHECK VALVE TDH TOTAL DYNAMIC HEAD TEL,TELE TELEPHONE TEMP TEMPERATURE TEMPY TEMPORARY TERM. TERMINAL; TERMINATION T & G TONGUE & GROOVE THK THICK( -ENED, -ENER, -NESS) TOC TOP OF CONCRETE TOD TOTAL OXYGEN DEMAND T.O.P. TOP OF PAVEMENT TOPO TOPOGRAPHY TOS TOP OF STEEL; TOP OF SLAB T.O.W. TOP OF WALL T -_ -S TYPE _ SUPPORT T -_ -P TYPE _ PIPE TYP TYPICAL TURB TURBIDITY TS, T'STAT THERMOSTAT TRTMT TREATMENT TRANSV TRANSVERSE T -R THROUGH ROOF TR TREAD( -S) TP TELEPHONE POLE UG UNDERGROUND UGE UNDERGROUND ELECTRIC UH UNIT HEATER UPR UPPER V VOLT VAC VACUUM VAR VARIABLE V.A.T. VINYL ASBESTOS TILE VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VEL VELOCITY VERT VERTICAL VERTS VERTICAL BARS VEST. VESTIBULE VOL VOLUME VPI VERTICAL POINT OF INTERSECTION V /S, VS VARIABLE SPEED VT VENT W WIDTH; WIDE, WEST W/ WITH WC WATER CLOSET W CL WATER COLUMN WD WOOD WH WATER HEATER WM WATER METER W/D WITHOUT WP WEATHERPROOF WS WELDED STEEL WST WATERSTOP WT WEIGHT WTR WATER WW WATER WASTE WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH YD 3 CUBIC YARD YD 2 SQUARE YARD YD YARD YR YEAR XFMR TRANSFORMER n RECORD DRAWING These Record Drawings have been prepared basetl on information provided by the 10. contractor, and others, in order to document actual constructed conditions of the facilities. (P. o6•�N -13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF E N C 1 N ITAS DRAWING NO. C. YOUNG L. MARX B. THOMAS •to /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT SS DI AS SHOWN ON RECORD OF SURVEY OUTHERLY EDGE CONCRETE E SLAB THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 68 HORIZONTAL AS SHOWN VERTICAL ASSHOWN s-y,, City � Of a w Encinitas PLANS PREPARED UNDER SUPERVISION OF DATE December9,2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 RECOMMENDED APPROVED BY: BY: EDWARD DEANE GLENN PRUIM R.G.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT ABBREVIATIONS SHEET 2 OF 64 RECORD DRAWING C. YOUNG 05-31-20131 IN ro M Co M 0 N v m x w Y m PERMIT NUMBER 11- CIVIL /GENERAL SYMBOLS CG RTE PM B. NOTIFICATIONS AS -BUILT PLANS FOR ROADWAY DFIRE PROTECTION WATER (EXISTING) -- - BENCH MARK 0 BM STRUCTURE OR PIPE (NEW) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE GEOMETRIC AND ABOVE GROUND SEWER (EXISTING) - - - S - -- - - - -- -- SOIL BORING, IDENTIFICATION NUMBER B 10 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. FEATURES TP -10 STRUCTURE OR PIPE (EXISTING) a. SEWER - ENCINITAS SANITARY DISTRICT /CITY OF SOLANA BEACH STORM DRAIN (EXISTING) - - - - - - - b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC SOIL TEST PIT, IDENTIFICATION NUMBER c. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT STATE REPRESENTATIVE DATE WATER LINE (EXISTING) - -- MW d. TELEPHONE - AT &T (DI A (RT) 227 - MONITORING WELL, IDENTIFICATION NUMBER DEMOLITION (DIG ALERT) e. CABLE TV - COX COMMUNICATIONS/TIME WARNER CABLE RECLAIMED WATER (EXISTING) -- -- -. r'' - - - -- 10.35 f. RECLAIMED WATER - SAN ELIJO JOINT POWERS AUTHORITY CONCRETE IN SECTION SPOT ELEVATION GAS LINE (EXISTING) - -- -- -- - - - - � � ° � °, 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. - -'- -- -' ' TELEPHONE LINE (EXISTING) - _._ ELECTROLYSIS TEST STATION O ETS ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. WATER METER ® WM STEEL IN SECTION 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 OR (800) 227 -2600 NOT LESS THAN ELECTRICAL LINE (EXISTING) - -- TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT PRESSURE REDUCING VALVE SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND TO EXCAVATION CABLE TV (EXISTING) - -- - -- t I _' -- - - ) WOOD IN SECTION L1J WORK CONDUCTED ON PRIVATE PROPERTY. FIRE DEPT. CONNECTION CROSSING UTILITIES (EXISTING) - - - - -- - - -- -- - - -- -- C. GRADING GRATING IN PLAN FENCE X X FIRE HYDRANT 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO PROPERTY LINE /RIGHT -OF -WAY UTILITY BOX (AS LABELED) CHECKERED PLATE IN PLAN FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS CONTRACTORS WORK AREA LIMITS WA POWER POLE UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. GRAVELED AREA IN PLAN e STREET LIGHT � OR SECTION 2. ALL AREAS TO BE FILLED SHALL BE PREPARED PROPERLY AND FILLED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. n` CENTERLINE - ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE STREET LIGHT AND TRAFFIC SIGNAL 0 0 0 SAND UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL CULVERT WITH END SECTIONS GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 YARD LIGHT 3:� PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT HANDRAIL OR GUARDRAIL BRICK OR CONCRETE BLOCK IN SECTION ACCORDANCE WITH SPECIFICATIONS AND THE PROJECT GEOTECHNICAL REPORT. ' TRAFFIC SIGNAL ^ WATER SURFACE 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM TELEPHONE RISER O T RISER ECOLOGY PAVER APRON CROSS SECTIONS AS DIRECTED BY THE ENGINEER. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, GRADE CHANGE LINE - - - - - - GUY ANCHOR � PLANTED, AND TRIMMED OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE RIDGE LINE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES, WHICH ARE LIABLE TO BECOME LOOSENED, SHALL BE CATCH BASIN ® Cg GRADE �j��j��j��j REMOVED NANCEND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORD FLOW LINE DI TOP DROP INLET FILL 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY GRADED SLOPE TOE III -III III THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE CLEAN OUT O CO ASPHALT CONCRETE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND \ -- (IN PLAN) CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DITCH OR SWALE DRIVEWAY �� 5. ALL EXCAVATIONS GREATER THAN FIVE (5) FEET SHALL REQUIRE SHORING. THE SHORING SHALL BE DESIGNED BY A ASPHALT CONCRETE / / / STRUCTURAL ENGINEER OR CIVIL ENGINEER WHO IS LICENSED TO PRACTICE STRUCTURAUCIVIL ENGINEERING IN THE CONTOUR MAJOR (NEW) 110 - - -__ (IN SECTION) / / / STATE OF CALIFORNIA. THE SHORING SHALL BE DESIGNED USING THE PARAMETERS CALLED OUT IN THE PROJECT HANDICAP ACCESS RAMP GEOTECHNICAL REPORT. SHORING DESIGNER SHALL INCORPORATE CONCLUSIONS /RECOMMENDATIONS IN THE PROJECT CONTOUR MINOR (NEW) GEOTECHNICAL REPORT INTO THEIR SHORING DESIGN, INCLUDING CONCLUSIONS ON DRIVEN OR VIBRATED INSTALLATION CURVE NO. 14 SECTION OR DETAIL REFERENCE METHODS FOR SHORING. CONTOUR MAJOR (EXIST) CONTOUR MINOR (EXIST) - _ DETAIL (NUMERAL) M2 D. EROSION CONTROL SURVEY PANEL _ M2 (SEE SHEET G5 FOR EROSION CONTROL AND STORM WATER POLUTION CONTROL NOTES) MONUMENT OR SURVEY POINT DISCIPLINE DESIGNATION USED ONLY WHEN GOING E. CONTRACTOR'S RESPONSIBILITIES SECTION CORNER OUTSIDE DISCIPLINE DRAWING NUMBER ELEVATION MARK REFERENCED ON DRAWN ON 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR (REFERENCE) -p NOTES: CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ELEVATION MARK 1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. (DESIGN) �- 2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ABBREVIATIONS, G2. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FLAG NOTE AND NOT BE LIMITED TO NORMAL WORKING HOURS. A. GENERAL ' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 12. LOCATION AND ELEVATION OF IMPROVEMENTS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF THE OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE (2009 EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD IMPROVEMENTS. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES MONUMENTATION SET BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF CALIFORNIA REGISTERED DRAWINGS (APRIL 2006 EDITION). CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (MAY 2006 EDITION), INTERNATIONAL SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS BUILDING CODE (IBC -2006 EDITION), CALIFORNIA BUILDING CODE (2007 EDITION), W.A.S. STANDARDS, AND PROJECT SPECIFICATIONS. LOCATION OF EXISTING FACILITIES. APPROPRIATE, SHALL BE FILED BY THE CALIFORNIA LICENSED LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 13. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR UTILITY FACILITIES 2. THE SOIL REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED SEWER PUMP STATION IMPROVEMENTS, OLIVENHAIN SEWER AND SHALL COORDINATE SAID WORK WITH UTILITY REPRESENTATIVES. 811 OR 1 -800- 227 -2600 (DIG ALERT) 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS IS APPROXIMATE. PUMP STATION," PREPARED BY LEIGHTON CONSULTING, INC., DATED SEPTEMBER 11. 2008, SHALL BE CONSIDERED AS A PART OF THESE CONTRACT DOCUMENTS. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS B. THE CONTRACTOR SHALL NOTIFY THE AT &T PRIOR TO STARTING WORK NEAR UTILITY FACILITIES AND SHALL COORDINATE SAID 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES PRIOR TO THE START a CONTAINED IN SAID REPORT. WORK WITH COMPANY REPRESENTATIVES. 1-619- 574 -2816 OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE n COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. C. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR OLIVENHAIN POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING a MWD FACILITIES AND SHALL COORDINATE SAID WORK WITH DISTRICT REPRESENTATIVES. 1- 760 - 753 -6466 UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES bURING GRADING REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER. D. THE CONTRACTOR SHALL NOTIFY THE COX COMMUNICATIONS PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL c COORDINATE SAID WORK WITH UTILITY REPRESENTATIVES. 1- 760 -806 -2016 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL 5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED DURING NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER AT LEAST THREE (3) DAYS PRIOR TO START OF ANY CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A CALIFORNIA REGISTERED CIVIL ENGINEERIOR A CALIFORNIA E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA ( SEJPA) PRIOR TO STARTING WORK NEAR AGENCY FACILITIES (RECLAIMED CONSTRUCTION. ` LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER. WATER) AND SHALL COORDINATE SAID WORK WITH SEJPA REPRESENTATIVES. 1- 760- 753 -6203 (EXT. 72 AND EXT. 77) 7. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK a 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE F. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 1- 858 - 755 -2998, PRIOR TO STARTING WORK. INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ENCINITAS WHEN REQUESTED. G. THE CONTRACTOR SHALL NOTIFY THE TIME WARNER CABLE 1- 760 -438 -7741, PRIOR TO STARTING WORK. 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN A CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. H. THE CONTRACTOR SHALL CONTACT SAN DIEGUITO WATER DISTRICT 1- 760 - 633 -2709, PRIOR TO STARTING WORK. PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. 8. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS'ENGINEERING STANDARDS 14. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. UNLESS SHOWN SPECIFICALLY AND AS APPROVED BY THE CITY ENGINEER. SIX (6) INCHES OF CLASS ll AGGREGATE BASE IS REQUIRED UNDER ALL NEW CURBS AND HEREIN, NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. F. IMPROVEMENTS GUTTERS. 15. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAY, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE 9. APPROVAL OF THESE CONTRACT DOCUMENTS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. TIMES. STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. A CALTRANS ENCROACHMENT PERMIT (DOUBLE PERMIT) SHALL BE OBTAINED BY THE CONTRACTOR FROM CALTRANS FOR ANY WORK WITHIN CALTRANS RIGHT OF WAY. 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO 16. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE C CONSTRUCTION OF BERM, CURB, CROSS CUTTER, AND PAVING. PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, < THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. G. FIRE DEPARTMENT c 11. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS 17. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING C REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 18. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY APPROPRIATE DEPARTMENT OR AGENCY. t 19. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS FOR PUBLIC 2. FIRE LANE OR ACCESS ROADS SHALL HAVE THE FOLLOWING AS A MINIMUM; THE FIRST LIFT OS ASPHALT PAVING SHALL BE IN CoM before You pa0 WORKS CONSTRUCTION (2009 EDITION). PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; OR, PROVIDE A LETTER FROM A Avoid cutting underground VERIFY SCALES LICENSED CIVIL ENGINEER THAT STATES OTHER ROAD SURFACE WILL SUPPORT WEIGHT OF FIRE APPARATUS (75,000 LBS) AS utility lines. It's costly. 20. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN ON THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL OF THE CITY ENGINEER IS CONSIDERED AN ALL - WEATHER SURFACE FOR TEMPORARY USE NOT TO EXCEED 60 DAYS. BAR IS ONE INCH ON 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER Call ORIGINAL DRAWING 21. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) DETENTION BASIN AT DISTRICT. CFC SECTION 501.4. ® ®1 ALL TIMES, UNLESS OTHERWISE APPROVED BY CALTRANS. 0 p AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER, FIRE ALARM, ETC.) SHALL BE IN TH ING CONSTRUCTION. IF NOT ONE INCH ON NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH ABOVE. CBC SECTION 108. ��0 Q� B OR THIS SHEET, ADJUST in RECORD DRAWING 1- 800 - 227 -2600 SCALES ACCORDINGLY '" mA These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants EXP. 69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 06 -30 -14 10920 Via Frontera, Suite 110 rf'T San Diego, California, 92127 9pF CIVIL pQ� (858)- 676 -3620 0887113 OF CAO", 0(,-04 -/3 REVISIONS APPROVED DATE REFERENCES DATE BENC',H MARK SCALE C. YOUNG Y L MARX B. THOMAS APPROVALS CITY O F ENCINITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1041" AS SHOWN ON RECORD OF 4A G 3 SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE ASSHOWN �'' `'"` DATE :December9,2010 By. By: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL ».„, STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER Of EDWARD DEANE GLENN PRUIM AVE., 65 FEET WESTERLY OF THE CENTER OF THE r MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 CIVIL, GENERAL SYMBOLS. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ,,- ENGINEER RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION = 34.664NAVD 88 Encinitas EXP. 12/31/13 DATE: DATE: CONSTRUCTION NOTES SHEET 3 OF 64 CITY DRAWING NO. CS -610 I n S a s 3 i t C GENERAL PIPING NOTES PIPE SYMBOLS 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE DESCRIPTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ®� 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM EXISTING PIPE COVER SHALL BE T -0" UNLESS OTHERWISE SHOWN. NEW PIPE 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL PIPE TO BE REMOVED SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL FLANGED, WELD NECK SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE SPECIFIED. FLANGED, SLIP ON 5. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES SCREWED OR SOCKET WELD FROM A STRUCTURE TO BACKFILL. BELL 8 SPIGOT 6. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST MECHANICAL JOINT PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. 7. SYMBOLS, LEGENDS, AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED ELBOW - STRAIGHT THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED IN THE PROJECT. 8. ALL PIPING WITH UNRESTRAINED JOINTS, SHALL BE PROVIDED WITH THRUST ELBOW - REDUCING PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND NOTES ON DRAWINGS. 9. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. ELBOW - DOWN PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ELBOW - UP 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER CONTRACTORS. CROSS 11. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE REDUCER OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS. TEE 12. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND PIPE USE. TEE - DOWN 13. ALL PIPING UNDER STRUCTURES TO BE CONCRETE ENCASED UNLESS NOTED OTHERWISE. TEE -UP PIPING DESIGNATION UNION CENTERLINE ELEVATION FLEXIBLE RUBBER CONNECTOR (UNLESS NOTED OTHERWISE) XXX.X XXXX FLEXIBLE HOSE CONNECTOR 6„ RW FLANGED COUPLING ADAPTER 6" RW PIPE USE, SEE PIPE SCHEDULE FLEXIBLE COUPLING DISASSEMBLING NOMINAL PIPE DIAMETER JOINT FLOOR DRAIN VALVE DESIGNATION CLEAN OUT ACTUATOR SYMBOL" FV )VALVE EQUIPMENT NUMBER, 101 J CONTROL VALVES ONLY. SINGLE LINE n C-4- o-- DJ PIPE SUPPORT DESIGNATION PIPE AND VALVE SCHEDULE DOUBLE LINE '�111rII� 1! "II II �II,t1,ll�, 4�J'Il� DJ O 'IPE SUPPORT DESIGNATION TYPE XX SUPPORT) EE PIPE SUPPORT DETAILS OR SPECIFIC REQUIREMENTS VALVE SYMBOLS DESCRIPTION GATE VALVE GLOBE VALVE PLUG VALVE SWING CHECK VALVE BALL CHECK VALVE BUTTERFLY (FLANGED) BUTTERFLY (WAFER) BALL VALVE DIAPHRAGM VALVE CAPILLARY CONTROL VALVE CONTROL VALVE (ELEVATION) CONTROL VALVE (PLAN) PRESSURE RELIEF VALVE (ELEVATION) SINGLE LINE —� O I-- IIi1�— PRESSURE RELIEF VALVE (PLAN) Q� HB HOSE BIBB ____t>Q ACTUATOR SYMBOLS MOTOR O SOLENOID PNEUMATIC FLOWMETER SYMBOLS DESCRIPTION SINGLE LINE DOUBLE LINE MAGMETER DM_ -# TURBINE METER ®� VENTURI METER FLO -DAR ULTRA SONIC METER PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I SAN DIEGUITO WATER DISTRICT RECYCLED WATER STANDARD PLAN NOTES 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT." 2) DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. 4) HOSE BIBBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 5) ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGUITO WATER DISTRICT. 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 10) NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS. 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 15) ON NEW ON -SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17) IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 18) DEVELOPERICONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19) THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21) AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS CONNECTION PROTECTION, THE SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT - SCOTT CARR (SEJPA) AT 760 - 753 -6203 EXT. 32 AFTER HOURS CONTACT - RANCHO SANTA FE SECURITY AT 1- 800 - 303 -8877 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23) CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. 25) A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. LIX a a a PIPE VALVE ID DESCRIPTION SIZE SERVICE FLOW MATERIAL TYPE SYSTEM NOTES MATERIAL SERVICE BS BLACK AND CARBON STE B BURIED IN CONTACT WITH SOIL D DRAIN ALL B G PVC V -1 CISP CAST IRON SOIL PIPE C CONCRETE ENCASED IN CONTACT WITH CONCRETE `• D DRAIN ALL E/S G PVC V-6 CPVC CHLORINATED POLYVINYL CHLORINE E EXPOSED IN CONTACT WITH THE ATMOSPHERE ' e D DRAIN ALL C G CISP N -3 CU COPPER S SUBMERGED CONTINUOUSLY OR INTERMITTENTLY IN CONTACT WITH WATER DWS DISTRIBUTER WASHING SYSTEM ALL B /C /E /S P SS W -1 B DI DUCTILE IRON FFSD FIRST FLUSH STORM DRAIN ALL B /C /E/S G PVC V -5 GS GALVANIZED STEEL FM FORCE MAIN ALL B P DI N -1 B HDPE HIGH DENSITY POLYETHYLENE FLOW a FM FORCE MAIN ALL C /E /S P DI N -2 B PE POLYETHYLENE G GRAVITY PIPES FLOWING PARTIALLY FULL DUE TO GRAVITY FORCES c FeCl3 FERRIC CHLORIDE ALL B /C /E /S P CPVC V -9 D BURIED PIPING SHALL BE DOUBLE PP POLYPROPYLENE P PRESSURE PIPES WHICH ARE CONTINUOUSLY OR INTERMITTTENLY CONTAINED (2X) (PVC, V -1) PVC POLYVINYL CHLORINE FLOWING FULL DUE TO PUMPING OR GRAVITY FORCES e PD PROCESS DRAIN ALL B /C /E /S P PVC V -1 B RCP REINFORCED CONCRETE PIPE SSP STAINLESS STEEL PIPE PW POTABLE WATER <2" B /C /E /S P CU T -1 C VC VERTRIFIED CLAY Call before you Dap PW POTABLE WATER >2" B /C /E /S P PVC V -1 A WS WELDED STEEL Avoid cutting underground VERIFY SCALES RW RECYCLED WATER ALL B /C /E /S P PVC V -1 A utility lines. Its costly. BAR IS ONE INCH ON SD STORM DRAIN ALL B /C /E/S G RCP A -3 Call ORIGINAL DRAWING SS SANITARY SEWER ALL B /C /E /S G PVC V -5 C p SUCT SUCTION ALL B P DI N -1 B I6 Of ES 0 ®1 SUCT SUCTION ALL C /E/S P DI N -2 B r O IF NOT ONE INCH ON V VENT ALL B /C /E P PVC V-6 ® OR THIS SHEET, ADJUST t 1- 800 - 227 -2600 SCALES ACCORDINGLY I m RECORD DRAWING (' UNLESS NOTED OTHERWISE) � These Record Drawings have been prepared based on information provided by the Kennedy/Jenks Consultants EXo. C69577 contractor, and others, in order to document actual constructed conditions of the facili ties. P. 06 -30 -14 10920 Via Frontera, Suite 110 JT Q- San Diego, California, 92127 4 CIVIL (858)-676-3620 t (858)- 676 -3620 0887113 OF CAL tpG- O►/' /3 t REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C. YOUNG L. MARX B.THOMASY APPROVALS CITY OF ENCINITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS " city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN a G4 SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY I&416.A35 "BRASS DISC IN THE MIDDLE OF THE AS SHOWN �k �; >� �� DATE :December 9, 2010 BY BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL, ,. STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER .,,. o EDWARD DEANS GLENN PRUIM STATION, LO ATED WESTERLY THE NORTH SIDE OF THE �` MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 PIPING SYMBOLS, NOTES AND SCHEDULE AS SHOWN �'` ELOEVATIONN 34.664 NAVD gg HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL § �, , Encinitas ENGINEER EXP. 12/31/13 DATE: DATE: SHEET 4 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 CITY DRAWING NO. CS -610 n i i i DIESEL FUEL HAZARDS FIRE /EXPLOSION HAZARD: • VAPORS MAY IGNITE RAPIDLY WHEN EXPOSED TO HEAT, SPARK, FLAME OR OTHER SOURCES OF IGNITION. VAPORS MAY BURN OPENLY OR EXPLODE IN CONFINED SPACE WHEN MIXED WITH AIR AND EXPOSED TO IGNITION SOURCE. RUNOFF TO SEWER MAY CAUSE FIRE /EXPLOSION HAZARD HEALTH HAZARD: • LIQUID OR VAPOR EXPOSURE TO EYES MAY CUASE MILD IRRITATION • PROLONGED OR REPEATED CONTACT MAY CAUSE SKIN IRRITATION. NON -TOXIC • INHALATION OF FLUID INTO THE LUNGS MAY RESULT IN LUNG DAMAGE, RESPIRATORY FAILURE • INGESTION MAY CAUSE DISTURBANCE TO GI TRACT, INCLUDING NAUSEA, VOMITING, DIARRHEA, INTOXICATING EFFECTS TO NERVOUS SYSTEM, LOSS OF CONSCIOUSNESS, OR DEATH EMERGENCY ACTION EMERGENCY RESPONSE PERSONAL PROTECTIVE EQUIPMENT: • WEAR SAFETY GLASSES OR GOGGLES WHERE POSSIBILITY OF SPRAYING IS PRESENT • WEAR NITRILE, NEOPRENE OR PVC GLOVES. ADDITIONAL PROTECTIVE CLOTHING (TYCHEM, SARANEX) MAY BE WORN BASED ON EXPOSURE POTENTIAL • WEAR NIOSH /MSHA- APROVED RESPIRATOR WITH VAPOR CARTRIDGE /CANISTER SPILL OR LEAK PROCEDURES: • SECURE ALL IGNITION SOURCES • CONTAIN AND STOP SOURCE OF SPILL AS SAFETY PROVISIONS ALLOW THROUGH DIKING OR ABSORBENT MATERIALS. • PUMP TO HAZARDOUS MATERIAL VEHICLE FOR OFFSITE DISPOSAL. COLLECT REMAINING MATERIAL USING ABSORBENT MATERIALS AND TRANSFER TO WASTE CONTAINER DESIGNED FOR COLLECTION OF FLAMMABLE MATERIALS. FIREFIGHTING PROCEDURES: • SMALL FIRES: PROVIDE EXTINGUISHER SUITABLE FOR CLASS'B' FIRES, DRY CHEMICAL, CO2, WATER SPRAY, FOAM OR HALON EXTINGUSHING AGENTS • LARGE FIRES: WATER SPRAY, FOG, OR FOAM EXTINGUISHING AGENTS. WATER MAY NOT SUPPRESS FIRE, BUT MAY BE USED TO COOL FIRE - EXPOSED CONTAINERS. FIRST AID PROCEDURES: • FLUSH EYES FOR 15 MINUTES WITH PLENTY OF WATER. CALL A PHYSICIAN • REMOVE CONTAMINATED CLOTHING. WASH EXPOSED SKIN WITH SOAP AND WATER OR WATERLESS HAND CLEANER. OBTAIN MEDICAL ATTENTION IF SKIN IRRITATION OCCURS IN EXPOSED AREAS • NG, PROVIDE ARTIFICIAL REMOVE PERSON TO FRESH AIR, IF NOT BREATHI RESPIRATION. PROVIDE ADDITIONAL OXYGEN ONCE BREATHING IS RESTORED. OBTAIN MEDICAL ATTENTION • IF INGESTED, OBTAIN IMMEDIATE MEDICAL ATTENTION. IF VOMITING OCCURS, LEAN VICTIM FORWARD TO REDUCE RISK OF ASPIRATION. MONITOR FOR BREATHING DIFFICULTIES. RINSE MOUTH WITH WATER (DO NOT DRINK) TO REMOVE TASTE. c°" Ore you DSg u, VERIFY SCALES Avoid cutting underground /� /OVERFLO PAVED V' DIVERSION STRUCTUR BAR IS ONE INCH ON utility lines. Ifs costly. Call RW VAL 0 ORIGINAL DRAWING 60" (TYP) COLLECTION 00 o MANHOLE 0 ® 1 N = 1949123.05± IF NOT ONE INCH ON OR ♦ THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE s_ C. YOUNG A 4 % �O COIF C CONC SD 0 N =19, E = 62! OOC, \EMERGENCY GENERATOR ��(DIESEL FUEL, 125 GAL) (SEE NOTE 1) MI N = 1949211.82 R4H �� E = 6250789.99 SD ' -MAIN SWITCH Fr DECOWPAD D MH E = 6250748.81 ♦ y n.- ( T ! SD ,fit N = 1949197.28 4 E = 6250752.87 N N = 1949187.2 \ / E = 6250757.00 ♦ PUMP N = 1949183.11 STATION E HEADWALL � ,. SURGE TANK ♦ i%>. N DECOMPOSED ar S{3 GRANITE \ N = 1949179.93 \ \ E = 6250785.54 , PUMP ROOM ACCESS HATCH \ N = 1949143.95 E = 6250765.87 EMERGENCY BYPASS CONNECTION VAULT N = 1949147.10± \ E = 6250779.65± N = 194913730± E = 6250783.86± PAVED ACCESS ROAD REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 20'DOUBLE SWING GATE ELECTRICA HANDHOLES PER DRAWING E3 SD / VLET \ rTRANSFORMER 111 � � ' to LEASE PARCEL BOUNDARY (11- SD- 5- 9(FLA)) FENCE SUPPORT 4 (TYP) S13 V � BOLLARDS (TYP) O N = 1949199.80 H 0792.53 E9 = 625 / \ \\ WET WELL \ EMERGENCY STORAGE \ \ ACCESS HATCH \ BASIN ACCESS MANHOLE \ \\ \ (TYP) \\ (TYP) 9161.49 O \ \ \ \ \ STORAGE \\ BASIN ACCESS HATCH O E BASIN )801.72 \ \\ \ \ \ \ \\ N = 1949143.97 \ N = 19491 .7 \ = 6250804.03 E= 6250841%94 N = 1949085.22 E = 6250807.20 l sl ?TY \HAUL T SD " NIH RV-1%i FORCE MAIN ARV VAULTS R1a',� 9' FH CAE € ER� CB R 'V PR P ,�� .6 O VALV rJ. N = 194912 ` E = 6250856. �- FENCE STREET ADDRESS NUMBERS PER SEC,b1N X00 0 C. ON R L Y'Pry \T \ JCB N = 19 49094.56: E = 6250864.36: INTERCEPTOR NHOLE DECOMPOSED GRANITE GROUND COVER �k SITE PLAN 0 10 20 30 1"=20' 7 l \ \\ X \ \ city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December 9, 2010 BY. EDWARD DEANE Of MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 Encinitas ENGINEER EXP. 12/31/13 DATE: C APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. THE EMERGENCY GENERATOR IS SHOWN IN ITS NEW LOCATION. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83 CALIFORNIA COORDINATE SYSTEM (CCS 83), ZONE 6, GRID BEARING BETWEEN FIRST ORDER STATION "1043" AND O FIRST ORDER STATION "1044 ", AS SHOWN ON RECORD OF SURVEY NO. 18416. I.E. N 49 008'16" E. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. �V THE COMBINED SCALE FACTOR AT STATION "1044" IS 0.99997459 V GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR. 1043 = FOUND 3.5" NGS BRASS DISC IN HEADWALL, STAMPED "J1415,1987". N:1,945,759.365 E:6,246,974.337 EPOCH 2004.0 1044 = FOUND 3.5" USCE BRASS DISC IN CONCRETE STRUCTURE, STAMPED "SEV 104,1974". N:1,949,121.354 E:6,250,860,731 EPOCH 2004.0 1043 TO 1044 = N 49 008'16" E, 5,138.78' GRID RECORD, 5,138.78' GRID MEASURED BENCHMARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SUR VEY C ONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 00 v co 0 N M m 3 a 0 0 co m m 0 m u, C /� /OVERFLO PAVED V' DIVERSION STRUCTUR PARKING AREA RW VAL 0 METER �VAUL 60" (TYP) COLLECTION 00 o MANHOLE o N = 1949123.05± RECORD DRAWING E = 6250792.29± ♦ N = 1949106.06 0 RW PRV E = 6250849.5q -14 PUMP STATION Qj ♦� RW RW VALV N = 1949085.22 E = 6250807.20 l sl ?TY \HAUL T SD " NIH RV-1%i FORCE MAIN ARV VAULTS R1a',� 9' FH CAE € ER� CB R 'V PR P ,�� .6 O VALV rJ. N = 194912 ` E = 6250856. �- FENCE STREET ADDRESS NUMBERS PER SEC,b1N X00 0 C. ON R L Y'Pry \T \ JCB N = 19 49094.56: E = 6250864.36: INTERCEPTOR NHOLE DECOMPOSED GRANITE GROUND COVER �k SITE PLAN 0 10 20 30 1"=20' 7 l \ \\ X \ \ city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December 9, 2010 BY. EDWARD DEANE Of MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 Encinitas ENGINEER EXP. 12/31/13 DATE: C APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. THE EMERGENCY GENERATOR IS SHOWN IN ITS NEW LOCATION. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83 CALIFORNIA COORDINATE SYSTEM (CCS 83), ZONE 6, GRID BEARING BETWEEN FIRST ORDER STATION "1043" AND O FIRST ORDER STATION "1044 ", AS SHOWN ON RECORD OF SURVEY NO. 18416. I.E. N 49 008'16" E. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. �V THE COMBINED SCALE FACTOR AT STATION "1044" IS 0.99997459 V GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR. 1043 = FOUND 3.5" NGS BRASS DISC IN HEADWALL, STAMPED "J1415,1987". N:1,945,759.365 E:6,246,974.337 EPOCH 2004.0 1044 = FOUND 3.5" USCE BRASS DISC IN CONCRETE STRUCTURE, STAMPED "SEV 104,1974". N:1,949,121.354 E:6,250,860,731 EPOCH 2004.0 1043 TO 1044 = N 49 008'16" E, 5,138.78' GRID RECORD, 5,138.78' GRID MEASURED BENCHMARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SUR VEY C ONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 00 v co 0 N M m 3 a 0 0 co m m 0 m OF F 4•0N'13 CITY OF ENCINITAS DRAWING NO. Y WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT G'1 Y SITE PLAN SHEET 7 OF 64 u, C L C d) O o 00 o o RECORD DRAWING !ES These Record Drawings have been prepared based on information provided by the N 77 contractor, and others, in order to document actual constructed conditions of the facilities. -14 LL Cn OF F 4•0N'13 CITY OF ENCINITAS DRAWING NO. Y WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT G'1 Y SITE PLAN SHEET 7 OF 64 V JJ V V El M O N Cl) I SD TRANSFORMER EMERGENCY SEE SHEET E3 � GENERATOR MAIN SWITCHBOARD � FENCE � � o o 0 OLLARDS ° �♦SW LE \\ \ \\ FENCE W NE \ �/ l \ \ \ SUPPORT S13 \ ♦ \ \ EMERGENCY STORAGE BASIN \\ \ ACCESS MANHOLE \ 18" RCP \ \ \ (NP) \ \ \ 15.9 FL \ \\ \\ \ o PUMP \ \ WET WELL \ \\ \ \ STATION O \ ACCESS HATCH \ \ \ \ (TYP) \ \ \ \ HEADWALL \ S13 SURGE \ \ EMERGENCY \ SWALE N N TANK PUMP ROOM STORAGE BASIN \\ \ FLOW LINE 0 0 ♦ ACCESS HATCH -.05, T\ \ \ \ \ \ ♦ �� iOn\ \ \ EMERGENCY \ \ \ O STORAGE BASIN ACCESS \ \ \ d' J \ \ HATCH \ \\ \ \ LEASE PARCEL BOUNDARY ♦ o� q \ \ \ \ \ \ o (11- SD5- 9(FLA)) No ♦ �� y0 a °N \\ \ \ \\ �', , \ a ♦ � � CO 0 0X11 0 o OVERF OV- \ BYPASS N �� DIVERSI N RW VALVE CONNECTION o ^� STRUCT&E (TYP) o VAULT ry \N'., N VAULT Na 60" \ C LE ION ss \ ANH LE mo O�NN CB �{ \ 2 ' DOUBL a ENO ES 10.OFL 3) 13.95TG TO IRRIGATION S G GAT �y 9 o SYSTEM (SEE RV1N� d O - \ SHEET L4 FOR MET R w CONTINUATION N O �- o y0 P so CONNECTTO o E OTES*, 7) s A E y (E) 18" RCP ♦ p P P ss 5 Q't / o ,,. • 11.6FL VAL ss 16.651RIM C6 0 M �. yo INT CEPTO MANHOLE J§)D 1 1/2" BACK FLOW so so CONNECT TO PREVENTO5 (E) MANHOLE C6 (SEE NOTE w 15 50TG a }r ♦ i L ♦y \ / O 15 GRIM -2 6FL ss , _ SS \ . w VAULT DRAIN, F � 14" FORCE MAIN ♦ sd` s� 3 D 0 17 40RI ♦ :.: ' ...... P'z DECOMPO W _SEe -44 50 ♦ GRA GROUND � �!� ER ✓ � � s csll before you °ate " SS Avoid cutting underground VERIFY SCALES ° �� SITE PLAN utility fines. coeny. 0 10 20 BAR IS ONE INCH ON Call ORIGINAL DRAWING W Rt1 ss ® Rt1 L r 14.4 5T ". �g �P / s ss �� 1' -10' ®. F 0 ®1 � � � � -' `N � � �t QELOFESS /�7 IF NOT ONE INCH ON o / ss / j l B. GC- 22 OR THIS SHEET, ADJUST / ss N / i ss s v4 q ��S �' V mrr� RECORD DRAWING 1 -800- 227 -2600 SCALES ACCORDINGLY IF I IV These Record Drawings have been prepared based on information provided by the '� �, / s c EXP. 06-30-1 contractor, and others, in order to document actual constmeted conditions of the facilities. Kennedy /Jenks Consultants S 10920 Via Frontera, Suite 110 �.r�� CNIV E�� or.-64-13 San Diego, California, 92127 ( � �� / � % � OF CALF o-oN -13 858)- 676 -3620 0887113 RY I DRAWN BY I CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.I Nl=n L. MARX B. THOMAS APPROVALS CITY OF ENCINITAS DRAWING NO. UNG t0• THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN //�� SURVEY CONTROL POINT "l W' AS SHOWN ON RECORD OF t SURVEY 18416.A3.5" BRASS DISC IN THE MIDDLE OF THE ASSHOWN a DATE : December 9, 2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT HORIZONTAL EDWARD DEANE GLENN PRUIM SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER :r O MATT A. TEBBETTS 024087 YARD PIPING PLAN AVE., 65 FEET WESTERLY OF THE CENTER OF THE R.C.E. NO.: R.C.E. NO. 48971 R.C.E. NO. 51274 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN _, '" rTl _^ ENGINEER EXP. DATE: DATE: ELEVATION = INTERSTATE STA 88 Encinitas 12/31/13 SHEET 9 OF 64 CITY DRAWING NO. CS -6' RECORD DRAWING C. YOUNG 05 -31 -2013 18" RCP 81.2'± LONG AT A SLOPE OF 0.053. INSTALL 60" MANHOLE. CONTRACTOR TO VERIFY EXISTING LOCATION. WATER SERVICE LATERAL AND METER TO BE INSTALLED IN ANOTHER PROJECT BY THE SAN DIEGUITO WATER DISTRICT. PROJECTS TO BE INSTALLED CONCURRENTLY. FIRE HYDRANT ASSEMBLY TO BE INSTALLED IN ANOTHER PROJECT BY THE SAN gaCAkTO WAT ISTRICT. PROJECTS LL CURRE . FIRST FLUSH STUB OUT PIPE EXTENDS APPROXIMATELY 4 FEET OUTSIDE THE MANHOLE AT A SLIGHT SLOPE AND CAPPED. i w 7 M 0 N M m 'A R 3 v Cl) 0 0 M 00 0 0 QI t c 0 PERMIT NUMBER I I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. SEE SECTION E, DRAWING M5 FOR INVERT ELEVATIONS. 2. SEE SECTION C, DRAWING M4 OF ELEVATIONS. 3. SEE DRAWING C4 FOR PROFILE OF THIS PIPE. 4. SEE DRAWING C5 FOR PROFILE OF THIS PIPE. 5. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE PER WAS STANDARD DRAWING WR -01. 6. INSTALL RECYCLED WATER IRRIGATION CHECK VALVE PER WAS NIZ STANDARD DRAWING WR -03. (� 7. INSTALL RECYCLED WATER IRRIGATION CROSS CONNECTION TEST v STATION PER WAS STANDARD DRAWING WR -04. 8. FOR CONTINUATION SEE OLIVENHAIN AND COAST HIGHWAY 101 FORCE MAINS REPLACEMENT AND MANCHESTER AVENUE WATER MAIN EXTENSION AND OMWD EMERGENCY INTERCONNECT C CT (NO F T O 9. INSTALL 2" RECYCLED WATER SERVICE CONNECTION PER WAS STANDARD DRAWING WA-02,2" WATER METER TO BE OWNER PROVIDED. FLAG NOTES: 18" RCP 81.2'± LONG AT A SLOPE OF 0.053. INSTALL 60" MANHOLE. CONTRACTOR TO VERIFY EXISTING LOCATION. WATER SERVICE LATERAL AND METER TO BE INSTALLED IN ANOTHER PROJECT BY THE SAN DIEGUITO WATER DISTRICT. PROJECTS TO BE INSTALLED CONCURRENTLY. FIRE HYDRANT ASSEMBLY TO BE INSTALLED IN ANOTHER PROJECT BY THE SAN gaCAkTO WAT ISTRICT. PROJECTS LL CURRE . FIRST FLUSH STUB OUT PIPE EXTENDS APPROXIMATELY 4 FEET OUTSIDE THE MANHOLE AT A SLIGHT SLOPE AND CAPPED. i w 7 M 0 N M m 'A R 3 v Cl) 0 0 M 00 0 0 QI t c 0 V JJ U V E M O N X Q W Y ASPHALT CONCRETE (TYPE III, C2, PG. 64 -10) 4" COMPACTED THICKNESS COMPACTED SUBGRADE PER THE 9" COMPACTED BASE - STANDARD SPECIFICATIONS FOR CLASS II AGGREGATE, PUBLIC WORKS CONSTRUCTION COMPACTED TO 95% AND THE SPECIAL PROVISIONS OF THE CONTRACT SPECIFICATIONS TYPICAL ASPHALT CONCRETE PAVING DETAIL SCALE: NONE ,. ,. Al a N CONCRETE COLLAR t t t P 18" SD (E) 18" SD __�_ r: HEADWALL _ _ .__ J STORM DRAIN SYSTEM 1 l _ l 4 - #4 REBAR LOOPS 4 °- NEOPRENE WRAP W /SS BANDS NOTE: 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING PIPING PRIOR TO CONSTRUCTION. ELEVATION 18" STORM DRAIN CONNECTION SCALE: 1/2 " =1' -0" DATE BENCH MARK SCALE Call bOkwe you °a° Avoid cutting underground i VERIFY SCALES oy BAR IS ONE INCH ON utility lines. Ifs costly. Call SOFT CLAY, SILT ORIGINAL DRAWING HORIZONTAL AS SHOWN 2,000 SAND AND GRAVEL 3,000 SAND AND GRAVEL CEMENTED W /CLAY 0 ® 1 HARD SHALE BEARING AREA IF NOT ONE INCH ON OR I.E. -1.14 THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 TEEICAP OR PLUG APPROVED DATE REVISIONS RECORD DRAWING I C. YOUNG 105-31-2013 F3 MIN. 4" OF ASPHALT MIN. MIN. SHOULDER (TYPE III, C2, PG. 64 -10) SHOULDER CONCRETE PAVING FINISH SLOPE 2% SLOPE 2% u GRADE 4% �---_ 4% / \ \/ 1 1 \/ 2 / A \r /\ //. / \\ \ / \ / \ / \/\ TYPICAL DITCH ADDITIONAL 4" OF UNTREATED 9" COMPACTED CLASS II CLASS II AGGREGATE BASE TO AGGREGATE BASE COMPACTED SUBGRADE PER THE BE PLACED IN FILL AREAS ONLY (UNLESS NOTED OTHERWISE) STANDARD SPECIFICATIONS FOR COMPACTED TO 95% PUBLIC WORKS CONSTRUCTION AND THE SPECIAL PROVISIONS OF THE CONTRACT SPECIFICATIONS ROADWAY SECTION WITHOUT CURB SEPARATOR DETAIL SCALE: NONE CAP /PLUG GROU - - -- - - - -- LI W Z C ° O of Lu Co VERTICAL BEND 45° F9 V I, A I 90° BEND IY In 45° BEND PERTROMAT - (OR APPROVED EQUAL) FINISH GRADE (N) A/C PAVING (4" MIN) OR EXIST. PLUS 1" 1 1/2" COLD PLANE EXISTING PAVEMENT 12" (BOTH SIDES OF TRENCH) SAWCUT (E) PAVEMENT NATIVE BACKFILL COMPACT = : : : � w, TO 95% RELATIVE DENSITY : ; : ; : = AGGREGATE BASE WARNING TAPE, ; _ „ 1 ; ` 95% COMPACTION ; ` ° CONTINUOUS ° ; x = : • : 9" MIN. THICKNESS PIPE SIZE PER PLAN x _" BEDDING MATERIAL PER APWA STANDARD SPECIFICATION (GREENBOOK) 306 -1.2.1 COMPACT TO 90% RELATIVE DENSITY 3/4" CRUSHED ROCK BASE FOR RCP AND DIP 12" 12" z O.D. +24" MAX. TYPICAL TRENCH SECTION FOR PIPES UNDER 24" DIA. BEARING 221/2° BEND SCALE: NONE RFARINr ARFA 111/40 BEND a �a r z Ui BOTTOM OF TRENCH SECTION ALL FITTINGS NOTES: 1. ALL CONCRETE BLOCKING SHALL BE POURED AGAINST DRY, UNDISTURBED SUBGRADE. TABLE IS BASED ON 2000 POUNDS PER SQUARE FOOT ALLOWABLE SOIL BEARING. WEAKER SOIL WILL REQUIRE INCREASED BEARING AREA. SEE SOIL BEARING LOAD CHART. 2. KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. USE FORMING AS NECESSARY. 3. HORIZONTAL ANCHOR BLOCKING CONFIGURATIONS FOR FITTINGS NOT SHOWN SHALL HAVE PRIOR APPROVAL. REFERENCES DATE BENCH MARK SCALE PIPE EXCEEDS 3 FEET. i THRUST BLOCK REQUIREMENTS oy LBS /SQ. FT. MUCK, PEAT, ETC 0 SOFT CLAY, SILT SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN 2,000 SAND AND GRAVEL 3,000 SAND AND GRAVEL CEMENTED W /CLAY STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER HARD SHALE BEARING AREA REQUIRED IN SQUARE FEET 00, ; Mq%' I.E. -1.14 AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN a FL -2.64 ELEVATION = 34.664 NAVD 88 TEEICAP OR PLUG 90 Degree BEND 45 Degree BEND I.E. -2.63 CHANNEL MANHOLE TO 22.5 Degree BEND PIPE CENTERLINE, 11.25 Degree BEND PIPE SIZE PIPE SIZE 200 225 250 200 225 250 200 225 250 200 225 250 200 225 250 nominal outside dia. psi psi psi psi psi psi psi psi psi psi psi psi psi psi psi 4 4.80 1.8 2.0 2.3 2.6 2.9 3.2 1.4 1.6 1.7 0.7 0.8 0.9 0.4 0.4 0.4 6 6.90 3.7 4.2 4.7 5.3 5.9 6.6 2.9 3.2 3.6 1.5 1.6 1.8 0.7 0.8 0.9 8 9.05 6.4 7.2 8.0 9.1 10.2 11.4 4.9 5.5 6.2 2.5 2.8 3.1 1.3 1.4 1.6 12 13.20 13.7 15.4 17.1 19.4 21.8 24.2 10.5 11.8 13.1 5.3 6.0 6.7 2.7 3.0 3.4 16 17.40 23.8 26.8 29.7 33.6 37.8 42.0 18.2 20.5 22.7 9.3 10.4 11.6 4.7 5.2 5.8 18 19.50 29.9 33.6 37.3 42.2 47.5 52.8 22.9 25.7 28.6 11.7 13.1 14.6 5.9 6.6 7.3 24 25.80 52.3 58.8 65.3 73.9 83.2 92.4 1 40.0 45.0 50.0 1 1 20.4 22.9 25.5 1 1 10.2 11.5 12.8 NOTES: 1. ALL CONCRETE BLOCKING SHALL BE POURED AGAINST DRY, UNDISTURBED SUBGRADE. TABLE IS BASED ON 2000 POUNDS PER SQUARE FOOT ALLOWABLE SOIL BEARING. WEAKER SOIL WILL REQUIRE INCREASED BEARING AREA. SEE SOIL BEARING LOAD CHART. 2. KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. USE FORMING AS NECESSARY. 3. HORIZONTAL ANCHOR BLOCKING CONFIGURATIONS FOR FITTINGS NOT SHOWN SHALL HAVE PRIOR APPROVAL. REFERENCES DATE BENCH MARK SCALE PIPE EXCEEDS 3 FEET. i THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF oy LBS /SQ. FT. MUCK, PEAT, ETC 0 SOFT CLAY, SILT SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN 2,000 SAND AND GRAVEL 3,000 SAND AND GRAVEL CEMENTED W /CLAY STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER HARD SHALE 10,000 CO 00, ; Mq%' I.E. -1.14 AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN a FL -2.64 ELEVATION = 34.664 NAVD 88 4. THE SQUARE FOOT AREAS REQUIRED FORBEARING ARE CALCULATED BY THE FOLLOWING FORMULAS: FORMULA AT TEE & CAP OR PLUG: T =PA T /K= BEARING AREA REQUIRED IN SQUARE FEET FORMULA AT ALL PIPE BENDS: T = 2PA (SIN 1/2 ) WHERE = THE DWREE BEND OF THE FITTING. T /K= BEARING AREA REQUIRED IN SQUARE FEET WHERE: T= THRUST IN POUNDS P =TEST PRESSURE IN PSI A= CROSS - SECTIONAL AREA OF PIPE IN SQUARE INCHES K= ASSUMED 2000 PSF SOIL BEARING PRESSURE 5. WRAP FITTINGS WITH VISQUEEN PRIOR TO BLOCK POUR. TYPICAL THRUST BLOCKING DETAILS SCALE: NONE = City of Encinitas SAFE BEARING LOADS IN LBS /SQ. FT THE SAFE SOIL BEARING LOADS SHOWN BELOW ARE FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER co co PIPE EXCEEDS 3 FEET. i SOIL SAFE BEARING LOAD oy LBS /SQ. FT. MUCK, PEAT, ETC 0 SOFT CLAY, SILT 1,000 SAND, SANDY SILT 2,000 SAND AND GRAVEL 3,000 SAND AND GRAVEL CEMENTED W /CLAY 4,000 HARD SHALE 10,000 IN MUCK OR PEAT, ALL THRUST SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. C. YOUNG APPROVALS L. MARX B. THOMAS Y PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE : December 9, 2010 BY: - BY: C24087 EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: R.C.E. NO. 48971 R.C.E. NO. 51274 ENGINEER EXP. 12/31/13 DATE: DATE: SIiIE.ti;T sLf$FACE 3.5 MltiYi OM REQUIRM - -- . �PERI1CJd AiiAlitlN Ir REOLMWED WATER IRRIG�.TICIN MAIKUINE IN SLMVE NO TL. ALL RECLAIMED WATER RI:{fIOATIDN PIPE AND SLEEVES STAWD BE KWILE AM SPEaRCMIOP UDR PIRIIVATE IIRRIG CONS U TIDN OF FXGRLAB�dW ATERO! as FOR ©7wR- 4 POTABLE SERVICE LINE CROSSING CURB APPI OX. POTAELI SfI M E UNE RECLAJMED WATER 4RRIGATIDH MAfNL1NE WITH. SLEEVE POTABLE MAINLINE CROSSING PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE BQK 1ATH WETM 127 DETAILS PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH F 7g co co " i oy FIRST FLUSH CHANNEL SET ON TOP OF LOWER CHANNEL SHELF. ANGLE CHANNEL APPROX. 150 TOWARD O COLLECTION MANHOLE OUTLET TO CO 00, ; Mq%' I.E. -1.14 <cT70N a F 7g " I.E. -2.65 :-4 ,a a FL -2.64 y. I.E. -2.63 CHANNEL MANHOLE TO m `' PIPE CENTERLINE, ` =a FILLET INTERSECTIONS w_ W /6" MIN. RADIUS. , U1 '1 m� Z O 60" INTERCEPTOR MANHOLE 3 SCALE: C T') p ( RECORD DRAWING These Record Drawings have been prepared based on information provided by the 0. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 CP \Q qT CIVIC- FOF CNO oG•otl-13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT C6 CIVIL DETAILS SHEET 120F 64 V V O ORNAMEI ALUM. FE AG o- 2 -HR FIRE RATED W (UL NO9 ALUM. LADDEF ACOU£ LOUVE 1 EMERGENCY EYEWASH /SHOWER r 4 4 D v CONCRETE PAD FLUSH WITH FOUNDATION HOSE RACK. PROVIDE REYCYCLED WATER SIGNAGE (I M7 ALUM. ACCESS BATCH, TYP. OF 3 DA 4 A 3' -10" 12' -10" 3' -0" 14T @ 11" PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY 2 3 GEOMETRIC AND ABOVE GROUND FEATURES CODE SUMMARY INFORMATION STATE REPRESENTATIVE DATE on M Swil CODES BUILDING TYPE OCCUPANCY CLASSIFICATION FLOORS ALLOWABLE AREA ACTUAL AREA OCCUPANCYLOAD OCCUPANCY SEPARATIONS ALLOWABLE HEIGHT ACTUAL HEIGHT HAZARDOUS CHEMICALS AInTCC 2007 CALIFORNIA BUILDING CODE & CITY OF ENCINITAS MUNICIPAL CODE TYPE V -B, NON - RATED, NON -SPRINKLERED F -1 MODERATE HAZARD FACTORY INDUSTRIAL OCCUPANCY ONE + BASEMENT 8,500 SF PER IBC TABLE 503 1,413 SF 5 NONE REQUIRED 35 FEET PER MUNICIPAL CODE 16 FEET 3,000 GALLONS FERRIC CHLORIDE 1. ALL DIMENSIONS ARE TO FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE 2. RW SIGNAGE IN RESTROOM PER SPECIFICATION 10400 3. RW SIGNAGE FOR QUICK- COUPLER CONNECTION OUTLET PER SPECIFICATION 10400 4. PLACARD SHALL BE APPLIED ON THE FRONT OF THE STRUCTURE AND SHALL IDENTIFY THE HAZARDS OF HEALTH, FLAMMABILITY AND INSTABILITY PER NFPA 704. 5. CHEMICAL STORAGE TANK SHALL HAVE PROPER SECONDARY CONTAINMENT AND EACH INDIVIDUAL TANK CONTAINING HAZARDOUS MATERIAL MUST BE LABELED WITH THE APPROPRIATE NFPA 704 PLACARD FOR THE INDIVIDUAL MATERIAL HAZARD AS REQUIRED BY THE FIRE DEPARTMENT. 6. ON EACH FLOOR PROVIDE ONE (1) 2A -10BC MINIMUM RATED FIRE EXTINGUISHER PER 3,000 SF. TRAVEL DISTANCE NOT TO EXCEED 75 FT. CFC SECTION 906 LEGEND ODOOR IDENTIFICATION TAG, SEE DOOR SCHEDULE 102 ROOM IDENTIFICATION TAG, SEE FINISH SCHEDULE CONCRETE WALL CMU WALL CMU WALL, 2 112" STUDS, 5/8" GYP. BD. 4" METAL STUDS, 5/8" GYP. BD. FE FIRE EXTINGUISHER t I WE ri N N V Cl) O N co Q) 3 a 0 0 Q Cl) r W n O m NI Q L c 0 Cl) A Av FLOOR PLAN AT EL. +20.15 FLOOR PLAN AT EL. -14.00 Call �O you °a° VERIFY SCALES Avoid cutting underground 0 2' 4' 8' 0 2' 4' 8' utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING SCALE: 1/4 " =1' -0" SCALE: 1/4 " =1' -0" © Q ® 1 Q(>OFESS/ OR IF NOT ONE INCH ON THIS SHEET, ADJUST B 1- 800 - 227 -2600 SCALES ACCORDINGLY V y m RECORD DRAWING Kennedy /Jenks Consultants O. C 69577 m A These tor, an Drawings over to document actual on inucted ondition o the the contractor, and others, in order to document aUual constmcted conditions of the taalNes. 10920 Via Frontera, Suite 110 EXP. 06-30-14 TTF San Diego, California, 92127 q CIVII. � (858)- 676 -3620 OF CAL \F��tX -oK -i3 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G.ROBLEY I G.ROBLEY I W. G.RAMROTH APPROVALS CITY OF ENCINITAS DRAWING NO. S- BUi�73 is THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS ± City ci }� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE ASSHOWN r X, DATE m December 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT A 1 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER HORIZONTAL �+. �'; of MATT A. TEBBETTS R.C.E. NO.: C24O$7 -- EDWARD DEANE GLENN PRUIM FLOOR PLANS AT EL. -14.00 AND EL. +20.15 AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN, '-' Encinitas ENGINEER R.C.E. NO. 48971 R.C.E. NO. 51274 RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION = 34.664 NAVD 88 EXP. 12/31/13 DATE: DATE: SHEET13 OF 64 WE ri N N V Cl) O N co Q) 3 a 0 0 Q Cl) r W n O m NI Q L c 0 Cl) BUILDING SECTION A 0 2' 4' 8' Al SCALE: 1/4 " =1'-0" Call before you °afl VERIFY SCALES Avoid cutting underground REFERENCES utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 0 CITY OF E N C 1 N ITAS 0 ® 1 G. ROBLEY IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, Califomia, 92127 (858)- 676 -3620 0887113 ALUM. L SOLAR PHOTOV PANELS ROOF PLAN 0 2' 4' 8' SCALE: 114"=V-0" NOTES s 1. A CLASS A ROOF ASSEMBLY MEETING UL790 SHALL BE INSTALLED. W.. C 69577 EXP. 06 -30 -14 PERMIT NUMBER 1I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I G, 11 X OW RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. 1 F REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF E N C 1 N ITAS DRAWING NO. G. ROBLEY G. ROBLEY W. G. RAMROTH $- d • D•/ THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF$�` SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 86 HORIZONTAL AS SHOWN» AS SHOWN VERTICAL city ' . ° tr d'r^�., °. O f *'' ;., rT` Encinitas PLANS PREPARED UNDER SUPERVISION OF DATE December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 RECOMMENDED APPROVED BY: —.. BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT AG -147S BUILDING SECTION AND ROOF PLAN CITY SHEET�40F 64 DRAWING NO. CS -610 RECORD DRAWING C. YOUNG 05 -31 -2013 sl U 0 a M N V M O N M Z a it m rn 3 N 0 C. a m co co 0 m �I a c 0 H.P. R4 0 I CEME OVER STEEL COLUMN PREFINISHED MTL. COPING, TYP., SEE DET. 8/A -5 T CEMENT PLASTER 1/4" CHANNEL OVER 16 "X16" CMU SCREED, TYP. PILASTER STEEL ROOF BEAM ALUM.LADDER, SEE STRUCT. - POWDER COATED ALUMINUM ORNAMENTAL FENCING WEST ELEVATION 0 2' 4' 8' SCALE: 1/4 " =1' -0" 2' -0" X 4' -0" ALUM. WINDOW, SEE DET. 5/A-4 NORTH ELEVATION 0 2' 4' 8' SCALE: 1/4 " =1' -0" SURGETANK IN FRONT — XIIIIWiIIARIV PREFINISHED METAL DOWNSPOUT ALUM. LOUVER — RECLAIMED WATER SIGN 10 AS 2'-8" x 2' -0" ACOUSTIC LOUVER, SEE DET. 7/A-4 Z (V r SPLIT -FACE CMU PREFINISHED STANDING SEAM METAL ROOF — ALUM. LADDER, SEE STRUCT. - 8 "H ALUM. — NUMBERS SURGE TANK PHOTOVOLTAIC PANELS PHOTOVOLTAIC 3'-4" X 2' -0" R.O. PANELS ACOUSTIC LOUVER, SEE DET. 7/A -4 --i lips HOLLOW METAL DOOR AND FRAME, TYP. — l r LIGHT FITXURE, TYP. OF 5 RECYCLED 6 WATER SIGN M7 EAST ELEVATION 0 2' 4' 8' SCALE: 114 " =1' -0" CONCRETE –/ CONTAINMENT WALL PHOTOVOLTAIC PANELS a e Fmm HOLLOW METAL DOORS & FRAME ./ I �= SPLIT -FACE CMU SOUTH ELEVATION 0 2' 4' 8' SCALE: 1/4 " =1' -0" FENCING BEYOND CEMENT PLASTER OVER 16 "X16" CMU PILASTER GRATED WALKWAY, SEE STRUCT. PREFINISHED METAL GUTTER 1/4" CHANNEL SCREED, TYP. CONCRETE SPLASH BLOCK SMOOTH FACE CMU CONCRETE CURB PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE Call before you °a° VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING © 0 ® 1 RO Q FESS /0� IF NOT ONE INCH ON B ! OR THIS SHEET, ADJUST y RECORD DRAWING 1- 800 - 227 -2600 SCALES ACCORDINGLY Ix A Record Drawings have been prepared based on inform mation provided by the Kennedy /Jenks Consultants P. 06 -30 -14 EX P. contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 `) CIyI%- TF San Diego, California, 92127 oQ OF CAv\ (858)- 676 -3620 0887113 BENCH MARK SCALE APPROVALS CITY OF ENCINITAS DRAWING NO. W. G.RAMROTH REVISIONS APPROVED DATE REFERENCES DATE G.RORIEY G.ROBLEY G•2o• /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SEWER PUMP STATION IMPROVEMENT PROJECT A3 SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN DATE :December9,2010 BY: BY: SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER LOCATED ON NORTH SIDE OF AN �'°"' ` of MATT A. TE B BETTS 024087 EDWARD DEANS GLENN PRUIM BUILDING ELEVATIONS AVE .,6N, NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN , .,. x/; M Encinitas R.C.E. NO.: ENGINEER R.C.E. NO. 48971 DATE: R.C.E. NO. 51274 DATE: SHEET 150E 64 ELEVATION= 34.664NAVD 88 EXP. 12/31/13 RECORD DRAWING C. YOUNG 105-31-20131 CITY DRAWING NO. CS -610 a e� v M 0 N M z m m 3 v co 0 0 ¢ M co co 0 0 cc m NI C N 0 DOOR SCHEDULE OPENING DOOR FRAME ASSEMBLY REMARKS NO. SIZE WIDTH X HEIGHT TYPE MATERIAL MATERIAL DETAILS (SEE NOTE 1 BELOW) HARDWARE GROUP FIRE RATING HEAD JAMB SILL 1 PAIR T -2" X 84" B H.M. H.M. 1 2 SIM 3 1 - BOTH SIDES 2 3'4" X 7' -0" C H.M. H.M. 4 2 3 2 - - - - - -- 3 T -0" X 7' -0" A H.M. H.M. 1 2 SIM 3 3 _T_ - 5/16" PHENOLIC PANEL OVER 5/8" ✓� 0 4 rl DRY WELL BACKER ROD, METAL DOOR •':`� /' I i _T BOTH SIDES —� - \ PERMIT NUMBER 1I- FINISH SCHEDULE ROOM 3„ BASE CO RTE_ PM CEILING NO. BOTH SIDES MATERIAL FINISH 3/8"x4" BOLT AS -BUILT PLANS FOR ROADWAY BACKER ROD, MTL. SILL i INSERT FINISH IN THREADED GEOMETRIC AND ABOVE GROUND 101 ELECTRICAL ROOM - .: i - CONC./RESILIENT INSERT CMU /GYP. BD. APPLIED STOP R -11 BATT �. i BOTH SIDES - EATURES �� CONCRETE INSULATION � �`• },; -: �_ /° DOOR TYPES OD 1 /4 " WD. SHIM - DOOR ABBREVIATIONS HOLLOW - - - - -- HOLLOW CHEMICAL STORAGE CONCRETE I - -- HOLLOW METAL FRAME _ , SEALANT e & STATE REPRESENTATIVE DATE NN , 5/16" PHENOLIC PANEL OVER 5/8" ✓� 0 4 rl DRY WELL BACKER ROD, METAL DOOR •':`� /' / GYP. BD. OVER �� ALUM. BOTH SIDES —� - \ 2 -1/2" MTL STUDS J r \ STL. V i L6x3.5x5116 CONT. CONCRETE s @16-O.C. - - •' - EXPOSED STRUCT. MTL. FLASHING STL. ANGLE, HEAD FRAME LOUVER - `__. -_- INSECT ; WELD AT ENDS - \ •', i CMU WALL - -- ; ~` y\ ° ° SCHEDULE 1/4" NEOPRENE -- ALUM " > x = 20 GA CLIP ANGLE INSULATED P-TRAP F7 GASKET BIRD SCREEN SCREEN - -- H.M. DOOR @ EACH STUD -_ _ LOUVER M.O. = MASONRY OPENING %\ t' V x A ACOUSTIC „�_ v BOTH SIDES K \ LOUVER 1 H.M. TRANSOM HEAD JAMB SIM 4 ACOUSTIC LOUVER HEAD /SILL 1/4” NEOPRENE & FRAME \ ; ' SEALANT B & STL =STEEL GASKET ' 3/8 "x4" BOLT IN 6 A4 BACKER ROD, .:...: ALUM SILL f -- - SEALANT B & i THREADED TOWEL DISPENSER & FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING NO. BOTH SIDES MATERIAL FINISH MATERIAL BACKER ROD, MTL. SILL i INSERT FINISH HEIGHT 101 ELECTRICAL ROOM CONCRETE - CONC./RESILIENT V CMU /GYP. BD. APPLIED STOP EXPOSED STRUCT. i BOTH SIDES FLASHING �� CONCRETE OD DOOR TYPES OD PHENOLIC PANEL - DOOR ABBREVIATIONS HOLLOW - - - - -- HOLLOW CHEMICAL STORAGE CONCRETE I - -- HOLLOW METAL FRAME _ , L6x3.5x5/16 CONT. ANGLE, NN OA VARIES 0 4 rl DRY WELL CONCRETE METAL DOOR CONCRETE METAL ALUM. � � - 1/4' WD. SHIM x :� STL. V - CONCRETE - CONCRETE - EXPOSED STRUCT. - FRAME LOUVER - `__. -_- INSECT CMU WALL - \ •', i WELD AT ENDS :: SCHEDULE 2. PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL -- ALUM HM = HOLLOW METAL THRESHOLD INSULATED P-TRAP F7 - -� GROUT FRAME SCREEN - -- H.M. DOOR —H.M. DOORS l & FRAME LOUVER M.O. = MASONRY OPENING a BOTH SIDES K \ H.M. DOOR HEAD 1 H.M. TRANSOM HEAD JAMB SIM 4 ACOUSTIC LOUVER HEAD /SILL JAMB SIM)7 & FRAME \ ; ' a a STL =STEEL 6 3 0 6 A4 6 3 0 .:...: ALUM SILL f 6 A4 TOWEL DISPENSER & A3 — H.M. DOOR 4. APPLY CLEAR WATER RESISTANT SEALER TO ALL EXPOSED EXTERIOR METAL FLASHING d &FRAME DISP. „= ,_ „ SCALE, W=V-O” FRAME i i SCALE: ROOM 102 - WEST ROOM 102 - EAST ROOM 102 - SOUTH Q SYSTEM @D = SEAMLESS EPDXY + + + DOOR NOTES 5. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME 3 - ALUM. WINDOW HEAD /SILL 6 3 U s JAMB SIM 5 A3 INTERIOR WALL 8 Al d 6 3 0 6 A4 SCALE, 3"=V-0" SPREAD CLASSIFICATIONS IN IBC TABLE 803.5. E: W=V- O" SCALE: 1- 1/2 " =1' -0" N ,...: NOTE: SEE 11/A5 FOR ACCESSIBLE MOUNTING HEIGHTS v M ° Q = ° 1. ALL DOOR DETAILS ON THIS SHEET R -11 BATT INSULATION - - - - - -- - - 8" CMU WALL Call before you Daft VERIFY SCALES 6 3 0 A4 0 N A4 s UNLESS NOTED OTHERWISE. 7. HOLLOW METAL DOORS TO BE PAINTED PATINA GREEN. EXPOSED ROOF + 3"=V-0" SCALE: 1/4" =1' -0" "' \ ,, BAR IS ONE INCH ON Call ORIGINAL DRAWING 5/16" PHENOLIC PANEL '. } • ': C M 2. ALL EGRESS DOORS SHALL BE READILY OPERABLE OVER 5/8" GYP. BD. / \. • \ o IF NOT ONE INCH ON A B C 16 "x16" ALUM FOR THE EGRESS SIDE WITHOUT THE USE OF A KEY OVER 2-1/2" MTL STUDS @ 16" O.C. (OMIT @ SIM) - -� ' w r `0 1- 800 - 227 -2600 SCALES ACCORDINGLY 5/16" PHENOLIC mp DOOR LOUVER OR SPECIAL KNOWLEDGE OR EFFORT. These Record Drawings have been prepared based on information provided by the PANEL OVER 5/8" EX o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 0630 16 GA STL. TEE ALUM DRIP -- BACKER ROD 4" MTL. STUDS @ GYP. BD., EXTEND TO CEILING `Pj 9TH CIVIL L San Diego, California, 92127 ANCHOR, 2' -0" O.C. __ •' „° 1 i ` @HEAD -- - -- " ear, -c & SEALANT B 16" O.C., EXTEND Cpl 0887113 �; ' REVISIONS TO ROOF DECK DATE UNISEX TOILET DATE BENCH MARK SCALE ESIG FD DRAWN • CHECKED BY APPROVALS CITY OF ENCINITAS DRAWING NO. Y G. EY FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING NO. NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT 101 ELECTRICAL ROOM CONCRETE - CONC./RESILIENT - CMU /GYP. BD. - / © EXPOSED STRUCT. O VARIES 102 UNISEX TOILET CONCRETE OD CONCRETE OD PHENOLIC PANEL - GYP. BD. © 9' -0" 03 CHEMICAL STORAGE CONCRETE _ CONCRETE _ CMU /STUCCO _ EXPOSED STRUCT. OA VARIES 0 4 rl DRY WELL CONCRETE _ CONCRETE _ CONCRETE EXPOSED STRUCT. - 33' -1" 105 WET WELL CONCRETE - CONCRETE - CONCRETE - EXPOSED STRUCT. - 34' -2" AND 09672 FOR PAINTING SYSTEMS INDICATED IN THE - - -- METAL d VER CONCRETE :: SCHEDULE 2. PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL CMU WALL r- . .: f - - - - - -- ALUM. 5/8" GYP. BD., EXTEND LDEW RESISTANT zi 1/4'° GLAZING -- WINDOW TO TOP OF STUDS \ ALANT &BACKER ROD z � MIRROR PHENOLIC ® ' SHIM RESILIENT PANEL OVER GYP. BD., TYP. m X, BACKER ROD CONCRETE - - COVE BASE L5"X6"HIGH ONCRETE CURB LAVATORY 4 WALLS \ & SEALANT B - WEATHERSTRIP PAINT SYSTEMS: SEE SPECIFICATION SECTIONS 09900 1. PAINT ALL HOLLOW METAL DOORS AND FRAMES PAINT SYSTEM SLAB DOOR BOTTOM AMLESS EPDXY SOAP DISP. LAVATORY N AND 09672 FOR PAINTING SYSTEMS INDICATED IN THE - - -- METAL d VER CONCRETE :: SCHEDULE 2. PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL �, % THRESHOLD INSULATED P-TRAP F7 - -� GROUT FRAME SEALANT B & LS r% FULL - - - -- -- , BACKER ROD, a BOTH SIDES K \ HOLLOW' SYSTEM ©= SEMI -GLOSS FINISH 3. PRE - FINISHED ITEMS SHALL NOT BE PAINTED. \ ; ' a a EPDXY CURB, TOILET PAPER METAL DOOR -- HOLLOW .:...: ALUM SILL f TOWEL DISPENSER & 3 SYSTEM ©= EGGSHELL FINISH 4. APPLY CLEAR WATER RESISTANT SEALER TO ALL EXPOSED EXTERIOR METAL FLASHING d TYP. DISP. WASTE RECEPTACLE CMU AND CONCRETE VERTICAL SURFACES, SEE SPECIFICATION 07190. FRAME i i ROOM 102 - NORTH ROOM 102 - WEST ROOM 102 - EAST ROOM 102 - SOUTH Q SYSTEM @D = SEAMLESS EPDXY H.M. DOOR JAMB 5. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME 2 ALUM. WINDOW HEAD /SILL 6 3 U s JAMB SIM 5 A3 INTERIOR WALL 8 Al d 6 3 0 6 A4 SCALE, 3"=V-0" SPREAD CLASSIFICATIONS IN IBC TABLE 803.5. E: W=V- O" SCALE: 1- 1/2 " =1' -0" N NOTE: SEE 11/A5 FOR ACCESSIBLE MOUNTING HEIGHTS v 6. PENETRATIONS OF FIRE - RESISTIVE WALLS, FLOOR - CEILINGS AND Q H.M. DOOR SILL 3 INTERIOR ELEVATIONS 9 ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN IBC SECTION 712. 6 0 2' 4• B' Call before you Daft VERIFY SCALES 6 3 0 A4 0 N A4 s Avoid cutting underground utility lines. Its costly. 7. HOLLOW METAL DOORS TO BE PAINTED PATINA GREEN. EXPOSED ROOF SCALE, 3"=V-0" SCALE: 1/4" =1' -0" M - - - - -- HM DOOR 18 "x24" z � MIRROR PHENOLIC ® FINISH NOTES -- HM FRAME TOILET SEAT PANEL OVER GYP. BD., TYP. m CONCRETE - - COVER DISP. LAVATORY 4 WALLS \ - WEATHERSTRIP PAINT SYSTEMS: SEE SPECIFICATION SECTIONS 09900 1. PAINT ALL HOLLOW METAL DOORS AND FRAMES PAINT SYSTEM SLAB DOOR BOTTOM f SOAP DISP. LAVATORY AND 09672 FOR PAINTING SYSTEMS INDICATED IN THE - - -- METAL M SCHEDULE 2. PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL �, % THRESHOLD INSULATED P-TRAP F7 8 AND NON - GALVANIZED METAL FABRICATIONS PAINT SYSTEM (A LS SYSTEM = HIGH GLOSS FINISH a SYSTEM ©= SEMI -GLOSS FINISH 3. PRE - FINISHED ITEMS SHALL NOT BE PAINTED. a a EPDXY CURB, TOILET PAPER . TOWEL DISPENSER & 3 SYSTEM ©= EGGSHELL FINISH 4. APPLY CLEAR WATER RESISTANT SEALER TO ALL EXPOSED EXTERIOR 4 . d d TYP. DISP. WASTE RECEPTACLE CMU AND CONCRETE VERTICAL SURFACES, SEE SPECIFICATION 07190. ROOM 102 - NORTH ROOM 102 - WEST ROOM 102 - EAST ROOM 102 - SOUTH Q SYSTEM @D = SEAMLESS EPDXY 5. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME cc co SPREAD CLASSIFICATIONS IN IBC TABLE 803.5. 0 NOTE: SEE 11/A5 FOR ACCESSIBLE MOUNTING HEIGHTS ro 6. PENETRATIONS OF FIRE - RESISTIVE WALLS, FLOOR - CEILINGS AND Q H.M. DOOR SILL 3 INTERIOR ELEVATIONS 9 ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN IBC SECTION 712. 6 0 2' 4• B' Call before you Daft VERIFY SCALES 6 3 0 A4 A4 s Avoid cutting underground utility lines. Its costly. 7. HOLLOW METAL DOORS TO BE PAINTED PATINA GREEN. EXPOSED ROOF SCALE, 3"=V-0" SCALE: 1/4" =1' -0" BAR IS ONE INCH ON Call ORIGINAL DRAWING STRUCTURE TO BE PAINTED DARK GRAY. C M 0 ®1 8. ALL INTERIOR FINSIHES TO COMPLY WITH CHAPTER 8 OF THE CBC /CFC. o IF NOT ONE INCH ON QROFESS/ ��Q l B. a OR THIS SHEET, ADJUST my RECORD DRAWING `0 1- 800 - 227 -2600 SCALES ACCORDINGLY mp These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants EX o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 0630 -14 E 10920 Via Frontera, Suite 110 `Pj 9TH CIVIL L San Diego, California, 92127 OF F� 06' ,l3 ear, -c (858)- 676 -3620 Cpl 0887113 a C: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ESIG FD DRAWN CHECKED BY APPROVALS CITY OF ENCINITAS DRAWING NO. Y G. EY S- U/G L�2o /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY Ia416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER HORIZONTAL ASSHOWN Clty ,,.,.z , .z Of PLANS PREPARED UNDER SUPERVISION MATT A. TEBBETTS OF DATE : December 9, 2010 R.C.E. NO.: C24087 RECOMMENDED APPROVED BY: __ BY: - EDWARD DEANE GLENN PRUIM WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT A4 Y Y DOOR AND FINISH SCHEDULE AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 AS SHOWN*• VERTICAL y� 7 y� Encinitas ENGINEER EXP. 12/31/13 R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: CITY SHEET 160E 64 DRAWING NO. CS -610 RECORD DRAWING C. YOUNG 05 -31 -2013 PERMIT NUMBER 11- CO RTE_ PM - -- 1.5" SCHED. 40 GALV. STL. GUARDRAIL POST AS -BUILT PLANS FOR ROADWAY PHOTOVOLTAIC PANELS ON ALUM. PHOTOVOLTAIC PANELS ON SET IN SLEEVE AND GEOMETRIC AND ABOVE GROUND HOLD -DOWN CLIPS ON ROOF ALUM. HOLD -DOWN CLIPS - - - - - - -- NON - SHRINK GROUT FEATURES PANEL SEAMS @ 5' -0" O.C. MAX. - - PREFINISHED STANDING SEAM % ACCESS. SYMBOL, PREFINISHED STANDING \ STATE REPRESENTATIVE DATE 1 MTL. ROOFING OVER VAPOR - 1.585 "0 1' -8" LONG RAISED LETTERS & SEAM MTL. ROOFING OVER BARRIER OVER 3" RIGID SOLID STL. BRAILLE ROOM ID VAPOR BARRIER OVER 3" INSULATION - -- lj r�'� REINFORCING BAR SIGN. CONFORM TO RIGID INSULATION -- - " CBC 11 17B.5.9 P.T. WOOD P.T. WOOD n NAILERS - -� f t `� ROOM ID SIGN INTERNATIONAL SYMBOL NAILERS - -- .,>- . ,� •,:�,_,- . �� /ten OF � CIRCLE AND TRIANGLE — h TOP OF HANDLE OF PREFINISHED MTL � PREFINISHED ` FIRE EXTINGUISHER FLASHING MTL. FLASHING ! FOR UNISEX. CONFORM TO CBC 1115B.5 2X10 HSS FASCIA -� /� ; % 42" ADJACENT /// - - STRUCT. 2X10 HSS FASCIA c : MTL. DECK 1 PREFINISHED MTL. V-0 SIGN BEHIND TOILET j / Q .�j III III p \ RECLAIMED WATER SOFFIT LINER PANELS ' `` K % I III III ■ ` - 36" I—�- �.: � CONT. MIL. �- - - CONT. BENT BOTH SIDES MTL. L1- 1/2'X1 -1/2" i -� �� d III i II \ ■ _ _J is I � 2-0' � u Ll- 1/2 "X1 -1/2 ", I� - { III III -___ - o / ENTER LINE 6 r -STRUCT. ■ GROUT FILL m PREFINISHED MTL. MTL. DECK 4 III III p o % Y OF HOLDER qq SOFFIT LINER PANELS - - -- - TAPERED HSS I J] ( ■ -- 3.5" I.D. SCHEDULE 10 i z BEAM, SEE STRUCT. ; in I¢- _ ■ GALV POST SLEEVE , c cm z / M ` 6" TYP. TO EDGE N OF CONCRETE / SANITARY FACILITIES FIRE EXTINGUISHER SOAP GRAB BARS TOILET PAPER WALL SECTION 1 WALL SECTION 3 POST DETAIL c ENTRANCE DISPENSER AT TOILET DISPENSER 0 1' 2' 3' 0 1' 2' 31 A2 6 3 0 6 AS - CONCRETE WALL 5 � < " 21/2 � �!" NOTES: - _ "1.5" SCHED 40 GALV. STL. ❑INSULATE HOT WATER SUPPLY AND A5 A S6ro" BITUMINOUS '' l HANDRAIL. EXTEND 12" BEYOND ) WASTE LINE UNDER LAYS AND SINKS. TSAq r - GALV. STL. HANDRAIL, 7 COATING LAST BRACKET AND RETURN TO PROVIDE WRIST OPERATORS ON SINK WALL AND LAVATORY FAUCETS. - - -- �C� ATTACH AT EA. VERTICAL / Z tiG i / SUPPORT, SEE DET. A5 ° / 2 #10 -24 SS FLAT HEAD PHILLIPS ON ALUM. HOLD -DOWN f , ® O AND ACCESS PHOTOVOLTAIC PANELS / SELF - DRILLING SELF - TAPPING METAL OPENING SCREW X5/8" LONG 17 "MIN. f m! _ 1 -1 /2" SCHED. 40 GALV. " -____ LOCATE HANDLE / y CLIPS ON ROOF PANEL M; o I 11-91 �— STL. HANDRAIL BRACKET SEAMS @ 5' -0" O.C. MAX. _ 1 L STL. GUARDRAIL AND ON SIDE WITH N POSTS, TYP. LARGER OPEN - -- 5/8 "0 x 3" SS - -rt DET. A - WALL MOUNTED SPACE i -PREFINISHED STANDING w j EXPANSION ANCHORS z SEAM MIL. ROOFING OVER - - `RETURN HANDRAIL TO ¢ - -- 2 1 /2" w -v z VAPOR BARRIER OVER 3" - VERTICAL SUPPORT o b o _j CO % RIGID INSULATION �O ' I I 1.5" SCHED 40 GALV. STL. HANDRAIL. U z N i COPE WELD AND I I EXTEND 12" BEYOND LAST BRACKET v i - io AND RETURN TO WALL t� C14 y - P.T. WOOD GRIND SMOOTH, I I ` ' NAILERS TYP. I I � • � N I I WELD POST TO SEAT COVER PAPER TOWEL MIRROR WATER CLOSET LAVATORY ' 4X4 PREFINISHED I - - - -" (2) #10 -24 SS FLATHEAD PHILLIPS SELF- DISPENSER DISPENSER (FLUSH VALVE) 8 STRUCT. �!- � � � SHEET MTL. GUTTER I \ \\ `\ -- DRILLING SELF - TAPPING METAL SCREW X5/8" LONG MIN. MTL DECK _2' -0 CONT. 1- 1/2 "X2" MTL. - -- - BENT STL. ROD HANDRAIL BRACKET CHANNEL, WELDED STL. STRINGER �j v -- WELDED TO EACH POST. CONT. BENT MTL. a__ ,o i, , L1- 1/2 "X1 -1/2" , PREFINISHED MTL. NOTE: BOTH SIDES _ - -� \ SOFFIT LINER PANELS 1. FOR RISER HEIGHT &TREAD DEPTH SEE STAIR PLANS &SECTIONS. DET. B -POST MOUNTED TAPERED HSS FLASHING SET IN 14 � BEAM, SEE STRUCT. SEALANT IN SAW STAIR SECTION 4 HANDRAIL DETAIL 7 MOUNTING HEIGHTS 11 CUT CMU - 't - PREFINISHED MIL. o r z a 6 3 D 6 AS 0 a A5 FLASHING OVER P.T. =1._ .. ?'= - BLOCKING W/ RAIN COLLAR 1/2"=V-0" SCALE PREFINISHED STANDING SEAM MTL. ROOFING OVER VAPOR x — CEMENT PLASTER OVER BARRIER OVER 3" RIGID n ± SMOOTH FACE CMU 1 -112" SCHED. 40 \ ;r 1 -1/2" SCHED. 40 INSULATION - -- FIREPROOFING I L WOOL In Order t0 COnS@N@ Water h r; GALV. STL. POST GALV. STL. POST \ / THIS BUILDING USES & GUARDRAIL TO _ _ -3 0 RAINWATER & GUARDRAIL RECLAIMED WATER D LEADER '� FLUSH TOILETS AND SMOOTH - -1 -1/2" SCHED. 40 7 COPING OVER P.T. r {. . PREFINISHED MTL. FACE CMU - - -�; 9 U GALV. STL HANDRAIL m SLOPE BLOCKING URINALS a �� >• 1 w w '` DO NOT NO TOME U AS OCCURS, SEE DET. p5 d -! j CUT BLOCK FOR LEADER ¢ a a f -{ DRINK EL AGUA 44 �R CO w PREFINISHED MTL. - CONCRETE SPLASH BLCOK " C7 i N -- 1.585 "0 SOLID STL. M C1 1.585 "0 SOLID STL. SOFFIT LINER PANELS -- w - w I jj WASH HANDS AFTER CONTACTING 7 N REINFORCING BAR, N/ REINFORCING BAR, CONT. BENT MTL / 1' -8" LONG, EPDXY 1' -8" LONG, EPDXY _. __ / % `7 TRUCT LAVASE SUS MANOS DEPARTES DE AZAR q - CEMENT PLASTER L1- 1/2 "X1 -1 /2" m ,. S e °< i TO POST TO POST r I OVER SMOOTH FACE MTL. G WELD POST TO 6 i { CMU PILASTER 3/8 "X8 "X10" BENT - -- IT -FACE a a - ° PL., BOTH SIDES -- CMU DE 12" a -. - I % 8" SPLIT-FACE STRINGER _ _' l 6" A5 1/4" CHANNEL i NOTES: SCREED, TYP. - CONCRETE a 8" CONCRETE 1. REFER TO SECTION 10400 OF THE SPECIFICATIONS. ' WALL 2. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, I THICKNESS SHALL BE 18 GAGE. i I I I I 3. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND �L WITH WHITE LETTERS AND SYMBOLS. - STL. STAIR STRINGER, 4. SIGN SHALL MEET REQUIREMENTS OF CALIFORNIA SEE STRUCT. PLUMBING CODE 1619.0 (A). a WALL SECTION 2 GUARDRAIL /HANDRAIL SECTION 5 PILASTER DETAIL 8 2 -HOUR FIRE WALL SECTION 9 RECYCLED WATER SIGNAGE 10 0 1' 2' 3' A5 A3 0 1 z 3 0 1!2 A3 SCALE: 1" =1' -0" SCALE: V =1' -0" _ cax bmsrore, you obi VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING o 0 ® 1 0 ` QROFESSIO,� IF NOT ONE INCH ON OR THIS SHEET, ADJUST `'ICY y ` %L 1- 800 - 227 -2600 SCALES ACCORDINGLY RECORD DRAWING m Kennedy /Jenks Consultants These Record Drawings have been rumen prepared based on information provided s o by the 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 10920 Via Frontera, Suite 110 San Diego, California, 92127 `c OF 00.\F o(. -O 1 (858)- 676 -3620 �9T CIVIL y- 3 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G.ROBLEY G.ROBLEY W. G.RAMROTH APPROVALS CITY OF ENCINITAS DRAWING NO. S_ /crs / THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF t T A5 SURVEY 18416 .A3- 5 " BRASS DISC IN THE MIDDLE OF THE AS SHOWN M .'",`,, ' DATE :December9,2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL •.;: STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER O EDWARD DEANE GLENN PRUIM AVE -, 65 FEET WESTERLY OF THE CENTER OF THE , MATT A. TEBBETTS R -C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E- NO. 51274 BUILDING DETAILS NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ' RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION = 34.664 NAVD 88 Encinitas ENGINEER EXP. 12/31/13 DATE: DATE: SHEET 17 OF CITY DRAWING NO. CS -6-6 10 J U J i n m N It M 0 N M m z M m GENERAL STRUCTURAL NOTES GENERAL 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2007 CALIFORNIA BUILDING CODE. 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS NOTED OTHERWISE. 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 4. DIMENSIONS NOTED WITH AN ASTERISK, "' ", ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER. PERMITS AND INSPECTIONS I . THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES, CALOSHA, CALIFORNIA CIVIL CODE AND CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS, AND APPLICABLE OSHA REQUIREMENTS. SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE SOIL COMPACTION TESTS. 3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH CBC, SECTION 1709. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE. 3.1. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED 4. SPECIAL INSPECTION IN ACCORDANCE WITH CBC, SECTION 1704, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. SOIL AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE MADE BY LEIGHTON CONSULTING IN A REPORT DATED 09111108. 2. IN ACCORDANCE WITH THE CBC CHAPTER 18 THE SOILS ARE GENERALLY CLASSIFIED AS FILL OVER ALLUVIAL SANDS. 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 1,500 PSF FOR FOOTINGS. BEARING CAPACITY OF SOILS ARE FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. 4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE GEOTECHNICAL ENGINEER. EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL. 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTIONC, THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 5.1. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION. 5.2. THE UTILIT TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED; AND, 5.3. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE GEOTECHNICAL INVESTIGATION. LOADING CRITERIA 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE CALIFORNIA BUILDING CODE INCLUDING LATEST REVISION. 2. DEAD LOAD: AS CALCULATED 3. LIVE LOADS: FIXED LADDERS 300 LBS POINT FIXED STAIRWAYS & EXIT -WAYS 100 PSF UNIFORM, 300 LBS POINT PER TREAD HANDRAILS, GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL, 200 LBS POINT FLOOR - HEAVY MANUFACTURING /STORAGE 250 PSF UNIFORM, 3,000 LBS POINT ROOF (REDUCTION FOR UNIFORM LOAD) 20 PSF UNIFORM, 2,000 LBS POINT GRATING, CHECKERED PLATE, ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD SIDEWALKS & VEHICULAR DRIVEWAYS 250 PSF UNIFORM, 8,000 LBS POINT AASHTO UNRESTRICTED VEHICULAR ACCESS HS20-44 CONCRETE VAULTS AND COVERS AASHTO HS20.44 4. WIND LOAD: IMPORTANCE FACTOR I`r✓ 1.15 BASIC WIND SPEED 85 MPH EXPOSURE D INTERNAL PRESSURE COEFFICIENT, BUILDING ±0.18 5. SNOW LOAD: IMPORTANCE FACTOR,1 1.1 BASIC GROUND SNOW LOAD, P9 0 SNOW EXPOSURE COEFFICIENT, Ce 0.9 THERMAL FACTOR, Ct 1.1 6. SEISMIC LOAD: OCCUPANCY CATEGORY III SEISMIC IMPORTANCE FACTOR,1 1.25 SEISMIC IMPORTANCE FACTOR, Ip 1.50 SOIL PROFILE TYPE D MAPPED SPECTRAL RESPONSE ACCELERATION: Ss 1.36 MAPPED SPECTRAL RESPONSE ACCELERATION: S1 0.512 SEISMIC DESIGN RESPONSE PARAMETER: SOB 0.908 SEISMIC DESIGN RESPONSE PARAMETER: SD1 0.512 SEISMIC DESIGN CATEGORY E SITE COEFFICIENT, Fa 1.0 SITE COEFFICIENT, Fv 1.5 DESIGN BUILDING USING THE EQUIVALENT LATERAL FORCE METHOD DESIGN TANK USING HYDRODYNAMIC LOADING PER ACI 350 OVERSTRENGTH AND DUCTILITY COEFFICIENT, R 5.0 - SPECIAL MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR, Rw 3.0 - BURIED CONCRETE TANKS PER ACI 350 SEISMIC AMPLIFICATION FACTOR, Ow 2.5 ca'I before you °a° TYPE VERIFY SCALES Avoid cutting underground B 4,500 utility lines. It's costly. E BAR IS ONE INCH ON Call G ORIGINAL DRAWING CLSM /CDF - OPTIONAL SUBSTITUTE FOR SITE FILL, OR AS INDICATED (SEE 02065) AS -BUILT PLANS FOR ROADWAY ® ® 11/2" 0.2146 0 ® 1 0.248 GALV G90 IF NOT ONE INCH ON OR FEATURES THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 REINFORCING STEEL 1. REINFORCING BARS SHALL BE ASTM A615 -GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. 4. REINFORCING SHALL LAP A MINIMUM OF OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN. WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 5. HOOK REINFORCING BARS INTERRUPTED BY OPENINGS. 6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS APPROVAL IN WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND BASE SLABS: FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2 -INCH BOTTOMS AND SIDES IN CONTACT WITH EARTH 3 -INCH SUSPENDED SLABS: FORMED SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2 -INCH TOP AND BOTTOM BARS DRY CONDITION 1 -INCH BEAMS AND COLUMNS: DRY CONDITIONS: STIRRUPS, SPIRALS, AND TIES 1 1/2 -INCH PRINCIPAL REINFORCEMENT 2 -INCH EXPOSED TO EARTH, WATER, OR WEATHER: STIRRUPS, SPIRALS, AND TIES 2 -INCH PRINCIPAL REINFORCEMENT 21/2 -INCH WALLS: LESS THAN 12- INCHES THICK 1 1/2 -INCH 12 INCHES OR OVER IN THICKNESS 21/2 -INCH CONCRETE: 1. CEMENT SHALL BE ASTM C150 FOR ALL STRUCTURES. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS NOTED IN THE TABLE BELOW AND AS FURTHER DEFINED IN THE SPECIFICATIONS: CONCRETE STRENGTH (PSI) TYPE STRENGTH LOCATION B 4,500 SEVERE SANITARY - PUMP STATION, STORAGE BASIN AND BUILDING CONCRETE E 2,500 MISCELLANEOUS STRUCTURES AND SITEWORK G 125 CLSM /CDF - OPTIONAL SUBSTITUTE FOR SITE FILL, OR AS INDICATED (SEE 02065) 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 -05 INCLUDING BAR BENDS AND HOOKS, UNLESS DETAILED OTHERWISE. 3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4 -INCH AMPLITUDE. 4. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS (UNLESS SHOWN ON STRUCTURAL DRAWINGS). COORDINATE WITH EQUIPMENT MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES. 5. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 314 -INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 -INCH RADIUS CONSTRUCTION JOINT. 6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO.5 BARS AT 12- INCHES EACH WAY. 7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS STRUCTURALSTEEL: 1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. W- AND Wi- SHAPES SHALL CONFORM TO ASTM A992. PLATES CONNECTING TO W- AND WT- SHAPES SHALL CONFORM TO ASTM A572 GRADE 50. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S. 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISC CERTIFIED FABRICATOR IN CONFORMANCE WITH THE LATEST AISC SPECIFICATION PARTS 1 THRU 4 AND THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ". 3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. CONNECTIONS SHALL USE ASTM A325 -X BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITH OVERSIZE OR SHORT SLOTTED HOLES. 4. WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XX ELECTRODES. WELDING SHALL BE DONE BY CERTIFIED WELDERS. WELDING SHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.1). 5. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL COMPONENTS AND CONNECTIONS SHALL BE PAINTED OR PROTECTIVE COATED IN ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURAL ALUMINUM: 1. UNLESS NOTED OTHERWISE, STRUCTURAL ALUMINUM SHALL BE GRADE 6061 -T6. 2. THE FABRICATOR AND INSTALLER MUST BE A STATE LICENSED CONTRACTOR REGULARLY ENGAGED IN CUSTOM FABRICATION AND INSTALLATION OF WELDED AND BOLTED STRUCTURAL ALUMINUM. 3. WELD ELECTRODES SHALL CONFORM TO AWS A5.3 OR A5.10. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. WELDING SHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.2). 4. CONNECTIONS SHALL USE AISI TYPE 304, STAINLESS STEEL BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL BOLTED CONNECTIONS. 5. ALL ALUMINUM IN CONTACT WITH CONCRETE, PLASTER OR OTHER METALS SHALL RECEIVE AN ISOLATION COATING IN ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURAL STEEL DECK 1. PROVIDE A COLD FORMED STEEL DECK FABRICATION FROM STEEL CONFORMING TO ASTM Al 008 SS OR ASTM A653, STRUCTURAL QUALITY, AND SECTION A3 OF THE LATEST EDITION OF THE AISI SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS. STEEL SHALL HAVE A MINIMUM YIELD POINT OF 38 KSI. 2. STEEL DECK PROPERTIES & FINISHES: 'STEEL ROOF DECK TYPE IS BASED ON VERCO MANUFACTURING. EQUIVALENT PRODUCTS BY VULCRAFT, OR EQUAL, MAY BE SUBMITTED FOR ENGINEER'S REVIEW. SEE SPEC 05310. 3. FORM DECK UNITS TO SPAN 3 OR MORE SUPPORTS WITH DECK ENDS BEARING 3- INCHES ON SUPPORTING MEMBERS OR INTERIOR END LAPS. 4. CONSTRUCTION LIVE LOADS SHALL NOT EXCEED 20 POUNDS PER SQUARE FOOT UNIFORM LOAD OR 150 POUND CONCENTRATED LOAD ON A V -0" WIDE SECTION OF DECK. 5. SEE ARCHITECTURAL, MECHANICAL, PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS THROUGH DECK. 6. FOR DECK APPLICATIONS WITHOUT SLAB (TYPE(&DN PLAN), ATTACH ROOF DECK TO STRUCTURAL SUPPORTS AS FOLLOWS (UON): a) FOR WELDS TO STRUCTURAL MEMBERS PROVIDE ARC -SPOT WELDS OR PUDDLE WELDS OF 518 -INCH DIAMETER PER AWS D1.3 SPECIFICATIONS. b) ATTACH ALL DECK UNITS TO STRUCTURAL FRAMING WITH A FASTENER LAYOUT FOR BOTH ENDS AND INTERIOR SUPPORTS SHALL BE 36/5 (5 FASTENERS PER SUPPORT). c) PROVIDE 518 -INCH PUDDLE WELD AT EVERY 12 INCHES WHERE THE DECK FLUTES ARE PARALLEL TO THE SUPPORTS. d) DECK SHALL BE FASTENED AT THE SIDELAP BY BUTTON- PUNCHING AT 24 INCHES ON CENTER MAXIMUM. STRUCTURAL STEEL DECK SCHEDULE 0887113 MARK GA DEPTH I (in) -S (in) FINISH FILL TYPE' AS -BUILT PLANS FOR ROADWAY ® 20 11/2" 0.2146 0.235 0.248 GALV G90 NO FILL N/A FEATURES 1. CONCRETE 'STEEL ROOF DECK TYPE IS BASED ON VERCO MANUFACTURING. EQUIVALENT PRODUCTS BY VULCRAFT, OR EQUAL, MAY BE SUBMITTED FOR ENGINEER'S REVIEW. SEE SPEC 05310. 3. FORM DECK UNITS TO SPAN 3 OR MORE SUPPORTS WITH DECK ENDS BEARING 3- INCHES ON SUPPORTING MEMBERS OR INTERIOR END LAPS. 4. CONSTRUCTION LIVE LOADS SHALL NOT EXCEED 20 POUNDS PER SQUARE FOOT UNIFORM LOAD OR 150 POUND CONCENTRATED LOAD ON A V -0" WIDE SECTION OF DECK. 5. SEE ARCHITECTURAL, MECHANICAL, PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS THROUGH DECK. 6. FOR DECK APPLICATIONS WITHOUT SLAB (TYPE(&DN PLAN), ATTACH ROOF DECK TO STRUCTURAL SUPPORTS AS FOLLOWS (UON): a) FOR WELDS TO STRUCTURAL MEMBERS PROVIDE ARC -SPOT WELDS OR PUDDLE WELDS OF 518 -INCH DIAMETER PER AWS D1.3 SPECIFICATIONS. b) ATTACH ALL DECK UNITS TO STRUCTURAL FRAMING WITH A FASTENER LAYOUT FOR BOTH ENDS AND INTERIOR SUPPORTS SHALL BE 36/5 (5 FASTENERS PER SUPPORT). c) PROVIDE 518 -INCH PUDDLE WELD AT EVERY 12 INCHES WHERE THE DECK FLUTES ARE PARALLEL TO THE SUPPORTS. d) DECK SHALL BE FASTENED AT THE SIDELAP BY BUTTON- PUNCHING AT 24 INCHES ON CENTER MAXIMUM. r m RECORD DRAWING These Record Drawings have been prepared based on information provided by the . C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 oG - 04 -l3 0887113 PERMIT NUMBER I I- CE RTE PM SPECIAL INSPECTION AND AS -BUILT PLANS FOR ROADWAY TESTING SCHEDULE REVISIONS APPROVED GEOMETRIC AND ABOVE GROUND REFERENCES DATE BENCH MARK SCALE FEATURES 1. CONCRETE PROVIDED IN ACCORDANCE WITH TABLE 1704.4. CITY OF ENCINITAS DRAWING NO. PDS 1X1 CONTINUOUS PLACEMENT INSPECTION DLB /LTS O•/ 1X1 EXCEPTIONS: 2,500 PSI OR TYPE E CONCRETE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS STATE REPRESENTATIVE DATE [X] 4 CYLINDERS PER 100 CUBIC YARDS* PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED TEST: 2 @ 7 DAYS, 2 @ 28 DAYS. "EACH MIX PLACED, EACH DAY PLACED STRUCTURAL ABBREVIATIONS 2. BOLTS INSTALLED IN CONCRETE 9, 2o10 [XI ALL BOLTS SEWER PUMP STATION IMPROVEMENT PROJECT C [ ] LOCATION: 3. SPECIAL MOMENT- RESISTING CONCRETE FRAME & AND JT JOINT NOT USED @ AT J 4. REINFORCING STEEL AND PRESTRESSING TENDONS # NUMBER KIP 1,000 POUNDS [XI PLACEMENT INSPECTION Q DIAMETER KSI KIPS PER SQUARE INCH [ I STRESSING AND GROUTING OF TENDONS AASHTO AMERICAN ASSOCIATION EDWARD DEANS GLENN PRUMM 5. STRUCTURAL STEEL AND WELDING STRUCTURAL GENERAL NOTES, SPECIAL OF STATE HIGHWAY L,L ANGLE PROVIDED IN ACCORDANCE WITH SECTION 1704.3 AND TABLE 1704.3, WELDING TRANSPORTATION OFFICIALS LB(S) POUNDS INSPECTION SHOULD BE PROVIDED IN ACCORDANCE WITH TABLE 1704.3 AB ANCHOR BOLT LB/SF POUND(S) PER SQUARE FOOT PERIODIC VISUAL INSPECTION: s Encinitas AGGREGATE BASE LL LIVE LOAD [X] SINGLE PASS FILLET WELDS < 5 /16" ACI AMERICAN CONCRETE LLH LONG LEG HORIZONTAL [X] STEEL DECK INSTITUTE LLV LONG LEG VERTICAL [ I WELDED STUDS ADDIT ADDITIONAL LLBB LONG LEG BACK -TO -BACK [X] COLD FORMED STUDS AND JOINTS ADJ ADJACENT LONGIT LONGITUDINAL [X] STAIR AND RAILING SYSTEMS AISC AMERICAN INSTITUTE OF LT LIGHT CONTINUOUS VISUAL INSPECTION STEEL CONSTRUCTION LW LIGHT WEIGHT [ ] ALL OTHER WELDING AISI AMERICAN IRON AND [X] REINFORCING STEEL STEEL INSTITUTE MATL MATERIAL 6. HIGH STRENGTH BOLTING: AITC AMERICAN INSTITUTE OF MAX MAXIMUM PERIODIC INSPECTION IN ACCORANCE WITH AISC SPECIFICATIONS TIMBER CONSTRUCTION MB MACHINE BOLT SNUG TIGHT: [ ] ALL ALUM ALUMINUM MC MOISTURE CONTENT [XI PERIODIC ALT ALTERNATE MC MISCELLANEOUS CHANNEL FULL PRETENSION: [X] ALL APA AMERICAN PLYWOOD MECH MECHANICAL [ ] PERIODIC ASSOCIATION MFR MANUFACTURER 7. STRUCTURAL MASONRY fm =1,500 psi APROX APPROXIMATE MIN MINIMUM IN ACCORDANCE IWTH SECTION 1704.5.2 AND TABLE 1704.5.1 ARCH ARCHITECTURAL MISC MISCELLANEOUS LEVEL II ASTM AMERICAN SOCIETY FOR MTL METAL VERIFICATION OF fm: [ ] PRISM TESTS TESTING AND MATERIALS [ j PRISM TEST RECORD AWS AMERICAN WELDING SOCIETY (N) NEW [XI UNIT STRENGTH NOT NON- DESTRUCTIVE TEST(ING) [X] CONTINUOUS INSPECTION B/ BOTTOM OF NIC NOT IN CONTACT [ ] PERIODIC INSPECTION BLKG BLOCKING NO. NUMBER TEST BEFORE DURING BLDG BUILDING NOM NOMINAL PRISMS [ I 1X1 3/5,000 sf BM BEAM NS NEAR SIDE UNITS 1X] 11 BMA BEAM MEMBER 1 NSG NON-SHRINK GROUT GROUT [XI [X] 3NVEEK BN BOUNDARY NAILING NTS NOT TO SCALE MORTAR [ j [Xj 3NVEEK BOT BOTTOM 8. REINFORCED GYPSUM CONCRETE BP BASE PLATE OC ON CENTERS NOT USED BS BOTH SIDES OD OUTSIDE DIAMETER 9. INSULATING CONCRETE FILL BTWN BETWEEN OH OPPOSITE HAND, OVERHEAD NOT USED OPNG(S) OPENING(S) 10. SPRAY- APPLIED FIRE RESISTIVE MATERIALS C CHANNEL OPP OPPOSITE NOT USED CALC'S CALCULATIONS 11. PILING, DRILLED PIER AND MICRO PILES* CC,C /C CENTER -TO- CENTER PAF POWDER ACTUATED FASTENER NOT USED CJ CONSTRUCTION JOINT PL PLATE 12. SHOTCRETE CJP COMPLETE JOINT PENETRATION PLF POUND PER LINEAL FOOT NOT USED c CENTERLINE PP PARTIAL PENETRATION 13. SPECIAL GRADING, EXCAVATION, AND FILLING CLR CLEAR PSF POUND PER SQUARE FOOT [XI PERIODIC INSPECTION CNJ CONTROL JOINT PSI POUND PER SQUARE INCH [X] SUBGRADE TESTS COL COLUMN PT(S) POINT(S) 1X1 COMPACTION TESTS CONC CONCRETE PT PRESSURE TREATED [XI VERIFY BEARING STRATA CONST CONSTRUCTION 14. SMOKE CONTROL SYSTEMS CONT CONTINUOUS R, RAD RADIUS NOT USED RECT RECTANGLE, RECTANGULAR 15. SPECIAL CASES DBL DOUBLE REINF REINFORCING, WENT [ ] SHEAR WALUDIAPHRAGM NAILING DIA DIAMETER REQ'D REQUIRED 1X1 ANCHORAGE TO EXISTING CONCRETEIMASONRY (SPEC 05100): DIM DIMENSION 1X1 INSTALLATION INSPECTION DL DEAD LOAD SCH SCHEDULE [XI PROOF LOAD TEST TO TWICE ALLOWABLE TENSION VALUE: DN DOWN SF SQUARE FOOT (SUBMIT TEST LOADS TO ENGINEER PRIOR TO TEST) DWG(S) DRAWINGS SHT SHEET -10 %" OF ANCHORS FOR DOWELS SIM SIMILAR -10% OF ANCHORS FOR SILL PLATE BOLTS (E) EXISTING SLBB SHORT LEGS BACK -TO -BACK - 50 % OF ANCHORS FOR EQUIP ANCHORAGE EA EACH SLH SHORT LEG HORIZONTAL -100% OF ANCHORS FOR HOLD -DOWN BOLTS EF EACH FACE SLV SHORT LEG VERTICAL -100% FOR ALL OTHER ANCHORS EL ELEVATION SMS SHEET METAL SCREW [XI EXCAVATION SUPPORT /SHORING EMBED EMBEDMENT SPEC(S) SPECIFICATION(S) [ ] UNDERPINNING EN EDGE NAILING SQ SQUARE EQ EQUAL SS STAINLESS STEEL NOTE: POST- INSTALLED FASTENERS ARE ONLY TO BE INSTALLED WHERE EQUIP EQUIPMENT SSD SATURATED SURFACE DRY SPECIFICALLY INDICATED AND SHALL RECEIVE SPECIAL INSPECTION IN ES EACH SIDE STAG STAGGER ACCORDANCE WITH SECTION 05100. EW EACH WAY STD STANDARD EXP EXPANSION STIFF STIFFENER EXT EXTERIOR STL STEEL STRUC STRUCTURE (F) FUTURE SUSP SUSPENDED FD FLOOR DRAIN SYM SYMMETRICAL FF FINISH FLOOR FIN FINISH T/ TOP OF FLR FLOOR T &B TOP AND BOTTOM FN FIELD NAILING TS STRUCTURAL TUBING FNDN FOUNDATION TYP TYPICAL FRP FIBERGLASS REINFORCED PLASTIC UBC UNIFORM BUILDING CODE FT FOOT /FEET LION UNLESS OTHERWISE NOTED FTG FOOTING UT ULTRASONIC TESTING GA GAGE/GAUGE VERT VERTICAL GALV GALVANIZED VIF VERIFY IN FIELD GLB GLULAM BEAM W/ WITH HORIZ HORIZONTAL W/O WITHOUT HSS HOLLOW STRUCTURAL SECTION W WIDE FLANGE HT HEIGHT WP WORK POINT HWL HIGH WATER LEVEL WT WEIGHT, STRUCTURAL TEE WALL THICKNESS IBC INTERNATIONAL BUILDING CODE WWF WELDED WIRE FABRIC ICC INTERNATIONAL CODE COUNCIL IN INCH YD YARD INT INTERIOR r m RECORD DRAWING These Record Drawings have been prepared based on information provided by the . C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 oG - 04 -l3 RECORD DRAWING C. YOUNG 05 -31 a m v M 0 N M rn 3 a 0 0 C; cc m w 0 m NI Q c cc c I 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS DRAWING NO. PDS PDS DLB /LTS O•/ THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF 9, 2o10 SEWER PUMP STATION IMPROVEMENT PROJECT C SURVEY 18416 A35" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN �'� - +Wi DATE :December BY: _. BY: J STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER '# Of MATT A. TEBBETTS C24087 EDWARD DEANS GLENN PRUMM STRUCTURAL GENERAL NOTES, SPECIAL AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY SFREEWAY OFF RAMP. VERTICAL AS SHOWN aw s Encinitas R.C.E. NO.: ENGINEER 12/31/13 R.C.E. NO. 48971 DATE: R.C.E. NO. 51274 DATE: INSPECTION AND TESTING AND ABBREVIATIONS SHEET 180F 64 ELEVATION = 34.664 NAVD 88.. EXP. RECORD DRAWING C. YOUNG 05 -31 a m v M 0 N M rn 3 a 0 0 C; cc m w 0 m NI Q c cc c I SPLICE LENGTH FOR REINFORCING BARS IN WALLS & SLABS (INCHES) 1.2,15 BAR SIZE CONC COVER =1.00 IN. CONC COVER =1.50 IN. CONIC COVER =2.00 IN. SOFT INCH TOP OTHER TOP OTHER TOP OTHER METRIC POUND z z g NOTE A NOTE A 6" WATERSTOP A = VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. #10 #3 17 16 17 16 17 16 #13 #4 23 17 23 17 23 17 #16 #5 33 26 28 22 28 22 #19 #6 46 35 34 26 34 26 #22 #7 74 57 55 43 49 38 #25 #8 93 72 70 54 56 43 #29 #9 113 87 86 66 69 53 #32 #10 137 106 105 81 85 66 #36 #11 162 125 125 97 102 79 NOTES: 1. LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI 318 -05. NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY DIFFERENCES THAN THE FOLLOWING CRITERIA FOR APPLICABLE CHANGES IN LAP SPLICE LENGTH. 2 LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 60 REINFORCING IN NORMAL-WEIGHT CONCRETE WITH Pc GREATER THAN OR EQUAL TO 3 000 PSI 12" ROUGH CONSTRUCTION JOINT to VAPOR BARRIER SEE NOTE 2 i- CRUSHED ROCK 3. CENTER -TO- CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER. NOTES: 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW BARS. 1. ALL ENCASEMENT REINFORCEMENT SHOWN SHALL BE #4 @ 12 ". 5. FOR EPDXY - COATED REINFORCING OR LIGHTWEIGHT AGGREGATE CONCRETE CONSULT THE DESIGN ENGINEER FOR LAP SPLICE LENGTHS. 2. WHERE VAPOR BARRIER IS SHOWN IN PLANS OR SECTIONS THE VAPOR BARRIER SHALL BE PLACED CONTINOUSLY UNDER SLAB AND ENCASEMENT. CONCRETE REINFORCEMENT SPLICE TABLE NO SCALE 3" B 3" NOTE C -� (MIN) (MIN) a z a WALL 2 'n -- NOTE D -- NOTE A z WALL 1 A2 3" MIN B T MIN 3" MIN B 3" MIN B 3" MIN WALL 2 NOTE A NOTE C WALL 3 NOTE A z e a A2 A3 m " NOTE D z a NOTE A WALL 1 M A2 A3 3" MIN B 3" B 3' MIN MIN DATE WALL 2 NOTE A M WALL 2 NOTE A - B THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 NOTE D NOTE D d 2x8 WALL 3 NOTE M WALL 1 z z g NOTE A NOTE A 6" WATERSTOP A = VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. ,A a a 4 ONE EXTRA BAR EACH CORNER PER LAYER OF 30 FEET. lz2s��'19 ° a REINFORCEMENT SPLICE TABLE. USE SPLICE LENGTH FOR THE SMALLER OF THE TWO BARS REGULAR REINFORCING (SEE TABLE BELOW). BEING SPLICED. C = STANDARD HOOK. D = TYPICAL CORNER REINFORCEMENT. SIZE SHALL MATCH LARGEST ADJACENT WALL HORIZONTAL REINFORCEMENT; SPACING SHALL MATCH MINIMUM ADJACENT WALL HORIZONTAL REINFORCEMENT SPACING. REGULAR REINFORCING. MAIN REINFORCEMENT FOR ALL STRUCTURES OPENING BAR LENGTH to VAPOR BARRIER SEE NOTE 2 i- CRUSHED ROCK 3. CENTER -TO- CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER. NOTES: 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW BARS. 1. ALL ENCASEMENT REINFORCEMENT SHOWN SHALL BE #4 @ 12 ". 5. FOR EPDXY - COATED REINFORCING OR LIGHTWEIGHT AGGREGATE CONCRETE CONSULT THE DESIGN ENGINEER FOR LAP SPLICE LENGTHS. 2. WHERE VAPOR BARRIER IS SHOWN IN PLANS OR SECTIONS THE VAPOR BARRIER SHALL BE PLACED CONTINOUSLY UNDER SLAB AND ENCASEMENT. CONCRETE REINFORCEMENT SPLICE TABLE NO SCALE 3" B 3" NOTE C -� (MIN) (MIN) a z a WALL 2 'n -- NOTE D -- NOTE A z WALL 1 A2 3" MIN B T MIN 3" MIN B 3" MIN B 3" MIN WALL 2 NOTE A NOTE C WALL 3 NOTE A z e a A2 A3 m " NOTE D z a NOTE A WALL 1 M A2 A3 3" MIN B 3" B 3' MIN MIN _ d e -. DATE WALL 2 NOTE A M WALL 2 NOTE A - B THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 NOTE D NOTE D d 2x8 WALL 3 NOTE M WALL 1 z z g NOTE A NOTE A 6" WATERSTOP A = VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. ,A _ d e -. DATE ALTERNATE NOTE C m < m HOOK DIRECTION - B THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 NOTE D NOTE D d 2x8 ONE HALF TOTAL AREA TO EACH SIDE OF OPENING WALL 1 WALL 1 z z g NOTE A NOTE A 6" WATERSTOP A = VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. Ax DISTANCE FROM INSIDE CORNER FACE TO NEAREST VERTICAL CONSTRUCTION JOINT IN SIMILARLY NUMBERED WALL. "A" SHALL NOT BE LESS THAN DIMENSIONS INDICATED BY THESE DETAILS; NOR GREATER THAN INDICATED ON PLAN DRAWINGS; BUT IN ANY CASE SHALL NOT EXCEED ONE EXTRA BAR EACH CORNER PER LAYER OF 30 FEET. lz2s��'19 B = OPTIONAL SPLICE LOCATION UNLESS SPECIFICALLY NOTED ON PLAN DRAWINGS. SPLICE LENGTH SHALL NOT BE LESS THAN THAT AS SHOWN IN THE CONCRETE REINFORCEMENT SPLICE TABLE. USE SPLICE LENGTH FOR THE SMALLER OF THE TWO BARS REGULAR REINFORCING (SEE TABLE BELOW). BEING SPLICED. C = STANDARD HOOK. D = TYPICAL CORNER REINFORCEMENT. SIZE SHALL MATCH LARGEST ADJACENT WALL HORIZONTAL REINFORCEMENT; SPACING SHALL MATCH MINIMUM ADJACENT WALL HORIZONTAL REINFORCEMENT SPACING. REGULAR REINFORCING. MAIN REINFORCEMENT FOR ALL STRUCTURES OPENING NOTES: 1. VERTICAL REINFORCING NOT SHOWN. 2. THESE DETAILS SHALL BE APPLICABLE TO ALL WALL CORNERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. TYPICAL HORIZONTAL CORNER REINFORCING NTS Call before you D ;fl VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 0 0 ® 1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, Califomia, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE .4 S _ /Z U/1- TS PI 6.26 •/? YOUNG 05 -31 -2013 N\\\ SLAB OF - 4-#4x4'-O'@ 6" CC, TOP LAYER 3/4" BELOW TOP OF SLAB INTERIOR CORNERS EXTERIOR CORNERS 1 TYPICAL PIPE AND CONDUIT 2 TYPICAL ADDITIONAL REINFORCING ENCASEMENT FOR SLAB CORNERS NTS NTS 0 OPENING #5x4' -0" LONG EACH CORNER EACH FACE FOR OPENINGS 12" <D <21" N DATE BENCH MARK EXTRA BARS EQUAL IN TOTAL AREA TO REGULAR REINFORCING INTERRUPTED BY OPENING. PLACE D - B THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL AS SHOWN AS SHOWN VERTICAL 19" TO 24" 2x8 ONE HALF TOTAL AREA TO EACH SIDE OF OPENING `n AND IN THE SAME TRANSVERSE POSITION AS 6" WATERSTOP SECTION REGULAR REINFORCING. ONE EXTRA BAR EACH CORNER PER LAYER OF lz2s��'19 REGULAR REINFORCING (SEE TABLE BELOW). PLACE IN SAME TRANSVERSE POSITION AS REGULAR REINFORCING. OPENING BAR LENGTH THICKNESS BAR RECT. CIRCLE OF CONCRETE SIZE OPNG. OPNG. <12" 4 3' -0' 12" TO 18" 5 T -0" D +12" >18" 6 T -8" D +12" B = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN IN CONC REINFORCEMENT SPLICE TABLE FOR OPENINGS 21"<D< 54" NOTES: 1. THIS DETAIL IS REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS OR IF THE WALUSLAB IS A PRESSURE WALL. SEE DETAIL BELOW FOR REINFORCING AROUND OPENINGS IN PRESSURE WALLS /SLABS. TYPICAL ADDITIONAL REINFORCING AT OPENINGS 12" <_D <_54" NTS 2444' -O" EF AT SLABS (TYP) 245x6' -O" EF AT WALLS (TYP) OPENING HOOK REINF BARS INTERRUPTED BY OPENING (TyP) OPENING t� PROVIDE ADDIT REINF BARS EQUAL AREA TO INTERRUPTED BARS. PLACE ONE -HALF AT EACH SIDE OF THE OPENING AT 3" OC NOTES: 1. PROVIDE ADDITIONAL VERTICAL REINF EQUAL TO THE LENGTH OF THE UNINTERRUPTED BARS. 2. EXTEND HORIZONTAL ADDITIONAL REINF 5'-O" MIN BEYOND EITHER SIDE OF OPENING (HOOK BARS IF 5' -0" NOT AVAILABLE). 3. THIS DETAIL APPLIES TO ALL WALLS AND SLABS USED FOR RETAINING LIQUIDS AND SOIL. 6 ADDITIONAL REINFORCING AT OPENINGS IN PRESSURE WALLS AND SLABS NTS REFERENCES DATE BENCH MARK SCALE > Z W THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL AS SHOWN AS SHOWN VERTICAL 19" TO 24" 2x8 m `n 6" WATERSTOP SECTION city of Encinitas yfl 5"MIN #4 CONT SLAB ROUGH CJ z 4 � 0 #3 @12" ° dO- a NOTES: 1. FOR LOCATION AND SIZE, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. TYPICAL CONCRETE CURB SAND BLAST AND CLEAN SEE SPECIFICATION - OTHERWISE PROVIDE KEY WHEN CJ IS LOCATED WITHIN 113 SPAN FROM FACE OF SUPPORT WALL -WALL STANDARD KEY SEE DETAIL 12 S-22 PERMIT NUMBER 1I- CO RTE PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE Z -BAR SPACER AT 8' CENTERS EACH DIRECTION MINIMUM ONE ROW. FABRICATE FROM #2 OR HEAVIER BARS. TIE TO OUTSIDE LAYER OF REINFORCING. 4 SPACER FOR WALL REINFORCEMENT NTS CL 0 w U �b ADD #4x4' -0" @ 12" (T &B WALL -WALL WHEN NO OTHER HORIZONTAL REINF IS \ ) n 6" WATERSTOP BEYOND J MIN 6 RIBS J 2x3 > Z W 13" TO 18" 2x6 19" TO 24" 2x8 m `n 6" WATERSTOP SECTION CJ I j 4 ° a 4 ° Q N a d WALL -SLAB 6" TOP SLAB -SLAB WIRE TIE @ BEYPOND OND 12" CC WALL -SLAB SLAB -SLAB NOTES: NOTES: 1. REINFORCING STEEL IS CONTINUOUS THROUGH CONSTRUCTION JOINTS. 2. SEE SPECIFICATION FOR CONCRETE SURFACE PREPARATION. 7 CONSTRUCTION JOINT WITHOUT WATERSTOP NTS SAWED JOINT PROVIDE CAULK IF SPECIFICALLY NOTED ON DRAWINGS 4 a 4 a NO WATERSTOP OR DOWELS AT JOINT NOTES: 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. 2. IF 2 LAYER REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. 10 TYPICAL CONTROL JOINTS NTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December9,2010 BY_ MATT A. TEBBETTS EDWARD DEANE R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: 1. LOCATE WATERSTOP WITH WIRE TIES OR LONGITUDINAL KEY BLOCKING BETWEEN TWO CONTINUOUS CURTAINS OF REINFORCING. 2. AT INTERSECTIONS OF CONSTRUCTION JOINTS, CONNECT WATERSTOP TOGETHER TO FORM CONTINUOUS WATER BARRIER. 3. PROVIDE ROUGHENED SURFACE BETWEEN CONCRETE POURS. 4. REFER TO SPECS FOR INSTALLATION & DETAILED PRODUCT REQ'S. 8 CONSTRUCTION JOINT WITH WATERSTOP NTS a0 �m JOINT NOTES: 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF THE CONSTRUCTION JOINT LENGTH. THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE D x W LESS THAN 8" 2x3 9" TO 12" 2x4 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 11 TYPICAL LONGITUDINAL KEYS NTS e RECORD DRAWING These Record Drawings have been prepared based on information provided by the No. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 (P�q� C IV 11. ��\e F OF CAQ oG -o4-13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S2 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS I SHEET 190E 64 i r � : d 1 ► e7�i�� • 1, PERMIT NUMBER 11- CO RTE_ PM 1/4" BAND EDGES (TYP) AS -BUILT PLANS FOR ROADWAY 1/4" GEOMETRIC AND ABOVE GROUND CUT VERTICAL LEG TO SUIT GRATING -FOR SIZE SEE MAX FEATURES #3 @12" EW, H LESS THAN 8" #4 @12" t2, PERTINENT PLANS 1" OR AS SHOWN ON #5 @12" PROVIDE COARSE CIVIL PLAN BROOM FINISH EW, H BETWEEN 8" 816" #5 @12" EW, 3/4" CHAMFER VERTICAL 12" #3 @12" EW, H LESS THAN 8" #4 @12" a � Z EF H MORE THAN 16" EDGES (TYP) EW, H BETWEEN 8" 816" #5 @12" EW, ° 6 mJm STATE REPRESENTATIVE DATE H MORE THAN 16" d STRAP ANCHOR 1/4 "x1 112 @ 18" FRAME ANGLE L3x21/2x114 (3" d p ROUGH CJ d ° ROUGH CJ CC AND 12" MAX FROM CORNER BEARING LEG) • • • ° • • • o• • • _ (MIN 2 PER MEMBER) ? d ° L31/2x21/2x1/4 (LLV) W/ 518 "0 ADHESIVE III D ° D p t, t, D d (N) CONC SLAB R, %i ANCHOR AT 18" CC o ° 114 (6" MAX AT ENDS) 4" I I I • D • • D • D • D • 4 • ' • • (E) CONC SLAB d I (TYP-) n D o ° ° #4 f 2 ", H MORE THAN T -0" DIMENSION SHOWN ON PLANS _ a d -III III -III III III- III -II III III -III II #5 DOWEL IN ADHESIVE #4 @12" H LESS THAN 16" EMBEDDED ANGLE SUPPORT BOLTED ANGLE SUPPORT III III III III -III III CAPSULE @ 12" CC STANDARD HOOK #5 @12" H 16" OR MORE ) ( III III III III III) III) ) I DIMENSION SHALL BE AS III III —III III III —III - SHOWN ON CIVIL PLAN AND � ON EXISTING CONCRETE SLAB ON NEW CONCRETE SLAB NOTES: 1. PLACE ALL EQUIPMENT ON CONCRETE BASES. 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER. THE CONTRACTOR SHALL LOCATE AND MATERIAL SCHEDULE GRATING FRAME ANGLE ANCHOR STRAPS ADHESIVE ANCHOR GALV STEEL GALV STEEL STEEL GALV STEEL Ss SS__ STEEL Ss ALUMINUM Ss STEEL Ss FIBERGLASS Ss STEEL SS III III —III III —III N z SHALL BE COORD W/ EQUIP III) ) III III) III III) ) SUBMITTALS. III III —III III III III —III 3. FOR INSTALLATION AT EXISTING SLABS, OVER EXCAVATE 2' -0 ", FILL WITH STRUCTURAL FILL COMPACTED TO 90% RELATIVE COMPACTION. AVOID DRILLING THRU EXISTING REINFORCING STEEL. NATIVE SOIL TYPICAL EQUIPMENT PAD 1 TYPICAL GRATING SUPPORT 2 TYPICAL AT GRADE EQUIPMENT PAD (?) NTS _ NTS NTS 112 "0 SS ADHESIVE WT6x20 6" LONG @ 10' ANCHORS EMBED OC, WITH 2 3/4" EXP 4" ANCHORS, MIN 6" EMBED SLAB PROVIDE CAP PLATE FOR U a ALUM PIPE Q o BRACKET SEE 1/4 4" NOTE a — ._..RUNG ASCE40 7" CL Q CRANE RAIL — — — — — S BEAM WITH C d ° ° a d d d d - 1.25 "0 RUNG /---3/4" BOLT CAP CHANNEL, MOUNTING BRACKETS @ 6' 1/2" ALUM PLATE (' PUNCH THROUGH EMBED 5" PER CRANE I ° RAILING MANUFACTURER L %. FASCIA, ABOVE ��F Q SUPPORTS @ 10' -0" 1 "0 SOLID ALUM RUNG a d - -- - i --RAIL O.C. FOR 2 TON d 2 "x.156" SQ. 112" ALUM PLATE WELD TO 1 -1/2 "0 SCHEDULE TUBE Q MAX CRANE LADDER SIDE RAILS, BOLT 40 ALUM PIPE BEAM 1W MIN PL 1 "x12x12 TO CONC FLOOR WI 1i2 "0 d WALL ` PL 2 EACH SUPPORT AT SS ADHESIVE ANCHORS EMBED 4" ° -- TYP a EDGES -3/4" BOLT BRACKET, Q T12 OR 8" MIN POCKET ? EMBED 5" 7' -0" OC TYP 2 PLATES (POCKET WIDTH SAME AS BEAM WIDTH) d MAX 1/2 8 TOP OF SLAB PL 1 "x12x12 T NOTE: PROVIDE SMOOTH OR LEVEL 4 - 1" EXP ANCHORS, MIN SPLIT FACE BLOCK PRIOR TO NOTES: 8" EMBED. MIN 6" OC V -6" SETTING BRACKET 1. REINFORCING STEEL NOT SHOWN. (MIN) NOT USED 4 TYPICAL BEAM POCKET 5 FRP LADDER (TYP) 6 CRANE SUPPORT DETAIL 7 ALUMINUM LADDER 8 NTS NTS NTS NTS - NTS - - FLOOR DRAIN (V 2'-0" SLAB RADIUS a d a' d. - NOTES: 1. REINFORCING STEEL NOT SHOWN. NOT USED 9 NOT USED NOT USED 11 NOT USED 12 NOT USED 13 TYPICAL FLOOR DRAIN NTS NTS _ NTS _ NTS _ NTS _ NTS Avoid before you Data - Avoid cutting underground VERIFY SCALES utility lines. Ies costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ©, 0 ®1 0 �QROFESSIp,� IF NOT ONE INCH ON .�� B. OR THIS SHEET, ADJUST `' 2n RECORD DRAWING 1- 800 - 227 -2600 SCALES ACCORDINGLY cmr These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants O. C69577 1 contractor, and others, in order to document actual constructed conditions of the facilities. � EXP. 06 -30 -14 �f 10920 Via Frontera, Suite 110 TqT CIVIL San Diego, California, 92127 (858)- 676 -3620 0887113 F OF CA��F 0(..04-11: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PDS Y Y PDS DLB APPROVALS CITY OF ENCINITAS DRAWING NO. �U /LTS 6 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS, Clt PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F pLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF .N '.;; J C ^ SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE ASSHOWN ``. K DATE :December9,2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT v SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL r r ,, e,, STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER ,, Of EDWARD DEANE GLENN STRUCTURAL CONCRETE GENERAL NOTES MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. N0.48971 R.C.E. N0O.. 5512 1274 AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ,. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL 14X t r; ENGINEER SHEET 200E 64 RECORD DRAWING C. YOUNG 051 -2013 3 ELEVATION = 34.664 NAVD 88•`_v Encinitas EXP. 12/31/13 DATE: DATE: AND TYPICAL DETAILS II CITY DRAWING NO. CS -610 a v M O N M CC STRUCTURAL CONCRETE MASONRY UNIT GENERAL NOTES 1. CONCRETE MASONRY UNITS: BLOCKS SHALL HAVE A LIGHTWEIGHT CLASSIFICATION AND CONFORM TO ASTM C90, LATEST EDITION. MINIMUM COMPRESSIVE STRENGTH OF UNITS OF 1,900 PSI WHEN AIR CURED FOR 28 -DAYS. MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI OF MASONRY WALL ASSEMBLAGE AT 28 -DAYS. 2. MORTAR: PROPORTION MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270 FOR TYPE S MORTAR. DO NOT USE MASONRY CEMENT. RETEMPER MORTAR ONLY BY ADDING WATER INTO THE MORTAR AND THEN WORKING WATER INTO THE MORTAR. RETEMPERING MORTAR BY DASHING WATER OVER THE MORTAR IS NOT PERMITTED. ANY MORTAR UNUSED WITHIN 2 1/2 HOURS OR GROUT THAT IS UNUSED WITHIN 1 1/2 HOURS AFTER INITIAL MIXING SHALL BE REMOVED FROM THE WORK. 3. GROUT: MINIMUM GROUT STRENGTH OF 2,500 PSI. INCREASE CEMENT CONTENT OF THE GROUT, AS NECESSARY TO ACHIEVE THE SPECIFIED MASONRY ASSEMBLY STRENGTH (f m) AND ADEQUATE WORKABILITY. GROUT COMPRESSIVE STRENGTH WHEN TESTED PER ASTM C1019 SHALL BE EQUAL OR EXCEED THE CONCRETE MASONRY UNIT STRENGTH. GROUT SHALL HAVE A SLUMP BETWEEN 9 AND 10- INCHES AT THE TIME OF PLACEMENT. ALL CELLS SHALL BE FILLED SOLIDLY WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION. 4. ADMIXTURES: ADMIXTURES ARE NOT PERMITTED IN MORTAR OR GROUT UNLESS FAVORABLY REVIEWED BY THE ENGINEER. 5. AGGREGATES: SAND FOR MORTAR SHALL CONFORM TO ASTM C144 EXCEPT NOT LESS THAN 3% OF THE SAND SHALL PASS THE NUMBER 100 SIEVE. SAND AND PEA GRAVEL FOR GROUT SHALL CONFORM TO ASTM C404, TABLE 1, COARSE AGGREGATE, EXCEPT WHEN OTHER GRADINGS ARE SPECIFICALLY APPROVED BY THE ENGINEER. 6. WATER: WATER USED FOR MORTAR AND GROUT SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, SALTS, ALKALI, AND ORGANIC MATERIALS. 7. REINFORCEMENT: REINFORCING SHALL BE ASTM A615 -GRADE 60. REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT. EMBEDDED ITEMS SHALL BE SECURED IN PLACE PRIOR TO GROUTING. PROVIDE A MINIMUM OF 1 -INCH GROUT AROUND BOLTS IN MASONRY. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS. VERTICAL REINFORCING SHALL BE HELD IN PLACE AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. UTILIZE REBAR POSITIONERS TO ACHIEVE VERTICAL REINFORCING PLACEMENT. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS, EXCEPT LINTEL UNITS SHALL BE USED OVER OPENINGS. 8. BEFORE PLACING BLOCK ON CONCRETE, CLEAN CONCRETE, ROUGHEN CONCRETE SO THAT AGGREGATE IS EXPOSED TO 1/4 -INCH AMPLITUDE AND APPLY BONDING AGENT. 9. LAY ALL MASONRY WITH COMMON OR RUNNING BOND. CONSTRUCT ALL MASONRY TO MAINTAIN AN UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. THE VERTICAL ALIGNMENT SHALL BE SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED VERTICAL FLUE IN ACCORDANCE WITH TABLE 7 OF THE SPECIFICATION FOR MASONRY IN ACI 530. 10. CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR A PERIOD OF 1 HOUR OR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT POUR 1 1/2 INCHES MINIMUM BELOW THE UPPER -MOST UNIT, EXCEPT AT THE TOP OF WALLS. 11. CONTROL JOINTS: LOCATE CONTROL JOINTS AS SHOWN ON PLANS OR AT 20' -0" MAXIMUM SPACING WHERE NOT SHOWN BUT NOT LESS THAN 2' -0" FROM A JAMB OR OPENING. PLACE LEDGER, LINTEL, OR TOP OF WALL BEAM REINFORCING CONTINUOUS THROUGH EXPANSION AND CONTROL JOINTS, WRAPPING BARS WITH 1/8 -INCH THICK BOND BREAKING TAPE Z -0" BOTH SIDES OF JOINT. DO NOT SPLICE BOND BEAM REINFORCING WITHIN 6' -0" OF AN EXPANSION OR CONTROL JOINT. 12. SPECIAL INSPECTION: WHERE THE BUILDING, STRUCTURE OR STRUCTURAL ELEMENT REQUIRES SPECIAL INSPECTION AS NOTED ON THE PLANS AND THE REINFORCING SCHEDULE BELOW, PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH CBC CHAPTER 17. 13. INSPECTION: ALL WORK SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE OR THE BUILDING OFFICIAL. THE CONTRACTOR SHALL MAINTAIN ALL WORK ACCESSIBLE AND EXPOSED FOR INSPECTION. INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING CELLS FOR DEBRIS PRIOR TO GROUTING AND SIZE AND PLACEMENT OF REINFORCEMENT, ANCHORS, AND OTHER EMBEDDED ITEMS. 14. REINFORCEMENT TOLERANCES: UNLESS NOTED OTHERWISE ALL VERTICAL WALL REINFORCEMENT PLACED IN A DIRECTION PERPENDICULAR TO THE WALL PLANE SHALL BE PLACED WITHIN A TOLERANCE OF ±112 INCH AND ALL LONGITUDINAL REINFORCEMENT SHALL BE PLACED WITHIN A TOLERANCE OF f2 INCHES. TYPICAL WALL REINFORCING SCHEDULE BUILDING WALL THICKNESS VERT REINF HORIZ REINF REMARKS INSPECTION PUMP STATION BUILDING ALL WALLS 8" #7 @ 8" #5 @ 24 245 @ TOP OF WALL SPECIAL INSP REQ'D SITE WALLS ALL WALLS 8" #5 @ 24" #5 @ 24" 1 #5 @TOP OF WALL SPECIAL INSP REQ'D SCHEDULE REINF SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON SPECIFIC DETAILS OR SECTIONS. C40 before you °a° OPENING WIDTH VERIFY SCALES Avoid cutting underground 246 GROUT EVERY utility lines. It's costly. CELL(TYP) BAR IS ONE INCH ON Call U#3 ORIGINAL DRAWING 7" 8" CC y t D Y 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 12" MIN ADD'L #5 BAR VERT PROVIDE 24" HOOK IN z TO BOND BEAM ALONG TOP OF WALL 0 N OPEN END BLOCKS THROUGHOUT (TYP) - ADD'L #5 - BAR VERT VERT REBAR AT 4" HIGH UNITS ONLY 2 STD BOND BEAM BLOCKS PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I 245 BARS TYP NOTES: x. ' ;. (OR AS NOTED) `r t..^ = 1. PLACE VERTICAL REBAR HORIZ WALL AT y OF WALL. REBAR C 1 •. " -? .� : ••� "' = �� LINTEL BLOCK 2. SEE SCHEDULE BELOW FOR TYPICAL WALL <_ REINFORCING. '' DO NOT CONTINUE SOLID BEAM BLOCK 1/2 "MIN CLR BEYOND JAMB "'III C CORNER INTERSECTION BOND BEAM BLOCK LINTEL INTERSECTION AT CONC (AT ALL HORIZ REBAR) TYPICAL REINFORCEMENT AT CONCRETE MASONRY UNIT WALLS 1 NTS it w w z Of o Of Of co O AT DOOR OPENING EXTEND DOWELS TO - FOOTING 48 BAR DIAMETERS OR 2' -0" MIN (TYP) NOTES: 1. FOR WALL REINFORCING, SEE "TYPICAL WALL REINFORCING SCHEDULE" THIS SHEET. SEE RELATED SECTIONS AND DETAILS THIS SHEET. 2. EXTEND JAMB BARS FROM THE FLOOR TO ROOF WHERE OPENING EXCEEDS 4'-0" IN WIDTH; OTHERWISE EXTEND 48 BAR DIAMETERS OR 2' -0" MIN. 3. DOWELS FOR JAMB BARS SHALL MATCH JAMB REINFORCING SCHEDULE. LINTEL REINFORCING PER LINTEL SECTION, WHERE EXTENSION IS NOT POSSIBLE, EXTEND BARS AS FAR AS POSSIBLE AND PROVIDE STANDARD HOOK. DO NOT SPLICE BARS OVER OPENING (TYP) 245 (TYP) UNLESS OTHERWISE NOTED SEE JAMB REINFORCING SCHEDULE (TYP) -TOP OF CONCRETE JAMB REINF SCHEDULE OPENING WIDTH REINFORCEMENT (EACH SIDE) 8" CMU 246 GROUT EVERY 247 CELL(TYP) D AWING TYP WALL REBAR — U#3 HAIRPIN TIES @ 7" 8" CC VERT REBAR AT 4" HIGH UNITS ONLY 2 STD BOND BEAM BLOCKS PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I 245 BARS TYP NOTES: x. ' ;. (OR AS NOTED) `r t..^ = 1. PLACE VERTICAL REBAR HORIZ WALL AT y OF WALL. REBAR C 1 •. " -? .� : ••� "' = �� LINTEL BLOCK 2. SEE SCHEDULE BELOW FOR TYPICAL WALL <_ REINFORCING. '' DO NOT CONTINUE SOLID BEAM BLOCK 1/2 "MIN CLR BEYOND JAMB "'III C CORNER INTERSECTION BOND BEAM BLOCK LINTEL INTERSECTION AT CONC (AT ALL HORIZ REBAR) TYPICAL REINFORCEMENT AT CONCRETE MASONRY UNIT WALLS 1 NTS it w w z Of o Of Of co O AT DOOR OPENING EXTEND DOWELS TO - FOOTING 48 BAR DIAMETERS OR 2' -0" MIN (TYP) NOTES: 1. FOR WALL REINFORCING, SEE "TYPICAL WALL REINFORCING SCHEDULE" THIS SHEET. SEE RELATED SECTIONS AND DETAILS THIS SHEET. 2. EXTEND JAMB BARS FROM THE FLOOR TO ROOF WHERE OPENING EXCEEDS 4'-0" IN WIDTH; OTHERWISE EXTEND 48 BAR DIAMETERS OR 2' -0" MIN. 3. DOWELS FOR JAMB BARS SHALL MATCH JAMB REINFORCING SCHEDULE. LINTEL REINFORCING PER LINTEL SECTION, WHERE EXTENSION IS NOT POSSIBLE, EXTEND BARS AS FAR AS POSSIBLE AND PROVIDE STANDARD HOOK. DO NOT SPLICE BARS OVER OPENING (TYP) 245 (TYP) UNLESS OTHERWISE NOTED SEE JAMB REINFORCING SCHEDULE (TYP) -TOP OF CONCRETE JAMB REINF SCHEDULE OPENING WIDTH REINFORCEMENT (EACH SIDE) LESS THAN 6 -0" 246 6 -0" TO 7'-0" 247 ELEVATION SCALE: 1/4 " =1'-0" WALL REINFORCING WITH STANDARD HOOK FALT HOOK /—JAMB REINF SEE SCHEDULE JAMB OR END OF WALL PLAN 3 CONTROL JOINT AT COLUMN NTS NTS VERT REINF BOLT EMBEDMENT SCHEDULE o SEE TABLE OR AS 0 Z I SHOWN ON co O� D AWING 7/8" 6" 1" 7" DRAWING NO. S4 y t J BOLT EMBEDMENT SCHEDULE BOLT SIZE EMBED 1/2" 4" 5/8" 4" 3/4" 5" 7/8" 6" 1" 7" NOTES: 1. THE MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS. 2. THE MINIMUM EDGE DISTANCE SHALL BE IS BOLT DIAMETERS WITH A MINIMUM 6" TO END OF WALL. MORTAR JOINT ri RAKED 1/2" DEEP CAULKING JOINT AT LEDGER OR LINTEL VERT REINF HORIZ REINF 3/� 8" T0112" HORIZ REINF SEE NOTE #11 BACKER ROD --/ �I CAULKING TYPICAL JOINT TYPICAL CMU ELEVATION 2 TYPICAL BOLT EMBEDMENT 5 TYPICAL CONTROL JOINT PLAN 6 NTS NTS NTS 20. RECORD DRAWING These Record Drawings have been prepared based on information provided by the 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 REVISIONS u / c-TS APPROVED 0887113 DATE G o /? REFERENCES Mp BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044 "AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGH WAY5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN y city �..F y r <�, ," .. {" ' l" �1 k ,�- r `�,k,;; ,� avd " � Encinitas DESIGNED Y 1 DRAWN 13Y I CHECKED Y APPROVALS RECOMMENDED APPROVED gy, BY: EDWARD DEANE GLENN PRUIM R.C.E. N0. 48971 R.C.E. N0. 51274 DATE: DATE: MORTAR JOINT ri RAKED 1/2" DEEP CAULKING JOINT AT LEDGER OR LINTEL VERT REINF HORIZ REINF 3/� 8" T0112" HORIZ REINF SEE NOTE #11 BACKER ROD --/ �I CAULKING TYPICAL JOINT TYPICAL CMU ELEVATION 2 TYPICAL BOLT EMBEDMENT 5 TYPICAL CONTROL JOINT PLAN 6 NTS NTS NTS 20. RECORD DRAWING These Record Drawings have been prepared based on information provided by the 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 REVISIONS u / c-TS APPROVED 0887113 DATE G o /? REFERENCES DATE BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044 "AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGH WAY5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN y city �..F y r <�, ," .. {" ' l" �1 k ,�- r `�,k,;; ,� avd " � Encinitas DESIGNED Y 1 DRAWN 13Y I CHECKED Y APPROVALS RECOMMENDED APPROVED gy, BY: EDWARD DEANE GLENN PRUIM R.C.E. N0. 48971 R.C.E. N0. 51274 DATE: DATE: CITY OF ENCINITAS WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT DRAWING NO. S4 PDS PDS DLB PLANS PREPARED UNDER SUPERVISION OF DATE :December 9, 2010 MATT A. TEBBETTS c24067 R.C.E. NO.: ENGINEER EXP. 12/31113 STRUCTURAL CONCRETE UNIT MASONRY NOTES AND TYP I CAL DETAILS CITY SHEET 2'I OF 64 DRAWING NO. CS -610 RECORD DRAWING C. YOUNG 05 -31 -2013 V v 7 m v IT CO 0 N M 3 a v 0 0 en M r CC) 0 0 Q c N 0 1/4 TYP 112 "x12 "X12" GALV O BASE PL GALV COL WSS 4x4x1/4 3/4 "0 ANCHOR BOLTS EMBED 6" O (TOTAL OF 4) CV 2" 114" THICK BENT R- - GALV STEEL STRINGER C12x20.7 GALV SERRATED STEEL GRATING 1 -1/2 "x3/16" (4) 3(4 "0 EXP STAIR TREAD EMBED ANCHORS 1/2 "0 BOLT (3) SPACED EQUALLY.— 6" (TYP) 9 d d ISM ® 4:° .d m \ TYP 3 SIDES 3116 23 d ° 6x9x3 /8" 3/8"x10.5" PLATE PLATE NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOT USED - BASE PLATE 3 TYP STAIR CONNECTION 1 NTS TYP AT CONCRETE WALL NTS NTS I FINAL TREAD TO BE 1/4 "x6" GALV STEEL PLATE W( (4) PLACED AT SAME 3/4 "0 EXP ANCHORS MIN AT CENTER ELEVATION AS TOP OF OF SLAB. CONIC SLAB ANCHORS SPACED AT 12" MAX AND 3" FROM ENDS CLOSURE PLATE CJP z a 114 "THICK BENT R a� a wm ry EL \ TYP \ ° 1/8 1-6 PL TO C12 \ 114 1 -1 /2 "x3/16" BB @ 1 -3(16" CC GALV STEEL STAIR GALV STEEL TREAD BOLTED TO STRINGERS STRINGER C12x20.7 (TYP) LION NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. GALV SERRATED STEEL GRATING 1 -112 "x3116" STAIR TREAD / 3/8" GAVL CLOSURE PLATE / / a . TYP p, 114" ° 3(8" GALV / PLATE G / 1/2" 0 GALV BOLT 3/4 "0 GALV BOLT 3/8" Q 318 "x3" PLATE ° NOTE: 1. HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. 2. CLOSURE PLATES SHALL BE WELDED WITH A 114" WELD, ALL AROUND TO C -BEAMS AND AT ALL JOINTS TYP STAIR TO CONCRETE SLAB I TYP STAIR CONNECTION TOP CONNECTION AT 90 DEGREE INTERMEDIATE LANDING SEE NOTE BELOW ti 1 -1/2 "x3(16" BB @ 1 -3116" CC GALV STEEL STAIR TREAD SEE PLAN BOLTED TO STRINGERS (TYP) � a ii GALV STEEL 1" \ W STRINGER C12x20.7 LION CLOSURE PL z _ \ , a? 3 SIDES of 118 1 -6 114 a 1/4" THICK a a BENT It o a 5" 1" L3x3x0.25x0' -8" W/ (2 }314 "0 EXP ANCHORS (TYP) II MTR _.._... (4) SPACE EVENLY 3/4 "0 EXP ANCHOR BOLT EMBED 6" 0 �al JIM ■■!■■■■■■■ ■ ■I ■I ■I ■I ■I ■! ■! ■I ■I ■I ■I ■I ■I ■ ■It N CJP7� 318" PLATE — 1/4" THICK BENT PLATE 1-6 5 - GALV STEEL STRINGER C12x20.7 3/8" CAP PLATE WELDED ALL AROUND GALV SERRATED STEEL GRATING 1 -1/2 "x3/16" STAIR TREAD 4x4xl/4 GALV STEEL L 2x2x1/4" 43xllx3/8" PLATE ° ° a d TYP 3 SIDES 6 3116 2-6 (4) SPACE EVENLY 3/4 "0 EXP ANCHOR BOLT EMBED 6" GALV STEEL GRATING 1 -1/2 "x3/16" @13116 "OC ° ° TYP 3 /8" GALV STEEL STRINGER ° C9x11.5 3 SIDES 114 3/4" 0 GALV BOLT — TYPr 3(16 5 TYP 1/4 GALV STEEL STRINGER C12x20.7 NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. 3 SIDES 1/4 (4) 314 "0 EXP EMBED ANCHORS CJP 6" (TYP) —\ 6x4x3/8" PLATE , r—HSS 9x3x1/4 CLOSURE PLATE FYP 3/8" kI GALV SERRATED STEEL GRATING 1- 1/2 "x3 /16" STAIR TREAD 3/8 "x10.5" PLATE --/ CLOSURE PLATE L3x4x3/8 TYP 114 2 -6 6x43 /8" PLATE ZW ° n L 2x2xl/4" (TYP) 3 SIDES F rwi ° °d L4x4xl /4 (TYP) _. _ _ _.. ------- - - - - -- as ° 3/4 "0 GALV BOLTS 2(TYP) 3(4 "0 GALV BOLTS 2 (TYP) NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. ALL CLOSURE PLATES SHALL BE WELDED TO C BEAM ON ALL SIDE WITH A 114" WELD G a u: p d a C r ° 5 I` NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE NOTE: HANDRAIL NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS. 0 0 TYP STAIR TO CONCRETE SLAB $ TYP STAIR CONNECTION g 4 (TYP) PUMP STATION INTERMEDIATE LANDING 2 BOTTOM CONNECTION AT 90 DEGREE INTERMEDIATE LANDING PUMP STATION 90 DEGREE INTERMEDIATE LANDING NTS NTS < NTS NTS before you Dap Avoid VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING C ®' • 0 ®1 FESSIp�� IF NOT ONE INCH ON ��Q B • Y i OR r THIS SHEET, ADJUST {Z c 1 -800- 227 -2600 SCALES ACCORDINGLY 17 m RECORD DRAWING These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants o. C 69577 contractor, and others, in order to document actual constructed wnditions of the facilities. EXP. 0630 -14 10920 Via Frontera, Suite 110 tlT CIVIL San Diego, California, 92127 qTF (858)- 676 -3620 OF CALIF o(..04-13 _ 0887113 c REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE D CDK Y CDKBY DLB BY APPROVALS CITY OF ENCINITAS DRAWING NO. ; U11-7-S G• 0.13 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO- CCE04F OLIVENHAIN SURVEY CONTROL A35" BRAS DISCI THE RECORD OF SEWER PUMP STATION IMPROVEMENT PROJECT S5 SURVEY 78416. A 3.5" BRASS DISC IN THE MIDDLE OF THE AS SHOWN ;# �„ DATE : December 9, 2010 By. BY_ HORIZONTAL - Of EDWARD DEANE GLENN PRUIM SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP aw tr,.z. STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER'- *-�' MATT A. TEBBETTS C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 STRUCTURAL GALVANIZED STEEL STAIR AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN R.C.E. NO. NORTHBOUND INTERSTATE HIGHWAY5FREEWAY OFF RAMP. VERTICAL .: Encinitas ENGINEER EXP 12/31/13 DATE: DATE: TYPICAL DETAILS SHEET 22 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 --]ELEVATION= 34.664 NAVD 86 CITY DRAWING NO. CS -610 0 Can More you o ;fl VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 6 0 ®1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 a REVISIONS I APPROVED I DATE RECORD C. YOUNG 105 -31 -2013 FOUNDATION PLAN 0 3 6 REFERENCES I DATE I BENCH MARK BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS VEY CONTROL POINT "1 1144" AS SHOWN ON RECORD OF VEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE THERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP FION, LOCATED ON THE NORTH SIDE OF MANCHESTER ,65 FEET WESTERLY OF THE CENTER OF THE THBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. 1ATION = 34.664 NAVD 88 r SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN H E k A FNDN BELLOW City of Encinitas PLANS PREPARED UNDER SUPERVISION OF I RECOMMENDED MATT A. TEBBETTS ENGINEER DATE :December9,2010I BY_ R.C.E. NO.: C24087 EXP. 12/31/13 EDWARD DEANE R.C.E. NO. 48971 DATE: L J FLOOR PLAN 0 3 6 1/4"=11-011 APPROVALS APPROVED M GLENN PRUIM R.C.E. NO. 51274 DATE: PERMIT NUMBER I I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES I STATE REPRESENTATIVE DATE I S: EE DWGS S1 -S5 FOR STANDARD DETAILS AND NOTES. TANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES INLESS NOTED OTHERWISE. XTERIOR SLAB AND WETWELL ACCESS PLATFORM SHALL IECEIVE COARSE BROOM FINISH.. VTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. kLL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. :ONSTRUCTION JOINTS SHALL NOT EXCEED 20' -0" ON CENTER V SLABS AND 30' -0" ON CENTER IN WALLS (INCLUDING WALL >EGMENTS JOINED AT CORNERS). VETWELL SHALL RECEIVE COATING SYSTEM 9 PER SECTION 19960 ON ALL INTERIOR SURFACES. kLL EXTERIOR SURFACES TO ELEVATION 19.00 SHALL RECEIVE AODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND )ROTECTION BOARD PER SECTION 07136. )ROVIDE STIRRUPS AT ALL LOCATIONS WHERE ADDITIONAL ;ORNER REINFORCEMENT IS SHOWN. PROVIDE #4 @12" STIRRUPS WHERE REINF IS SPACED 12" AND #3 @8" STIRRUPS NHERE REINF IS SPACED 8 ". PLACE SHEAR REINFORCEMENT -ROM BOTTOM OF STRUCTURE TO 8' FROM TOP OF STRUCTURE. n himl % �RECORD DRAWING p These Record Drawings have been prepared based on information rovided by the 0. contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -3 ac - "y °13 CITY OF ENCINITAS WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT PUMP STATION FOUNDATION AND FLOOR PLANS DRAWING NO. S6 SHEET 230F 64 D ti i v c M O N M 3 ro 0 0 cn co cc ao 0 m NI Q C cc 0 Cn NOTES: 1. SEE DWGS S1-S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. 2. EXTERIOR SLAB SHALL RECEIVE COARSE BROOM FINISH. 3. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. 4. ALL WALLS TO BE COATED OR RECEIVE A WATERPROOFING MEMBRANE SHALL RECEIVE A FILLED FINISH. ALL OTHER WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. 5. WETWELL SHALL RECEIVE COATING SYSTEM PER SECTION 09960 ON ALL INTERIOR SURFACES. 6. ALL EXTERIOR SURFACES TO ELEVATION 19.00 SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SECTION 07136. 7. GEOTEXTILE FABRIC SHALL BE TYPE 180N GEOSYNTHETIC FABRIC PER GREENBOOK OR EQUAL. 8. MUD SLAB SHALL BE 450 -C -2000 CONCRETE PER GREENBOOK OR EQUAL. 7111 111 4 ° . . °ALS. °. 4" 2 TON BRIDGE z CRANE I 8 #8 @8 "EF a ID d 4 " ° a I ° ° d d ° ° d ° d ° O O #8@8 "E F— ° a 4 I ° d 4 a ° ° R\ I d 4 COAT WETWELL SEE NOTE 5 ° ° ° 4 °' ° d° I d d ° 2' 6" d ° 4' -7 " V -8" I 4 ° ° d d d ° ° a ° #8@8,3 DEVELOPED ° a LENGTH (TYP) d I ° I d d" co III a e #8 @8 "EF 4 BRIDGE CRANE RAIL SUPPORT BEAM SEE DETAIL 7/S3 @8 "EF C 9x15 W 8x10 #8 @8 "EF @ 8" T &B EL 12.90 3/8" PLATE W/ 1/4" FILLET WELD TO W -BEAM BOTH SIDES 3/4" 0 BOLTS Ell v J ° a d ° I e a ° b d a I WATERPROOFING MEMBRANE AND ° PROTECTION BOARD, SEE NOTE 6 '4 _ e I° d ° ° 4 ° ° I° 1 a 4 � d 2' -6" #8 @8 "EF d. ° 4, a °. O° I e °.e 4 ° I @ 8" EF d° DOWELS 6" EF I d ° 10 LEVELS OF #3 HJ4 STIRRUP @8" W 8x10 #8 @ 6" T -0„ 3/4" 0 DEVELOPED BOLTS LENGTH (TYP) 10 LEVELS OF #3 ❑ #8 DOWELS @ 6" STIRRUP @ 8" a F EF O 6" HIGH CURB, TYP #8 @8 "EF #8 DOWELS @ 6" EF d a ° 4 d e d d d 4 ° 2' -6d da a 4 O O / GALV STEEL STAIRS PER TYP DETAILS ON S5 C 9x15 1WE PLATE B T FILLET �•T�Lf/ WELD TO W BOTH SIDES a #7 @8 4 ° 4 ° o v w LU #5 @ 12EF BOTH. CJP 3/4" 0 BOLT a 3/4" 0 BOLT „ ° 3,_8.. WAYS, EMBED 1 #6 @8 "T &B 6 "MIN L x1" EL -14.2 d Itt ° d° 4 4 O ° a ° °4 4 d 4 ° ° #8 @ 8" T &B W19x2 1 1 /2 "12" CRUSHED ROCK BETWEEN TWO STEEL GRATING LAYERS OF GEOTEXTILE FABRIC (SEE NOTE 7), COMPACTED TO 90 /o OR 4" CONCRETE MUD SLAB (SEE NOTE 8)ON NATIVE MATERIAL @ #8" EF @ #8" EF COATING ON WET WELL SEE NOTE 5 PERMIT NUMBER 1I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE ° I I ° q e e a t 4 V WATERPROOFING ° M 4 4 SEE NOTE 6 eO I 1 4 °d #8 @ #8" EF 4 a ° i ° W= 4 42' -6" " V W W � #8 @8 "EF % J ° ❑ ° d 4 ° " ° ° 4 a a 4 EL° °° d 4 15.7( ° d I • ° °. d d ° ° 4 ° d " - d d a d e Can before you Cbg VERIFY SCALES Avoid cutting underground utility lines. It's costly- BAR IS ONE INCH ON Call ORIGINAL DRAWING 0 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858 }676 -3620 0887113 BRIDGE CRANE RAIL SUPPORT BEAM SEE DETAIL 7/S3 @8 "EF C 9x15 W 8x10 #8 @8 "EF @ 8" T &B EL 12.90 3/8" PLATE W/ 1/4" FILLET WELD TO W -BEAM BOTH SIDES 3/4" 0 BOLTS Ell v J ° a d ° I e a ° b d a I WATERPROOFING MEMBRANE AND ° PROTECTION BOARD, SEE NOTE 6 '4 _ e I° d ° ° 4 ° ° I° 1 a 4 � d 2' -6" #8 @8 "EF d. ° 4, a °. O° I e °.e 4 ° I @ 8" EF d° DOWELS 6" EF I d ° 10 LEVELS OF #3 HJ4 STIRRUP @8" W 8x10 #8 @ 6" T -0„ 3/4" 0 DEVELOPED BOLTS LENGTH (TYP) 10 LEVELS OF #3 ❑ #8 DOWELS @ 6" STIRRUP @ 8" a F EF O 6" HIGH CURB, TYP #8 @8 "EF #8 DOWELS @ 6" EF d a ° 4 d e d d d 4 ° 2' -6d da a 4 O O / GALV STEEL STAIRS PER TYP DETAILS ON S5 C 9x15 1WE PLATE B T FILLET �•T�Lf/ WELD TO W BOTH SIDES a #7 @8 4 ° 4 ° o v w LU #5 @ 12EF BOTH. CJP 3/4" 0 BOLT a 3/4" 0 BOLT „ ° 3,_8.. WAYS, EMBED 1 #6 @8 "T &B 6 "MIN L x1" EL -14.2 d Itt ° d° 4 4 O ° a ° °4 4 d 4 ° ° #8 @ 8" T &B W19x2 1 1 /2 "12" CRUSHED ROCK BETWEEN TWO STEEL GRATING LAYERS OF GEOTEXTILE FABRIC (SEE NOTE 7), COMPACTED TO 90 /o OR 4" CONCRETE MUD SLAB (SEE NOTE 8)ON NATIVE MATERIAL @ #8" EF @ #8" EF COATING ON WET WELL SEE NOTE 5 PERMIT NUMBER 1I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SECTION B S6 S7 0 2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /1 < A V /4.7 20 . �J THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE_ 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 City O f ri ��" Encinitas 8 DOWELS @ 6" EF Z M m #3 STIRRUP @8" 2 -10 EMBED 6" MIN 12 "x12 "x1" _ � #5 @12" BOTH 0 ° a ° WAYS 4 a e 4 e ° m I d ...,..., ° . d ..a . , ° d ° - EL - 15.10' ° ° 44 4 tt 41 1 °4 EL - 16.10' ° ° a o 4 r 3 n ° 4' 4 ° d d g d ° a ° ° co 1 co TWOLAYERS OFF GEOTEXTELE \ \ /X /�\T \ \\�� \ \�/ y� / /i\ #8 8" T &B #8 8" T &B \\\\\ \\\\ @ @ �_ ° EL- 19.43' ` /` /v�� FABRIC (SEE NOTE 7), \ `` ` ` PTIONAL CONSTRUCTION COMPACTED TO 90% OR 4" #8 @ 8" T &B JOINT WITH WATERSTOP c CONCRETE MUD SLAB (SEE AROUND SUMP > NOTE 8)ON NATIVE MATERIAL o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: December 9, 2010 By_ MATT A. TEBBETTS EDWARD DEANE R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31113 DATE: SECTION A 0 2 4 S6 S7 APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: M t` QROFESS /p� mo B o RECORD DRAWING o These Record Drawings have been prepared based on information provided by the N o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 0 EXP. 06 -30 -14 m LL CIV11 0�\e M T9TeOF CALF v6•e4� /3 m CITY OF ENCINITAS DRAWING NO. Y WORK PROJECT NO. CCE04F OLIVENHAIN a SEWER PUMP STATION IMPROVEMENT PROJECT S8 Y PUMP STATION SECTIONS SHEET 250E 64 TAINLESS STEEL REGLET ° q 4 V WATERPROOFING MEMBRANE AND PROTECTION BOARD, SEE NOTE 6 eO #8 @ #8" EF 4 ° c 42' -6" � #8 @8 "EF SECTION B S6 S7 0 2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /1 < A V /4.7 20 . �J THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE_ 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 City O f ri ��" Encinitas 8 DOWELS @ 6" EF Z M m #3 STIRRUP @8" 2 -10 EMBED 6" MIN 12 "x12 "x1" _ � #5 @12" BOTH 0 ° a ° WAYS 4 a e 4 e ° m I d ...,..., ° . d ..a . , ° d ° - EL - 15.10' ° ° 44 4 tt 41 1 °4 EL - 16.10' ° ° a o 4 r 3 n ° 4' 4 ° d d g d ° a ° ° co 1 co TWOLAYERS OFF GEOTEXTELE \ \ /X /�\T \ \\�� \ \�/ y� / /i\ #8 8" T &B #8 8" T &B \\\\\ \\\\ @ @ �_ ° EL- 19.43' ` /` /v�� FABRIC (SEE NOTE 7), \ `` ` ` PTIONAL CONSTRUCTION COMPACTED TO 90% OR 4" #8 @ 8" T &B JOINT WITH WATERSTOP c CONCRETE MUD SLAB (SEE AROUND SUMP > NOTE 8)ON NATIVE MATERIAL o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: December 9, 2010 By_ MATT A. TEBBETTS EDWARD DEANE R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31113 DATE: SECTION A 0 2 4 S6 S7 APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: M t` QROFESS /p� mo B o RECORD DRAWING o These Record Drawings have been prepared based on information provided by the N o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 0 EXP. 06 -30 -14 m LL CIV11 0�\e M T9TeOF CALF v6•e4� /3 m CITY OF ENCINITAS DRAWING NO. Y WORK PROJECT NO. CCE04F OLIVENHAIN a SEWER PUMP STATION IMPROVEMENT PROJECT S8 Y PUMP STATION SECTIONS SHEET 250E 64 V SECTION B S6 S7 0 2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /1 < A V /4.7 20 . �J THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE_ 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 City O f ri ��" Encinitas 8 DOWELS @ 6" EF Z M m #3 STIRRUP @8" 2 -10 EMBED 6" MIN 12 "x12 "x1" _ � #5 @12" BOTH 0 ° a ° WAYS 4 a e 4 e ° m I d ...,..., ° . d ..a . , ° d ° - EL - 15.10' ° ° 44 4 tt 41 1 °4 EL - 16.10' ° ° a o 4 r 3 n ° 4' 4 ° d d g d ° a ° ° co 1 co TWOLAYERS OFF GEOTEXTELE \ \ /X /�\T \ \\�� \ \�/ y� / /i\ #8 8" T &B #8 8" T &B \\\\\ \\\\ @ @ �_ ° EL- 19.43' ` /` /v�� FABRIC (SEE NOTE 7), \ `` ` ` PTIONAL CONSTRUCTION COMPACTED TO 90% OR 4" #8 @ 8" T &B JOINT WITH WATERSTOP c CONCRETE MUD SLAB (SEE AROUND SUMP > NOTE 8)ON NATIVE MATERIAL o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: December 9, 2010 By_ MATT A. TEBBETTS EDWARD DEANE R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31113 DATE: SECTION A 0 2 4 S6 S7 APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: M t` QROFESS /p� mo B o RECORD DRAWING o These Record Drawings have been prepared based on information provided by the N o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 0 EXP. 06 -30 -14 m LL CIV11 0�\e M T9TeOF CALF v6•e4� /3 m CITY OF ENCINITAS DRAWING NO. Y WORK PROJECT NO. CCE04F OLIVENHAIN a SEWER PUMP STATION IMPROVEMENT PROJECT S8 Y PUMP STATION SECTIONS SHEET 250E 64 1/431f 1/2"0 2,5„ EMBE 1 -112" \— HSS4x4x3 /8" (TYP) 16" SQ PILASTER (TYP) 8" CMU WALL 16" SQ PILASTER AT CORNERS (TYP) FOR REINF AROUND OPENING SEE S2 DETAIL10 PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. SEE DWGS S1 -S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. 2. EXTERIOR SLAB AND WETWELL ACCESS PLATFORM SHALL RECEIVE COARSE BROOM FINISH. 3. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. 4. ALL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. 5. WETWELL SHALL RECEIVE COATING SYSTEM PER SECTION 09960 ON ALL INTERIOR SURFACES. 6. ALL EXTERIOR SURFACES TO ELEVATION 19.00 SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SECTION 07136. d - I ' / PROVIDE COATING PER p -d ° j ° V SECTION 09960 d p ° d REINF PER CONTRACT DOWELS TO MATCH ° DRAWINGS VERTICAL BARS #7 @ 8" T &B 7 @ g" EMBED END OF PLATE dp d ° AND MASONRY (TYP) T &B 5 41/4 ". 81/2" 41/41 5" ° d SECTION E v d- 4 0 EL VARIES PER PLAN 1 „ =1' -0„ d ° _ ° N 4 _. ° d °. °. a - v °.. -° d d d °_ - ° °- REINF NOT SHOWN FOR d a d a � ^ ° SIMPLICITY °- STAINLESS a 114” 316 SS PLATE p _d ° �� p 4 IHII III III III IIIIIIIII IIIIIIIIIII IIIIIIIIII III IIIIIIII I11111111111111111111111111111111 STEEL REGLET d d ° =11I I11= III =11I III III- 11I -11I III =III =1 III III = III =11I I1 =11 �I 1 =III =1 ° p. d- (4) 1/2" 0 4" STUDS @ 2'S" OVEREXCAVATE TO T -0" MIN, DETAIL BEAMS ON AND FILL COMPACT ED TO S9 95% RELATIVE COMPACTION I I 0 1 ° ° a° WATERPROOFING ° a MEMBRANE AND -- - -_ _ _ _ _ _ ° BOAR a ° I ° ° ° ° ° PROTECTION D, SEE NOTE 6 ° - d ° d FOR REINF ° d I AROUND I I OPENING SEE S2 DETAIL10 d a d a I #8 @ 12 d ° GALV STEEL STAIRS PER ° #8 @ 12" EF ° ° d EF (TYP) d a TYP DETAILS ON S5 a I (TYP) OR WETWELL 1 DIMENSIONS SEE ° ° °4 _ °4 - #5 @12" 1 II 1 ° ° BOTH WAYS ° ° ° d EL 5.12' e T.. d - e _ ° ° _ I #8 e a ((� 8.. Z ° ° d n °d. ANTI- ROTATION a BAFFLE SEE S13 I ° ° #8 @1" EF ° 8 @12" 2 n ° d (TYP) EF a s ° ° 4 g @1P "EF 4 ° #8 @12"EF d d d d d #8 @ 6" DOWELS a ° #8 @ 8" I ° (TYP) EF d ° e 6 I ° a 4 <. ° a d dd e ° #8 @ 8" T &B ° 4 EL-15.10' ° °- - d d °- In ° ° ° ° ° d d L ° - 4 In L ° I d I 4 ° ° ' d ° ° d ° ° d e - - - 4 ° - #8 @ 6" DOWELS ° ° 2' -6„ 4 - e- ° ° _ 4 a ° d. a a a ° ° (TYP) EF In 4 d ° ° -4 ° _ EL-19.43' a a 8 ROWS #4 I 11' -7 314" 1' -0" 11-81/411 STRUPPS @ 12" d 6 d n _ ° ° - 1 d to I d d Z #8 8„ T &B 8 @ 8" T &B ° ° ° Call gore you DSg VERIFY SCALES SECTION D 4 L Avoid cutting underground EL - 14.00' utility lines. It's costly. S6 ° BAR IS ONE INCH ON ° d ° 4 ° ° I ° ° Call ORIGINAL DRAWING 4 ° e °4 ° a ° ° ° o z a a OR 4 ° d ° - ° 4 ° - e ° a FESS/ d ° ° d a °d ° d d d IF NOT ONE INCH ON O B e ° ° d Q 4 e THIS SHEET, ADJUST !�, ° ° n ° ° 1- 800 - 227 -2600 SCALES ACCORDINGLY w m EL - 17.33' 12" CRUSHED ROCK BETWEEN TWO LAYERS OF SECTION C Kennedy/Jenks Consultants No.C69577 GEOTEXTILEFABRIC ,COMPACTEDTO90 %OR 4" Y — RECORD DRAWING EXP. 06 -30 -14 = 1 -11 �I I1 =11I- III =III =111 =III =111 = III =1 11 =11- 10920 Via Frontera, Suite 110 d \Q CONCRETE MUD SLAB ON NATIVE MATERIAL, SEE NOTES =1T_I =III= III =III =I -11 r1I D 2 4 S6 S7 These Record Drawings have been prepared based on infom a6on Provided by the San Diego, California, 92127 CIV ON S8 FOR GEOTEXTILE FABRIC AND MUD SLAB r (858)- 676 -3620 qTF OF CA0FO� 06-04-1'3 3/8• =,• -o- 08871 13 contractor, and others, in order to document actual constructed conditions of the facilities. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CDK CDK Y DLe APPROVALS CITY OF ENCINITAS DRAWING NO. S - 014 7z L 20 /51' THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN w SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF `(;]J SURVEY 18416. A3.5 " BRASS DISC IN THE MIDDLE OF THE ASSHOWN r DATE :December9,2010 BY: BY. SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL �., STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER `.4. �' Of MATT A. TEBBETTS C24087 EDWARD DEANE GLENN PRUIM PUMP STATION AVE., 65 FEET WESTERLY OF THE CENTER OF THE,„,"1z R.C.E. NO.: R.C.E. NO. 48971 R.C.E. NO. 51274 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN Encinitas ELEVATION = 34.664 NAVD 88 �"„ '? - ENGINEER EXP. 12/31/13 DATE: DATE: SECTIONS SHEET 26 OF 64 RECORD DRAWING I C. YOUNG 05 -31 -2013 pal a N V V M N M CID Z Q m m . >l u ; I[© F2 1(1 E D S12 C S12 13' -3" M.-EIN a ° J C6" bofor° you °gg VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 6 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, Califomia, 92127 (858 )-676 -3620 0887113 REVISIONS APPROVED DATE zls _ Tue. r-r DRAWING I C. YOUNG REFERENCES FOUNDATION PLAN 0 3 6 #4 STIRRUPS @8" #8 @8" (TYP) p d d 4 p d 4 ° ° o p 4 • • • '\'0P 4 d • 4 p d d ° p p 4 d a 2 io WATERPROOFING MEMBRANE, SEE NOTE 6 RAISE WATER STOP 6" HIGHER ABOVE PIPE OPENING 8 "0 PIPE SEE MECH 4' -0" RAISED CONC SECTION OVER PIPE — #8 @ 8" (TYP)1 i L7 i i _J a Q D a a D < • •1 • • • �1 a D � • • 4 4 I a Q • #5 STIRRUPS #8 (TYP) #8@8" • a • ° a a 4 D @ 12" (TYP) I a • a a a CJ D < • •1 • • • �1 a D � #8 @8" #8 @8 "EF (TYP) #4 TIE @8" PERMIT NUMBER 11- CO RTE— PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. SEE DWGS S1-S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. 2. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. 3. ALL WALLS SHALL RECEIVE A FILLED FINISH. 4. CONSTRUCTION JOINTS IN SLABS ARE NOT TO EXCEED 20' -0" OC, CONSTRUCTION JOINTS IN WALLS ARE NOT TO EXCEED 30' -0" OC, INCLUDING SEGMENTS JOINED AT CORNERS. 5. ALL INTERIOR SURFACES OF BASIN AND MANHOLES SHALL BE COATED USING COATING SYSTEM 9 IN SECTION 09960. 6. ALL EXTERIOR SURFACES SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SPECIFICATION SECTION 07136. #8 @6" (TYP) #4@ 12" # 8 @ 6" EF STIRRUPS (TYP) (4) ROWS (TYP) NO PIPE -11.33 </ • • • D - Q Q < D Q • • 0<1 • < a �% 11 j < a <• SECTION A S10 0 1 • • 4 4 I a Q #8 @8" #8 @8 "EF (TYP) #4 TIE @8" PERMIT NUMBER 11- CO RTE— PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. SEE DWGS S1-S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. 2. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. 3. ALL WALLS SHALL RECEIVE A FILLED FINISH. 4. CONSTRUCTION JOINTS IN SLABS ARE NOT TO EXCEED 20' -0" OC, CONSTRUCTION JOINTS IN WALLS ARE NOT TO EXCEED 30' -0" OC, INCLUDING SEGMENTS JOINED AT CORNERS. 5. ALL INTERIOR SURFACES OF BASIN AND MANHOLES SHALL BE COATED USING COATING SYSTEM 9 IN SECTION 09960. 6. ALL EXTERIOR SURFACES SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SPECIFICATION SECTION 07136. #8 @6" (TYP) #4@ 12" # 8 @ 6" EF STIRRUPS (TYP) (4) ROWS (TYP) NO PIPE -11.33 </ • • • D - Q Q < D Q • • 0<1 • < a �% 11 j < a <• SECTION A S10 0 1 4 d d p � 4 d REINF BAR LO TERMINATING W/ 90° HOOK (TYP) OF (6) ° 4 #8 (TYP) ',- • - • • p - •� 4 p 4 p (6) #9 (TYP) DETAIL 1 0 1 S10 DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS r SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN "``}"`' ELEVATION = 34.664 NAVD 88 City of Encinitas DETAIL r2 \ S10 / 0 1 `i S11 1 DESIGNED CDK Y DRAWN CDK I DLB APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December9, 2010 BY_ RY MATT A. TEBBETTS R.C.E. NO.: C24087 EDWARD DEANE R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: RECORD DRAWING These Record Drawings have been prepared based on information provided by the C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 ON IL F OF CAI�E� O(O-04 -13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S 1 O EMERGENCY STORAGE BASIN FOUNDATION PLAN SHEET 270F 64 CITY DRAWING NO. CS -610 4 N N V M O N M z m •- 4 4 #5 STIRRUPS #8 (TYP) #8@8" • • ° a a 4 @ 12" (TYP) I I a a a 4 4 4 Q 4 4 p 4 p p d d d • d d y° # # 8@ 8° r STIRRUPS p p d # #4 STIRRUPS 4 O 0 00 4 r#4 S 4 - ° 4 4 4 ° 4 DETAIL 1 0 1 S10 DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS r SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN "``}"`' ELEVATION = 34.664 NAVD 88 City of Encinitas DETAIL r2 \ S10 / 0 1 `i S11 1 DESIGNED CDK Y DRAWN CDK I DLB APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December9, 2010 BY_ RY MATT A. TEBBETTS R.C.E. NO.: C24087 EDWARD DEANE R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: RECORD DRAWING These Record Drawings have been prepared based on information provided by the C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 ON IL F OF CAI�E� O(O-04 -13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S 1 O EMERGENCY STORAGE BASIN FOUNDATION PLAN SHEET 270F 64 CITY DRAWING NO. CS -610 4 N N V M O N M z m DECK PLAN 0 3 6 1/4 " =1' -0" SECTION PERMIT NUMBER 1I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I SEE DWGS S1 -S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. ALL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. ALL INTERIOR SURFACES OF BASIN AND MANHOLES SHALL BE COATED USING COATING SYSTEM 9 IN SECTION 09960. ALL EXTERIOR SURFACES SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SPECIFICATION SECTION 07136. (6) #9 (TYP) Q ti Cs8 bakw° you °;g VERIFY SCALES Avoid cutting underground BAR IS ONE INCH ON utility lines. It's costly. Call ORIGINAL DRAWING ® p 0 ® 1 QROFESSlO� TM IF NOT ONE INCH ON �O !�� OR THIS SHEET, ADJUST `' ?n RECORD DRAWING 1-800- 227-2600 SCALES ACCORDINGLY These Record Drawings have been prepared based on infom ation provided by the EX o. C69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 06 -30 -14 Kennedy /Jenks Consultants �rqT CICI L 10920 Via Frontera, Suite 110 San Diego, California, 92127 F OF OpI�F 0(V-0'1-I'3 (858)- 676 -3620 0887113 REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS DRAWING NO. CDK CDK DLB REVISIONS APPROVED DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN U / S- L TS n / THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044 "AS SHOWN ON RECORD OF City SEWER PUMP STATION IMPROVEMENT PROJECT S 11 SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN • "f, as: DATE December 9, 2010 BY: BY: PRUIM STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER fi of T p MAT 1 A. TEBOETTS R.C.E. NO.: C24O87 EDWARD DEANS R.C.E. NO. 48971 GLENN R.C.E. NO. 51274 EMERGENCY STORAGE BA IN AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN /� y� �'""'`. Encinitas ENGINEER DATE: DATE: p ROOF DECK PL/"1N SHEET 280E 64 ELEVATION= 34.664NAVD 88 EXP. 12131/13 CITY DRAWING NO. CS -610 RECORD DRAWING I C. YOUNG 05 -31 -2013 i n v v M O N M [ <g Z Q m 0) 3 a 0 M co 0 NI a cc r N 0 Ca° bellOr° you °;g DATE VERIFY SCALES Avoid cutting underground THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF BAR IS ONE INCH ON utility lines. It's costly. Call p d ORIGINAL DRAWING 7f HORIZONTAL AS SHOWN 0 0: 0 ®1 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858 )-676 -3620 ELEVATION = 34.664 NAVD 88 0887113 REVISIONS APPROVED DATE (6) #9 (TYP) C. YOUNG #5 STIRRUPS (4) TYP EVENLY SPACED WALL REINF EE ALT SECTIONS I FOR SLAB REINF d u G a e I°° ° -n° o WATER STOP CONTINUING THROUGH a PILASTER a WALL REINF CONTINUING THROUGH WALL NOT SHOWN ONSTRUCTION JOINT WITH 6" STARTER WALL, WATERSTOP A AND KEY PER STANDARD DETAILS ON S2, TYP SECTION E S10 11 0 1 2 3 1/2 " =1' -0" # 8 @ 6" (TYP) #4 @ 12" STIRRUPS (4) ROWS # 8 @ 6" (TYP) 12" CRUSHED ROCK BETWEEN TWO LAYERS OF GEOTEXTILE FABRIC, COMPACTED TO 90% OR 4" CONCRETE MUD SLAB ON NATIVE MATERIAL REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF • - p d 7f HORIZONTAL AS SHOWN ll SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER :: AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN a WALL REINF CONTINUING THROUGH WALL NOT SHOWN ONSTRUCTION JOINT WITH 6" STARTER WALL, WATERSTOP A AND KEY PER STANDARD DETAILS ON S2, TYP SECTION E S10 11 0 1 2 3 1/2 " =1' -0" # 8 @ 6" (TYP) #4 @ 12" STIRRUPS (4) ROWS # 8 @ 6" (TYP) 12" CRUSHED ROCK BETWEEN TWO LAYERS OF GEOTEXTILE FABRIC, COMPACTED TO 90% OR 4" CONCRETE MUD SLAB ON NATIVE MATERIAL REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF • - p d SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ELEVATION = 34.664 NAVD 88 SECTION D S10 S11 0 1 2 3 1/2 " =1' -0" City of Encinitas R S(4) JOINT WITH 6" WATERSTOP I'ANDARD TYP 12" DCK BETWEEN TWO )TEXTILE FABRIC, ) 90% OR 4" CONCRETE MUU aunts UN DATIVE MATERIAL NOTES: 1. SEE DWGS S1 -S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. 2. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. 3. ALL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. 4. ALL INTERIOR SURFACES OF BASIN AND MANHOLES SHALL BE COATED USING COATING SYSTEM 9 IN SECTION 09960. 5. ALL EXTERIOR SURFACES SHALL RECEIVE MODIFIED BITUMINOUS SHEET WATERPROOFING SYSTEM AND PROTECTION BOARD PER SPECIFICATION SECTION 07136. PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I SECTION C 0 3 6 S10 S11 1/4 " =1' -0" 2' -0" REINF BAR TERMINATING W/ 90" HOOK (TYP) OF 4 ti rI 00 m N M 0 N v X LU w 1' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December 9, 2010 BY: EDWARD DEANS MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: 06- 04 -13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S 1 2 EMERGENCY STORAGE BASIN SECTIONS SHEET 290F 64 • - p d (5) #9 (TYP) p D D (6) #9 (TYP) v D v p o -pv p. n a v Q d d p pv <7 n O D d d N p n v l U) - • -• • v p p • D p • OD OD ,Q O. NI #8@8- #5 STIRRUPS # 8 @ 8" #4 STIRRUPS (TYP) @ 12" (TYP) @ 8" (4) ROWS (TYP)0 SECTION F S10 t ESS/ i 00 00 ° 0 1 B. 0 " =1' -0" �4 DRAWING ° 1 o v rn RECORD These Record Drawings have been prepared based on information provided by the run 0. C 69577 contractor, and others, in order to document actual constructed conditions of the fadl8ies.� EXP. 06 -30 -14 m PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December 9, 2010 BY: EDWARD DEANS MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: 06- 04 -13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S 1 2 EMERGENCY STORAGE BASIN SECTIONS SHEET 290F 64 O 3/8" 316 SS PLATE a 2 -6 1/4 a ° 2 -6 1/4 8 "x3/8" 316 SS PLATE 4. a 3/8 "0 COUNTER SUNK 316 SS ANCHORS @12" EMBED 3 ", 2 PER ROW a N a° m ALLOW 112" GAP BETWEEN PIPE a . AND PLATE . d° qa a ° REINF IN WALL NOT SHOWN FOR SIMPLICITY a 5 1/4" PLACE CENTER OF ANCHORS 1" a FROM EDGE OF PLATE, 3" FROM TOP INSTALL TOP AND BOTTOM PLATE FLUSH 2 WITH CONCRETE a 1/4 O C IJ}]Tilrll,l _ ,4 l N CL . a- 2 r r. a.. 8 -1/2 "0 ANTI - ROTATIONAL BAFFLE 8 316 SS CONE 0 1 S6 S9 SEAL ROOFING AND INSULATION PER ARCH SHEETS STRUCTURAL METAL DECK, SEE NOTES ON THIS SHEET HSS 10x2x1/4" CONT I- HSS 4x4xl/4" AS SEAL GAP WITH SHOWN ON PLANS SEALANT PER ARCH SET PLATE AND HSS ON 1/2" GROUT PL7x1 14" CONT 5/8 "0 ANCHOR BOLT @ 24" OC EMBED 8" FASCIA AND SUPPORT DETAIL 10 s7 0 1 1 1/2"=V-0" HSS 10x2x1/4 FASCIA PHOTOVOLTAIC PANELS ON 1/4" 4" ALUM. HOLD -DOWN CLIPS -- -� 114 " 4" -- 1/4 "� 4" SEAL OTHER ' ' SIDES PL114x2x5 EACH T i BASE PLATE DETAIL 5 0 1 S13 3 - #6 T &B HOOK ENDS #5 @12 "EW T &B #5 @12 "HOI Q It O (V L L -of #5 EF 12' -0"�{ GRADE BEAM DETAIL 6 0 1 S6 1/4" BENT PLATE 6" LONG ROOFING AND INSULATION PER ARCH SHEETS STRUCTURAL METAL DECK, SEE NOTES S -1 1/4, %4 SET PLATE ON 1/4" GROI PL6x4x1 /4" CONT 2 - 5/8 "0 ANCHOR BOLT @ 8" OC, CENTERED ON BEAM BEAM TO WALL CONNECTION 0 1 ROOFING AND INSULATION PER ARCH SHEETS CONT. MINERAL WOOL FIREPROOFING a 2' -0„ ROOF BEAMS PER PLAN, GALV HSS 4x4x3/8" COLUMN,EMBED IN PILASTER, TYP. PILASTER PATTERN AND FLASHING PER ARCH ADDIT HOOP AT TOP @3 "OC #3 @ 8" HOOP W/ 135° HOOKS TYP ALL PILASTERS 4 - #5 VERTS AT CORNERS TYP ALL PILASTERS BASE PLATE 5 S13 #5 @12 "EW 4 2" HOOPS a - xv f &B PILASTER DETAIL 3 0 1 2 3 S6 1� ADDIT HOOP AT TOP #3 @8 " HOOP V 135° HOOKS 4 -#5 VERTS PERMIT NUMBER 11- CO RTE PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE EL 17.50 a HEADWALL DETAIL 1 C3 0 1 xiiia 111=11-011 REINFORCING STEEL AND TRIM BARS PER ALT SECTIONS HATCH DRAIN PER HS-20 RATED ALUMINUM HATCH W/ INTEGRAL FALL PROTECTION a a TYPICAL HATCH DETAIL 2 S6 0 1 1 " =1' -0" d N co v r M 0 N M z m rn 3 a c� 0 M r co co 0 ¢i m t c 0 C IJ}]Tilrll,l _ CL . E 2 1 -0"� cz:6; =- - STRUCT. - - STRUCT. MTL. _�!?E z MTL. DECK 3/8"X1 0"X8" BENT PL., DECK 4' TRIM HSS BEAM, �, BOTH SIDES BETWEEN,: �� -0" _ CaN before you obo VERIFY SCALES FILL WITH 1/4" PLATE !, � - -- NOTCH 10" BEAMS - -- '' 5/8 "0 ANCHOR Avoid cutting underground WITH 1/4" BEVEL °,. BOLT @ 24" OC utility lines. It's costly. BAR IS ONE INCH ON SEAL WELD ALL BEAMS TO FIT Call ORIGINAL DRAWING AROUND. CAP AND OVER 12" BEAM SEAL OPEN END © 0 ® 1 0 WITH 1/4" PLATE . IF NOT ONE INCH ON /0�! FASCIA DETAIL 11 oQROPESS .- OR THIS SHEET, ADJUST DECK TO WALL CONNECTION 9 �``��` 1 -800- 227 -2600 SCALES ACCORDINGLY S7 WALL FOUNDATION DETAIL 4 ri, m RECORD DRAWING Kennedy/Jenks /Jenks Consultants 0 1 2 s7 W A These Record Drawings have been prepared based on information provided by the y 314 " =1' -0" 0 1 0 1 2 3 C1 C2 C3 O. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 EXP. 06-30-14 San Diego, California, 92127 1 1/2 " =1' -0" iiiiiiiiiiij 1/2 " =T -0" d'l �Nt' 9pF CIVIL (858)- 676 -3620 0887113 F� OF CNQ 06•04_t3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y Y APPROVALS CITY OF ENCINITAS DRAWING NO. CDK CDK I PDS 5-aGVG75 C tv• /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE HORIZONTAL ASSHOWN "" ""° city PLANS PREPARED UNDER SUPERVISION OF DATE :December 9, 2010 RECOMMENDED BY: APPROVED BY: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT S 13 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 VERTICAL ASSHOVVN ,� �,, '� ,` }°,; ' "� Of z''' ' Encinitas MATTA. TEBBETTS R.C.E. NO.: C24O87 ENGINEER 12/31/13 EXP. —, EDWARD DEANE R.C.E. NO. 48971 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: STRUCTURAL DETAILS SHEET 3O OF 64 Prr ()Rn nRGWIAr n Y(IN(: nri_31_9n13 d N co v r M 0 N M z m rn 3 a c� 0 M r co co 0 ¢i m t c 0 NOTES: 1. SEE DRAWING C3 FOR PIPE CONTINUATION. 2. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS. 3. ALL MANHOLES SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING NUMBERS SM -02, (FOR 60" MANHOLE), SM -03 (MANHOLE BASE), SM -04 (PIPE CONNECTIONS TO MANHOLE), AND SM -05. 4. 6'X 8' VALVE VAULT (UTILITY VAULT 687 -LA OR EQUAL) W/48X60 DOUBLE LEAF HATCH, SPRING ASSIST. ROUTE HATCH DRAIN LINES TO NEAREST LANDSCAPED AREA ENSURING CONSTANT SLOPE. RW SIGNAGE IN RESTROOM PER SECTION 10400. MAIN SWITCHBOARD N F 0 z w w rn i I I '7F I i i EMERGENCY STORAGE BASIN 7 EMERGENCY STORAGE BASIN ACCESS MANHOLE \ \ � P I ! I E----------------------- - - - - -- r-------- - -.___ - - - - -- r------- -- - - -- --- - -- r------------ =------------- _. - - -J I i I i I I I I L — — —.J L - - -J L- - -J L— _. — — — — — — — — — — — — ` — — — — _.. — — — — — — — — — — — — — — — — — — — — — — — — — __ __ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE LOUVER OVERFLOW \ — DIVERSION — — STRUCTURE ATIVE DATE SUPPLY t I �_ FAN ( 1 EXHAUST CLEAN OUT FAN ABOVE ABOVE DOORWAY ( I O I DOORWAY I I UNISEX I T 1 FOR ENLARGED PLUMBING PLAN OF THIS AREA, DRAWING M6EE EDGE OF SLAB Al T 3 I -- I I I CID I 1 FUSED SWITCH I G AD_ FOR SOLAR PANELS 1ISO N� I I I LAR PHOTO I 1 ATS I I ( I VOLTAIC EQUIPMENT i Q m PUMP ROOM ACCESS m C7 HATCH, DRAIN HATCH FRAME TO SUMP — — — i I I I \ I I I I —I I I I —I I I I I I I I I I I —I I —I -- --------------- Ms ----- I 25 "X16" UP EMERGENCY BYPASS METER VAULT EXHAUST FAN CONNECTION VAULT MCC- � 32 "X28 "X44" (SEE NOTE a) (SEE NOTE 4) I I I I I I I I I I I I \/ ' so° C DUCT PLENUM 20 "X20" I O LLECTION I I I I I I I I I I I MANHOLE I I I I II II I I II II I ��- a ra 79 I MCC-A I PLC i I I I I LI--------- - - - - -- - - - - - -� I -- 1-1/4 "RW t -� — — — — — — — — — — I L+ — — — — — — — — — — — — — — — — — — — f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —S 3/4" PW (SEE NOTE 1) 8" PLUG VALVE F Call before you D;g VERIFY SCALES 8" FM 2 Q 6 X M3 Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING pl SCAV `✓ © 0 ® 1 105 T10S SURGE IF NOT ONE INCH ON I TANK W /CONCRETE �OQROFESS /p�/ OR THIS SHEET, ADJUST T 2 BASE Q y B. 1- 800 - 227 -2600 SCALES ACCORDINGLY RECORD DRAWING Kennedy/Jenks Consultants I ld ni•• — These Record Drawings have been prepared based on information provided by the W A TOP FLOOR P LAN . C 69577 contractor, and others, in order to document actual constructed conditions of the facilNes. 10920 Via Frontera, Suite 110 EXP. 06-30-14 San Diego, California, 92127 M3 0 2 4 F CIVIL (858)- 676 -3620 O 0887113 3/8 " =1' -0" l OF CALF 0` -n4-t3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY 1 DRAWN BY I CHECKED Y APPROVALS C. YOUNG L. MARX B. THOMAS CITY OF ENCLNITAS DRAWING NO. S- 0/6rs !r 6 •Lo /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF v SURVEY EDGE 3.CONCR CONCRETE LAB OF THE LIVENH IN HORIZONTAL AS SHOWN �,. Of DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT M 1 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP �T STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER �` MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM NORTHBOUND INTERSTATE E HIGHWAY EEWAY AS SHOWN '' `.' R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 PUMP STATION PLAN AT EL. +20.15' NORTHBOUND INTERSTATE HIGHWAY5 FREEWAY OFF RAMP. VERTICAL RECORD DRAWING C. YOUNG 05 -31 -2013 c ELEVATION = 34.664NAVD 88 �. Encinitas ENGINEER EXP. 12131/13 DATE: DATE: SHEET 31OF 64 _.__. 7 M M M 0 N d' co C 3 0 0 M P W 0 m� a r C c C c 6 M r V 1 1/2" PW - - - - - -- ----------------------- - - - - -- — — — — — — — — — — — — — / lX/ Q /%1 / E / RW, QUICK- COUPLER CONNECTION WET WELL ACCESS HATCH, _ / OUTLET AND HOSE RACK. IN HATCH FRAME TO SIGNAGE PER O PUMP ROOM SUMP (TYP) / / CLEANING CYCLE CONTROL PANEL —_._ _ _... _ / �— "X40" .. ,. I I I 24 TRANSOM LOUVER OVERFLOW \ — DIVERSION — — STRUCTURE ATIVE DATE SUPPLY t I �_ FAN ( 1 EXHAUST CLEAN OUT FAN ABOVE ABOVE DOORWAY ( I O I DOORWAY I I UNISEX I T 1 FOR ENLARGED PLUMBING PLAN OF THIS AREA, DRAWING M6EE EDGE OF SLAB Al T 3 I -- I I I CID I 1 FUSED SWITCH I G AD_ FOR SOLAR PANELS 1ISO N� I I I LAR PHOTO I 1 ATS I I ( I VOLTAIC EQUIPMENT i Q m PUMP ROOM ACCESS m C7 HATCH, DRAIN HATCH FRAME TO SUMP — — — i I I I \ I I I I —I I I I —I I I I I I I I I I I —I I —I -- --------------- Ms ----- I 25 "X16" UP EMERGENCY BYPASS METER VAULT EXHAUST FAN CONNECTION VAULT MCC- � 32 "X28 "X44" (SEE NOTE a) (SEE NOTE 4) I I I I I I I I I I I I \/ ' so° C DUCT PLENUM 20 "X20" I O LLECTION I I I I I I I I I I I MANHOLE I I I I II II I I II II I ��- a ra 79 I MCC-A I PLC i I I I I LI--------- - - - - -- - - - - - -� I -- 1-1/4 "RW t -� — — — — — — — — — — I L+ — — — — — — — — — — — — — — — — — — — f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —S 3/4" PW (SEE NOTE 1) 8" PLUG VALVE F Call before you D;g VERIFY SCALES 8" FM 2 Q 6 X M3 Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING pl SCAV `✓ © 0 ® 1 105 T10S SURGE IF NOT ONE INCH ON I TANK W /CONCRETE �OQROFESS /p�/ OR THIS SHEET, ADJUST T 2 BASE Q y B. 1- 800 - 227 -2600 SCALES ACCORDINGLY RECORD DRAWING Kennedy/Jenks Consultants I ld ni•• — These Record Drawings have been prepared based on information provided by the W A TOP FLOOR P LAN . C 69577 contractor, and others, in order to document actual constructed conditions of the facilNes. 10920 Via Frontera, Suite 110 EXP. 06-30-14 San Diego, California, 92127 M3 0 2 4 F CIVIL (858)- 676 -3620 O 0887113 3/8 " =1' -0" l OF CALF 0` -n4-t3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY 1 DRAWN BY I CHECKED Y APPROVALS C. YOUNG L. MARX B. THOMAS CITY OF ENCLNITAS DRAWING NO. S- 0/6rs !r 6 •Lo /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF v SURVEY EDGE 3.CONCR CONCRETE LAB OF THE LIVENH IN HORIZONTAL AS SHOWN �,. Of DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT M 1 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP �T STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER �` MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM NORTHBOUND INTERSTATE E HIGHWAY EEWAY AS SHOWN '' `.' R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 PUMP STATION PLAN AT EL. +20.15' NORTHBOUND INTERSTATE HIGHWAY5 FREEWAY OFF RAMP. VERTICAL RECORD DRAWING C. YOUNG 05 -31 -2013 c ELEVATION = 34.664NAVD 88 �. Encinitas ENGINEER EXP. 12131/13 DATE: DATE: SHEET 31OF 64 _.__. 7 M M M 0 N d' co C 3 0 0 M P W 0 m� a r C c C c 6 M r V t NOTES: I v ` I 1. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS " ° I INSTALL ANTI SWAY BRACING PER I ` A EMERGENCY STORAGE BASIN MANUFACTURER'S RECOMMENDATIONS. ! v a ( 7 j I 3. ALL COUPLINGS ON FORCE MAIN TO BE RESTRAINED. I � EMERGENCY STORAGE BASIN OUTLET PIPE PENETRATION SIMILAR TO DETAIL 1/M7 WITHOUT FABRICATED TAPPED FLANGE. 4 ! CATHODIC PROTECTION SYSTEM PER DETAILS I i ! IN SECTION C OF THE SPECIAL PROVISIONS I 4 M7 (SIM) c M7 AND PER I i ION 13115 OF THE TECHNICAL SPECIFICATIONS. L- -- - - -- - -- - ------ - - - - -_ \ � I 15# ZINC ANODE TS 5 rB U I ;o E III ! ! 3 I I M7 I I I I 2 I I M7 II a D I _ _ F I Call before you o ;>o VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE RECORD DRAWING C. YOUNG 05 -31 -2013 T30f� ' —RECT. TO ROUND (T.P) DUCT REDUCER V25"X16"DUCT UP THROUGH SLAB B M3 2" PD TO SURGE 01 w TANK 8" FM A M3 REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 A 3 5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 I I M7 12" FM N 20" SS OUT 4" FM 5 o TS 15# ZINC ANODE fV I.E. 8.59' IJKAVVN t5Y -Fit -Kt APPROVALS C. YOUNG i III II =_�� B1 THOMAS PLANS PREPARED UNDER SUPERVISION OF trial DATE :December 9, 2010 BY. e MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM R.C.E. NO.: C24087 y) FCA ENGINEER EXP. 12/31/13 DATE: LL LL DRAWING co 00 z ,,DUCT 0 DUCT wQ� • isEir �I► lfir� �Il Call before you o ;>o VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE RECORD DRAWING C. YOUNG 05 -31 -2013 T30f� ' —RECT. TO ROUND (T.P) DUCT REDUCER V25"X16"DUCT UP THROUGH SLAB B M3 2" PD TO SURGE 01 w TANK 8" FM A M3 REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 A 3 5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 I I M7 12" FM N 20" SS OUT 4" FM 5 o TS 15# ZINC ANODE fV I.E. 8.59' IJKAVVN t5Y -Fit -Kt APPROVALS C. YOUNG i III II =_�� B1 THOMAS PLANS PREPARED UNDER SUPERVISION OF trial DATE :December 9, 2010 BY. BY MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM R.C.E. NO.: C24087 R.G.E. NO. 48971 FCA ENGINEER EXP. 12/31/13 DATE: LL LL DRAWING co 00 z ,,DUCT 0 DUCT wQ� • isEir �I► lfir� �Il •uu��f�Il� r r ' OMNI! is NOR r n - _ � • n■ ■■ 0 on � — -. �C- •: fir_:: IG` ", DUCT t1 t1 i1 -u 8"0 DUCT Call before you o ;>o VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE RECORD DRAWING C. YOUNG 05 -31 -2013 T30f� ' —RECT. TO ROUND (T.P) DUCT REDUCER V25"X16"DUCT UP THROUGH SLAB B M3 2" PD TO SURGE 01 w TANK 8" FM A M3 REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 A 3 5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 I I M7 12" FM N 20" SS OUT 4" FM 5 o TS 15# ZINC ANODE fV I.E. 8.59' IJKAVVN t5Y -Fit -Kt APPROVALS C. YOUNG i III II =_�� B1 THOMAS PLANS PREPARED UNDER SUPERVISION OF trial DATE :December 9, 2010 BY. BY MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM R.C.E. NO.: C24087 R.G.E. NO. 48971 FCA ENGINEER EXP. 12/31/13 DATE: LL LL DRAWING co 00 z ,,DUCT 0 DUCT wQ� • isEir �I► lfir� �Il •uu��f�Il� Call before you o ;>o VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE RECORD DRAWING C. YOUNG 05 -31 -2013 T30f� ' —RECT. TO ROUND (T.P) DUCT REDUCER V25"X16"DUCT UP THROUGH SLAB B M3 2" PD TO SURGE 01 w TANK 8" FM A M3 REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 A 3 5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 I I M7 12" FM N 20" SS OUT 4" FM 5 o TS 15# ZINC ANODE fV I.E. 8.59' OVERFLOW DIVERSION STRUCTURE 4 M7 1 M7 \ ids ss I.E. 8.83' M7 I I / ( ) FE 12" 450 110 T10S BEND W WI LI, -- I I EMERGENCY BYPASS 3 S CONNECTION VAULT 2 METER VAULT PROVIDE FLANGE RESTRAINED F \ TS INSULATING KIT / COUP 15# ZINC LING ANODE M5 I 15# ZINC ANODE _ PUMP ROOM PLAN 0 2 4 3/8 " =1' -0" ry city r ' ' of x f ` Encinitas r ' IJKAVVN t5Y -Fit -Kt APPROVALS C. YOUNG i III II =_�� B1 THOMAS PLANS PREPARED UNDER SUPERVISION OF trial APPROVED DATE :December 9, 2010 BY. OVERFLOW DIVERSION STRUCTURE 4 M7 1 M7 \ ids ss I.E. 8.83' M7 I I / ( ) FE 12" 450 110 T10S BEND W WI LI, -- I I EMERGENCY BYPASS 3 S CONNECTION VAULT 2 METER VAULT PROVIDE FLANGE RESTRAINED F \ TS INSULATING KIT / COUP 15# ZINC LING ANODE M5 I 15# ZINC ANODE _ PUMP ROOM PLAN 0 2 4 3/8 " =1' -0" ry city r ' ' of x f ` Encinitas r ' IJKAVVN t5Y -Fit -Kt APPROVALS C. YOUNG L. MARX B1 THOMAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December 9, 2010 BY. BY MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM R.C.E. NO.: C24087 R.G.E. NO. 48971 R.C.E. NO. 51274 ENGINEER EXP. 12/31/13 DATE: DATE: MIN .1' MANHOLE COLLECTION A 2� i i 14" FM i PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE FROM INTERCEPTOR MANHOLE TO WASTE WATER TREATMENT PLANT M7 LS FROM EXISTING MANHOLE 12" SS y�6 , � ;a These DRAWING These Record Drawings have been prepared based on information provided by the N 7 contractor, and others, in order to document actual constructed condftions of the facilities. P. 06 -30 -14 CIVII ��\P FOF CII� o& -04-13 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT M2 PUMP STATION PLAN AT EL. - 14.00' SHEET 32 OF 64 V °J V 4 4 M r M r N a m K n 3 s N 0 0 co Co 0 m �I a C r c C) �o C9 r SECTION A 0 3 6 M1, M2 1/4 " =1' -0" EL. 18.00' 1/2" FeC13 BRACE PER MANUFACTURER'S WRITTEN RECOMMENDATIONS T3S (SMALL BORE PIPING SUPPORT PER MANUFACTURER'S WRITTEN RECOMMENDATION, TYP) EFFLUENT DISTRIBUTOR WASHING SYSTEM SG 101 EL. -5. EL. - 11.25' (PUMPS P -102, P -103 ALSO) EL. - 14.54' EL. - 15.10' 5, � y ,w c4 DI �j P� i g I 1" D FROM ACCESS HATCHES A o a gMvil i 1" D FROM ACCESS HATCH EL. 20.15' n \�X 2, PD ✓ \\ /\ 1 1/2" DWS\ O i I S.i n .1 HOIST i ip al I i 61 v SV 101 12" FM s 5" FM _ I : ° ° f 3 i SEE �tl PI DRAWING S8 104 5" BALL CHECK VALVE i 5 VALVE (TYP) / x4 T30AS PERMIT NUMBER 11- CC RTE_ PM AS- BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I ON IF MITERED DUCT, SCREENED INLET, 840 CFM (TYP) EL. - 13.00' l — ? EL. - 14.00' ° IM s T8S — T13S SUMP PUMPS P -111 SECTION B 0 3 6 M1, M2 NOTES: 1/4 " =1' -0" 1 SEE DRAWING M6 FOR HVAC INFORMATION 2. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS. �HVAC EXHAUST DUCTING NOT SHOWN FOR CLARITY. Call before you Db>a VERIFY SCALES REVISIONS APPROVED Avoid cutting underground REFERENCES DATE -v utility lines. It's costly. d r I DRAWN BY Call ORIGINAL DRAWING CITY O F E N C I N ITAS I C. YOUNGB I L. MARX I BTHOMAS As- n u/Grs k 6,,0-13 p THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416.A35" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., fiS FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 Ilk �- "n4-', City �.•, - J „ r� .e„t a.' O� �„� I,*xs' Encinitas w. o 0 . WORK PROJECT NO CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT M 3 4ttOFESS /p� OR D, �� B. y �� 1- 800 - 227 -2600 SCALES ACCORDINGLY LSH RECORD DRAWING PUMP 100 NO.4 Kennedy /Jenks Consultants I N 69577 i 1" D FROM ACCESS HATCH EL. 20.15' n \�X 2, PD ✓ \\ /\ 1 1/2" DWS\ O i I S.i n .1 HOIST i ip al I i 61 v SV 101 12" FM s 5" FM _ I : ° ° f 3 i SEE �tl PI DRAWING S8 104 5" BALL CHECK VALVE i 5 VALVE (TYP) / x4 T30AS PERMIT NUMBER 11- CC RTE_ PM AS- BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I ON IF MITERED DUCT, SCREENED INLET, 840 CFM (TYP) EL. - 13.00' l — ? EL. - 14.00' ° IM s T8S — T13S SUMP PUMPS P -111 SECTION B 0 3 6 M1, M2 NOTES: 1/4 " =1' -0" 1 SEE DRAWING M6 FOR HVAC INFORMATION 2. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS. �HVAC EXHAUST DUCTING NOT SHOWN FOR CLARITY. Call before you Db>a VERIFY SCALES REVISIONS APPROVED Avoid cutting underground REFERENCES DATE BENCH MARK utility lines. It's costly. BAR IS ONE INCH ON I DRAWN BY Call ORIGINAL DRAWING CITY O F E N C I N ITAS DRAWING NO. C. YOUNGB I L. MARX I BTHOMAS As- n u/Grs k 6,,0-13 p THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416.A35" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., fiS FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 0 ® 1 �- "n4-', City �.•, - J „ r� .e„t a.' O� �„� I,*xs' Encinitas w. PLANS PREPARED UNDER SUPERVISION OF DATE : December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER 0 . WORK PROJECT NO CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT M 3 4ttOFESS /p� OR IF NOT ONE INCH ON THIS SHEET, ADJUST �� B. y �� 1- 800 - 227 -2600 SCALES ACCORDINGLY p RECORD DRAWING These Record Drawings have on provided the Kennedy /Jenks Consultants N 69577 the contractor, and others, in order to document actual construcded conditions of the facilities. order to document actual EXP. 06 -30 -14 10920 Via Frontera, Suite 110 mT �Q' San Diego, California, 92127 9p c1n. F (858)- 676 -3620 OF CALF 06 -04-13 I; 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I DRAWN BY 1 CHECKED BY APPROVALS CITY O F E N C I N ITAS DRAWING NO. C. YOUNGB I L. MARX I BTHOMAS As- n u/Grs k 6,,0-13 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416.A35" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., fiS FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL ASSHOWN VERTICAL AS SHOWN �- "n4-', City �.•, - J „ r� .e„t a.' O� �„� I,*xs' Encinitas w. PLANS PREPARED UNDER SUPERVISION OF DATE : December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER RECOMMENDED APPROVED By. BY: - EDWARDDEANE GLENNPRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: . WORK PROJECT NO CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT M 3 PUMP STATION SECTIONS SHEET 33 OF 64 V V `VVVVVV ro V m 0 N M SECTION C 0 3 6 M1, M2 1/4"=11-0" Call before you Dac VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 0 0 PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: SEE DRAWING M8 FOR PIPE SUPPORTS DETAILS. FLEXIBLE EXPANSION JOINT SHOWN IN VERTICAL WITH THRUST BLOCK AT UPPER AND LOWER ELBOW. FINAL LOCATION OF FLEXIBLE EXPANSION JOINT TO BE DETERMINED BY FIELD ENGINEER, BASED ON THE TRANSITION BETWEEN THE EXCAVATION /COMPACTION AREA AND TRENCHING IN NATIVE SOIL. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 4. FOR CONTINUATION SEE OLIVENHAIN AND COAST HIGHWAY 101 FORCE MAINS REPLACEMENT AND MANCHESTER AVENUE WATER MAIN EXTENSION AND OMWD EMERGENCY INTERCONNECT CONTRACT DOCUMENTS, (NOT PART OF THIS CONTRACT) 69577 06 -30 -14 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the fadifties. ot- 01f-13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS DRAWING NO. C. YOUNG L. MARX B.THOMAS THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS "1044" Clty PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE AS SHOWN < ,. v a DATE : December9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL �Fp� `n. Of M4 STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE Si,'""x ;?"�.. ��'! MATT A. TEBBETTS R.C.E. NO.: 024087 EDWARD DEANE R.C.E. GLENN PRUIM PUMP STATION SECTIONS NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN "ixa" ' x Encinitas ENGINEER NO. 48971 R.C.E. NO. 51274 RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION = 34.664 NAVD 88 EXP. 12/31/13 DATE: DATE: SHEET 34 OF 64 m v m 0 N M CD z m rn 3 a v 0 0 c� r OD co 0 m NI Q cc L c 0 FCV 110 T10S 18" FROM INTERCEPTOR MANHOLE 0 60" COLLECTION MANHOLE 4" FM \L. -4.30' T23S Cam➢ RECYCLE WATER ---- � i SIGNAGE RECLAIMED WATER i �• r -r- r -- --,I =- SIGNAGE I I \ i> a 4 3 RW QUICK- COUPLER I } CONNECTION OUTLET EL. 20.15' AND HOSE RACK—j j \ \j \ \j\ • a \ \ //j //\\//\\//\\//\\//\\/ / \ \ / / \ \ / / \ \ / / \ \ / /� \ / / \ \ / / \ \ / / \� ! - -_— - _ _ _ _ _ -- 1 D - - �, EL 18 00' -- . . 1 1/2" DWS-lOK li _ j j BRACE PER MANUFACTURER'S 'd \� n WRITTEN RECOMMENDATIONS t i> I. I T23S LL (SMALL BORE PIPING SUPPORT a PER MANUFACTURER'S A WRITTEN RECOMMENDATION, ; I TYP) -- 1 j - a. � 18" SS N ! ;„ I I I i i EL. 7.50' T3S I, OVERFLOW (SMALL BORE PIPING SUPPORT DIVERSION PER MANUFACTURER'S STRUCTURE WRITTEN RECOMMENDATION, I^ 3 TYP) I _ I I 2 WET WELL ° EFFLUENT :i DISTRIBUTOR EL. -2.83' SG WASHING SYSTEM 101\ °a EL. -0.79' 18" SS ° i I � EL. -2.50' ( i 20" SS OPERATING LEVEL EL. -4.29' EL. 454 EL. -5.12' EL. -5.03' ! I ANTI VORTEX A DEVICE OGEE RAMP EL. - 11.25' a - - - -- -- -- -- :� / Nv OD EL. - 14.54' ' a P —� e .L ! TRENCH -TYPE 5" FLARE END CONE 8" FLARE END SUMP WITH O CONTROL RIB FAI 8" SS FROM EMERGENCY STORAGE BASIN EL. - 11.25' EL. - 15.10' EL. - 15.82' EL. - 16.10' PERMIT NUMBER 1I- CE RTE PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES DATE EMERGENCY BYPASS EL. 10.00' j CONNECTION VAULT _ NOTES: �4" D 18" SSA m SECTION E 1. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS. EL. 7.50' 0 3 6 M1, M2 INSTALL ANTI SWAY BRACING PER EFFLUENT 60" COLLECTION 1/4 " =1' -0" DISTRIBUTOR WASHING SYSTEM MANUFACTURER'S T3S MANHOLE WRITTEN RECOMMENDATIONS. (SMALL BORE PIPING ULTRA SONIC FLOW METER. FLOW QUICK COUPLER VALVES SHALL BE OF A TYPE SUPPORT PER METER SHALL BE INSTALLED, APPROVED FOR RECYCLED WATER USE. MANUFACTURER'S e? EMERGENCY CALIBRATED AND TESTED BY WRITTEN STORAGE MANUFACTURER'S AUTHORIZED RECOMMENDATION, TYP) BASIN ! INSTALLER ONLY. i JE j 1„ ! EL. -4.00' 18" SS � ` � ! FROM EXISTING = I ( MANHOLE (TYP) Call b store You DbO VERIFY SCALES EL. •5.03' 12 " SS 18" SS Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING EL -2.81' 0 0 OVERFLOW ® ®1 DIVERSION I j IF NOT ONE INCH ON STRUCTURE i EL 4.30' OR THIS SHEET, ADJUST 'A E�•b10•50'_„ f ° . QROFESSIOk9 B. g. 1- 800 - 227 -2600 SCALES ACCORDINGLY ��Qr�O y Kennedy/Jenks Consultants y L b m RECORD DRAWING SECTION F -- - - -- —�° — ' DETAIL 1 D contracttoRecord t and actual eof Via Suite 117 C 69577 r,, others, s, in order to document constructed conditions the facilties. San ,Califra, San Diego, California, 92127 0 2 4 M1, M2 0 2 4 M2 EXP. 06-30-14 (858 }676 -3620 0887113 II!nIIIIIIIIII 318 " =1' -0" 3/8 " =1' -0" d' r9T CIVIL P�\e F Of CAI�F� 06- o`1 -tl REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY 1 DRAWN DBY APPROVALS S- G /GTS 6 LU / SURVEY POINTS044"AS HOWNONRECENCINITAS SURVEYC416. A3POINT'SDISC IN THE MIDDLE RECORD OF SURVEY OUTHERLY EDGE CONCRETE SLAB OF THE LIVENH IN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED HORIZONTAL ASSHOWN r , City ,. ;w v y f ,, 1i3 � Of C. YOUNG L. MARX B. THOMAS PLANS PREPARED UNDER SUPERVISION OF DATE :December 9, 2010 RECOMMENDED BY: APPROVED BY: CITY OF ENCINITAS WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT DRAWING NO. M5 AVE., 65 FEET WESTERLY OF THE CENTER OF THE STERLY OF NNE OF NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 VERTICAL AS SHOWN �' ^�' ' " Encinitas MATTA. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 EDWARD DEANE R.C.E. NO. 48971 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: PUMP STATION SECTIONS RECORD DRAWING C. YOUNG 05 -31 -2013 SHEET 350F 64 N i7 W M v M 0 N M Q m m 3 a 0 0 co CO CO 0 0 m CID mi c L C 0 t I � --- - - - - -� <nl 4„D TERMINATE WITH ELBOW DOWN ' DISCHARGE INTO WETWELL RW QUICK COUPLER ' CONNECTION OUTLET AND HOSE RACK ' PER 10400 2" 2" V THROUGH ROOF 1" RW I 1 -1/2" V FROM 1/2" PW CONNECTION SINK TO LAV ' I O-0 e I TSEE LAV 4" D 1/2" PW 1/4" PER FOOT SLOPE. 2" HW 3 " D SUPPORT DRAIN LINE 3/4" PW, FOR NOTE 16 ' FROM UNDERSIDE OF CONTINUATION SLAB BETWEEN SEE DRAWING M1 1 -1/2" V PUMP ROOM ' CONTROL ROOM AND INSTANTANEOUS ELECTRIC WATER HEATER (UNDER SINK) 1/2" PW CONNECTION I l i p NOTE L5MBING TOINSTANTANEOUS 2"V ELECTRIC WATER FD -1 HEATER TRAP PRIMER CONNECT PRIMER LINES (NOT SHOWN) TO FLOOR DRAIN TRAPS 1/2" RW- 1 -1/2" V 1 -1/4" RW SEE DRAWING M1 FOR CONTINUATION 1" RW ' 1 -1/4" RW ' I SEE PLUMBING NOTE 15 III FDA gn I I 4" D FCO U WE SOLAR PHOTO VOLTAIC EQUIPMENT 1e3:jil�] time .umm•wim•immi•mile PW /HW RW mew � mmin amm mime mmm D V WALL HOUSING WITH MOUNTING FLANGE- 3/8 "x4" BOLT IN THREADED INSERT (TYP) - I MOTOR SIDE GUARD ON WALL HOUSING -� I i I WALL MOUNT PROPELLER SUPPLY /EXHAUST FAN [SF -1, EF -21 BACKDRAFT DAMPER - milmll� HVAC NOTES: BLANK OUT PANEL 1. ALL DUCTWORK INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE AS REQUIRED CODES, SPECIFICATIONS, LOCAL ORDINANCES AND INDUSTRY STANDARDS. ACOUSTIC LOUVER 2 COORDINATE EXACT LOCATION OF EQUIPMENT PENETRATIONS THROUGH ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL DRAWINGS PRIOR TO SHOP DRAWING SUBMITTAL. 3. COORDINATE HVAC SYSTEMS WITH WORK OF OTHER SYSTEMS AND TRADES PRIOR TO u ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS AND n TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 4. COORDINATE LOCATIONS, FINISH AND PAINT COLOR OF ALL HVAC DIFFUSERS, BHP REGISTERS AND GRILLES IN ROOMS WITH GYPSUM BOARD HARD -LID CEILINGS WITH CMU WALL ARCHITECTURAL FINISH SCHEDULE. WALL- MOUNTED FAN DETAIL SCALE: 112 " =1' -0" UNISTRUT CHANNEL P1000* (OR P -1001 OR P- 1001 -3 AS REQ'D TO OFFSET FROM WALL) ANCHOR SLOTTED STEEL CHANNEL, UNISTRUT* (TYP) -, CMU WALL 1/2" ANCHOR @ 4" EMBED (TYP) d ° oa ° d a - a a d ° . a a 32 (WIDTH) x 24 (HEIGHT) ACOUSTIC LOUVER 28 x 44 x 32 (DEPTH) DUCT PLENUM - SUPPORT BAND 1 112" WIDTH, 16 GAUGE - FASTENERS TYP OF 3 PER SIDE FLEXIBLE CONNECTOR (TYP EACH SIDE OF FAN) EXHAUST FAN [EF -1] - MOUNTING LEGS - BASEISOLATOR ANGLE BRACKET (TYP) -20x20 DUCT -FAN SUPPORT IS TYP BOTH SIDES OF FAN 16x25 DUCT °II FAN SCHEDULE II 4 O d ua a u LOCATION n CFM n 4 22 "0 DUCT *OR KIN -LINE INC.; OR EQUAL EXHAUST FAN MOUNTING DETAIL SCALE: 1/2 " =1' -0" 5. PROVIDE BRACING FOR HORIZONTAL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA RESTRAINT MANUAL. 6. PROVIDE ACOUSTICAL LINING FOR ALL DUCTWORK INSTALLED UP TO 10' DOWNSTREAM OF AIR HANDLING EQUIPMENT. 7. PROVIDE CEILING ACCESS PANELS TO ACCESS DAMPERS INSTALLED ABOVE CEILING. COORDINATE SIZE AND LOCATION OF ACCESS PANELS WITH ARCHITECT. 8. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATION AND APPLICABLE CODES. 9. FOR LOCATION OF LOUVERS SEE ARCHITECTURAL DRAWINGS. 10. ALL EXPOSED AIR DUCTS SHALL BE SPIRAL GALVANIZED STEEL ARCHITECTURAL FINISH WITH GALVANIZED STEEL ATTACHMENT RODS AND STRAPS. INSTALLATION SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARDS FOR EXPOSED ARCHITECTURAL DUCTING. PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I PLUMBING NOTES: 1. INSTALL IN ACCORDANCE WITH 2007 CALIFORNIA MECHANICAL AND PLUMBING CODES AND LOCAL AMENDMENTS. 2, PLUMBING LAYOUT IS DIAGRAMMATIC AND DOES NOT SHOW ALL DETAILS OR FITTINGS REQUIRED FOR A COMPLETE INSTALLATION. 3. INSTALL ALL PIPING TO AVOID ARCHITECTURAL OPENINGS, STRUCTURAL MEMBERS, DUCTS, FIXTURES AND OTHER OBSTRUCTIONS. 4. PIPE SIZES FOR HOT AND COLD WATER SUPPLY CONNECTIONS, SANITARY DRAIN AND VENT CONNECTIONS ARE SHOWN ON FIXTURE CONNECTION SCHEDULE. 5. PROVIDE ISOLATION VALVES ON ALL HOT AND COLD WATER BRANCH SUPPLIES TO FIXTURES. PROVIDE WATER HAMMER ARRESTORS PER SPECIFICATION. 6. PROVIDE WALL ACCESS DOOR FOR WALL CLEANOUT (WCO) INSTALLATIONS. PROVIDE CHRISTY G3 VALVE BOX FOR ALL AREA CLEANOUT (CO) INSTALLATIONS. 7. ROUTE VERTICAL PIPING WITHIN CHASES WHERE PROVIDED. LAYOUT SHOWN ON PLAN IS SCHEMATIC AND NOT TO SCALE. 8. WHERE POSSIBLE ROUTE HOT AND COLD WATER PIPING FOR GROUND FLOOR FIXTURES WITHIN CEILING SPACE AND WITHIN FRAMED WALLS. 9, THERE SHALL BE NO DIRECT CONTACT BETWEEN PIPES AND HANGER STRAPS OR BUILDING CONSTRUCTION. SEPARATE PIPES FROM HANGERS/ BUILDING CONSTRUCTION USING HAIR FELT OF NOT LESS THAN 1/2" THICKNESS. 10. OBTAIN ROUGH -IN DATA AND DIMENSIONS OF ALL SINKS AND PLUMBING FIXTURES. 11. ALL FLOOR DRAINS SHALL BE PROVIDED WITH INTEGRAL TRAPS AND TRAP PRIMER CONNECTIONS. CONTRACTOR SHALL DESIGN PRIMER SUPPLY PIPING FROM TRAP PRIMING VALVE TO TRAP PRIMER CONNECTION. 17 INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH LOCALLY RECOGNIZED PLUMBING CODES. 13. ROOF DRAINAGE IS PROVIDED BY GUTTER. REFER TO DRAWING A2. ROOF AREA IS 775 SQ. FT., RAINFALL RATE IS 1.5" PER HOUR. A 2" GUTTER IS REQUIRED. 14. THE PRESSURE AT THE INLET TO THE INSTANTANEOUS HOT WATER HEATER SHALL BE AS REQUIRED BY THE EQUIPMENT MANUFACTURER (25 PSI MINIMUM). 15. FLOORS SHALL SLOPE TOWARDS FLOOR DRAINS AT NO LESS OF A SLOPE THAN 1/8" PER FOOT. 16. INSTALL A THERMOSTATIC MIXING VALVE ON THE HOT WATER SUPPLY TO LAVATORY. SET THE THERMOSTAT ON THE MIXING VALVE TO 115° F. Q Call before you Day VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® y; 0 ®1 ENLARGED PLUMBING PLAN QROFESS /p,�` IF NOT ONE INCH ON SCALE: 1" = V -0" OR THIS SHEET, ADJUST `D 1-800-227-2600 SCALES ACCORDINGLY 13 m RECORD DRAWING larf ;M These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants EXP. C69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 06 -30 -14 10920 Via Frontera, Suite 110 `P Q San Diego, California, 92127 9TF CIVIL �o�� (858)- 676 -3620 0887113 OF ONI� 06-0 X13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DS.IGNEUDY DRAWN BY zHARRISY APPROVALS C17Y OF ENCINITAS DRAWING NO. UlLTS le S.20. /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF ,� < /� SURVEY 18416. A 3.5 "BRASS DISC IN THE MIDDLE OF THE DATE : December 9, 2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT V SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL '�.,,, O f /� T p p TTY+ EDWARD DEANE GLENN PRUIM STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER > "' MATT A. 1 EC7OE 1 1 J R.C.E. NO.: C24087 R.C.E. N0. 48971 R.C.E. NO. 51274 HVAC PLANS, SECTION, AND DETAILS AVE., 65 FEET WESTERLY OF THE CENTER OF THE 5' NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL w'`; " ENGINEER ELEVATION = 34.664 NAVD 88 RECORD DRAWING C. YOUNG 05 -31 -2013 , ? Encinitas EXP. 12/31/13 DATE: DATE: SHEET 36 OF 64 rlTv npAiAnNr Nln rc -Fi1n a a0 m m 0 N M co z m m 3 0 0 c%1 co co co M ¢ c cc s c N 0 M FAN SCHEDULE UNIT NO. MODEL NO. - LOCATION AREA CFM EXTERNAL STATIC BHP FAN RPM DRIVE TYPE FAN TYP E ELECTRICAL SERVICE NOTES (SEE NOTE SERVED PRESSURE [ "SF -1 SS1 -16- 428 -A5 CONTROL ROOM PUMP STATION 2,520 1/2 tHP 0.60 1750 DIRECT SIDEWALL PROPELLER 480/3/60 2, 3 EF -1 SQ -140 -A CONTROL ROOM PUMP STATION 2,520 7/8 1.03 1725 DIRECT CENTRIFUGAL INLINE 480/3/60 2 EF -2 SE1 -8-440 BATHROOM BATHROOM 100 114 55W 1350 DIRECT CENTRIFUGAL INLINE 120/1/60 4 NOTES: 1. PRODUCTS FROM GREENHECK CORP. 2. CONTINUOUS OPERATION. 3. PROVIDE WITH WALL MOUNTING COLLAR, MOTOR SIDE GUARD, AND BACKDRAFT DAMPER. 4. FAN RUNS WHEN ROOM IS OCCUPIED (TIE OPERATION TO LIGHTSWITCH CONTROL) Q Call before you Day VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® y; 0 ®1 ENLARGED PLUMBING PLAN QROFESS /p,�` IF NOT ONE INCH ON SCALE: 1" = V -0" OR THIS SHEET, ADJUST `D 1-800-227-2600 SCALES ACCORDINGLY 13 m RECORD DRAWING larf ;M These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants EXP. C69577 contractor, and others, in order to document actual constructed conditions of the facilities. P. 06 -30 -14 10920 Via Frontera, Suite 110 `P Q San Diego, California, 92127 9TF CIVIL �o�� (858)- 676 -3620 0887113 OF ONI� 06-0 X13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DS.IGNEUDY DRAWN BY zHARRISY APPROVALS C17Y OF ENCINITAS DRAWING NO. UlLTS le S.20. /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF ,� < /� SURVEY 18416. A 3.5 "BRASS DISC IN THE MIDDLE OF THE DATE : December 9, 2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT V SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL '�.,,, O f /� T p p TTY+ EDWARD DEANE GLENN PRUIM STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER > "' MATT A. 1 EC7OE 1 1 J R.C.E. NO.: C24087 R.C.E. N0. 48971 R.C.E. NO. 51274 HVAC PLANS, SECTION, AND DETAILS AVE., 65 FEET WESTERLY OF THE CENTER OF THE 5' NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL w'`; " ENGINEER ELEVATION = 34.664 NAVD 88 RECORD DRAWING C. YOUNG 05 -31 -2013 , ? Encinitas EXP. 12/31/13 DATE: DATE: SHEET 36 OF 64 rlTv npAiAnNr Nln rc -Fi1n a a0 m m 0 N M co z m m 3 0 0 c%1 co co co M ¢ c cc s c N 0 M PRESSURE GA (SEE SECTION DIAPHRAGM SI DAMPENER OF SNUBBER ✓ALVE iECTION 15050) GALV. STL. (TYP) SADDLE TAP FOR PIPE MOUNTING (SEE SECTION 15050) 'RESSURE PIPE )R TANK NOTE: �- 1. PROVIDE 900 BENDS, AS REQUIRED, TO MOUNT ALL GAUGES AND SWITCHES IN A VERTICAL CONFIGURATION. TYPICAL GAUGE OR SWITCH DETAIL SCALE: NONE REFERENCE LINE FOR DIMENSIONING ABOVE FLOOR (4'-6" UNLESS OTHERWISE NOTED) 3/8" S.S. BOLTS AND EXPANSION ANCHORS (TYP.) 1" E 3/16 L a. e d a CV 3/16" STEEL PLATE 3/4" RADIUS (TYP.) CMU WALL (TYP) HALF SECTION 12" DIA. PIPE WELDED TO PLATE SIDE VIEW FRONT VIEW NOTE: 1. HOT -DIP GALV. AFTER FABRICATION. m TYPICAL HOSE RACK DETAIL SCALE: NONE Call before you °a° VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ©-. 0 ®1 0 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE -2013 VENT TO W BALL VALVE (SEE SECTIC 15050) BALL VALVE (SEE SECTIC 15050) TO SUMP SURE GAUGE SECTION iRAGM SEAL 'ENER OR BER ✓ALVE SECTION 15050) GALV. STL. (TYP) SADDLE TAP FOR PIPE MOUNTING (SEE SECTION 15050) 'RESSURE PIPE )R TANK NOTE: 1. PROVIDE 90" BENDS, AS REQUIRED, TO MOUNT ALL GAUGES AND SWITCHES IN A VERTICAL CONFIGURATION. PUMP DISCHARGE GAUGE/VENT DETAIL SCALE: NONE DRAIN TO WET WELL SEWAGE COMBINATION AIR RELEASE VALVE (SEE SECTION 15050) BALL VALVE (SEE SECTION 15050) 3CH 80 GALV. STL. 41PPLE (TYP) SADDLE TAP FOR PIPE AOUNTING SEE SECTION 15050) 4ESSURE PIPE R TANK TYPICAL COMBINATION AIR RELEASE VALVE DETAIL SCALE: NONE REFERENCES DATE BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 SCALE HORIZONTAL VERTICAL IY 1/8 DRY SIDE OF WALL X LL m DRYPACK CONCRETE MORTAR ¢ TYPICAL SLEEVE CAST IN WALL. 1/4" THICK PLATE (MAY BE SQUARE = ¢ DRY SIDE OF w 2" NON - SHRINK GROUT CONCRETE WALL d a 12" LU _ O + z t J U_ PLAIN END a FABRICATED FLANGE W/TAPPED BOLT HOLES POINT WITH CEMENT SIZED TO ACCEPT MATING MORTAR TO MATCH FLANGE MACHINE BOLTS WALL SURFACE (TYP.) WALL FLANGE SHALL BE 1 TYP. STEEL PLATE CONTINUOUSLY WELDED OR BRAZED TO PIPE. STEEL PLATE SHALL BE SAME O.D. AS FLANGE AND 1/4" MIN. THICKNESS FLANGED PIPE SPOOL THROUGH WALL DETAIL SCALE: NONE t] W IY 1/8 DRY SIDE OF WALL X LL m DRYPACK CONCRETE MORTAR ¢ TYPICAL SLEEVE CAST IN WALL. 1/4" THICK PLATE (MAY BE SQUARE = ¢ DRY SIDE OF w PLATE W/ CENTER HOLE) o m WALL OR SLAB SHALL BE BRONZE OR PACKED OAKUM m CONCRETE WALL OR SLAB LINK TYPE WALL SEAL EARTH OR WATER SIDE OF " WALL OR SLAB POLYURETHANE SEALANT, 2 PART COMPOUND, MIN. THICKNESS 1/2" OR 1/2 — WIDTH WHERE WIDTH EXCEEDS V TIGHTEN BOLTS FROM PIPE PASSING DRY SIDE OF WALL THROUGH WALL IF HOLE IS CORE DRILLED DRYPACK CONCRETE MORTAR OR CAST W /SMOOTH TYPICAL SLEEVE CAST IN WALL. UNIFORM SHAPE, SLEEVE FABRICATE OF PIPE WITH 1/4" MAY BE OMITTED MIN. WALL THICKNESS. HOT DIP BOLTS, NUTS, WASHERS, M GALVANIZE AFTER FABRICATION SHALL BE BRONZE OR PACKED OAKUM STAINLESS STEEL NOTE: 1. FOR WALLS GREATER THAN 12" THICK USE TWO LINK SEALS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. PIPE PENETRATION DETAIL SCALE: NONE City Al Of Encinitas Cl WALL SLEEVE, FLANGE x PUSH -ON OR MECHANICAL JOINT, WITH INTEGRALLY CAST WEEP RING Cl FLANGE V' a TANK SIDE OF SEE NOTE 3 WALL SEE NOTES 4AND5 a —I a 4 ° F 3" MIN 3" MAX SEE SEE NOTE 2 NOTE BELOW NOTES; 1. IF TANK SIDE CONNECTION IS PUSH -ON JOINT, BELL FACE MAY BE FLUSH WITH WALL. IF TANK SIDE CONNECTION IS MECHANICAL JOINT, BELL MUST BE PROJECT FAR ENOUGH TO ALLOW BOLTS TO BE REMOVED. 2. WHERE SECTIONIFIED, CAST IRON FLANGES MAY BE INSTALLED FLUSH WITH WALL AND TAPPED FOR STUDS. 3. FLANGE BOLT HOLES SHALL EQUALLY STRADDLE THE VERTICAL CENTERLINE OF THE FLANGE TO ASSURE PROPER CONNECTION TO ADJOINING PIPE, VALVES AND FITTINGS. 4. "TANK SIDE OF WALL" SHALL MEAN SIDE OF WALL NORMALLY EXPOSED TO LIQUID OR EARTH. 5. SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED TO LIQUID, EARTH OR AN EXPLOSION HAZARD AREA. PIPE PENETRATION THROUGH WALL DETAIL %2� SCALE: NONE 13 -1/4" MIN 1/4" STEEL PLATE AT GATED OPENING. STIFFENER & CUT -OFF RING. WELD TO SIZED JOINT SLEEVE 114" MIN. THICKNESS STEEL PL. SIZED JOINT SLEEVE WALL THIMBLE AT _ °X (GASKET SLEEVE) GATED OPENI NEOPRENE GAS! REINFORCED CONCRETE PIPE SHOWN. JOINT IS SUITABLE FOR STEEL, DUCTILE IRON, CAST IRON OR PVC PIPE CONNECTION TO STRUCTURE DETAIL SCALE: NONE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE :December9, 2010 gy_ MATT A. TEBBETTS R.C.E. NO.: C24087 EDWARD DEANE R.C.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: _ PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE Cl WALL PIPE WITH INTEGRALLY CAST WEEP RING 3" MIN SEE NOTE 1 e° DIP OR FLANGED UNLESS STEEL OTHERWISE SECTIONIFIE SEE NOTE 2 NOTES; 1. WHERE SECTIONIFIED, CAST IRON FLANGES MAY BE INSTALLED FLUSH WITH WALL AND TAPPED FOR STUDS. 2. FLANGE BOLT HOLES SHALL EQUALLY STRADDLE THE VERTICAL CENTERLINE OF THE FLANGE TO ASSURE PROPER CONNECTION TO ADJOINING PIPE, VALVES AND FITTINGS. PIPE PENETRATION THROUGH WALL DETAIL SCALE: NONE CAUTION f . RECLAIMED WATER, DO NOT DRINK. DO NOT CONNECT TO DRINKING WATER SYSTEM NOTICE CONTACT BUILDING MANAGEMENT BEFORE PERFORMING ANY WORK ON THIS WATER SYSTEM DO NOT NO TOME DRINK ELAGUA NOTES: 1. REFER TO SECTION 10400 OF THE SPECIFICATIONS. 2. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS SHALL BE 18 GAGE. 3. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. 4. SIGN SHALL MEET REQUIREMENTS OF CALIFORNIA PLUMBING CODE 1619.0 (B). RECYCLED WATER SIGN SCALE: 3 " =1'-0" Mg ee- Q z m RECORD DRAWING These Record Drawings have been prepared based on information provided by the 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 06 -30 -14 'IVII. Z� CAl \F� \P a6 -oY -�3 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT M7 MECHANICAL DETAILS SHEET 37 OF 64 D N rn M v Cl) 0 21 Cl) CD z a ca m rn 3 0 0 2 M r CD 0 0 m wI a c L C N 0 REAM HOLE IN UNISTRUT FITTING FOR 1/2" BOLT (TYP.) z_ -- UNISTRUT* CHANNEL P1000 a (OR P1001 OR P1001 -3 AS REQ'D TO OFFSET FROM WALL) CHEMICAL /SAMPLE PIPING UNISTRUT SERIES 2600 PIPE CLAMP FOR FLEXIBLE CONNECTION (TYP). LARGE BORE PIPE TO <4" UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC >2" FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL 1 INSULATION ON OUTSIDE WALL 1/2" CAPSULE ANCHOR AND 1/2" BOLT W /UNISTRUT P1064 FLAT PLATE FITTING UNDER CHANNEL AND UNDER BOLT HEAD (TYP.) CONCRETE FILLED CMU WALL, CONCRETE WALL, OR OVERHEAD NOTE: ADD ADITIONAL CAPSULE ANCHOR FOR EACH ADDITIONAL PIPE. * OR KIN -LINE INC., OR EQUAL. TYPE 3 SUPPORT (T3S) SCALE: NONE (SEISMIC RESTRAINT) LOCATION H (MAX.) 5/8" BOLT, NUT, & EMBED BASE PLATE iv LOCK WASHER FLOOR PIPE < 8" DIA. 3/8 X 9 X 9 4- 5/8" 5" + - PIPE 3' -0" 3/8" PL. 4" WIDE 4- 3/4" 6" PIPE STRAP F_ 518 X 9 X 9 4- 3/4" I I 1/a 6" 3" STD. STL. + 3/4" PIPE, 3" LONG 5/8" THROUGH BOLT 7/8" T' WITH NUT & >24" < 30" 7/8" LOCK WASHER 3/8" 7/8" 2 1/2" EXTRA STRONG _ 2" STEEL PIPE. D ATTACH DIRECTLY = TO BASE PL. WHEN SHEET 38 OF 64 v ? HEIGHT LESS THAN 9" 05 -31 -2013 PLUS PIPE O.D. /2. MALLEABLE IRON REDUCER z _Z L - J 3" EXTRA STRONG tO Q 4 TACK WELDS STEEL PIPE 3" THREADED STL. PIPE, TYPE 30A SUPPORT (T30AS) N w _ AT 90 ° ANCHOR BOLTS F- WITH LOCK 1/4 EXTRA STRONG II io WASHERS, DOUBLE ROUND CORNERS NUTTED AT SLAB NONE (SEISMIC RESTRAINT) AT EDGES-." BASE PLATE FLOOR, WALL OR CEILIN GROUT OR DRYPACK 3/4" MIN., 2" MAX. DOUBLE NUT AT 3/8" X 9" X 0' -9" (TYP) LOCATION H (MAX.) MEMBER EMBED BASE PLATE ANCHOR BOLTS FLOOR T -0" 3/8 X 9 X 9 4- 5/8" 5" CEILING 3' -0" 5/8 X 9 X 9 4- 3/4" 6" WALL 1'-6" 518 X 9 X 9 4- 3/4" 6" NOTES: 1. AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE PIPE AND REDUCER AND WELD 3" STEEL PIPE DIRECTLY TO BOTTOM PIPE STRAP. 2. DO NOT CUT OR WELD AFTER GALVANIZING. 3. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION. TYPE 8 SUPPORT (T8S) NONE (SEISMIC RESTRAINT) Call bwelOr° you °ate VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 0 e. 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 THREADED ANCHOR FOR HANGER ROD (6" MIN. EMBED) a ° CONCRETE PIPE HANGER ROD EMBED REMARKS PIPE SIZE EMBED DIAMETER DIAMETER I PL. "C" <2" 3/8" T >2 " <4" 1/2" 4" TURNBUCKLE (� (OPTIONAL) MALLEABLE IRON ADJUSTING NUT ANVIL INTERNATIONAL* FIG. 97C PVC PLASTIC COATED ", 4�� STEEL BAND * OR FEE AND MASON, OR EQUAL. TYPE 5 SUPPORT (T5S) SCALE: NONE 1/2" (TYP.) PIPELINE PIPE SIZE 1/2" PLATE (SEE TABLE BELOW) 1 1/2" (TYP.) PL. "B" (TOTAL 2) a 1/4 to 114 PL. "A" ANCHOR BOLT, PL. "C" (TOTAL -2) 4" (TYP.) TYP. OF 4 10" SIDE VIEW 3" (TYP.) FLANGE PL. "C" (TYP.)- ROUND CORNERS AND EDGES FLOOR, WALL OR CEILING 1 1/2" (TYP.) 1 1 WIDTH f— DRILL FOUR HOLES (TYP) TO MATCH FLANGE 1" CLR. (TYP) 1/4 (TYP) 1/4 - DOUBLE NUT (TYP) AT SLAB ONLY -GROUT OR DRYPACK 3/4" MIN., 2" MAX. - ANCHOR BOLT (TYP.) - PL. "A" SUPPORT (T1 OS) ANCHOR BOLT EMBED REMARKS PIPE SIZE MEMBERS PL. "A" PL. "B" I PL. "C" < 12" 1/2" 10 5" 3/4" 6" PL. "B" & "C" NOT REQ'D. >12" < 16" 1/2" 3/8" - 3/4" 6" PL "C" NOT REQ'D. >16" <24" 3/4" 3/8" 3/8" 7/8" T' 15 >24" < 30" 7/8" 3/8" 3/8" 7/8" 7" 20" TYPE 10 SUPPORT (T10S NONE (SEISMIC RESTRAINT) NOM. PIPE DIA "D" "A" BRACE EVERY (FT) 21/2" 1" 10 3" 1" 10 4" 1" 10 5" 11/2" 10 6" 1 1/2" 15 8" 1 1/2" 15 10" 1 1/2" 15 12" 11/2" 15 14" 2" 15 16" 2" 15 18" 2" 15 20" 2" 15 WELD TO STEEL STRUCTUR POISON PAD REQUIRED IF V TO VESSEL OR EQUIPMENT. NOTE: 6' -0" (MAX) _ SEE SECTION 15050 FOR MATERIALS. I TYPE 23 PIPE SUPPORT (T23S) SCALE: NONE 90" BASE ELL OR TEE BASE � PIPE < 8" 4- FLANGE BOLTS �---- STD. 125 LB. RED, FLANGE (TYP) ADHESIVE ANCHOR (6" MIN. EMBED) (TYP 4) 1/2 "x4 "x0' -8" PLATE STD. WT. PIPE, DIA "A" 1/8" VENT HOLE (UNDERSIDE OF PIPE) PIPE CLAMP WITH SPACERS TO PERMIT LOOSE FIT (1/16" CLEARANCE) FOR VERTICAL THERMAL EXPANSION. PIPE SIZE (D) 1/2" PLATE "A" CLEAR 1" (MIN) BETWEEN STEEL AND PIPE MATERIAL, (INSULATION, U- BOLTS, HANGER SUPPORTS, ETC.) T.0 S. ELEVATION SPECIFIED ON MECHANICAL PLAN 1/4" STOP PLATE W4X13 CANTILEVER (8" PIPE) SIDE BRACE W6X12 CANTILEVER (12" PIPE) W4X13 KNEE BRACE 1 1116 "0 HOLES (TYP) _ = 45. a 4// WT2X6.5 SIDE BRACE a a „1 -1/2" PLATE "B" V ANCHORS, 8" EMBED (TYP) PLAN VIEW 2" 1 IL PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE FRONT VIEW t, � GROUT OR DRYPACK 1 1/2" 3/4" MIN, 2" MAX. 5/8" ANCHOR W /5" EMBED ( L/P WITH LOCK WASHERS (TYP. OF 4) 9„ SQUARE NOTES: 1. AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE 2 1/2" STEEL PIPE AND SCREW 3" STEEL PIPE DIRECTLY TO REDUCING FLANGE. 2. DO NOT CUT OR WELD AFTER GALVANIZING. TYPE 13 SUPPORT (T13S NONE (SEISMIC RESTRAINT) UNISTRUT* PER PIPE SUPPORT USED. UNISTRUT* MAY BE INSERT TYPE. P3700 SERIES, SET FLUSH WITH WALL D PIPE STRAP PVC PIPE BEING SUPPORTED PVC SLEEVE I.D. 1/4" LARGER THAN PIPE O.D. SLEEVE 4" LONG * BEE -LINE OR KIN -LINE INC., OR EQUAL PVC PIPE SLIDE SUPPORT DETAIL SCALE: NONE 111 HOB_ F` LM I c o (TYP) PLATE CANTILEVER II II II � II KNEE BRACE II 1 II 1" ANCHORS, 8" EMBED (TYP) i n" 13/16" PLATE 1/8 I I I N T3S 1/2" BOLT, NUT & WASHER (TYP OF 2) I I 3/4" CAPSULE, TS3x3x0.25 * I ( DOUBLE NUTS WITH WASHERS I I (TYP. OF 4) M 1/4 I I PLATE 3/4" X 9" X 0' -9" 3/4" MIN., OR DRYPACK A FLOOR I Da_ a P a D o � MAX. LOAD LIMITS (ALL ON ONE SIDE ONLY) NUMBER OF PIPES PIPE SIZE 1 6" TO FIT BASE FLANGE 4" 5 <4„ t` 8 8EN " � APPROVALS THREADED DRAWING NO. C. YOUNG L MAFY 2 112" THREADED STL. REDUCER - HORIZONTAL VERTICAL` PIPE, EXTRA STRONG PLANS PREPARED UNDER SUPERVISION OF DATE December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 o WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT - PLATE "A" —1/2" STEEL PIPE SUPPORT DETAILS ❑ I SHEET 38 OF 64 TACK WELD @ 90° PLATE F- 05 -31 -2013 = L z ~ z 3" THREADED STL. PIPE, TYPE 30A SUPPORT (T30AS) _ tD g EXTRA STRONG II io NONE (SEISMIC RESTRAINT) = a 1/4 = DOUBLE NUT AT 3/8" X 9" X 0' -9" SLAB ONLY, —PL. t, � GROUT OR DRYPACK 1 1/2" 3/4" MIN, 2" MAX. 5/8" ANCHOR W /5" EMBED ( L/P WITH LOCK WASHERS (TYP. OF 4) 9„ SQUARE NOTES: 1. AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE 2 1/2" STEEL PIPE AND SCREW 3" STEEL PIPE DIRECTLY TO REDUCING FLANGE. 2. DO NOT CUT OR WELD AFTER GALVANIZING. TYPE 13 SUPPORT (T13S NONE (SEISMIC RESTRAINT) UNISTRUT* PER PIPE SUPPORT USED. UNISTRUT* MAY BE INSERT TYPE. P3700 SERIES, SET FLUSH WITH WALL D PIPE STRAP PVC PIPE BEING SUPPORTED PVC SLEEVE I.D. 1/4" LARGER THAN PIPE O.D. SLEEVE 4" LONG * BEE -LINE OR KIN -LINE INC., OR EQUAL PVC PIPE SLIDE SUPPORT DETAIL SCALE: NONE 111 HOB_ F` LM I c o (TYP) PLATE CANTILEVER II II II � II KNEE BRACE II 1 II 1" ANCHORS, 8" EMBED (TYP) i n" 13/16" PLATE 1/8 I I I N T3S 1/2" BOLT, NUT & WASHER (TYP OF 2) I I 3/4" CAPSULE, TS3x3x0.25 * I ( DOUBLE NUTS WITH WASHERS I I (TYP. OF 4) M 1/4 I I PLATE 3/4" X 9" X 0' -9" 3/4" MIN., OR DRYPACK A FLOOR I Da_ a P a D o � MAX. LOAD LIMITS (ALL ON ONE SIDE ONLY) NUMBER OF PIPES PIPE SIZE 1 6" 4 4" 5 <4„ NOTE: BOTH SIDES OF PIPE SUPPORT MAY BE LOADED PROVIDED THE NUMBER OF PIPES PER SIDE IS NOT EXCEEDED. * OR KIN -LINE, INC., OR EQUAL. TYPE 15A SUPPORT (T15AS) �OQROFESS /p ` NONE (SEISMIC RESTRAINT) CY ,j m RECORD DRAWING m � These Record Drawings have been prepared based on information provided by the No. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 0630 -14 �rgTF OF I r t' L \FO�a\of.-O%4-1.2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Ut I IN 6Y t` 8 8EN " APPROVALS CITY OF ENCINITAS DRAWING NO. C. YOUNG L MAFY B. THOMAS THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL VERTICAL` tea.; City „� ..� 4 *' } �" °.:. #'""`"., 0 s k;,., n L 11 Encinitas PLANS PREPARED UNDER SUPERVISION OF DATE December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 RECOMMENDED APPROVED BY: — BY: EDWARD DEANS GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT PIPE SUPPORT DETAILS SHEET 38 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 Lilrr1IN&O 7e\�jm *xI![rizfM1*G' ABBREVIATIONS a CIRCUIT BREAKER AUX. CONTACT, FLUOR FLUORESCENT OL THERMAL OVERLOAD RELAY OF ALL EQUIPMENT SHOWN ON THESE CLOSED WHEN BREAKER IS CLOSED FO FIBER OPTIC PB PULLBOX, PUSHBUTTON A AMMETER, AMPERES FREQ FREQUENCY PD POSITIVE DISPLACEMENT AC ALTERNATING CURRENT FT FEET, FOOT PE PHOTOELECTRIC A/C AIR CONDITIONER FU FUSE PEC PHOTOELECTRIC CELL A/D ANALOG TO DIGITAL (F) FUTURE PF POWER FACTOR ADJ ADJUSTABLE FVNR FULL VOLTAGE, NON REVERSING pH MEASURE OF ACIDITY OR AF AMPERE FRAME FVR FULL VOLTAGE, REVERSING WSC ALKALINITY AFD ADJUSTABLE FREQUENCY DRIVE FWD FORWARD PH -PHASE AFF ABOVE FINISHED FLOOR GA GAUGE PLC PROGRAMMABLE LOGIC AIC AMPERES INTERRUPTING CAPACITY GALV GALVANIZED CONTROLLER AL ALUMINUM GEN GENERATOR PNL PANEL ALT ALTERNATOR GFI GROUND FAULT INTERRUPTER PNLBD PANELBOARD AIM AUTO /MANUAL CONTROLLER G, GND GROUND PRI PRIMARY ANN ANNUNCIATOR GRS GALVANIZED RIGID STEEL PS PRESSURE SWITCH APPROX APPROXIMATE HP2 HYDROGEN PEROXIDE PSI POUNDS PER SQUARE INCH AS AMMETER SWITCH HH HANDHOLE PVC POLYVINYL CHLORIDE AT AMMETER TRIP HMI HUMAN MACHINE INTERFACE pWR POWER ATS AUTOMATIC TRANSFER SWITCH HOA HAND - OFF - AUTOMATIC (RL) RELOCATE AUTO AUTOMATIC HOR HAND- OFF - REMOTE (RLD) RELOCATED AUX AUXILIARY HORIZ HORIZONTAL RCPT RECEPTACLE AWG AMERICAN WIRE GAGE HP HORSEPOWER RCT REPEAT CYCLE TIMER b CIRCUIT BREAKER AUX. CONTACT, HPS HIGH PRESSURE SODIUM REQD REQUIRED CLOSED WHEN BREAKER IS OPEN HTR HEATER RM ROOM BCG BARE COPPER GROUND HV HIGH VOLTAGE RPM REVOLUTIONS PER MINUTE BLDG BUILDING HZ HERTZ (CYCLES PER SECOND) RT RESET TIMER C CONDUIT, CONTACTOR IND LT INDICATING LIGHT SCR SILICON CONTROLLED CAB CABINET INCAND INCANDESCENT RECTIFIER CAP CAPACITOR INSTR INSTRUMENT, INSTRUMENTATION CB CIRCUIT BREAKER 1/0 INPUT /OUTPUT SD SMOKE DETECTOR CC CONTROL CABLE, CLOSING COIL JB JUNCTION BOX SEC SECONDS, SECONDARY CHH COMMUNICATION HANDHOLf KA KILOAMPERES SECT SECTION CL CHLORINE KCMIL THOUSANDS OF CIRCULAR MILS SF SUPPLY FAN CKT CIRCUIT KV KILOVOLTS SHH SIGNAL HANDHOLE CMH COMMUNICATION MANHOLE KVA KILOVOLT AMPERES SHT SHEET CO CONDUIT ONLY KVAR KILOVOLT AMPERES REACTIVE SIG SIGNAL COMM COMMUNICATION KVARH KILOVOLT AMPERES REACTIVE SN SOLID NEUTRAL COND CONDUCTOR HOURS SPECS SPECIFICATIONS CONT CONTINUED, CONTINUATION KW KILOWATTS SPOT SINGLE POLE, DOUBLE THROW CPT CONTROL POWER TRANSFORMER KWH KILOWATT HOURS SS STAINLESS STEEL, SOLID STATE CP CONTROL PANEL LCP LIGHTING CONTROL PANEL SW SWITCH CR CONTROL RELAY LP LIGHTING PANEL SWBD SWITCHBOARD CS CONTROL SWITCH LPS LOW PRESSURE SODIUM SWGR SWITCHGEAR CT CURRENT TRANSFORMER LTG LIGHTING SYNC SYNCHRONIZING CWP COLD WATER PIPE LT(S) LIGHT(S) TB TERMINAL BOX, TERMINAL BOARD DC DIRECT CURRENT (M) MODIFIED TIC TELEPHONE CABINET DIA DIAMETER mA MILLIAMPERES TEL TELEPHONE DIAG DIAGRAM MAX MAXIMUM TEMP TEMPERATURE DISC DISCONNECT MCC MOTOR CONTROL CENTER TSP TWISTED SHIELDED PAIR DISTR - DISTRIBUTION MCP MOTOR CIRCUIT PROTECTOR TVSS TRANSIENT VOLTAGE DN DOWN MFR MANUFACTURER SURGE SUPPRESSOR DP DISTRIBUTION PANEL MH MANHOLE TYP TYPICAL DPDT DOUBLE POLE, DOUBLE THROW MIN MINIMUM UG UNDERGROUND DPST DOUBLE POLE, SINGLE THROW MISC MISCELLANEOUS UH UNIT HEATER DWG DRAWING MOV MOTOR OPERATED VALVE UV ULTRA VIOLET (E) EXISTING MS MOTOR STARTER V VOLTS EA EACH MTD MOUNTED VA VOLT- AMPERES EF EXHAUST FAN MTG MOUNTING VFD VARIABLE FREQUENCY DRIVE EHH ELECTRICAL HANDHOLE NITS MANUAL TRANSFER SWITCH VAR VOLT AMPERES REACTIVE EL, ELEV ELEVATION VERT VERTICAL NEW ELEC ELECTRIC, ELECTRICAL VH VAR -HOUR N NC C NORMALLY CLOSED ELEM ELEMENTARY NEC NATIONAL ELECTRICAL CODE VS VOLTMETER SWITCH EMERG EMERGENCY W WIRE, WATTS ENCL ENCLOSURE NEMA NATIONAL ELECTRICAL WHM WATTHOUR METER EFFL EFFLUENT MANUFACTURER'S ASSOC. WHDM WATTHOUR DEMAND METER EQ EQUAL NEUT NEUTRAL WP WEATHERPROOF EQPT EQUIPMENT NIC NOT IN CONTRACT WT WATERTIGHT ETM ELAPSED TIME METER NO NORMALLY OPEN, NUMBER WTP WATER TREATMENT PLANT FACP FIRE ALARM CONTROL PANEL NTS NOT TO SCALE XFMR TRANSFORMER FOR FEEDER OH OVERHEAD FF FINISHED FLOOR OT OVER TEMPERATURE FLEX FLEXIBLE GENERAL NOTES: G1. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; G2. THIS IS A GENERALIZED LEGEND SHEET EXACT LOCATIONS OF ELECTRICAL THIS CONTRACT MAY NOT USE ALL EQUIPMENT SHALL BE DETERMINED IN THE INFORMATION SHOWN. FIELD BY THE ENGINEER. THE INSTALLATION NORMALLY OPEN / CLOSED OF ALL EQUIPMENT SHOWN ON THESE G3. NOTIFY THE ENGINEER IMMEDIATELY IF DRAWINGS OR DESCRIBED IN THE CONFLICTS IN EQUIPMENT LOCATIONS SPECIFICATIONS SHALL CONFORM TO THE ARE DISCOVERED OR IF PROBLEMS ARISE REQUIREMENTS SET FORTH IN THE LATEST DUE TO FIELD CONDITIONS, LACK OF EDITIONS OF ALL APPLICABLE CODES AND INFORMATION OR ANY OTHER REASON. NO UTILITY COMPANY STANDARDS. CONTACT PAYMENT WILL BE MADE FOR CHANGES THE UTILITY COMPANY REPRESENTATIVES WHICH HAVE NOT BEEN FAVORABLY AND VERIFY THEIR REQUIREMENTS. REVIEWED BY THE ENGINEER. cay before you °a° VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0�1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 1711_l�Id[*]1*] P1. CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE NATIONAL ELECTRICAL CODE-ADOPTED BY THE AUTHORITY HAVING CODE ENFORCEMENT JURISDICTION. WHERE NO FILL IS INDICATED, THE FILL SHALL BE 2 #12. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT. G4. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ANSI C37.2, Y1.1, Y32.2, AND Y32.9. G5. VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS. G6. REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS AND EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS. P2. LOWER CASE LETTERS ADJACENT TO A SWITCH OR LIGHT FIXTURE INDICATE A SWITCHED CIRCUIT. FOR FOUR LAMP FLUORESCENT FIXTURES WIRED IN PAIRS WITHIN EACH FIXTURE, THE "a" SWITCH CONTROLS THE OUTER LAMPS AND THE "b" SWITCH CONTROLS THE INNER LAMPS; WIRE 3 LAMP FIXTURES SIMILARLY. P3. NUMBER OF CIRCLES DOES NOT REPRESENT THE NUMBER OF CONDUITS IN THE ENCASEMENT. PLAN SYMBOLS OH OVERHEAD POWER LINE UNDERGROUND CONDUIT UNDERGROUND CONDUIT CONCRETE ENCASEMENT O NOTE P3 UNDERGROUND CONDUIT DIRECT BURIAL NOTE P3 MULTIPLE CONDUIT RUN CONDUIT CONCEALED IN FLOOR — — — — — — — — — — CONDUIT CONCEALED IN WALL OR CEILING CONDUIT EXPOSED CALLOUT INDICATING CONDUIT SIZE, NUMBER OF 3/4 "C -3#12, 1 #12G WIRES AND WIRE SIZE CALLOUT INDICATING 135 CONDUIT PER SCHEDULE CONDUIT RUN, HATCH MARKS III INDICATE NO. OF #12 CONDUCTO NO HATCH MARKS IS 2#12 UNLESS OTHERWISE NOTED HOME RUN TO PANELBOARD OR AS INDICATED FLEXIBLE CONDUIT CONDUIT RUN, BROKEN AND CONTINUED ON SAME SHEET OR AS NOTED ' CONDUIT WITH SEAL FITTING ] CAP ON CONDUIT STUB OPEN CIRCLE DENOTES UPWARD CONDUIT RISER SOLID CIRCLE DENOTES DOWNWARD CONDUIT RISER INDICATES REMOVAL FA FIRE ALARM CONDUIT T TELEPHONE CONDUIT S SECURITY SYSTEM CONDUIT SURFACE MOUNTED PANELBOAR FLUSH MOUNTED PANELBOARD O MOTOR � DISCONNECT SAFETY SWITCH ®-I COMBINATION MOTOR STARTER SMS MANUAL MOTOR STARTER Q CONTROL STATION �— EQUIPMENT MOUNTING STAND 0 GROUND ROD AND BOX ® INSTRUMENT OD INTRUSION DOOR SWITCH 0 ELECTRIC MANHOLE / POWER EMH EHH SHH HANDHOLE / SIGNAL HANDHOLE SINGLE LINE SYMBOLS S* SINGLE POLE SWITCH 2=2 POLE, 3 = 3 WAY, 4 = 4 WAY, GROUND CONNECTION K = KEY OPERATED \ � WP= WEATHERPROOF O -0 SWITCH, 3 POLE EXCEPT WHERE NOTED. RATING IN AMPERES AS D = DIMMER NOTED P = SWITCH WITH PILOT —0�� AUTOMATIC TRANSFER LIGHT SWITCH 3 POLE, RATING AS NOTED Sab SINGLE POLE SWITCH (NOTE P2) ST SHUNT TRIP FLUORESCENT ® FUSE FIXTURE (NOTE P2) rc1� FLUORESCENT FIXTURE WITH o � o FUSE CUTOUT NIGHT LIGHTING (UNSWITCHED) CIRCUIT BREAKER, 3 POLE EXCEPT WHERE OR FLUORESCENT FIXTURE WITH O MCP O )"OAT NOTED. RATING IN AMPERES AS NOTED. IF SELF - CONTAINED EMERGENCY ) TWAT ) 100AT TWO RATINGS APPEAR (EG. 100/625) THEN BALLAST /BATTERY O O DEVICE IS MCP; NUMERATOR IS CONTINUOUS CURRENT RATING & WALL/CEILING MOUNTED DENOMINATOR IS INSTANTANEOUS TRIP FIXTURE SETTING. WALL /CEILING MOUNTED POWER CIRCUIT BREAKER DRAWOUT FIXTURE NIGHT LIGHTING �� ABOVE 1500V RATING AS NOTED (UNSW ITCHED) yY _ � � 1, SURGE ARRESTER j POLE MOUNTED FIXTURE WALL/CEILING MOUNTED EXIT E CURRENT TRANSFORMER ®LIGHT - DIRECTIONAL ARROW WHERE INDICATED, SHADED AREA INDICATES ILLUMINATED VOLTAGE TRANSFORMER FACE RS ¢� EMERGENCY LIGHT WITH POWER OR DISTRIBUTION I—J SELF CONTAINED BATTERY TRANSFORMER RATING AS NOTED LIGHT FIXTURE Oq IDENTIFICATION 100 MOTOR. NUMBER INDICATES SINGLE RECEPTACLE, 120V HORSEPOWER Q SINGLE RECEPTACLE, 208V GEN GENERATOR DUPLEX WALL RECEPTACLE, 120V ❑ WP = WEATHERPROOF O CONTROL PACKAGE PROVIDED G = GROUNDED IG = ISOLATED GROUND WITH THE DRIVEN EQUIPMENT GF = GROUND FAULT BUS STAB ON MCC OR SWITCHGEAR, CORD INTERRUPTER & PLUG CONNECTION FOR MOTORS OL THERMAL OVERLOAD DOUBLE DUPLEX WALL �CrO RECEPTACLE, 120V O 1t A- AMMETER * V- VOLTMETER DUPLEX FLOOR RECEPTACLE, WH - WATTHOUR METER ® 120V GF - GROUNDFAULTSENSOR AS AMMETER SWITCH RECEPTACLE, 480V VS VOLTMETER SWITCH WALL /CEILING MOUNTED 4 JUNCTION BOX ELEMENTARY DIAGRAM REFERENCE NUMBER J FLOOR RECESS MOUNTED D JUNCTION BOX O KIRK KEY INTERLOCK O THERMOSTAT, WALL MOUNTED POWER RECEPTACLE FOR j WALL TELEPHONE OUTLET ( +12 ") PORTABLE EQUIPMENT Q DATA WALL OUTLET O RELAY DEVICE FUNCTION, # PER ANSI NUMBER C372 � TELE -DATA WALL OUTLET TERMINATOR /POTHEAD FIRE ALARM PULL STATION t SPLICE, TERMINATION LI FIRE ALARM FLASHING LIGHT L 1 MOTOR STARTER T NUMBER INDICATES NEMA SIZE FIRE ALARM HORN 5 CAPACITOR - KVAR INDICATED F T <R> AFD - ADJUSTABLE FREQUENCY HEAT DETECTOR AFD DRIVE SS - SOLID STATE STARTER O SMOKE DETECTOR AFD 5 AFD WITH BYPASS CONTACTOR, WALL SENSOR CONTACTOR NEMA SIZE AS INDICATED f5j FACP FIRE ALARM CONTROL PANEL SS STARTER WITH BUILT -IN SS FULL SPEED CONTACTOR FS] TRANSIENT VOLTAGE SURGE SUPPRESSOR ELEMENTARY DIAGRAM SYMBOLS ® FUSE. RATING IN AMPERES O MOTOR ETM ELAPSED TIME METER OCONTROL DEVICE COIL. PREFIX NUMBER, ** WHEN USED, DISTINGUISHES BETWEEN DEVICES OF THE SAME TYPE. ie tt ALT -ALTERNATOR CR - CONTROL RELAY GR - GENERAL RELAY ISR - INTRINSICALLY SAFE RELAY LR - LATCH RELAY PR - PROBE RELAY SV - SOLENOID VALVE TD - TIME DELAY RELAY TR - TIMING RELAY ON OFF ON OFF SINGLE POLE SWITCH 0 0 NORMALLY OPEN / CLOSED START STOP JN //TT�� EMERGENCY PUSHBUTTON 0 0 DAD NORMALLY OPEN / CLOSED START �o O MULTI - POSITION SELECTOR SWITCH 0 H O A0 A I HAND - OFF - AUTOMATIC SWITCH X- INDICATES To o-)K— CONTACTS CLOSED HH O RR HAND- OFF - REMOTE SWITCH I I I X- INDICATES CONTACTS Too- CLOSED -0— —o- TERMINAL H1 H3 H2 H4 CONTROL POWER TRANSFORMER o--rYyYL-0 t X1 X2 OTOR HEATE MOTOR HEATER - rLTLrL 0) CIRCUIT BREAKER, MCP 0 1 -POLE } 0} ) CIRCUIT POLE BREAKER, MCP o o PERMIT NUMBER I I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE CROSS REFERENCE TO ANOTHER DIAGRAM NORMALLY OPEN CONTACT ON THE OTHER DIAGRAM 2-2,3,0,0 L SPARE CONTACTS ON RELAY. IF OMITTED, THEN THE SPEC. REQUIREMENTS REGARDING SPARE CONTACTS APPLY. NORMALLY CLOSED CONTACT ON THIS DIAGRAM 0 INDICATING LIGHT PUSH -TO -T 0 * COLORS: 1 A - AMBER B - BLUE C - CLEAR G - GREEN EST INDICATING LIGHT R -RED N - NEON W - WHITE Y - YELLOW SENSING SWITCHES STOP PUSHBUTTON 0 0 o—LD NORMALLY OPEN / CLOSED FALLING oho FS oho I SWITCH o 1 -POLE / 3 -POLE LS 0 09 �o O MULTI - POSITION SELECTOR SWITCH 0 H O A0 A I HAND - OFF - AUTOMATIC SWITCH X- INDICATES To o-)K— CONTACTS CLOSED HH O RR HAND- OFF - REMOTE SWITCH I I I X- INDICATES CONTACTS Too- CLOSED -0— —o- TERMINAL H1 H3 H2 H4 CONTROL POWER TRANSFORMER o--rYyYL-0 t X1 X2 OTOR HEATE MOTOR HEATER - rLTLrL 0) CIRCUIT BREAKER, MCP 0 1 -POLE } 0} ) CIRCUIT POLE BREAKER, MCP o o PERMIT NUMBER I I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE CROSS REFERENCE TO ANOTHER DIAGRAM NORMALLY OPEN CONTACT ON THE OTHER DIAGRAM 2-2,3,0,0 L SPARE CONTACTS ON RELAY. IF OMITTED, THEN THE SPEC. REQUIREMENTS REGARDING SPARE CONTACTS APPLY. NORMALLY CLOSED CONTACT ON THIS DIAGRAM 0 INDICATING LIGHT PUSH -TO -T 0 * COLORS: 1 A - AMBER B - BLUE C - CLEAR G - GREEN EST INDICATING LIGHT R -RED N - NEON W - WHITE Y - YELLOW SENSING SWITCHES CLOSE ON SENSED VARIABLE ® INSTRUMENT RISING FALLING DATE FS FS CONTACT LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR FLOW LS LS APPROVALS 09 W LEVEL PS PS BUS STAB ON MCC; CORD & 09 016 PRESSURE TS TS MOTORS ov 0-7 TEMPERATURE LIMIT SWITCHES ZS THERMAL OVERLOAD 01�Q CLOSE ON REACHING LIMIT ZS p�� ` w4 oQ6 CLOSE ON LEAVING LIMIT TORQUE SWITCHES WSO PI -V 0 OPEN ON HIGH TORQUE WSC CLOSE ON LOW TORQUE p�.o V TIMED CONTACTS SYMBOL NORMAL OPEN TO CLOSED TO 1 5/31/2013 CLOSED OPEN TR OPEN DELAYED INSTANTANEOUS TR or CLOSED INSTANTANEOUS DELAYED TR OPEN INSTANTANEOUS DELAYED TR CLOSED DELAYED INSTANTANEOUS These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. 0887113 GROUND CONNECTION ELEMENTARY DIAGRAMS ® INSTRUMENT E1 UNDERLINED WORDS SHOWN AT APUSHBUTTON, APPROVED DATE LIGHT, SELECTOR SWITCH, ETC. INDICATE THE CR CR CONTACT LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR NORMALLY OPEN / CLOSED DEVICE. ANY ADDITIONAL NAMEPLATES ARE APPROVALS INDICATED ON ELEVATIONS WITH THE REQUIRED DRAWING NO. JL NAMEPLATE INSCRIPTIONS. Tlw BUS STAB ON MCC; CORD & v PLUG CONNECTION FOR E2 "NORMAL" STATUS OF SWITCHES OR CONTACTS IS THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY OUTHERLY 18416- A EDGE CONCRETE LAB THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLA$ OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664NAVD 88 MOTORS THE SHELF POSITION. OL RECOMMENDED APPROVED BY: BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVE NHAI N SEWER PUMP STATION IMPROVEMENT PROJECT Oy)cro THERMAL OVERLOAD E3 NUMBERS AND LETTERS IDENTIFY DEVICE. BUZZER BELL HORN p�� ` w4 6 8 No. 10363 x {s " Exp: 9/30/14 * These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED APPROVALS CITY OF ENCINITAS DRAWING NO. JL JL Tlw S /GTS 6 20 • / THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY OUTHERLY 18416- A EDGE CONCRETE LAB THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLA$ OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664NAVD 88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN - City � � ;- = ' Oi ; p y� C '�,, Encinitas '` PLANS PREPARED UNDER - SUPERVISION -OF DATE :December9,2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 RECOMMENDED APPROVED BY: BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVE NHAI N SEWER PUMP STATION IMPROVEMENT PROJECT E 1 ELECTRICAL LEGEND RECORD DRAWING TIW 1 5/31/2013 SHEET 390F 64 D N a T m 0 N v m J z J } w E 3 7 0 0 U.] C; t; 00 0 ml N Q C r C N 0 M r; 00 0 0 co 0 N iA SDGE PAD - MOUNTED XFMR 01 02 MAIN SWITCHBOARD 480/277V, 30,600A ATS _ MCC -A 480/277V, 30,4W, 600A Q T 8C 2 5 6 7 8A 8B I I I SCADA KW NOTE 2 R 3 I 1 400A TVSS NOTE 2 / \ I (TYp 13) ) 5tTi0A ) 100A > > 100A 115A 15A 400AT 600AF 1 POWER UTILITY I 140A MONITOR 400/5 T1 T METER I / GND BUS 600/5 GF NOTE 5 NOTE 6 [NOTE 6 NOTE 6 J 400A Z) A/C AFD A/C AFD A/C AFD AIC AFD z I O0 NOTE: 1. CONNECT AIR CONDITIONER TO PANEL 'A' USING 3/4 "C -2#10. 2. ALL CIRCUIT BREAKERS SHALL BE LABELED TO CLEARLY INDICATE AREAS SERVED. 3. THE MAIN ELECTRICAL SHUT -OFF SHALL BE IDENTIFIED WITH EITHER THE BUSINESS NAME AND THE BUSINESS ADDRESS. 4. BONDING REQUIREMENTS SHALL COMPLY WITH NEC 250.32. 5. VFD SHALL BE SIZED FOR A 25HP MOTOR LOADING. 6. VFD SHALL BE SIZED FOR A 50 HP MOTOR LOADING. 10'-4" (E) GENERATOR 200 KW 300A GEN � 0 0 0 0 0 UFER 12.5 L Y wa aw CO w a W g j LL U C7 d �z > $ � w z0 Vo U MCC NAMEPLATE SCHEDULE ® DESCRIPTION EQPT NO. A MOTOR CONTROL CENTER -A A/C 1A BRIDGE CRANE CIRCUIT BREAKER 1 1 B SOLANA BEACH SIPHON STATION CIRCUIT BREAKER rME-101� 2 JOCKEY PUMP (AFD) 04 3A LIGHTING PANELBOARD "A" 3BL TRANSFORMER - A CIRCUIT BREAKER 3BR INVERTER CIRCUIT BREAKER 1 3C TRANSFORMER -A EiKl 5 PUMP NO. 3 (AFD) P -103 6 PUMP NO.2 (AFD) P -102 7 PUMP NO. 1 (AFD) P -101 8A EXHAUST FAN EF -101 8B SUPPLY FAN SF -101 8C MAIN CIRCUIT BREAKER AND INCOMING FEEDER CmA bef°r °''O1 °afl VERIFY SCALES Avoid cutting underground MAIN SERVICE SWITCHBOARD ELEVATION B utility lines. Its costly. BAR IS ONE INCH ON 0 1 2 E2 Call ORIGINAL DRAWING 3/4 " =1' -0" ® 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE S- U /G� S •LV • �3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 16416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL RECORD DRAWING I TIW 5/31/2013 ELEVATION = 34.664 NAVD 88 1A 20A B 3AI36L/� 3C � 40A ) 30A ULXFMR -A 25 KVA 480- 2401120V 10, 3W "A" LP " 0 Q EHH1 30A 30A SPLICE TO (E) FEEDER NOTE 4 (E) 40 40 40 1 Q 0.5 5 0.5 0.5 LP - "A1" 2 J Q O O O O z m = w W W O O Z w m t¢i ¢ � qa Y wF a LL U U U m N (J > z z z > w w Ofco Oz z OL 11. C4 arr, Qo iio Oo C4� Fo QO I— > o a Ja x XIL =) LL Ew cow Z W O- (7 ali ad ad ww U) a) m2 m2 w2 0) U) 1 BRIDGE CRANE City 1.,✓ i i w tea` i of Encinitas PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES 3BR UTILITY 0 ISOLATION 6oA STATE REPRESENTATIVE DATE 1 SWITCH o > 60A I F l 60A / AC BREAKER LSTEP UP 7 I -XFMR \� � 15 KW r INVERTER 30,4W INVERTER 0 60A DC BREAKER I I COMBINER — 0 0 0 AIR CONDITIONER UNIT ON TOP OF AFD NOTE 1 (TYP 4) 0 FUSED SWITCH 2 POLE (TYP) ARRAY #1 ARRAY #2 ARRAY #3 SOLAR PANELS L 3" THICK CONC PAD MOTOR CONTROL CENTER A A 0 1 2 E2 3/4 " =1' -0" DESIGNED BY 1 HE B APPROVALS CMD /JUWL JUCMDNVL TIW PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December 9, 2010 BY. BY: EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 ENGINEER EXP 12/31/13 DATE: DATE: NEI .11 m co 0 N v to J ° z J >- W 2 �•I ` wq� �� rn -30. A/C A/C No. 10363 A/C A!C 1 A - �C'r6 ®4°igi'en 1 3A ord CORNER SECTION o m 1A 1 0 1 1 © 1 0 1 EiKl F 1 B rEK1 r PAC TY AL L 3" THICK CONC PAD MOTOR CONTROL CENTER A A 0 1 2 E2 3/4 " =1' -0" DESIGNED BY 1 HE B APPROVALS CMD /JUWL JUCMDNVL TIW PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December 9, 2010 BY. BY: EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 ENGINEER EXP 12/31/13 DATE: DATE: NEI .11 m co 0 N v to J ° z J >- W 2 �•I ` wq� �� rn -30. ��• W o No. 10363 w {x Exp. 9/30/14 zp - �C'r6 ®4°igi'en ord OF o m m RECORD DRAWING Q These Record Drawings have been prepared based on information provided bythe contractor, and others, in order to document actual constructed conditions of the facilities. c L C N 0 01 CITY OF ENCINITAS DRAWING NO. 00 WORK PROJECT NO. CCE04F OLIVENHAIN C o SEWER PUMP STATION IMPROVEMENT PROJECT C N SINGLE LINE DIAGRAM, MAIN SWITCHBOARD Z AND MCC -A ELEVATIONS SHEET 40 OF 64 Cu bef°r4m you °afl APPROVED VERIFY SCALES Avoid cutting underground DATE BENCH MARK utility lines. IYs costly. BAR IS ONE INCH ON Call 1 CHECKED BY ORIGINAL DRAWING CITY OF ENCINITAS DRAWING NO. CMD/1NL ® TIW 0 "%� 1 �1 �j•?O•�j IF NOT ONE INCH ON OR THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL RECORD OF THIS SHEET, ADJUST 1- 800 - 227 -2600 PLANSPREPAREDUNDERSUPERVISIONOF SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 ' (858)- 676 -3620 0887113 MATCHLINE MA I UNLINt - Ott AbUVt NIUrl I PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I MATCHLINE - SEE BELOW LEFT F o AT &T .PANE F` NOTE NOTES: 1. COORDINATE WITH SDG &E FOR PHASING OF EQUIPMENT. 2. SPLICE (E) CONDUIT FROM SOLANO BEACH SIPHON STATION AND INTERCEPT WITH NEW CONDUIT. CONTRACTOR SHALL FIELD VERIFY (E) ELECTRICAL CONDUIT CONNECTION. SEE DRAWING D1. 3. CONTRACTOR TO VERIFY CONNECTION LOCATION WITH AT &T SERVICES. 4. (E) 20OKW GENERATOR. SEE DRAWING D1, SHEET NOTE 6. CONTRACTOR TO RELOCATE. SITE PLAN 0 10 20 1"=10' RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED Y 1 CHECKED BY APPROVALS CITY OF ENCINITAS DRAWING NO. CMD/1NL JLIWL TIW S U�r,TS �1 �j•?O•�j THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL RECORD OF (ryi�� "��- v PLANSPREPAREDUNDERSUPERVISIONOF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT E3 - 416- A3POINT"SDISCINTHEMON SURVEY 18416. A 3S° BRASS DISC IN THE MIDDLE N THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER HORIZONTAL nssHOwN o f DATE :December 9, 2010 MATT A. TEBBETTS NO.: C24087 gY: BY: EDWARD DEANE GLENN PRUIM ELECTRICAL SITE PLAN AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ASSHOWN VERTICAL* ' Encinitas R.C.E. ENGINEER R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: SHEET 4 OF 64 RECORD DRAWING TIW 5/3;1/2013 ELEVATION = 34.664 NAVD 86 _. EXP. 12/31/13 rITV r1DAUUl AIr Ain rQ 9Z4r1 n co Ch 0 N V rD J Z Q J W J L ---------------- PERMIT NUMBER II- I Q TO CO RTE_ PM R TO (E) GEN CP AS-BUILT PLANS FOR ROADWAY I I GEOMETRIC AND ABOVE GROUND 06 FEATURES MAIN SWITCH BOARD STATE REPRESENTATIVE DATE (WET WELL (BELOW) IS A HAZARDOUS LOCATION CLASS 1, DIV ISION 1, GROUPS C & D) OVER FLOW NOTES: - - - - - - - - ----- STRUCTURE ` \ X - - -w - - - - - - - - - + -- - 1O ROUTE EXPOSED CONDUIT(S) BELOW PUMP ROOM CEILING. ATS 7x A-21 IZ___iN�j N CLEANI ;CYCLE :P THIS PUMP RM MAYBE PRONE TO FLOODING CONDITION. PROVIDE WATERTIGHT 2 FLEXIBLE CONDUITS, FITTINGS AND JUNCTION BOXES AS REQUIRED. \ `�\ y SECURE MFR CABLE ONTO PIPE BY PLASTIC WIRE TIE @ EVERY 24"_ ----- ------------- Y SFA01 24 PROVIDE METAL FRAMING BLOCK TO SECURE VERTICAL UNISTRUT FOR RIGIDITY. (ABOVE DO ELEC_ I WATER HEATER UNDER SINK OR) LIT-101 BOND TO COLD WATER PIPE. 11 IT-100 SOLAR INVERTER PANEL o PROVIDE TERMINALS WITH J-BOX TO ENABLE CONNECTIONS OF PUMP WIRING. I I I FIT-110 PLC PANEL FUSED SWITCHES FOR 105 SOLAR PANELS 109 109 109 UP TO ROOF 04 `' - -- - -- EMERG BYPASS 9 CONNECTION A -14 ( # 10) I VAULT ECTION MANHOLE 110 MCC-A No.. 10363 AIR CONDITIONE 6 Exp. 9/30114 w A-1 9 (#10) - - - - - - - - - < METER LT FCV-110 I, UNIT (TYP 4) it, j lvu�'�.' I I, 1�1 FCV-1104 I I 1,1 !III I VAULT L7 It T_ ILL A-16 (#10) < Ivi MOUNT EQUIP 2 PER DETAIL E9 EF-101 ------- --- /t� ----------------- -- UPNN' FD j AIR CONDITIONER UNIT (TYP 4) 08 __TF1 - - - - - -- - - - -- - - - - - - - UNIT f(P n4) PLC log log 109 TO SOLAR PANELS ON ROOF 07 UR E ------------------- TPI'lliT N MCC SEE E3 FOR CONTINUATION MCC FFUSED SWITCHES FOR SOLAR PANELS GD FLOOR PLAN AT EL. +20.15 TO SOLAR INVERTER PANEL 109 109 109 14 0 3 6 4 METAL POST BASE; UNISTRUT P2073A 4 A METAL FRAMING CROSS ARM TO BRIDGE CRANE a s (TYP 3) UNISTRUT P1000 WET WELL IS A HAZARDOUS LOCATION CLASS 1, DIVISION 1, GROUPS C & D 100 4 3/4"C-4#12, 1#12G 10 1 LP "A- 4 no q SUMP PUMP CP 9 x (( ) I I � I I BRIDGE CRANE MTD ON STAIR LANDING 3/4"C-4#12, 1#12G BRIDGE C_ RANE TRACK ON WALL 4 Li T 3/4"C-2#12,1192G BRIDGE CRANE q SUMP PUMP CP _v 101 DISC SW MTD ON MTD ON STAIR LANDING BRIDGE CRANE DISC SW STAIR LANDING MTD ON STAIR LANDING T + 102 104 I ------- SUMP PUMPS C 4, TO BRIDGE CRANE q I C =L I (TYP) 4 STAIR LANDING CONDUITS (TYP) 4 41 T EL. 0.9 NEMA4X v--L 100 JB (TYP) CABLE CLAMP 4,, T LP "A" 107 I NQ TO WALL (TYP) U-1 #1 #2 #3 P 14 > CEILING ACCESS T Z:r--- 6101 0302 0i)03 4 � :A, I Q HATCH a 4 LIGHT FIXTURE (TYP) N PUMP RM ! 1 I 7-- E 2) LJ T-1 MFR PUMP CABLE PUMP R M m M (TYP 4) J m METAL FRAMING; C1O3 m UNISTRUTP1001A— 4 4 C" before you 030 004 N, 0 0'� 0 NEMA4XJB Avoid cutting underground VERIFY SCALES I F 0 utility lines. IVs costly- .1 LC UNISTRUT P2073A TO SUMP PUMPS C METAL POST BASE; BAR IS ONE INCH ON B _T B� q V I I PUMP PUMP #3 PUtP #4 Call ORIGINAL DRAWING 0 1 C 4 IF NOT ONE INCH ON 4 4 OR THIS SHEET, ADJUST MCC ABOVE 1-800-227-2600 SCALES ACCORDINGLY I RF.CORD DRAWING 1 6" CLEARANCE These Record- Drawings have been prepared based on information provided by ft BETWEEN WALL AND SECTION contractor, and others, in order to document actual constructed conditions of the facilities. Kennedy[Jenks Consultants CONDUIT STUB-UP FLOOR PLAN AT EL. -14.00. 0 3 6 10920 Via Frontera, Suits 110 San Diego, California, 92127 B D 0 3 6 (858)-676-3620 0887113 114"=11-01. REFERENCES DATE BENCH MARK SCALE DESIGNED BY 1 DRAWN BY CHECKEIN D BY APPROVALS CITY OF ENCINI-rAS DRAWING NO. i REVISIONS APPROVED DATE CMD/WL I JL1wL I TI 4 we •10.13 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "l OW AS SHOWN ON RECORD OF Cit y SURVEY 18416.A3.5" BRASS DISC IN THE MIDDLE OF THE SEWER PUMP STATION IMPROVEMENT PROJECT AS DATE :December BY: BY: SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL of EDWARD DEANE GLENN PRUIM E4 STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER MATT A. TEBBETTS R.C.E.NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 PUMP STATION AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN f ELEVATION = 34.664 NAVID 88 Encinitas ENGINEER EXP. 12131113 DATE: DATE: POWER PLANS SHEET 42 OF RECORD DRAWING TIW 5131/2013 _2±j L CITY DRAWING NO. GS-610 D 5 D D -4 Ti -- - ---------- -------------- ------------------------- II I I I I (E) GEN CP 151 IN WET _ SEE E3 I BELOW oo WET WELL (BELOW) IS A HAZARDOUS LOCATION CLEANING CLASS 1, DIVISION 1, GROUPS C & D CYCLECP --- - - - - -- U +FLO E J J — _ 152 _ j�, �� I X — -- - - - - -- _ r---------------- I � 161 I i I I I 167 FSH -200 I I I I t 1 I I i I I I I I I I I I I I 314 "C -MFR CABLE Q 0 1 ' 163 1 I' f 67 B)H 4- VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0�1 IF NOT ONE INCH ON THIS SHEET, ADJUST. SCALES ACCORDINGLY auks Consultants -FProrttera, Suite 110 D, California, 92127 i8)- 676 -,3620 0887113 APPROVED DATE iWl IIII, I 164 X 165 - (F) ANTE PLC PANEL CAT 5 3/4 "C -2 #1 � (TYP) 10 ACCESS: HATCH TO�,,>j i PUMP AM I �6w PERMIT N UMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE \\ l I 1 "C -MFR CABLE (2)1 "C -MFR CABLE 1 "C- MFRCABLE -ma l------- IF = II EMERG BYPASS CONNED CTIYAULT�� TO SHH -1, SEE E -3 - - - - -- - - - -- FE -100 � I II i i z FCV -110 i i � l i ;• i / / ' %. � I I I f I I i i I 1 — I ' i .._LIB _ I _ �� COLLECTION MANHOLE 159 160 -- -- • - nuF - VAULT HAZARDOUS LOCATION CLASS 1, DIVISION 1, GROUPS C & D II I II I I I I 150 159 160 -- -- -- -- - -- FLOOR PLAN AT EL. +20.15 0 3 6 Q D REFERENCES DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AS SHOWN AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 SUMP PUMP CP MTD ON STAIR LANDING p 2 Q ° a p D �F ° c ° D ° v p Q p ° Q q p City of Encinitas o Q a p WET WELL IS A HAZARDOUS LOCATION CLASS 1, DIVISION t, GROUPS C & D — 7 oil X I I + U 58 I LS 4 _ - -_- - I I T SUMP PUMPS I i P-111 I � v - 155 I I a ' � �I IL ® �I IIPU P�#4 I p I PUMP LIMP #3 I Q P -103 ° PUMP #1 - - -lY - -- I �i P -101 \PLC ABOVE Ot ° O I I I I J u I I-- -1 - - -- I v L —. - -- p v 0 =MCC/ IC - _ — I o.- r I I I p v II PUMP RM i Q EI I v I I 1 m m J71 1 I II I FLOOR PLAN AT EL. -14.00 E 0 3 6 z� NOTES: 1O ROUTE EXPOSED CONDUITS BELOW PUMP ROOM CEILING. O2 ROUTE EXPOSED CONDUIT ON WALL ABOVE STAIR LANDING AT PUMP ROOM AND UP TO PLC. OFLOWMETER TRANSMITTER SHALL BE INSTALLED AND CALIBRATED BY THE MANUFACTURER'S AUTHORIZED INSTALLER. a 0 Cl) ch a N v to J 0 J w G _ _T7 r 00 0 m RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. m L 1= 0 B APPROVALS CITY OF ENCINITAS DRAWING NO. co 5—E—SLGNEQ BY 1 DRAWN CMDNVL JOWLY T1W WORKPROJECT NO. CCE04F OLIVENHAIN 0 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SEWER PUMP STATION IMPROVEMENT PROJECT E5 N Z DATE :December9,2010 BY: — BY: EDWARD DEANE GLENN PRUIM PUMP STATION MATT A. TEBBETTS R.C.E. NO.: C24087 R,C.E. NO. 48971 R.C.E. NO. 51274 SHEET 43 OF 64 ENGINEER /13 DATE: DATE: SIGNAL PLANS EXP. 12/31 CITY DRAWING NO. CS -610 CITY DRAWING NO. CS -610 D N a rn N co 0 N V 0 Z Q w 3 a t6 LU 0 rt co o mI C cc r c ar 0 r OD 0 O 0 N iA I - -' -- PERMIT NUMBER I I- 1 - - - - -- - --- - - - - -- -- _ _ _ _ _ _ -------------- _- _-- __--- --- ---- - - ----- CO RTE PM AS -BUILT PLANS FOR ROADWAY 0 GEOMETRIC AND ABOVE GROUND FEATURES MAIN ( I - SWIT H RD ( I STATE REPRESENTATIVE DATE A AIR CONDITIONER UNIT ATS DN TO PUMP RM JB 2 - F 5 ,P ELEC RM i OA EF -2 MCC b SW - -- --1 3 n1b I WP I I 0 I J 1a D2 Y 1b — -� � � r 0 a ) j A -7 1 I + I AFF o O , EL. 20.15' 3/4 "C-2#12, 1 #12G I ' I S F \ /fi�lf if \�lf I I M \ I I I I s +T -10" B (TYP AFF 5) \l b \\ JB ° _ a \Y 3,5 I I i 11 +6' -0" ABOVE = STAIR LANDING v BR GE C NE - 1a +10' -0 "AFF D I a (TYP 2) - - - ° _ - U + AFF 1a 1 EMERG BYPASS! c +6' -0" ABOVE "YP A-2 CONNECTION VAULT STAIR LANDING,, a { I - J , . i _ f ' RCPT +30" ABOVE I I L i a,e c J STAIR LANDIN a L---- - - - - -� a. c 5 WP II D e - aJ A I I ABOVE a 4 L CONDUIT d STAIR LANDING STAIR - TO JB E6 — D. (TYP 4) D° FLOOR PLAN AT EL. +20.15 g 1 - — — — — — — E p° METAL FRAMING; 0 3 6 --------- - - - - -- > , UNISTRUT P1001A +10' -0" AFF 114' -1' -0" +10' -0" AFF E ° - PUMP RM O E ° = D ° D I LU I J M O _� � v 'Q a ° D.n... II EL. - 11.25' PUMP #1 +T -0 "ABOVE E ° I ti WET WELL a R AND ING I METAL POST BASE; . ! UNISTRUT P2073A a D, (TYP 2) UP TO GND FLOOR -- -- J +30 "ABOVE 3b '. 3b `I 3b ° I I- c .-�_ -- °° SECTION A STAIR LANDING WP ° I I i I I -�7 ` D +10' -0" AFF E (TYP 6) 0 3 6 E4\, E6 A-41 i � ( I � I I) I rr ( I v NOTES: ° I ROUTE EXPOSED CONDUIT(S) BELOW PUMP - ROOM CEILING. 171 O THIS PUMP RM MAY BE PRONE TO FLOODING CONDITIONS. PROVIDE WATERTIGHT FLEXIBLE CONDUITS, FITTINGS AND JUNCTION BOXES AS ( Q 0 ( I REQUIRED. Ill r�� ° —`�'1— �I coal — a IIi _iI I ( r< - i I PUMPRM I � ' ° ° ° ° II�2—I— 11 _. � �._ � i °° aQROFFSs► °fit cas bators -you Dgo VERIFY SCALES I m Avoid cutting underground utility lines- It's costly. b I a "{- BAR IS ONE INCH ON B _ ° JA L! - r iy Exp. 9/30/14 r� Call ORIGINAL DRAWING • E4 0 IF NOT ONE INCH \ / +6' -0" ABOVE OR THIS SHEET, ADJUST S 1- 800 - 227 -2600 SCALES ACCORDINGLY �� E STAIR LANDING (TYP 2) A RECORD DRAWING Kennedy /Jenks Consultants These Record Drawings have been prepared based on information provided by Me contractor, and others, in order to document actual constructed conditions of the facilities. E6 FLOOR P LAN AT EL. -14.0 10920 Via Frontera, Suite 110 B B 0 3 6 San Diego, California, 92127 (858)- 676 -3620 0887113 1/4 " =1' -0" REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNEE Y APPROVALS CITY OF ENCINITAS DRAWING NO. WL TIW s /GTS v• /7 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS` SURVEY CONTROL A3POINT"tlklISC IN THE RECORD OF SURVEY 18416. AE BRASS DISC IN THE MIDDLE THE HORIZONTAL AS SHOWN '� ` { s:. '� city PLANS PREPARED UNDER SUPERVISION OF DATE :December 9, 2010 RECOMMENDED BY. APPROVED BY_ WORKPROJECTNO.CCE04f OLiVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THEOLIVENHAIN PUMP C N STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34-664 NAVD 88 VERTICAL AS SHOWN 1f 1 « Of y"� 7. 7''� '7 Encinitas MATT A. TEBBETTS R.C.E.NO.: C24087 ENGINEER EXP. 12/31113 EDWARD DEANS R.C.E. NO. 48971 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: -E6 PUMP STATION LIGHTING PLANS SHEET 44 OF 64 RECORD DRAWING TIW 5/31/2013 CITY DRAWING NO. CS -610 D N a rn N co 0 N V 0 Z Q w 3 a t6 LU 0 rt co o mI C cc r c ar 0 r OD 0 O 0 N iA C M before you Ogg Awid cutting underground utility lines. It's costly. Call 0 0 OR 1- 800 -227 -2600 Kennedy /Jenks RECORD VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 � � i 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Consultants 10920 Via Frontera, Suite 110 Sari Diego, California, 92127 (858)- 676 -3620 0887113 REVISIONS I APPROVED I DATE TIW 1 5/31/2013 LIGHT FIXTURE SCHEDULE FIXTURE LAMP TOTAL 10 MOUNTING GROUND CONTROL TYPE REMARKS VOLTS ARRANGEMENT DESCRIPTION CATALOG NUMBER No. TYPEIWATTAGE 'WATTS 400 1 QUARTZ 150 120 POST TOP DIE CAST ALUMINUM HOUSING, BRONZE POWDER COAT HUBBELL LIGHTING CO. 3 LTG -PUMP ROOM 150 WATTS ** WIREFILL BY SDG &E 03 ON 2 3/8" FINISH, LENS GUARD INCLUDED. HIGH TEMPERATURE Q-1 50B (FIXTURE) 0 1#4/0 2250 LUMENS LTG - EXTERIOR WALL 750 OD TENON GASKETING, TEMPERED GLASS LENS, 1/2" CAST SWIVEL TPR (BRACKET) FIT -100 250 T3 20/1 7 LTG -POLE WITH RCPT KNUCKLE MOUNTING. S -302 (SLIPFITTER) MCC -A 4" 4#500 KCMIL 1 #1 250 2011 MOUNTED ON 10' -0" SQUARE STRAIGHT ALUMINUM POLE SAP - 4121- PO -M51 (POLE /FINISH) ATS ANDBY GENERATOR (200 KW) 4" 4#500 KCMIL 1 #1 4#14 WITH 3 "X4" HANDHOLE AND FACTORY INSTALLED RECESSED -M18 (WEATHERPROOF RECEPTCACLE) 07 MCC -A EHH1 TO SIPHON STATION 3" 3#3 1#2 DUPLEX RECEPTACLE (15AMP/125V) WEATHERPROOF -M22 (EXTRA HANDHOLE FOR SWITCH) 250 08 MCC-A, LP -A EHH1 TO IRRIGATION CONTROLLER 3/4" 2#12 GASKETED COVER CAP AND SECOND HANDHOLE FOR LIGHT 14 AFD NO. 3 AIR CONDITIONER CKT A -20 09 MCC -A GROUND ROD BOX ill SWITCH WITH WEATHERPROOF COVER. POLE SHALL BE 1#210 20/1 16 AFD NO.4 AIR CONDITIONER 100 MCC -A BRIDGE CRANE CONTROL PANEL BRONZE POWDER COATED FINSH. PROVIDE FULL BASE OR APPROVED EQUAL 1 #12 30/1 1 101 MCC-A BOLT COVER. 2" 3#2 1 HALOGEN 75 120 WALL 2 HEADS, ARIEL WET LOCATION MOTION DETECTOR AND ACCESS LIGHTING 2" 3#2 75 WATTS 4#14 500 PHOTO CELL SPOTLIGHT, BLACK FINISH, GLASS LENS. MODEL # 20310 B 2" 1100 LUMENS 1#8 4#14 GENERATOR CONTROL PANEL MOUNTED ON JUNCTION BOX. 104 MCC-A PUMP NO. 4, P -104 G -9 BASE 3#8 1 #10 4 #14 25 PLC 105 MCC -A T4 1" 4#8 1 #10 OR APPROVED EQUAL 27 2 FLUOR 62 120 SURFACE 6 "x48" WRAPAROUND WITH HI- IMPACT ACRYLIC LENS PRUDENTIAL LIGHTING 2950 LUMENS LP "A" 1 SUMP PUMP CONTROL PANEL 3/4" PATTERN 12, DIE - FORMED STEEL HOUSING IN BAKED WHITE P- 1220- 2T8 -04- HPRA -YGW- 120 -SUR O T8 32W 108 NOT USE 2011 ENAMEL FINISH, SPRING LOADED BARREL LATCHES, 1 5130 4718 4100K 3678 109 SOLAR UTILITY ISOLATION SWITCH ELECTRONIC BALLAST, UL LISTED FOR DAMP LOCATION. OR APPROVED EQUAL 2#8 2 FLUOR 62 120 SURFACE OR 1x4 WRAPAROUND WITH HI- IMPACT ACRYLIC LENS PATTERN PRUDENTIAL LIGHTING 3/4" 3#12 2950 LUMENS PENDENT 12, DIE - FORMED STEEL HOUSING IN BAKED WHITE ENAMEL P- 1600 -2- 2T8- 04 -HPRA- YGW -SC- 120 - RSE -GL DZ 3/4" T8 32W 1 #12 FINISH, SPRING LOADED BARREL LATCHES, 1 ELECTRONIC 4100K BALLAST, UL LISTED FOR DAMP LOCATION. OR APPROVED EQUAL 150 3 FLUOR 94 120 SURFACE OR 1x4 WRAPAROUND WITH HOLOPHANE LENS DIFFUSER, PRUDENTIAL LIGHTING D3 151 2950 LUMENS GENERATOR CP / INTRUSION SWITCH 3/4" PENDENT DIE - FORMED STEEL HOUSING IN BAKED WHITE ENAMEL P- 1600- 4- 3T8- 04 -HPRA- YGW -SC- 120 - RSE -GL XS -113 T8 32W PLC ATS 314" FINISH, SPRING LOADED BARREL LATCHES, 2 ELECTRONIC 6#14 4100K 153 PLC MCC BALLAST FOR BI -LEVEL SWITCHING, UL LISTED FOR WET OR APPROVED EQUAL 28#14 16 AS SPARES 154 PLC LOCATION. 2 1/2" 2 FLUOR 62 120 WALL 1x4 INDUSTRIAL FIXTURE, ENCLOSED AND GASKETED STRIP HUBBELL LIGHTING 1" 2950 LUMENS 10#14 2 AS SPARES INSIDE FIBERGLASS HOUSING, CLEAR PEBBLED ACRYLIC FNPV- 232- 1- AC- B- I- SS -EBU13 O 3/4" T8 32W 4#14 LENS SECURED BY LATCHES, STANDARD 1 ELECTRONIC 157 PLC 7LSH-102 LIT -101 , FIT -110 4100K BALLAST, UL LISTED FOR WET LOCATION. PROVIDE END OR APPROVED EQUAL 158 PLC LSH -1 314" BRACKET SURFACE MOUNTING KIT. CONDUIT AND WIRE SCHEDULE NUMBER FROM TO CONDUIT SIZE POWER GROUND CONTROL SIGNAL REMARKS 01 (E) SDG &E CONDUIT TERMINATION (N)SDG &E PAD- MOUNTED XFMR 4" ** LTG -ELEC ROOM / TOILET /EF -2 400 ** WIREFILL BY SDG &E 02 (N) SDG &E PAD- MOUNTED XFMR UTILITY /METER MAIN SWITCHBOARD (2)4" ** 3 LTG -PUMP ROOM ** WIREFILL BY SDG &E 03 MAINSWITC B ARD GROUND ROD BOX 1 1/2" 360 1#4/0 5 LTG - EXTERIOR WALL 750 04 MCC -A LIFER GN FIT -100 250 1 #1/0 20/1 7 LTG -POLE WITH RCPT 05 IstTs 1 MCC -A 4" 4#500 KCMIL 1 #1 250 2011 9 06 ATS ANDBY GENERATOR (200 KW) 4" 4#500 KCMIL 1 #1 4#14 20/1 07 MCC -A EHH1 TO SIPHON STATION 3" 3#3 1#2 FCV -110 250 08 MCC-A, LP -A EHH1 TO IRRIGATION CONTROLLER 3/4" 2#12 1 #12 14 AFD NO. 3 AIR CONDITIONER CKT A -20 09 MCC -A GROUND ROD BOX ill X 1#210 20/1 16 AFD NO.4 AIR CONDITIONER 100 MCC -A BRIDGE CRANE CONTROL PANEL 3/4" 3#12 1 #12 30/1 1 101 MCC-A PUMP NO. 1, P -101 2" 3#2 1#8 4 #14 2200 30/1 102 MCC-A PUMP NO. 2, P -102 2" 3#2 1#8 4#14 500 103 MCC -A PUMP NO. 3, P -103 2" 3#2 1#8 4#14 GENERATOR CONTROL PANEL 104 MCC-A PUMP NO. 4, P -104 2" 3#8 1 #10 4 #14 25 PLC 105 MCC -A UTILITY ISOLATION SWITCH /SOLAR PHOTOVOLTAIC EQUIPMENT 1" 4#8 1 #10 20/1 27 106 NOT USED - 20/1 28 107 LP "A" 1 SUMP PUMP CONTROL PANEL 3/4" 3 #12 1 #12 [30 108 NOT USE 2011 SUBTOTALS 5130 4718 4218 3678 109 SOLAR UTILITY ISOLATION SWITCH SOLAR ARRAY 3/4" 2#8 1 #12 110 MCC -A SUPPLY FAN 3/4" 3#12 1 #12 111 MCC -A EXHAUST FAN 3/4" 3#12 1 #12 150 TELEPHONE SOURCE/UTILITY BOX PLC 2 -2" ** ** TELEPHONE CABLE 151 PLC GENERATOR CP / INTRUSION SWITCH 3/4" 8#14 XS -113 152 PLC ATS 314" 6#14 153 PLC MCC 2 1/2" 28#14 16 AS SPARES 154 PLC MCC 2 1/2" 8 TSP 2 AS SPARES 155 PLC SUMP PUMP CONTROL PANEL 1" 10#14 2 AS SPARES 156 PLC L3L -102, 1 3/4" 4#14 157 PLC 7LSH-102 LIT -101 , FIT -110 2" 3 TSP 158 PLC LSH -1 314" 2#14 159 PLC FCV -110 3/4" 4 #14 160 PLC FCV -110 3/4" 2 TSP 161 PLC I ? 1 1 162 PLC ? 163 PLC ZS-211, ZS -212 3/4" 4#14 INTRUSION SW 164 PLC CLEANING CYCLE CONTROL PANEL 1" 3 TSP 165 PLC CLEANING CYCLE CONTROL PANEL 3/4" 2#14 166 PLC POWER MONITOR AT MCC 1" CAT5E 167 PLC FSH -200 3/4" 2#14 168 PLC SMOKE DETECTOR 3/4" 4 #14 REFERENCES I DATE I BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF TEE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN city of Encinitas PLANS PREPARED UNDER SUPERVISION OF MATT A. TEBBETTS ENGINEER h r PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE ROOF PLAN 0 3 6 1/4 " =1'-0" 2 3 BELOW OUNT ON ROOF NDER SOLAR PANEL YP 2) 4 T D SWITCHES PANELBOARD "A" SCHEDULE 120/240 VOLTS, 1 PHASE, 3 WIRE 225 AMP BUS 125 AMP MAIN MOUNTING: MCC CKT No. DESCRIPTION VOLT -AMPS AMPS/ POLES CKT No DESCRIPTION VOLT -AMPS AMPS/ POLE A B A B 1 LTG -ELEC ROOM / TOILET /EF -2 400 20/1 2 RCPT - TOILET / ELEC / EXTERIOR 1080 20/1 3 LTG -PUMP ROOM 558 2011 4 RCPT -PUMP ROOM 360 20/1 5 LTG - EXTERIOR WALL 750 20/1 6 FIT -100 250 20/1 7 LTG -POLE WITH RCPT 330 2011 8 FIT -110 250 2011 9 SUMP PUMP P -111 1130 20/1 10 LIT -101 250 20/1 11 SUMP PUMP P -112 1130 20/1 12 FCV -110 250 20/1 13 SPACE 1 2011 14 AFD NO. 3 AIR CONDITIONER 2200 30/1 15 SPACE 20/1 16 AFD NO.4 AIR CONDITIONER 2200 30/1 17 AFD NO. -1 AIR CONDITIONE 2200 30/1 1 SPAC 1 1 20/1 19 AFD NO. 2 AIR CONDITIONER 2200 30/1 20 IRRIGATION CONTROLLER 180 20/1 21 CLEANING CYCLE CONTROL PANEL 500 20/1 22 ELECTRIC WATER HEATER 438 23 GENERATOR CONTROL PANEL 500 20/1 24 ELECTRIC WATER HEATER 438 20/2 25 PLC 150 20/1 26 SPARE 20/1 27 SPARE - 20/1 28 20/1 29 SPARE - 20/1 [30 2011 SUBTOTALS 5130 4718 4218 3678 PHASE TOTALS 9348 8396 TOTAL VOLT -AMPS 17, 744 RECOMMENDED DATE :December 9, 2010 1 BY: R.C.E. NO.: C24087 EXP. 12/31/13 EDWARD DEANE R.C.E. NO. 48971 DATE: APPROVALS APPROVED I:ya GLENN PRUIM R.C.E. NO. 51274 DATE: = GFI CIRCUIT BREAKER Exp. 9/30114 These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. CITY OF ENCINITAS WORK-PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT PUMP STATION ROOF PLAN AND SCHEDULES DRAWING NO E7 SHEET 450F 64 d N ►� 1 rn N M 0 N V CD J Z J } w G 3 n 0 0 w A CDt` m 0 0 all .j ml w G L c m 0 m 00 O 00 0 0 N .. MCP m I 0— 480V,3PH 11+\ 60HZ I o— I �1 o- 1 I 2 3 4 480V, 3PH, 60HZ L1 L2 L3 MCP -0m MI�7L Ti I <-6 1 MS OL T2 M <--o 0-- MS��L T3 2FU 3FU H1 H3 H2 H4 CPT 1FU 480 -120V X1 X2 X2 DIAGRAM ❑1 FULL VOLTAGE NON– REVERSING ADJUSTABLE FREQUENCY DRIVE EQUIPMENT — 1FU 2FU LINE REACTOR INVERTER INVERTER POWER ON _ –CONTROL SIGNALS 5 IN MOTOR/ TSH SEE NOTE 1 s I 7 ( MSH 8 CONTACT WHICH CLOSES UPON FAULT CONDITION —� CM beform you °a° VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, Califomia, 92127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE S- 13U /GT5 6 to •/J RECORD DRAWING I TIW H1 H3 CH4 ON OFF 480V 3FU 120V I X1 X2 — 0 0 - 0 -60 SEC. 1 SET @ 5 SECS. 4 TR CONTROL POWER ON W 1TR 1CR H O A AFD CONTROLS I I I OFF y(R) RUN �)A INV. 1 FAULT 4 CR PUMP NO.2 P -102 PUMP NO. 3 P -103 JOCKEY PUMP STOP 32 INV. CAB. OT (A) MOTOR OT oo oo 0 0 OT RESET CONTACT TO CLOSE WHEN AFD IS IN "AUTO" AND READY AFD 1/ RUN OPERATOR KEYPAD I i — — —U— "_ - - V V - __1 - it FAIL READY RUN SPEED I I SI SIC �4 -20mA SPEED 101 101 START SIGNAL (S) — PLC — DIAGRAM F2 NOTE: 1. MINI -CAS RELAY PROVIDED BY PUMP MFR. INSTALL WITHIN AFD. .DESCRIPTION .EQUIP NO_ PUMP NO REFERENCES DATE 1 P -101 PUMP NO.2 P -102 PUMP NO. 3 P -103 JOCKEY PUMP P -104 REFERENCES DATE BENCH MARK SCALE CHEMICAL FEED PUMP NO.2 P-202 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN Exp.9 /30/14 z} °w F L 120v N 1FU 1 1 2 3 O ( STOP H A 4 I I I I I 5 I I I I 6 oil 7 8 9 F_ READY VALVE OPERATOR MSC T1 I MSO M X2 ' LSO -3 FULL OPEN LSC -3 Y.� FULL CLOSED o R OPEN WSO �_ LSO -1 MSC -1 o MSO MSO LSC -1 CLOSE LSC -2 WSC MSO -1 o MSC MSC LSO-2 OPEN MODULATING CARD CLOSE J I I I 4 -2OmA 4 -20mA % OPEN SPEED SIGNAL DIAGRAM MODULATING VALVE ACTUATOR, FCV -110 DRIVE PROVIDED WITH PUMP RUN R H -O -A IN AUTO RUN HAND n Mq r4 k� �4 k= r4 !� OL I 5 I 7 I I — PLC �4 -20 MA CHEMICAL CONTROL PANEL OFF CLEANING CYCLE CONTROL PANEL FOR PUMP #1 ONLY �— POTENTIOMETER city of Encinitas START SPEED SPEED CONTROLS COMMAND DESCRIPTION EQUIP NO. CHEMICAL FEED PUMP NO. 1 P -201 CHEMICAL FEED PUMP NO.2 P-202 120V WN Y TIW Y APPROVALS CMD JL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE :December 9, 2010 BY. BY. EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 ENGINEER EXP. 12/31/13 DATE: DATE: i PERMIT NUMBER I I- CO RTE PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE 480V. SEE DIAGRAM I ' I MS RUN DIAGRAM DESCRIPTION EQUIP NO. EXHAUST FAN EF -101 SUPPLY FAN SF -101 I OFF RUN START I i PLC R of N f7 O N v m J 0 Z Q J w w n N 10363 o tz Exp.9 /30/14 z} °w oo oo ao o_ m N RECORD DRAWING Q These Record Drawings have been prepared based m infomnation provided by the contractor, and others, in order to document actual constructed conditions of the facilities. _ L c d 0 M CITY OF ENCINITAS DRAWING NO. 00 ao WORK PROJECT NO.CCE04F OLIVENHAIN co co Q N SEWER PUMP STATION IMPROVEMENT PROJECT EV ELEMENTARY DIAGRAMS Z SHEET 46 OF 64 PERMIT NUMBER 1I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES CAST IRON TRAFFIC COVER STATE REPRESENTATIVE DATE EMBOSSED "GROUND ROD" PLASTIC CIRCUIT TAG WEATHERHEAD CABLE RACK AS REQUIRED PERMANENTLY MARKED CAST IRON GRADE RING. FINISHED GRADE (F) ANTENNA WITH CIRCUIT NAME ADJUST TO FINISHED GRADE 1 i I i i i TRAFFIC COVER AS REQUIRED ( ' FINISHED GRADE Imo° THIS STANDARD SHOVE REGOIRIM ENTS FOR INSTALLING A 3425 THREE -PHASE PAD FOR ¢ I r-1I41- PRECAST CONCRETE BOX DEAD FRONT TRANSFORMER APPLK:ATAML„ .ALS IDR 3750 KVA HIM 2r I �i l � a PLASTIC CABLE =i I i -T SOLAR DEAD FRONT TER TRAN w TIE EVERY 6" (TYP) GROUND CONNECTOR e ° 9" MIN. DIA. \ 1 1/2" GRS CONDUIT EXTENSION RING ° PANELS Uj AS REQUIRED 1 w CLAMP ® BURNDY TYPE GAR, ° A STANDING SEAM PAD raN o GO OR GK \v\ METAL ROOF I �i mm A"D� z CONDUIT -s°' ` 1st/ 1 • \. 0 0 F CABLE RACK INSULATOR BUSHING (TYP) 1 12, o (3 PER HOOK) BARE COPPER AS REQUIRED GROUNDING CONDUCTOR 6• CONDUIT (NUMBER ° � v 10" CABLE HOOK PEA GRAVEL .f a (2 PER RACK) AS REQUIRED) • °° QOr� 1 ^ \V` 6" ti AS REQUIRED �, ROOF FLASHING 46• p°o 00 0 0 0 o o o0 00 0 0 PULLING COMPACTED EARTH III =III = I =III =III 00 °000 po� °001000 °<, - III -III - III - III -III N U- CHANNEL: OA00 po 0 o0opo0 WITH COLLAR 7T ° 0 0 00 0 O ° o o DEVICES TYP � �• 670CK1\6�R ASSEINLLTIM6f UNISTRUTP1000,SIMILAR �° �° (TYP) ° III =III= III =III =III= popo°C�opo Do Oo OdO �� Rw1x. 5 3�oDe 3425 -3 PRODUCT BY SUPERSTRUT 6" CIA SUMP OR EQUAL. NOTE: COAT CONDUIT ICI WITH SAME COATING AS 18" DEEP OF 3/4" PEA GRAVEL GROUND ROD 3/4 "X10'-0" TANK EXTERIOR. COPPER -CLAD STEEL 103/8" YA7DINIY PFAM Y COtDUR6.ALLOiMM 2 RUNS OF 4" (ED OR DD) PROD" CONOUIF MIN. DIA. PR , .1t W B Pgy�Y 11r 13• B PRMIARY .Ig ils PRECAST CONCRETE CONDUIT CLAMP �• t-1• 1' �' '° 12 CONDUIT SUPPORT 6 HANDHOLE INSTALLATION 3 GROUND ROD BOX INSTALLATION 1 YCLAMP NONE E4 NONE E3 NONE CONDUIT t �• ' t BUSHING 8 0 6 -3" SECONMKY B 0 6-4" SECONDARY B O 5-5 "' SECONDARY CONEKM C F C01'DURS 2 POLE WATERPROOFFUSE CONDUCTORS UP HOLDER WITH 2 -20A FUSES TO LUMINAIRE ANTENNA CABLE _ _ _ _ ANGLE BRACKET K 2 -4' (200A CABLE) J K 2 -5• (600A CABLE) LIGHT POLE FINISHED GRADE (2 PER SECTION) GROUNDING - _ ^ iY 16• 16" 1Y 16" ogooq°oqogoqpq 3/8" DIA BOLTS MIN L L HANDHOLE N oQDo�Do�Do�D °o�DoQD ANCHOR TO WALL - 4•[ 6\Iq �L mGROUNDING LUG w oq °oq °oq °o0 °oCl °oq° TO 0 00 *00 oa o0 �0 ° GROUND WIRE 6. TO Ir 4G6d1r ° D o �DooDo�Do�D AS REQ'D - m, �,_ �; — 0 0 a a 0 o WARNING TAPE EQUIPMENT z o °0q °oq °o oq PLUMBING NUTS EQUIPMENT GROUNDING WALL _ 3" GROUT FILL °0 D° °0 CONDUCTOR- SIZE 57ac3t y w\r MACRO L6rr AFTER PLUMBING 3" UD o�D o�D 1/8" AIR SPACE COMPACTED FILL PER NEC OR CONDUIT 513666 PAD 3425 -3 12 "W x 24 "1 x 24 "D °o °o ° SCHEDULE AS GROUND BUS 3425 -M 1 1/2" STEEL �, INSTRUMENTATION & APPLICABLE (TYP) 162660 3311 m 3311 -6 - FIBERGLASS 'a HANDHOLE CONDUIT ELL- SIGNAL (TYP) INSULATED DING -- O T TYP _ -- --- o I INSULATED BUSHING SUPPLEMENTARY GROUNDING OtIM °4\1\6wrClfpOr \6eM¢Caip4iy. NA1�nn«r'� RIowMeflliay�g4no4o •www4E•I\MMf•MroIM4rndrYc °'OO ' . -• B" BASE OF ° ° - ° ° EQUIPMENT GROUNDING BUSHING ---\ KII MANUFACTURER'S I (4 PER SECTION) J) REBAR RECOMMENDATION o CONDUIT `/� 24" DIA POWER & 120V 20' MIN. CU WIRE CONDUIT STRUCTURAL FILL 3" (TYP) CONTROL CONDUIT (TYP) (DEER HBO FOR ALL AROUND 3" (TYP) REBAR SWITCHBOARD) GROUND ROD NOTE 1 FREE STANDING AGAINST WALL i 3/4" x 8' -0" NOTES: 1. ALL DIMENSIONS ARE MINIMUMS. NOTES: NOTES: 2. ADD 6" FOR RUNS BENEATH ROADS. NOTES: 1. PREPARE BASE OF CONCRETE PAD PER DRAWING NO. S-3. DETAIL 3. 1: PER DRAWING NO. S-1; SITE CONCRETE IS TYPE -E AND IS COVERED IN SPECIFICATION 03300. 1. PREPARE BASE OF FREE STANDING CONCRETE PAD PER DRAWING NO. S -3. DETAIL 3. LIGHTING POLE BASE 7 TYP UNDERGROUND CONDUIT SECTION 4 MAJOR EQUIPMENT ANCHORING 2 ANTENNA INSTALLATION _.10 . 3. PHASE .TRANSFORMER PAD INSTALLATION . 9 . NTS NTS E3 NTS E4 E3 NTS E5 NTS E3 CAP (THREADED TYPE) CHAMFER r 1 3/16" STEEL 1/2 2 EDGES ALL I I PLATE MIN a AROUND SIZE TO SUIT ALTERNATIVE DESIGN FOR n FINISHED GRADE REFLECTING TAPE (3" WIDE) I I MOUNTING DISCONNECT o FINISHED I I SWITCHES, STARTERS, ETC 6 "0 POST - SCH 40 GRADE OR MORE THAN ONE ITEM Z GRS STANDARD z _ I I OF EQUIPMENT AT THE d I ` I III (— (III — SAME LOCATION. v FILL WITH CONCRETE COMPACTED FILL `'' GALV ANCIHOR ROUND OFF CORNERS (TYP) E LOCK 518 "0 GRS EYEBOLT, WELDED ; • J � °•' BOLTS (TYP 4) TO POST (TYP 2) 2#4 REBAR O CONTROL E 4x5.4 STEEL CHANNEL D WARNINGTAPE ; CROSSEACH STATION 3 �� O I I < 1, OTHER AT m \�� \/�� ( I 90 DEGREES � ��\� x �� ?C CONDUIT o I I °a CONCRETE BASE °° 10" x 14" CONCRETE BASE v . CONDUITS (TYP) NOTE 1 ° (PROVIDE BASE FOR STAND a ° NOT ON CONCRETE SLAB) CLAMP I I 7 "0 POST - SCH 40 #4 HOOPS @ 24" t I I GRS STANDARD t " z (TYP) ON CENTER Z a d` NOTE: (TYP)1 -,/4" 1l2 I I I 6 "x8 -1/2 "x112" MACHINE BOLT #4 REBAR, ONE PER CORNER can I I 3/4 "0 MIN SIZE, ° M HOT DIP GALV STAND AFTER (TYP) " 1" STEEL PLATE QpOFESS /0 • o (TYP OF 4) a .. L =J a. WELDING. ANL MOUNTING D LEVELING O� L Wq APPROX 8" LONG a - GROUT AFTER Q Cell�� you oEy h GALV STEEL GAL BE (TYP I LEVELING c VERIFY SCALES CONCRETE ENCASEMENT ° HARDWARE SHALL Avoid cutting underground 4" - ° ° - V STEEL. NUT TYP 4 I I �`I _ COUPLING Y% -° `Y• n utility lines. Its costly. WITH RED DYE e ° ° n a ° ° °. 10363. - BAR IS ONE INCH ON 3" 3 "x7/16" 0 CAPSULE BOLT ° `Y ~CONCRETE SLAB r� L Call ORIGINAL DRAWING 1g^ 0 18" 0 WITH NUT & WASHER (TYP 4) {x �Q p. 9/30%14 C"rRI f D NOTE: 1. AT INTERSECTION WITH STRUCTURE, HOOK #4S FRONT VIEW SIDE VIEW SCR° ® 0 1 INTO THE FOOTING OR THE WALL (TYP). NOTES: IF NOT ONE INCH ON 1. PER S -1, SITE CONCRETE IS TYPE -E AND IS COVERED IN SPECIFICATION 03300. OR THISSHEET,ADJUST EQUIPMENT MOUNTING STAND 5 1- 800 - 227 -2600 SCALES ACCORDINGLY CONDUIT SECTON WITH REBAR 11 REMOVABLE & NON - REMOVABLE POST RECORD DRAWING Kennedy /Jenks Consultants NTS E3 NTS NTS E4 These Record Drawingshave to document on inucted ionprovided by the E3 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 Sari Diego, Califomia, 92127 - (858)- 676 -3620 ` 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CMp "BY TIW APPROVALS CITY OF ENCINITAS DRAWING NO. 5— fJ /LTS THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416.A3.5 "BRASS DISC IN THE MIDDLE OF THE AS SHOWN',`` " DATE :December 9,2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTIHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL - O f EDWARD DEANE GLENN PRUIM STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER , ;: MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 ELECTRICAL DETAILS AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ` NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL y y� '7 7� Tl . ENGINEER RECORD DRAWING TIW 5/31/2013 ELEVATION = 34.664NAVD 86 Encinitas �S EXP. 12/31/13 DATE: DATE: SHEET 47 OF 66 CITY DRAWING NO. CS -610 a i 11 J SERM 0140E Yr4ledw tawt ft "m ft 0 d* RwAnd Nw P•P IM�aIIM 1t�o•M PEA GRAVEL �..; °° ° PROVIDE ANCHOR on] 70 DCO '^ ' <' �^ ° , . ,. 4 #4 REBAR I —. 3 #3 TIES Ca) 12" _ " r ^ ^ °' � 4J , O .. .. ., ^ ^ -' / . \ . L'' \ < %1 UNLESS SHOWN OTHERWISE CONDUCTOR -SIZE PER NEC; WITH #1 AWG MIN (TYP) NOTE 1 3/8 "0 BOLT 3/8 "0 BOLT . 2 PER SECTION) . f- CONCRETE PAD -- - A�Ins+oN DATE 6-6-x5 - APPD Arl JJ BOOK ELECTRIC STANDARDS 3425.1 THREE -PHASE TRANSFORMER PAD INSTALLATION 3425 MANUFACTURER'S I (4 PER SECTION) J) REBAR RECOMMENDATION o CONDUIT `/� 24" DIA POWER & 120V 20' MIN. CU WIRE CONDUIT STRUCTURAL FILL 3" (TYP) CONTROL CONDUIT (TYP) (DEER HBO FOR ALL AROUND 3" (TYP) REBAR SWITCHBOARD) GROUND ROD NOTE 1 FREE STANDING AGAINST WALL i 3/4" x 8' -0" NOTES: 1. ALL DIMENSIONS ARE MINIMUMS. NOTES: NOTES: 2. ADD 6" FOR RUNS BENEATH ROADS. NOTES: 1. PREPARE BASE OF CONCRETE PAD PER DRAWING NO. S-3. DETAIL 3. 1: PER DRAWING NO. S-1; SITE CONCRETE IS TYPE -E AND IS COVERED IN SPECIFICATION 03300. 1. PREPARE BASE OF FREE STANDING CONCRETE PAD PER DRAWING NO. S -3. DETAIL 3. LIGHTING POLE BASE 7 TYP UNDERGROUND CONDUIT SECTION 4 MAJOR EQUIPMENT ANCHORING 2 ANTENNA INSTALLATION _.10 . 3. PHASE .TRANSFORMER PAD INSTALLATION . 9 . NTS NTS E3 NTS E4 E3 NTS E5 NTS E3 CAP (THREADED TYPE) CHAMFER r 1 3/16" STEEL 1/2 2 EDGES ALL I I PLATE MIN a AROUND SIZE TO SUIT ALTERNATIVE DESIGN FOR n FINISHED GRADE REFLECTING TAPE (3" WIDE) I I MOUNTING DISCONNECT o FINISHED I I SWITCHES, STARTERS, ETC 6 "0 POST - SCH 40 GRADE OR MORE THAN ONE ITEM Z GRS STANDARD z _ I I OF EQUIPMENT AT THE d I ` I III (— (III — SAME LOCATION. v FILL WITH CONCRETE COMPACTED FILL `'' GALV ANCIHOR ROUND OFF CORNERS (TYP) E LOCK 518 "0 GRS EYEBOLT, WELDED ; • J � °•' BOLTS (TYP 4) TO POST (TYP 2) 2#4 REBAR O CONTROL E 4x5.4 STEEL CHANNEL D WARNINGTAPE ; CROSSEACH STATION 3 �� O I I < 1, OTHER AT m \�� \/�� ( I 90 DEGREES � ��\� x �� ?C CONDUIT o I I °a CONCRETE BASE °° 10" x 14" CONCRETE BASE v . CONDUITS (TYP) NOTE 1 ° (PROVIDE BASE FOR STAND a ° NOT ON CONCRETE SLAB) CLAMP I I 7 "0 POST - SCH 40 #4 HOOPS @ 24" t I I GRS STANDARD t " z (TYP) ON CENTER Z a d` NOTE: (TYP)1 -,/4" 1l2 I I I 6 "x8 -1/2 "x112" MACHINE BOLT #4 REBAR, ONE PER CORNER can I I 3/4 "0 MIN SIZE, ° M HOT DIP GALV STAND AFTER (TYP) " 1" STEEL PLATE QpOFESS /0 • o (TYP OF 4) a .. L =J a. WELDING. ANL MOUNTING D LEVELING O� L Wq APPROX 8" LONG a - GROUT AFTER Q Cell�� you oEy h GALV STEEL GAL BE (TYP I LEVELING c VERIFY SCALES CONCRETE ENCASEMENT ° HARDWARE SHALL Avoid cutting underground 4" - ° ° - V STEEL. NUT TYP 4 I I �`I _ COUPLING Y% -° `Y• n utility lines. Its costly. WITH RED DYE e ° ° n a ° ° °. 10363. - BAR IS ONE INCH ON 3" 3 "x7/16" 0 CAPSULE BOLT ° `Y ~CONCRETE SLAB r� L Call ORIGINAL DRAWING 1g^ 0 18" 0 WITH NUT & WASHER (TYP 4) {x �Q p. 9/30%14 C"rRI f D NOTE: 1. AT INTERSECTION WITH STRUCTURE, HOOK #4S FRONT VIEW SIDE VIEW SCR° ® 0 1 INTO THE FOOTING OR THE WALL (TYP). NOTES: IF NOT ONE INCH ON 1. PER S -1, SITE CONCRETE IS TYPE -E AND IS COVERED IN SPECIFICATION 03300. OR THISSHEET,ADJUST EQUIPMENT MOUNTING STAND 5 1- 800 - 227 -2600 SCALES ACCORDINGLY CONDUIT SECTON WITH REBAR 11 REMOVABLE & NON - REMOVABLE POST RECORD DRAWING Kennedy /Jenks Consultants NTS E3 NTS NTS E4 These Record Drawingshave to document on inucted ionprovided by the E3 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 Sari Diego, Califomia, 92127 - (858)- 676 -3620 ` 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CMp "BY TIW APPROVALS CITY OF ENCINITAS DRAWING NO. 5— fJ /LTS THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416.A3.5 "BRASS DISC IN THE MIDDLE OF THE AS SHOWN',`` " DATE :December 9,2010 BY. BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTIHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL - O f EDWARD DEANE GLENN PRUIM STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER , ;: MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 ELECTRICAL DETAILS AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ` NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL y y� '7 7� Tl . ENGINEER RECORD DRAWING TIW 5/31/2013 ELEVATION = 34.664NAVD 86 Encinitas �S EXP. 12/31/13 DATE: DATE: SHEET 47 OF 66 CITY DRAWING NO. CS -610 a i 11 J INSTRUMENT SYMBOL IDENTIFIERS J -3 J -4,J -5 J -1: IDENTIFICATION LETTERS (SEE TABLE BELOW) J-4: FUNCTION BLOCK (SEE TABLE BELOW) J -1 J -2 J -2: LOOP NUMBER J -5: PANEL NUMBER J -6 J -3: VENDOR DESIGNATOR (NOTE 3) J -6: HANDSWITCH DESIGNATOR (SEE BELOW) INSTRUMENT SERVICES AS >- INSTRUMENT AIR SUPPLY (NOTE 4) ES 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) PLC INPUT/OUTPUT DISCRETE INPUT ? ANALOG INPUT Il DISCRETE OUTPUT T ANALOG OUTPUT I � FLOW PRIMARY ELEMENTS ORIFICE PLATE SINGLE PORT PITOT TUBE OR PITOT- VENTURI TUBE VENTURITUBE --©—�— AVERAGING PITOT TUBE FLUME WEIR TURBINE OR PROPELLER -TYPE PRIMARY ELEMENT THERMAL MASS FLOWMETER L�J POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR VORTEX SENSOR TARGET TYPE SENSOR FLOW NOZZLE M MAGNETIC FLOWMETER EULTRA SONIC FLOWMETER X ROTAMETER X ROTAMETER WITH INTEGRAL VALVE X LINES ........ ow- MAIN PROCESS N SECONDARY PROCESS 1-2/ A > REFERENCES LEAVING SHEET LINE CONTINUATION TO DRAWING REFERENCE A / 1- 3 REFERENCES ENTERING SHEET FROM DRAWING REFERENCE LINE CONTINUATION 24" BW PIPE SYSTEM PIPE SIZE IN INCHES - - - - - - - - - - - ELECTRICAL SIGNAL -D- -o- -O- -o- - SOFTWARE OR DATALINK # PNEUMATIC L L HYDRAULIC x x CAPILLARYTUBE %^o ELECTROMAGNETIC OR SONIC (GUIDED) MECHANICAL OR CONNECTED NOT ICONNECTED ELECTRICAL I llI� I I VALVES GATE VALVE GLOBE VALVE 'V PLUG VALVE CHECK VALVE K* ,I BALL CHECK VALVE PINCH VALVE DIAPHRAGM VALVE I�I BUTTERFLY VALVE 101 BALL VALVE NEEDLE VALVE PLUG (COCK) PRESSURE REDUCING REGULATING VALVE, SELF - CONTAINED BACK PRESSURE REGULATING VALVE, SELF - CONTAINED PRESSURE REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP NA3 -WAY VALVE ® 4 -WAY VALVE ANGLE VALVE PRESSURE RELIEF VALVE * FC = FAIL CLOSED LC = LOCKED CLOSED * FO = FAIL OPEN LO = LOCKED OPEN CLOSED DURING NORMAL OPERATION SHADING INDICATES PORT TO BE CLOSED DURING NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. VALVE OPERATORS DIAPHRAGM --a] CYLINDER OPERATOR DIAPHRAGM ❑S SOLENOID PRESSURE BALANCED OMOTOR SV SOLENOID VALVE X X X X X X X TYPICAL CONNECTION IN -LINE DEVICE DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL RADIATION OR SONIC SENSING FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION FIRST LETTER SUCCEEDING LETTERS HAND - OFF -AUTO MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS SQUARE ROOT ALARM INTEGRAL Ex n] EXPONENTIAL B BURNER, COMBUSTION HIGH SELECTING USER'S CHOICE USER'S CHOICE USER'S CHOICE C USER'S CHOICE F±] BIAS M CONTROL CLOSED D DENSITY DIFFERENTIAL DAMPER E- VOLTAGE H- HYDRAULIC DIAPHRAGM SEAL VOLTA GE 0- ELECTROMAGNETIC, SONIC SENSOR (PRIMARY ELEMENT) P- PNEUMATIC R_ RESISTANCE (ELECT) PURGE FLOW RATE RATIO (FRACTION) - B- BINARY F G USERS CHOICE AIR RELIEF VALVE GLASS, VIEWING DEVICE O AIR RELEASE HAND LEVEL PROBE No CHEMICAL DIFFUSER HIGH STATIC MIXER CURRENT (ELECTRICAL) EDUCTOR/INJECTOR INDICATE INTERLOCK. NUMBER IS THE CROSS O O J POWER SCAN STRATEGY DESCRIBED IN THE SPECS K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT LOW M MOISTURE MOMENTARY MIDDLE, INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE O USER'S CHOICE ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY INTEGRATE, TOTALIZE R RADIATION RECORD S SPEED,-FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, OR LOUVER W WEIGHT, FORCE WELL X I UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE, PRESENCE Y AXIS RELAY, COMPUTE, CONVERT Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED FINAL CONTROLFIEMENT GENERAL INSTRUMENT OR FUNCTION SYMBOLS FIELD MOUNTED PRIMARY LOCATION ACCESSIBLE TO OPERATOR AUXILIARY LOCATION ACCESSIBLE TO OPERATOR NORMALLY INACCESSIBLE OR BEHIND THE PANEL DISCRETE INSTRUMENTS STRUMENTS X X X X SHARED DISPLAY, SHARED CONTROL X X V�'N X If A X FUNCTIONR X X X X PROGRAMMABLE LOGIC CONTROL X X X INSTRUMENT SERVICES AS >- INSTRUMENT AIR SUPPLY (NOTE 4) ES 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) PLC INPUT/OUTPUT DISCRETE INPUT ? ANALOG INPUT Il DISCRETE OUTPUT T ANALOG OUTPUT I � FLOW PRIMARY ELEMENTS ORIFICE PLATE SINGLE PORT PITOT TUBE OR PITOT- VENTURI TUBE VENTURITUBE --©—�— AVERAGING PITOT TUBE FLUME WEIR TURBINE OR PROPELLER -TYPE PRIMARY ELEMENT THERMAL MASS FLOWMETER L�J POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR VORTEX SENSOR TARGET TYPE SENSOR FLOW NOZZLE M MAGNETIC FLOWMETER EULTRA SONIC FLOWMETER X ROTAMETER X ROTAMETER WITH INTEGRAL VALVE X LINES ........ ow- MAIN PROCESS N SECONDARY PROCESS 1-2/ A > REFERENCES LEAVING SHEET LINE CONTINUATION TO DRAWING REFERENCE A / 1- 3 REFERENCES ENTERING SHEET FROM DRAWING REFERENCE LINE CONTINUATION 24" BW PIPE SYSTEM PIPE SIZE IN INCHES - - - - - - - - - - - ELECTRICAL SIGNAL -D- -o- -O- -o- - SOFTWARE OR DATALINK # PNEUMATIC L L HYDRAULIC x x CAPILLARYTUBE %^o ELECTROMAGNETIC OR SONIC (GUIDED) MECHANICAL OR CONNECTED NOT ICONNECTED ELECTRICAL I llI� I I VALVES GATE VALVE GLOBE VALVE 'V PLUG VALVE CHECK VALVE K* ,I BALL CHECK VALVE PINCH VALVE DIAPHRAGM VALVE I�I BUTTERFLY VALVE 101 BALL VALVE NEEDLE VALVE PLUG (COCK) PRESSURE REDUCING REGULATING VALVE, SELF - CONTAINED BACK PRESSURE REGULATING VALVE, SELF - CONTAINED PRESSURE REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP NA3 -WAY VALVE ® 4 -WAY VALVE ANGLE VALVE PRESSURE RELIEF VALVE * FC = FAIL CLOSED LC = LOCKED CLOSED * FO = FAIL OPEN LO = LOCKED OPEN CLOSED DURING NORMAL OPERATION SHADING INDICATES PORT TO BE CLOSED DURING NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. VALVE OPERATORS DIAPHRAGM --a] CYLINDER OPERATOR DIAPHRAGM ❑S SOLENOID PRESSURE BALANCED OMOTOR SV SOLENOID VALVE X X X X X X X TYPICAL CONNECTION IN -LINE DEVICE DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL RADIATION OR SONIC SENSING FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION J -4 FUNCTION BLOCK DESIGNATORS HAND - OFF -AUTO LR LOCAL - REMOTE FSUMMING HAND- OFF - REMOTE ROOT EXTRACTION ❑Q DIFFERENCE SQUARE ROOT ❑J INTEGRAL Ex n] EXPONENTIAL 7At DERIVATIVE HIGH SELECTING ❑X MULTIPLYING © LOW SELECTING ODIVIDING F±] BIAS M CONVERT: F(X) NONLINEAR OR FLANGED COUPLING ADAPTER UNSPECIFIED FUNCTION * E- VOLTAGE H- HYDRAULIC DIAPHRAGM SEAL I - CURRENT 0- ELECTROMAGNETIC, SONIC P- PNEUMATIC R_ RESISTANCE (ELECT) PURGE A- ANALOG D_ DIGITAL - B- BINARY INSTRUMENT SERVICES AS >- INSTRUMENT AIR SUPPLY (NOTE 4) ES 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) PLC INPUT/OUTPUT DISCRETE INPUT ? ANALOG INPUT Il DISCRETE OUTPUT T ANALOG OUTPUT I � FLOW PRIMARY ELEMENTS ORIFICE PLATE SINGLE PORT PITOT TUBE OR PITOT- VENTURI TUBE VENTURITUBE --©—�— AVERAGING PITOT TUBE FLUME WEIR TURBINE OR PROPELLER -TYPE PRIMARY ELEMENT THERMAL MASS FLOWMETER L�J POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR VORTEX SENSOR TARGET TYPE SENSOR FLOW NOZZLE M MAGNETIC FLOWMETER EULTRA SONIC FLOWMETER X ROTAMETER X ROTAMETER WITH INTEGRAL VALVE X LINES ........ ow- MAIN PROCESS N SECONDARY PROCESS 1-2/ A > REFERENCES LEAVING SHEET LINE CONTINUATION TO DRAWING REFERENCE A / 1- 3 REFERENCES ENTERING SHEET FROM DRAWING REFERENCE LINE CONTINUATION 24" BW PIPE SYSTEM PIPE SIZE IN INCHES - - - - - - - - - - - ELECTRICAL SIGNAL -D- -o- -O- -o- - SOFTWARE OR DATALINK # PNEUMATIC L L HYDRAULIC x x CAPILLARYTUBE %^o ELECTROMAGNETIC OR SONIC (GUIDED) MECHANICAL OR CONNECTED NOT ICONNECTED ELECTRICAL I llI� I I VALVES GATE VALVE GLOBE VALVE 'V PLUG VALVE CHECK VALVE K* ,I BALL CHECK VALVE PINCH VALVE DIAPHRAGM VALVE I�I BUTTERFLY VALVE 101 BALL VALVE NEEDLE VALVE PLUG (COCK) PRESSURE REDUCING REGULATING VALVE, SELF - CONTAINED BACK PRESSURE REGULATING VALVE, SELF - CONTAINED PRESSURE REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP NA3 -WAY VALVE ® 4 -WAY VALVE ANGLE VALVE PRESSURE RELIEF VALVE * FC = FAIL CLOSED LC = LOCKED CLOSED * FO = FAIL OPEN LO = LOCKED OPEN CLOSED DURING NORMAL OPERATION SHADING INDICATES PORT TO BE CLOSED DURING NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. VALVE OPERATORS DIAPHRAGM --a] CYLINDER OPERATOR DIAPHRAGM ❑S SOLENOID PRESSURE BALANCED OMOTOR SV SOLENOID VALVE X X X X X X X TYPICAL CONNECTION IN -LINE DEVICE DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL RADIATION OR SONIC SENSING FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION J -6 HANDSWITCH DESIGNATORS HOA HAND - OFF -AUTO LR LOCAL - REMOTE HOR HAND- OFF - REMOTE OC OPEN -CLOSE F -R FORWARD- REVERSE OCA OPEN - CLOSE -AUTO 1-0 ON -OFF A/M AUTO- MANUAL INSTRUMENT SERVICES AS >- INSTRUMENT AIR SUPPLY (NOTE 4) ES 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) PLC INPUT/OUTPUT DISCRETE INPUT ? ANALOG INPUT Il DISCRETE OUTPUT T ANALOG OUTPUT I � FLOW PRIMARY ELEMENTS ORIFICE PLATE SINGLE PORT PITOT TUBE OR PITOT- VENTURI TUBE VENTURITUBE --©—�— AVERAGING PITOT TUBE FLUME WEIR TURBINE OR PROPELLER -TYPE PRIMARY ELEMENT THERMAL MASS FLOWMETER L�J POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR VORTEX SENSOR TARGET TYPE SENSOR FLOW NOZZLE M MAGNETIC FLOWMETER EULTRA SONIC FLOWMETER X ROTAMETER X ROTAMETER WITH INTEGRAL VALVE X LINES ........ ow- MAIN PROCESS N SECONDARY PROCESS 1-2/ A > REFERENCES LEAVING SHEET LINE CONTINUATION TO DRAWING REFERENCE A / 1- 3 REFERENCES ENTERING SHEET FROM DRAWING REFERENCE LINE CONTINUATION 24" BW PIPE SYSTEM PIPE SIZE IN INCHES - - - - - - - - - - - ELECTRICAL SIGNAL -D- -o- -O- -o- - SOFTWARE OR DATALINK # PNEUMATIC L L HYDRAULIC x x CAPILLARYTUBE %^o ELECTROMAGNETIC OR SONIC (GUIDED) MECHANICAL OR CONNECTED NOT ICONNECTED ELECTRICAL I llI� I I VALVES GATE VALVE GLOBE VALVE 'V PLUG VALVE CHECK VALVE K* ,I BALL CHECK VALVE PINCH VALVE DIAPHRAGM VALVE I�I BUTTERFLY VALVE 101 BALL VALVE NEEDLE VALVE PLUG (COCK) PRESSURE REDUCING REGULATING VALVE, SELF - CONTAINED BACK PRESSURE REGULATING VALVE, SELF - CONTAINED PRESSURE REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP NA3 -WAY VALVE ® 4 -WAY VALVE ANGLE VALVE PRESSURE RELIEF VALVE * FC = FAIL CLOSED LC = LOCKED CLOSED * FO = FAIL OPEN LO = LOCKED OPEN CLOSED DURING NORMAL OPERATION SHADING INDICATES PORT TO BE CLOSED DURING NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. VALVE OPERATORS DIAPHRAGM --a] CYLINDER OPERATOR DIAPHRAGM ❑S SOLENOID PRESSURE BALANCED OMOTOR SV SOLENOID VALVE X X X X X X X TYPICAL CONNECTION IN -LINE DEVICE DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL RADIATION OR SONIC SENSING FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION * AV- AIR VALVE T - TRAP F - FILTER FH - FIRE HYDRANT 1 WATER LINE D GRAVITY FLOW I EQUIPMENT M MIXER IVERTICAL TURBINE PUMP ASUBMERSIBLE PUMP OPUMP BLOWER PUMP METERING PUMP ^^^^ I PUMP PROGRESSIVE CAVITY ROTARY PUMP '80, PERISTALTIC PUMP FAN NOTES: 1. THIS IS A GENERALIZED LEGEND SHEET. 2. SEE ALSO ISA S5.1, S5.3 AND S7.3. 3. INSTRUMENTS MARKED WITH AN ASTERISK ARE FURNISHED WITH THE EQUIPMENT. 4. REFER TO ISA RP7.7 FOR INSTRUMENT AIR QUALITY STANDARDS. PERMIT NUMBER 11- CO RTE_ FM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES I STATE REPRESENTATIVE DATE I N C c cox before you °a° VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON o. Call ORIGINAL DRAWING Exp. 12//3131 /13 �L ® 0�1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY RECORD DRAWING These Record Drawings have been prepared based on infomrattonprevided by the Kennedy /Jenks Consultants contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 Sari Diego, California, 92'127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LIGNE BY 1 CHECKED TIW APPROVALS CITY OF ENCINITAS DRAWING NO. (f14i= A•Zv. /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF I SURVEY 18416.A3.5" BRASS DISC IN THE MIDDLE OF THE ASSHOWN =.'' DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL - STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO.48971 R.C.E. NO.51274 INSTRUMENTATION LEGEND AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN � NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL �,, ,r Encinitas ENGINEER EXP. 12/31/13 DATE: DATE: SHEET 48 OF 64 RECORD DRAWING TIW 5/31/2013 ELEVATION = 34.664 NAVD 88 . l CITY DRAWING NO. CS -610 v I LO N Cl) 0 N v (0 J J w rn 3 O cocc 0 0 .j ml Q c L C a) 0 M cc co m 0 Co 0 91 MISCELLANEOUS I) FLANGE UNION Y STRAINER ® FLOW STRAIGHTENING VANE P11 TEE SCREWED CAP WELDED CAP —I I BLIND FLANGE p REDUCER —� HB HOSE BIBB CONNECTION EXPANSION JOINT FLEXIBLE COUPLING FLANGED COUPLING ADAPTER SLUICE GATE OR SLIDE GATE DRAIN ® DIAPHRAGM SEAL RUPTURE DISK, PRESSURE RUPTURE DISK, VACUUM OP PURGE THERMOMETER WELL - CALIBRATION CYLINDER PULSATION DAMPER AIR RELIEF VALVE O AIR RELEASE LEVEL PROBE No CHEMICAL DIFFUSER Ivvool STATIC MIXER EDUCTOR/INJECTOR INTERLOCK. NUMBER IS THE CROSS O O REFERENCE TO A SPECIFIC ELEMENTARY DIAGRAM OR TO A SPECIFIC CONTROL STRATEGY DESCRIBED IN THE SPECS * AV- AIR VALVE T - TRAP F - FILTER FH - FIRE HYDRANT 1 WATER LINE D GRAVITY FLOW I EQUIPMENT M MIXER IVERTICAL TURBINE PUMP ASUBMERSIBLE PUMP OPUMP BLOWER PUMP METERING PUMP ^^^^ I PUMP PROGRESSIVE CAVITY ROTARY PUMP '80, PERISTALTIC PUMP FAN NOTES: 1. THIS IS A GENERALIZED LEGEND SHEET. 2. SEE ALSO ISA S5.1, S5.3 AND S7.3. 3. INSTRUMENTS MARKED WITH AN ASTERISK ARE FURNISHED WITH THE EQUIPMENT. 4. REFER TO ISA RP7.7 FOR INSTRUMENT AIR QUALITY STANDARDS. PERMIT NUMBER 11- CO RTE_ FM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES I STATE REPRESENTATIVE DATE I N C c cox before you °a° VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON o. Call ORIGINAL DRAWING Exp. 12//3131 /13 �L ® 0�1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY RECORD DRAWING These Record Drawings have been prepared based on infomrattonprevided by the Kennedy /Jenks Consultants contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 Sari Diego, California, 92'127 (858)- 676 -3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LIGNE BY 1 CHECKED TIW APPROVALS CITY OF ENCINITAS DRAWING NO. (f14i= A•Zv. /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF I SURVEY 18416.A3.5" BRASS DISC IN THE MIDDLE OF THE ASSHOWN =.'' DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL - STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER EDWARD DEANE GLENN PRUIM MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO.48971 R.C.E. NO.51274 INSTRUMENTATION LEGEND AVE., 65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN � NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL �,, ,r Encinitas ENGINEER EXP. 12/31/13 DATE: DATE: SHEET 48 OF 64 RECORD DRAWING TIW 5/31/2013 ELEVATION = 34.664 NAVD 88 . l CITY DRAWING NO. CS -610 v I LO N Cl) 0 N v (0 J J w rn 3 O cocc 0 0 .j ml Q c L C a) 0 M cc co m 0 Co 0 91 SCADA FAN NOT FAN NOT RUNNING RUNNING NORMAL LOW POWER EMERG- RUN RUN TOTALIZER FAIL RUN FUEL FAIL NORMAL ENCY PLC mm SWA �It♦WAI EMM-'�'�■�M �L O O LAL XA X I LAL 150 151 151 151 T 1 I o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 I I I I I I I I I I 0 0 1 0 I I I 0 I I I I I I 0 0 0 0 0 0 I I I I I I I I o 0 0 0 0 0 0 I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I r r I INTRINSICALLY I 4— — J I SAFE RELAY I I I I 1 I i (TYP) / I I I I * I I I I I 1 I 15o I I I I I I I I I EMERGENCY 1 AUTOMATIC 5 5 GENERATOR I TRANSFER 1 i SWITCH I I i I i I I I I I FUEL — I I i TANK M 480V M 480V 1 1 1 I I I SUPPLY FAN EXHAUST FAN 1 SF -101 Ef -101 EMERGENCY 1 STORAGE BASIN I I I I I I CeA before you Dbo Avoid cutting underground utility lines. It's costly. Cali COLLECTION MANHOLE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING � tttttt� tttttt� IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1 -800 -227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858) -678 -3620 0887113 REVISIONS I APPROVED I . DATE REFERENCES I DATE m'0■ q mmM IO �It♦WAI SUMP PUMP (TYPICAL P -112) I� TYPICAL OF P-102,103,104 PERMIT NUMBER I I- CO RTE_ PM I SPEED SPEED I % IN AS -BUILT PLANS FOR ROADWAY FAIL RUN FLOOD HZ CONTROL READY RUN FAIL OPEN HAND FLOW READY FAIL TOTALIZER GEOMETRIC AND ABOVE GROUND mmm IO =1I ZI 110 MEN IO 21 mm II 21 MEMO SN 21 FEATURES f f f f f i HOA f I f f f I f 0 4 1 f STATE REPRESENTATIVE DATE 0 0 ° 0 0 o I o ° 0 0 0 0 0 1 1 0 —fir —o 0 - -7!5 - -- 0 0 ° STOP PUMPS o 0 0 1 0 0 0 0 0 o I 1 1 r0 — o-- o-- o- -O - -0— 0t-- O- F- 0- 1- 0-- 0- -0 - -0— 0 - -0— I 1 I j o 0 0 I 0 j I 1 1 0 1 1 1 1 1 1 I 1- -0 STOP I I i 1 I —° j 0 ALL PUMPS 1 I o- -0 - -0— 0-- 0-- 0- 10-- 10— d-- o-- 0-- 0- -0 - -0— 1 1 —0 —Q-0 - -0 0 0 0 0 1 I i I I I I 1 0 I I 1 I 0 0 13/13 —o —0-@ LYLY -------------- - - - -L— -- -------------- -� - - -- -- I-- I- -I - - -- ------------- - -L - -- - - - -- -- - - - - -- 102 103 1 I I ;, - -I —_— I -- I_-- I-------------- - - - - -- F -- a—= _�_ — —— 1 1 - - -- --------------------- — -- ---- I 1 I I I I i I I � — -- � - - - -1� � I I I- I — — _ - T I I— —7-1 I T - I I I 1 i I 1I 1 I 1 I 1 I I I 1 1 RUN 1 FAULT ( T, L— 1 I I SUMP 'PUMP 'CP" I * * 1 1 I I 11 I I 120V 1 I NIL 1 NAL PI 1 1 1 ( RUN I FAULT 101 1 i 1.01. 1 I 105 L 1 I 1 I 120V >— N I L N * NAL 1 I I 111. 1 11q I HS I i FILL I 101 1 1 CONNECTION 1 I S I Z I FI 1 \ HOA i 101 t10 110 SURGE •� AVAR I 1 1 I I TANK 1 1 SK ZIK LI 1 1 1 I I PUMP RUN I I I T'2 I 1 101 110 101 L I I I — 1 1 1 I * I 1 1 I 1 CLEANING CYCLE 1 S 1 OK I J J I CONTROL PANEL 1 1 1 I I 120V 2 J I I 1 I 1 I i I I I I I BENCH MARK I SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. TIW 5/31/2013 ELEVATION = 34.664 NAVD 88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN SUMP PUMP P -111 City of Encinitas SUMP PUMP P -112 PLANS PREPARED UNDER SUPERVISION OF MATT A. TEBBETTS ENGINEER RECOMMENDED DATE :December 9, 2010 I BY. R.C.E.'NO.: C24087 EXP. 12/31/13 EDWARD DEANE R:C.E. NO. 48971 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 DATE: EMERGENCY BYPASS CONNECTION VAULT METER VAULT TO TREATMENT a N Cl) O N u7 J 0 Z Q J LU W IF _ , '300 21 0 Exp.12/31/1 L 64 "c C; r; OF OALk 00 0 m RECORD DRAWING Q These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. m L C m 0 co CITY OF ENCINITAS DRAWING NO. C 00 WORK PROJECT NO. CCE04F OLIVENHAIN ° SEWER PUMP STATION IMPROVEMENT PROJECT 12 PROCESS AND INSTRUMENTATION DIAGRAM Z PUMP STATION SHEET 490F 64 ITEM DESCRIPTION O TEMPERATURE SW. (RANGE 40 -160F) O 24 VDC POWER SUPPLY (6 AMPS) O CIRCUIT BREAKERS (AS REQ'D) ® 4 "PANDUIT (AS REQUIRED) O5 TERMINAL BLOCKS (AS REQ'D) © DISCONNECT TERMINAL BLOCKS O7 PLC CPU (120 VAC) CHASSIS UNINTERRUPTIBLE POWER SUPPLY O FUTURE RADIO 10 RELAYS (AS REQ'D) 1 1 INTRINSICALLLY SAFE RELAY 12 RECEPTACLE (20A) GFCI 13 DIGITAL WIRING TERMINALS 14 GROUND BUS (ON INSULATED STAND -OFF) 15 ENCLOSURE LIGHT: 120V, 60W a DOOR ACTIVATED 16 (F) ANTENNA FILTER 17 6 PORT ETHERNET SW. (101100) ON SHELF 18 PILOT LAMP -PTT (LED) 19 ANALOG WIRING TERMINALS 20 AUTODIALER 21 INTRUSION TIMER 22 .2- POSITION SELECTOR. SWITCH Call before you Dap VERIFY SCALES Avoid cutting underground utility lines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1-800 -227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 io i� 3' 15 r- --I r-- - - - - -- ❑ 16 ❑ I O9 I L I I I I l_- - - - - -� 3 AS REQ'D 13 I I I .I. DIN RAIL (TYP) I I I I AS REQ'D 19 I I I I DIN RAIL J i O mt 20 12 d HOFFMAN ENCLOSURE A- 903624SSFS. NEMA 12, DOOR STOP, 3 -PT LATCH KIT, BACK PANEL HINGE SIDE (TYP) 0 3" HOUSE- KEEPING PAD PLC ELEVATION 5 SCALE: APPROX 1/8" = 1' -0" Iq ITEM ESCUTCHEON SCHEDULE 10 .FLOW O2 LEVEL O PUMP SPEED a o 0 0 PUMP ON /OFF 0 PUMP SPEED CONTROL ITEM DESCRIPTION O1 DIGITAL INDICATOR O2 2- POSITION SELECTOR SWITCH O POTENTIOMETER CLEANING CYCLE NEMA 4X ENCLOSURE NOTE1 0 � 0 O O O ON /OFF L PANEL 14 NOTE: 1, PROVIDE A NEMA 4X LOCKABLE ENCLOSURE. INDICATED LAYOUT IS FOR INTERIOR PANEL. FRONT DOOR IGE >E 2) STAINLESS STEEL 3/8 "0 J -HOOK AND STAINLESS STEEL CHAIN - (TYP) PLASTIC WIRE TIE MFR'S CABLE CONDUIT HIGH LEVEL FLOAT SWITCH (TYP) LOW LEVEL 1 POUND CERAMIC WEIGHT TYPICAL WETWELL FLOAT SWITCH NEMA 4X , BUSHING SUMP FLOAT SENSOR % 4 N.T.S. 14 PERMIT NUMBER Ii- CO RTE PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SIGNAL TAP ORIENTATION LEGEND N.T.S. 7_T] IO rEEL PIPE REERM 1/4 V =EL MOUNTING-PLATE �� ,ING GROUT AS REQUIRED FLOOR STAND WALL MOUNT NOTES: 1. HOT DIP GALVANIZE AFTER FABRICATION. 2. TYP MOUNTING' PLATE: 6"x 6"x 3/16" WITH FOUR'5 /8" HOLES. 3. PROVIDE FOUR 2" x 9/16" CAPSULE ANCHOR BOLTS. 4. CLAMP INSTRUMENT TO VERTICAL PIPE USING CLAMP SUPPLIED BY MANUFACTURER. INSTRUMENT MOUNTING DETAIL WALL i RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. 0887113 I I - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CMD I JL 37777TI TIW APPROVALS CITY OF- ENCINITAS DRAWING NO. S- ,77T i'l0 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1144° AS.SHOWN ON RECORD OF SURVEY 18416.A3.5 "BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN + +I it y�� '+i DATE :D2CBrnb2r 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP vs¢a STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER I of .MATT.A. TEBBETTS EDWARD DEANS GLENN PRUIM 14 AVE.,65 FEET WESTERLY OF THE CENTER OF THE ', " ,i R:C:E:NO.: 024087 - R:C:E. NO. 48971 R:C.E.NO. 51274 INSTRUMENTATION DETAILS NORTHBOUND INTERSTATE HIGHWAYSFREEWAY OFF RAMP. VERTICAL AS `SHOWN ' - �� E I1 C 1 I11 t a S ENGINEER EXP 12/31/13 DATE: DATE: SHEET 51 OF 64 RECORD DRAWING TIW 5/31/2013 ELEVATION- 34.664NAVD 88 °.,,��n,.' i cn 0 N C to J 0 z } w 3 d' 00 0 .5 EDl G N L c m 0 CO t; Co 9 Ib O N .no LIQUID STEAM, VAPOR OR SLURRY AIR OR GAS t`nil a PREFERRED a o 0 0 ( PREFERRED ALTERNATE ( J— PREFERRED ALTERNATE ALTERNATE v ALTERNATE . LIQUID OR SLURRY STEAM, VAPOR, AIR OR GAS rn PREFERRED ALTERNATE GPREFERRED ALTERNATE ALTERNATE ALL FLUIDS it PREFERRED a NOTE: ALTERNATE w THIS ORIENTATION FOR TEMPERATURE a INSTRUMENTS WILL NOT APPLY IF THE ALTERNATE wPIPE DIAMETER IS SMALL AND REQUIRES A TEE OR ELBOW TO BE USED. SIGNAL TAP ORIENTATION LEGEND N.T.S. 7_T] IO rEEL PIPE REERM 1/4 V =EL MOUNTING-PLATE �� ,ING GROUT AS REQUIRED FLOOR STAND WALL MOUNT NOTES: 1. HOT DIP GALVANIZE AFTER FABRICATION. 2. TYP MOUNTING' PLATE: 6"x 6"x 3/16" WITH FOUR'5 /8" HOLES. 3. PROVIDE FOUR 2" x 9/16" CAPSULE ANCHOR BOLTS. 4. CLAMP INSTRUMENT TO VERTICAL PIPE USING CLAMP SUPPLIED BY MANUFACTURER. INSTRUMENT MOUNTING DETAIL WALL i RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor, and others, in order to document actual constructed conditions of the facilities. 0887113 I I - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CMD I JL 37777TI TIW APPROVALS CITY OF- ENCINITAS DRAWING NO. S- ,77T i'l0 THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1144° AS.SHOWN ON RECORD OF SURVEY 18416.A3.5 "BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN + +I it y�� '+i DATE :D2CBrnb2r 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP vs¢a STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER I of .MATT.A. TEBBETTS EDWARD DEANS GLENN PRUIM 14 AVE.,65 FEET WESTERLY OF THE CENTER OF THE ', " ,i R:C:E:NO.: 024087 - R:C:E. NO. 48971 R:C.E.NO. 51274 INSTRUMENTATION DETAILS NORTHBOUND INTERSTATE HIGHWAYSFREEWAY OFF RAMP. VERTICAL AS `SHOWN ' - �� E I1 C 1 I11 t a S ENGINEER EXP 12/31/13 DATE: DATE: SHEET 51 OF 64 RECORD DRAWING TIW 5/31/2013 ELEVATION- 34.664NAVD 88 °.,,��n,.' i cn 0 N C to J 0 z } w 3 d' 00 0 .5 EDl G N L c m 0 CO t; Co 9 Ib O N .no T -C. - "� , � I 21.4 -� \ `� �� r y , y I y = � ✓y 1,- t 1 / ✓ % r i . ,r r` _ I A 1 i r Z3.� - ,--__. --� i / tiv x 2{1. "I I 19.5 x ✓ _ �7.4 / / // i -�� // / I _ '� / \ \� \\ 18 ` %' i i\ � 4 y s ='l f J 18.3 - \ "`\ \ 1. r r �` \ il l ff ' -1 / 1 X %' V`\ \liA a 19.E �- r A� A �V" �A A` \° v. \. lll r, �� ,-- _ V \i \� \\ Y / V \ H t � -t -..1 � V A\ \ \\ A \ \, A \'� F. I �/ I I -i \ `' Al 1\ �- - `, ±_ r t I ii x16 \` ,� ,17.2 y, ,� I `v ! v;v \ x 15� ��r" v v A\ f yv x i i I ; / : /'i / 1 \V -, / S ,v EXISTING TREES AND SHRUBS TO REMAIN - ,�LLP }'1 Y\N" `. , \, v \N \ w \ \ ` \ \ 1 \ \ \ v il \1 � \ \ v c I A V A f'\ V ,v `1 \ \ \ \ t \ v- x\ '.... A v. \ \ \ \ v \) , , > " L r W z Fz F GRAPHIC SCALE (IN FEET) 20 10 0 10 20 40 b UJI 1 INCH= 20 FT 4, Q(t GI beftwe you D;c Avoid cutting underground VERIFY SCALES utility lines. it's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING ® 0 ® 1 I` IF NOT ONE INCH ON OR THIS SHEET, ADJUST Cr 1- 800 - 227 -2600 1 SCALES ACCORDINGLY v Kennedy /Jenks Consultants Uj 10920 Via Frontera, Suite 110 San Diego, California, 92127 ° (858)- 676 -3620 e, 0887113 ' REVISIONS APPROV D DATE ,; 5- Un-rS L•20•77 LU W RECORD DRAWING I C. YOUNG 05 -31 -2013 I 37 �, 37.6 -9 i A \ ll, ' \ i\ V y \ \ \\ \ ! \ , - 1 �\ \1 I y rt � v x 19.5 ,t 22.5 i.7 199 X 113.,5 X x 20.6 19.5 / / / ., k yP 8D --- -- _� !v , / : SD 4 �v 14.. 1'v v / �' r /�. _` . A _. - 18.4 � .:... � �::: v� ,� Z. X = - , % yv -- �' ��. 1. :' - / �/ / �t a c� \ -mil ..4 /�( :mil ",: '" -✓v �'=�� ;�. , \, J " Fl.0 ' .r y`. .:e f t .::::• . :' +':' .. � " /// / .k Y y -... ', i a. ..?.: .., i '.'� -,, . - -�' yam' - :: . 18.4 z- , _ ..: ` j` ,'.' 1. ;: `'' .° ..' `.- 17.7 �,_: . � :' �'� \ :4 'c. z: 11 -- , C� _ __- . -, f, ". �J' a jy - .`..... ..... ,..... R O ..; ; , '�. 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P I <° k �3 11 ° Y 11 `- 0 o r \ \ _, \ F &S V, 16.5 .4 x 15 15,6 "s5.3 > 2" LAYER ,, A5--- 145 x 13.4 x ,\\ \' , i ",v VA' 12.7 :1 �-I 13.91 x v\� s3 14.5 ` vv I/ ` X u `\ i W =1 14- 6 -:' � .� 'i \ Q, \ _�t r \ '\ ,�, _;� t 'u'C \l \\ t {:. '.: , � �i, 14.5 �.' �' ._ \ \ \. \ `\ \ \\ ,C \, ` \\ S. >x.2,,,. -°' -- , .� \ j \'l 1 Y > �/'"�. mod'I I X j. A �f `Fy�1 J - d 1 ar`r v v` 14.$13 \ ,v ! � x `3 / ✓ �>,� 1`,3 ii \ e� _ ____ , :` : ::: CONTRACTOR SHALL NOT COVER N }'''\ e "'' � ,1 -,. , re':.;'' :' '. `' "" MANHOLES, UTILITY VAULTS, CATCH ` \'\ `o/ :;;: ;._':', , : -. . ` ° :.. - ,_ BASINS, VALVE AND METER VAULTS \ \ \, � _ :: ., U1/ITH R�RK MI II Cl-1 \,`�". ,'a.. j r' : _P+" DATE BENCH MARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE HORIZONTAL 1 t' = 20' -0" SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE 1 " = 20'-O" NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION = 34.664 NAVD 88 x 14. , -1, /4 15 \ ;N . S x , 11 N" ¢ \ .. r ..:' 5 'S '. a. 4.0 1. - 11 - -i ,,,\' /!� V s" K, / r :. WJ <° MP D RANI :.. >.... ;:'. �;. .. ::::'::.'.:.. _ ` DECO OSE G TE PER ✓ :.. :::' \. CIV W :Y� . .,. : ::::' v' - i \ ,:..... ` ' ", -- :::.\ ;o:: k Y ERIN LA / '.i _.... _ - F ...,.a , " % / ,/ /' ti � \,.. : I I I 1. .. / `\ t.. \ `„ ''' �Y- !'_i ' i s i ,v" ! i ! ✓- Yi/,- ''r /'. - �.' /,� 11 " ' ' ` l \ ', ' ,\ \ 1 , O Y,, Ci / <, � 1 v15.8 / 1 / , I 1p il 1` / / r \ ! , i r '�� "" ', %I �/ // i / J / �' -15 15-✓ 1 ,�, /" ✓ '% 59 ---. ,% city of Encinitas 4. ,Vr �/ fi I ✓- 1 t � R1 - /, . -/ , ._, . - h, t6l - 158 K j, k �[-( ✓ >i r y \ x / .- -+,. ^dpi- j / �_- �- / /' ` ,." " 118- / i _�d*'�" /c \ i ' i x -c % .,,� i f' �,,- / ,- ' 11 11 / - / / s� i - _ 11 - J6 �. y \r i - l I � - �, 1a �� - , / _ + ' I i- - - ? /! GRANITE BOULDERS -SEE MATERIALS �?a �'v �✓ 1= > I -' 1 ' I / - LEGEND, SHEET C -1 I - ~J J-� r ✓ t ti. s r PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE : December 9, 2010 BY. MATT A. TEBBETTS EDWARD DEANE R.C.E. NO C24087 R.G.E. NO. 48971 ENGINEER EXP. 12/31/13 DATE: APPROVALS APPROVED BY: GLENN PRUIM R.C.E. NO. 51274 . DATE: PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE ` - \, Vv` co q a6 Cl) 0 21 V to W Q 2 U.1 Y 3 N C U 6191232 -4747 FAx16191232 -4510 I 5 RFCORD DRAWING These Record Drawings have been prepared based on information provided by the o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 �T92 CIVI' P1 F OF CAV\ F� OG -04-)3 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT L 1 LANDCAPE CONSTRUCTION PLAN SHEET 53 OF 64 CITY DRAWING NO. CS -610 U) W Garbini &Garbini o LANDSCAPE ARCHITECTURE ml Q URBAN r DESIGN a ca c 715 "J" STREET, SUITE 307 0 SAN DIEGO, CALIFORNIA 92101 M 6191232 -4747 FAx16191232 -4510 I 5 RFCORD DRAWING These Record Drawings have been prepared based on information provided by the o. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. EXP. 06 -30 -14 �T92 CIVI' P1 F OF CAV\ F� OG -04-)3 CITY OF ENCINITAS DRAWING NO. WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT L 1 LANDCAPE CONSTRUCTION PLAN SHEET 53 OF 64 CITY DRAWING NO. CS -610 IRRIGATION LEGEND FOR RECLAIMED WATER SYSTEMS PERMIT NUMBER I I- DATE CO RTE_ PM a- GALLONS PER MINUTE MANUFACTURER ua GEOMETRIC AND ABOVE GROUND 3600 2700 2100 1800 1200 900 SYMBOL DESCRIPTION PSI RADIUS (OR APPROVED MODEL DETAIL DRAWING NO. city °� z -- �' O1 �* ,', ;�j } " "" '' Encinitas GENERAL IRRIGATION NOTES RECOMMENDED APPROVED BY. BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT 1. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY ONLY. PIPING, VALVES, AND OTHER 00 , z z IRRIGATION FIXTURES SHALL BE LOCATED IN PLANTING AREAS WHENEVER POSSIBLE. N (V EQUAL) 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, 00 LOCATION OF WALLS, RETAINING WALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK © 12" POP -UP MULTI STREAM 40 30' 4.39 3.48 _ 2.57 _ 1.61 HUNTER MPR40 -12 -CV -3000 E L7 05 -31 -2013 ROTATING NOZZLE INSTALLATION IN LOCATIONS REQUIRED. 12" POP -UP MULTI STREAM 40 19' 2.22 1.49 HUNTER MPR40 -12 -CV -2000 E L7 0 0 ROTATING NOZZLE _ _ _ _ SYMBOL DESCRIPTION MANUFACTURER MODEL DETAIL DRAWING NO. AUTOMATIC CONTROLLER - SIZE AS INDICATED ON PLAN CALSENSE ET 2000E- 12- R -RB -RR /SSE -R A L6 RAIN TIPPING BUCKET CALSENSE RB -1 B STAINLESS STEEL CONTROLLER ENCLOSURE - PEDESTAL MOUNT ENCLOSURE APPROVED BY AGENCY - CALSENSE SSE -R DESIGNED FOR 12 STATION CONTROLLER 2 INCH SUPER AUTOFLUSH TURBOCLEAN FILTER - CONNECT SEWER OR SUMP ( AMIAD IRRIGATION FILTERS, AMIAD 1- 2221 - 2151 -3100 B L6 CALL NICK FOURLICHT AT 714 - 267 -6802) STAINLESS STEEL FILTER ENCLOSURE - LOCKING STRONG BOX SBBC -40SS 0 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER - SIZE AS INDICATED ON PLAN WILKINS 975XL C L6 `OtiJ`" STAINLESS STEEL ENCLOSURE - APPROVED BY AGENCY - 31.5" x 29.5" x 17.75" STRONG BOX SBBC -30SS PRESSURE REDUCING VALVE & WYE STRAINER - SIZE AS INDICATED ON PLAN WILKINS 500YSBR C L6 IN FACTORY SET AT 70 PSI MASTER CONTROL VALVE (NORMALLY OPEN FOR USE WITH FLOW SENSOR) (MINIMUM OPERATING RATE GRISWOLD #2160 (OPEN .01 GPM) E L6 OF .01 GPM) - SIZE AS INDICATED ON PLAN CONTROLS FLOW SENSOR CALSENSE FM -2B F L6 FS LOCAL ADJUSTABLE RELAY CONTROL (LARC) DATA INDUSTRIAL #800 H BALL VALVE - SIZE AS INDICATED ON PLAN WATTS FBV -3C -SS A L7 O QUICK COUPLING VALVE - 1 INCH - VALVE BOX AS REQUIRED BY AGENCY NELSON 7645 B L7 - REMOTE CONTROL VALVE (MINIMUM 5 GPM) SIZE AS INDICATED ON PLAN RAINBIRD GB C L7 GATE VALVE (SIZE AS INDICATED ON PLAN) NIBCO T -113 D L7 MAIN PRESSURE LINE (COPPER) INSTALLED BETWEEN METER AND BACKFLOW (MINIMUM DEPTH 18 ") REFER TO SPEC FOR COPPER LINE A,B,C L5 MAIN PRESSURE LINE (CLASS 315 PVC FOR 2" & LARGER) (SCHEDULE 40 PVC FOR PIPE 1 -1/2" & SMALLER) JM EAGLE ALERTLINE OR APPROVED EQUAL A,B,C L5 (MINIMUM DEPTH 18 ") LATERAL NON - PRESSURE LINE - SCHEDULE 40 PVC - 3/4" MINIMUM SIZE) JM EAGLE ALERTLINE OR APPROVED EQUAL A,B,C L5 PIPE SLEEVES PVC - SCHEDULE 40 PVC (2 SIZES LARGER THAN MAIN OR LATERAL LINE) JM EAGLE ALERTLINE OR APPROVED EQUAL A,B,C L5 PB CONCRETE PULL BOX - APPROVED BY AGENCY BROOKS, CARSON OR APPROVED EQUAL 1 - 16 SDRSD DIRECT BURIAL CONTROL WIRE (SOLID COPPER - COLOR CODED) D L5 WIRE CONNECTION SPEARS DRI- SPLICE DS -100 E L5 SEALANT SPEARS DS -300 RECYCLED WATER SIGNAGE CHRISTY'S ID.SIGN.REC1218 c.n before you °j° VERIFY SCALES Avoid cutting underground utility fines. Its costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING © 0 ® 1 IF NOT ONE INCH ON OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY Kennedy /Jenks Consultants 10920 Via Frontera, Suite 110 San Diego, California, 92127 (858)- 676 -3620 0887113 MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE: PIPE UNDER TRAFFIC LOADS: MAIN PRESSURE LINES: LATERAL NON - PRESSURE LINES CONTROL WIRING: CONTROL WIRING PIPE UNDER TRAFFIC LOADS: CONVENTIONAL RCV 36" MINIMUM DEPTH 18" MINIMUM DEPTH 12" MINIMUM DEPTH 18" MINIMUM DEPTH 30" MINIMUM CONTROLLER LETTER AND STATION NUMBER SIZE OF REMOTE CONTROL VALVE 5. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PHASE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONDITIONS ON SITE AND CONTACTING THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATION COVERAGE IS 100% IN ALL PLANTING AREAS AS ACCEPTED BY THE LANDSCAPE ARCHITECT. 6. THE CONTRACTOR SHALL PROVIDE AN UP -TO -DATE AND COMPLETE "AS -BUILT RECORD SET OF PRINTS WHICH SHALL BE CORRECTED AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS- BUILT" SET TO A REPRODUCIBLE MYLAR, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. 7. SPECIMEN PLANT LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE SPECIMEN PLANT LOCATIONS PRIOR TO TRENCHING FOR PIPE. 8. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FAHRENHEIT. 9. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES OF DIRECTION AND WHERE RUNS EXCEED 200 FEET. SPLICES SHALL BE MADE ONLY IN PULL BOXES OR CONTROL VALVE BOXES ONLY. IRRIGATION NOTES 1. SYSTEMS ARE DESIGNED FOR 84 PSI AT POINT OF CONNECTION. MINIMUM PRESSURE IS 40 PSI AT MULTI - STREAM NOZZLE HEADS. DESIGN SETTING FOR PRESSURE REDUCING VALVE IS 70 PSI. 2. STATIC PRESSURE AT THE METER IS APPROXIMATELY 150 PSI RECORDED 1 -20 -10 BY COREY YOUNG, WITH KENNEDY JENKS. 3. THE IRRIGATION SYSTEM IS DESIGNED FOR THE USE OF RECYCLED WATER. CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE BEFORE INSTALLING IRRIGATION SYSTEM. 4. SCREEN FILTER AND BACKFLOW PREVENTER ASSEMBLY FROM VIEW BY PLACEMENT OF PLANT MATERIAL. DO NOT LOCATE IN COBBLE AREAS. VERIFY LOCATION WITH ENGINEER PRIOR TO INSTALLATION. 5. INSTALL ALL QUICK COUPLING VALVES AND REMOTE CONTROL VALVES PERPENDICULAR AND ADJACENT TO WALKS AND CURBS. GALLONS PER MINUTE PER SYSTEM 6. INSTALL ALL VALVES IN PLANTING AREAS AND ADJACENT TO PAVING WHERE POSSIBLE. PLACE NO MORE THAN THREE RCV BOXES TOGETHER AS INDICATED ON PLAN. EXISTING IRRIGATION SYSTEM NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND RE- ADJUSTING IRRIGATION EQUIPMENT, CUTTING AND CAPPING OF EXISTING IRRIGATION PIPE IN THE AREAS INDICATED ON THE DRAWINGS. PRIOR TO BIDDING THE PROJECT, THE CONTRACTOR SHALL VERIFY ON -SITE THE WORK TO BE DONE AND THE LIMIT OF WORK LINE FOR THOSE AREAS. 4 CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF EXISTING MAINLINE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. POP -UP HEADS SHALL BE LOCATED ADJACENT TO ALL PEDESTRIAN AREAS. ALL POP -UP HEADS SHALL BE INSTALLED SO THAT THE TOP OF THE IRRIGATION HEAD IS FLUSH WITH ADJACENT SURFACE AS INDICATED ON DETAIL. 8. CONTRACTOR SHALL USE ONLY POP -UP HEADS ADJACENT TO ALL WALKWAYS AND CURBS AND WHEREVER VANDALISM IS ANTICIPATED. 9. ADJUST SPRINKLER HEADS TO KEEP SPRAY OFF WALKS, WALLS, WINDOWS, BUILDINGS AND UTILITIES. 10. USE TWO WRAPS OF 3/4" TEFLON TAPE FOR ALL THREADED CONNECTIONS. CONTROLLER SHALL BE PROGRAMMED SO THAT WATER APPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE OR CAUSE RUN -OFF. APPLICATION RATE SHALL BE SUFFICIENT TO PREVENT ROOT STRESS. l GarLini &Garbini LANDSCAPE ARCHITECTURE URBAN DESIGN 715 "J" STREET, SUITE 307 SAN DIEGO, CALIFORNIA 92101 6191232 -4747 FAX (619)232 -4510 (5 / )Z''` m� I RECORD DRAWING (� /J11 p These Record Drawings have been prepared based on information provided by the > 69577 contractor, and others, in order to document actual constructed conditions of the facildies. 06 -30 -14 oC -Oy -13 REVISIONS PERMIT NUMBER I I- DATE CO RTE_ PM a- AS -BUILT PLANS FOR ROADWAY c9 ua GEOMETRIC AND ABOVE GROUND C) r� + + FEATURES 0_ DRAWING NO. a- T.CLARK � STATE REPRESENTATIVE DATE 0 O O Q_ THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER�,n'<u"+' AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL NONE VERTICAL NONE city °� z -- �' O1 �* ,', ;�j } " "" '' Encinitas GENERAL IRRIGATION NOTES RECOMMENDED APPROVED BY. BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT 1. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY ONLY. PIPING, VALVES, AND OTHER 00 , z z IRRIGATION FIXTURES SHALL BE LOCATED IN PLANTING AREAS WHENEVER POSSIBLE. N (V 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, 00 LOCATION OF WALLS, RETAINING WALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH C/) (n WALLS, UNDER ROADWAYS, PAVING, STRUCTURES AND OTHER OBSTRUCTIONS. IRRIGATION LEGEND AND NOTES Q d 3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT ELL (FOR CONTROL WIRE FOR as ate. IRRIGATION CONTROLLER) WITH ELECTRICIAN. 00 C. YOUNG 05 -31 -2013 4. CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED. 5. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PHASE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONDITIONS ON SITE AND CONTACTING THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATION COVERAGE IS 100% IN ALL PLANTING AREAS AS ACCEPTED BY THE LANDSCAPE ARCHITECT. 6. THE CONTRACTOR SHALL PROVIDE AN UP -TO -DATE AND COMPLETE "AS -BUILT RECORD SET OF PRINTS WHICH SHALL BE CORRECTED AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS- BUILT" SET TO A REPRODUCIBLE MYLAR, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. 7. SPECIMEN PLANT LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE SPECIMEN PLANT LOCATIONS PRIOR TO TRENCHING FOR PIPE. 8. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FAHRENHEIT. 9. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES OF DIRECTION AND WHERE RUNS EXCEED 200 FEET. SPLICES SHALL BE MADE ONLY IN PULL BOXES OR CONTROL VALVE BOXES ONLY. IRRIGATION NOTES 1. SYSTEMS ARE DESIGNED FOR 84 PSI AT POINT OF CONNECTION. MINIMUM PRESSURE IS 40 PSI AT MULTI - STREAM NOZZLE HEADS. DESIGN SETTING FOR PRESSURE REDUCING VALVE IS 70 PSI. 2. STATIC PRESSURE AT THE METER IS APPROXIMATELY 150 PSI RECORDED 1 -20 -10 BY COREY YOUNG, WITH KENNEDY JENKS. 3. THE IRRIGATION SYSTEM IS DESIGNED FOR THE USE OF RECYCLED WATER. CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE BEFORE INSTALLING IRRIGATION SYSTEM. 4. SCREEN FILTER AND BACKFLOW PREVENTER ASSEMBLY FROM VIEW BY PLACEMENT OF PLANT MATERIAL. DO NOT LOCATE IN COBBLE AREAS. VERIFY LOCATION WITH ENGINEER PRIOR TO INSTALLATION. 5. INSTALL ALL QUICK COUPLING VALVES AND REMOTE CONTROL VALVES PERPENDICULAR AND ADJACENT TO WALKS AND CURBS. GALLONS PER MINUTE PER SYSTEM 6. INSTALL ALL VALVES IN PLANTING AREAS AND ADJACENT TO PAVING WHERE POSSIBLE. PLACE NO MORE THAN THREE RCV BOXES TOGETHER AS INDICATED ON PLAN. EXISTING IRRIGATION SYSTEM NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND RE- ADJUSTING IRRIGATION EQUIPMENT, CUTTING AND CAPPING OF EXISTING IRRIGATION PIPE IN THE AREAS INDICATED ON THE DRAWINGS. PRIOR TO BIDDING THE PROJECT, THE CONTRACTOR SHALL VERIFY ON -SITE THE WORK TO BE DONE AND THE LIMIT OF WORK LINE FOR THOSE AREAS. 4 CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF EXISTING MAINLINE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. POP -UP HEADS SHALL BE LOCATED ADJACENT TO ALL PEDESTRIAN AREAS. ALL POP -UP HEADS SHALL BE INSTALLED SO THAT THE TOP OF THE IRRIGATION HEAD IS FLUSH WITH ADJACENT SURFACE AS INDICATED ON DETAIL. 8. CONTRACTOR SHALL USE ONLY POP -UP HEADS ADJACENT TO ALL WALKWAYS AND CURBS AND WHEREVER VANDALISM IS ANTICIPATED. 9. ADJUST SPRINKLER HEADS TO KEEP SPRAY OFF WALKS, WALLS, WINDOWS, BUILDINGS AND UTILITIES. 10. USE TWO WRAPS OF 3/4" TEFLON TAPE FOR ALL THREADED CONNECTIONS. CONTROLLER SHALL BE PROGRAMMED SO THAT WATER APPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE OR CAUSE RUN -OFF. APPLICATION RATE SHALL BE SUFFICIENT TO PREVENT ROOT STRESS. l GarLini &Garbini LANDSCAPE ARCHITECTURE URBAN DESIGN 715 "J" STREET, SUITE 307 SAN DIEGO, CALIFORNIA 92101 6191232 -4747 FAX (619)232 -4510 (5 / )Z''` m� I RECORD DRAWING (� /J11 p These Record Drawings have been prepared based on information provided by the > 69577 contractor, and others, in order to document actual constructed conditions of the facildies. 06 -30 -14 oC -Oy -13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE UtblUNtU APPROVALS CITY OF ENCINITAS DRAWING NO. W.RICKMAN T.CLARK G.GARBINI THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER�,n'<u"+' AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 HORIZONTAL NONE VERTICAL NONE city °� z -- �' O1 �* ,', ;�j } " "" '' Encinitas PLANS PREPARED UNDER SUPERVISION OF DATE: December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12/31/13 RECOMMENDED APPROVED BY. BY: EDWARD DEANE GLENN PRUIM R.C.E. NO. 48971 R.C.E. NO. 51274 DATE: DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT IRRIGATION LEGEND AND NOTES RECORD DRAWING C. YOUNG 05 -31 -2013 SHEET 54 OF 64 d ti 00 M M 0 N w Y_ m 3 7 Co r 0 m �I c cc L 0 SAN DIEGUITO WATER DISTRICT RECYCLED WATER STANDARD PLAN NOTES 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE W.A.S. STANDARDS 2) DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. 15) ON NEW ON -SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION MISTING. BETWEEN OTHER UTILITIES. 4) HOSE BIBBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 5) ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 17) IF A CONSTANT PRESSURE RECYCLED WATERLINE MUST BE INSTALLED ABOVE A POTABLE WATERLINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATERLINE, THEN THE RECYCLED WATERLINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH RULES AND REGULATIONS. 18) CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN THE SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF DIEGUITO WATER DISTRICT. ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGUITO WATER DISTRICT RULES AND 19) THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN DIEGUITO REGULATIONS. WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 10) NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS. 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21) AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS CONNECTION PROTECTION, THE SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT SCOTT CARR, SEJPA, AT 760.753.6203 EXT: 32 NAME PHONE NUMBER AFTER HOURS CONTACT RANCHO SANTE FE SECURITY, AT 800.303.8877 NAME PHONE NUMBER 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23) CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. 25) A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE v co M M O N d' to x a w Y 2 m 3 7 un co co 0 m m I Q `c L c 0 M Garhini&Garbini LANDSCAPE ARCHITECTURE URBAN Cal before you °gg VERIFY SCALES D E S I G N Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON 715 STREET, SUITE Call ORIGINAL DRAWING IE SAN DIEGO, CALIFORNIA 92101 IVI .... 0 0 ® 1 6191232 -4747 FAX 1619)232-4510 FE S1 Y9l IF NOT ONE INCH ON B OR THIS SHEET, ADJUST Q�p 1- 800 - 227 -2600 SCALES ACCORDINGLY y�cY 3 RECORD DRAWING Kennedy /Jenks Consultants � � These Record Drawings have been prepared based on information provided by the O . C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 EXP. 06-30-14 San Di(858) 676 362092127 �'q CI I\. `0(e- - 0887113 �� OF CNO 04-)3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY I DRAWN BY APPROVALS CITY OF ENCINITAS DRAWING NO. W.RICKMAN T. CLARK G.GARBINI THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY BRASS DISC THE HORIZONTAL NONE `rT, `'� city r. � ` r =.. PLANS PREPARED UNDER SUPERVISION OF DATE :December9,2010 RECOMMENDED BY. APPROVED BY: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT L3 IN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP OUTHERLY LAB OF THE LIVENH STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88 NONE VERTICAL` .;. -. of �'� Ica' # g x Encinitas . ,v MATT T A. TEBBE 1 TS R.C.E. NO.: C24087 ENGINEER EXP. 12/31!13 EDWARD DEANE R.C.E. NO. 48971 DATE: GLENN PRUIM R.C.E. NO. 51274 DATE: IRRIGATION NOTES SHEET 55 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 v co M M O N d' to x a w Y 2 m 3 7 un co co 0 m m I Q `c L c 0 M �l \ r 4y A8 1 1" / 19.29 i 1" im �r11v 1" 1 ". -1/2" 2" GV J. - 2" BV 1.. l � v �\ \ r y \\' t A6 1 1" 12.85 ay A5 1" \ 1 \��AA — 15.42 \ y yA� PERMIT NUMBER i 1- 00 RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: WATER METER LOCATION PER CIVIL DRAWINGS. CONTRACTOR TO VERIFY LOCATION OF WATER METER BEFORE CONSTRUCTION. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE EQUIPMENT WITHIN PLANTING AREAS WHEREVER POSSIBLE. AVOID PLACING EQUIPMENT IN FUTURE DRIVEWAY. TEMPORARY PLANTING IS INDICATED IN THE FUTURE DRIVEWAY AREA. CONTRACTOR SHALL INSTALL IRRIGATION HEADS ADJACENT TO FUTURE DRIVEWAY AS SHOWN AND PROVIDE THE FOLLOWING IRRIGATION NOZZLES TO THE OWNER FOR RETROFITTING THE SYSTEM (TO PREVENT OVERSPRAY) UPON INSTALLATION OF THE FUTURE DRIVEWAY: • MP3000 -90 - 4 TOTAL • MP3000 -180 - 1 TOTAL • MP2000 -180 - 1 TOTAL THE LOCATION OF ALL IRRIGATION SHUT OFF VALVES WITHIN THE CALTRANS RIGHT -OF -WAY SHALL HAVE A WHITE WATER VALVE MARKER (CARSONITE INTERNATIONAL OR EQUAL) INSTALLED ADJACENT TO EACH SHUT OFF VALVE. DECAL SHOULD READ, " CALTRANS WATER SHUTOFF" 'v > Alv 1.. \ 1 V 1 14.46 �t 1 FUTURE DRIVEWAY DO NOT PLACE VALVES ti OR HEADS WITHIN THIS 1" J � AREA. CROSSING , �\ 25.92 \ V � 1 -1/2" MAINLINE AND LATERALS SHALL BE IN SLEEVES y z . y IX y AUTOMATIC CONTROLLER'A' `N 12 STATION WITH RAIN TIPPING BUCKET \ f - - f * CONFIRM LOCATION WITH RESIDENT 1 -114 � V � ENGINEER PRIOR TO INSTALLATION V ' ` �` j 3 1 "� 4 >> \ l 1 1-1/2 ! '_ 6 RECYCLED WATER IRRIGATION \\ \ \ \ 2" GV BV-1 SIG NS SEE DETAIL D /L6 (TYP) 1" f 211 GV '�BV - v f / l \� i a ✓ f y /� 24.36 \l � �� V i � ' ;f , 1 /' �' � Ji /;� �� { ✓/ r /`st f /�, -jP<MS ', /f !% �/� i \ �Y ', ,-' � /.= /r \/ _ - -- 11 - \ \ 1 tTv �, 1 ' ( ; 1 �l f �f / / ,/ f•- / y/ y! . /N A4 1" 2.1 7 GRAPHIC SCALE (IN FEET) 20 10 0 10 20 40 1 INCH= 20 FT Gariini &Garbini POINT OF CONNECTION EQUIPMENT DESIGNED BY DRAWN BY CH LANDSCAPE 2" POINT OF CONNECTION AT METER _ SEE C I V I L ARCH I T E C T U RE URBAN " METER - SAME CIVIL D E S I G N Avoid �Or° YO" °b° VERIFY SCALES Avoid cutting underground „ utility lines. lrs costly. 2 SYSTEMS FILTER BAR IS ONE INCH ON 715 "J" STREET, SUITE 307 Call ORIGINAL DRAWING 1" REDUCED PRESSURE BACKFLOW PREVENTER. SAN DIEGO, CALIFORNIA 92101 ® 0 ® 1 1 -1/4" PRESSURE REDUCING VALVE 61 91 232-A747 FAx161 91 23 2 -451 0 QROFESS /p� IF NOT ONE INCH ON 1 -1/2" MASTER CONTROL VALVE. �a Or THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY 2" FLOW SENSOR. ?, RFCORD DRAWING; W These Record Drawings have been prepared based on information provided by the Kennedy /Jenks Consultants * CONFIRM LOCATION OF EQUIPMENT WITH RESIDENT ENGINEER No. C69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 PRIOR TO INSTALLATION s EXP. 06-30-14 San Diego, Califomia, 92127 q CIV11. @° (858)- 676 -3620 0887113 rF of cn��F° REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W.RICKMAN T. CLARK G.GARBINI APPROVALS CITY OF ENCINITAS DRAWING NO. U 144*X •2o•�T THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF L4 SURVEY 18416.A3.5 "BRASS DISC IN THE MIDDLE OF THE V 20' -0" ; *\ a DATE :December 9, 2010 gy. BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL a � �. STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER a of EDWARD DEANE GLENN PRUIM AVE., 65 FEET WESTERLY OF THE CENTER OF THE „_ "� '' MATT A. TEBBETTS Czao67 R.C.E. NO. 48971 R.C.E. NO. 51274 IRRIGATION PLAN 1 — 20' -0" R.C.E. NO. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL'S `° �„ Encinitas ENGINEER EXP 12/31/13 DATE: DATE: SHEET 560F 64 RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION= 34.664NAVD as ,, r III _m 1 ► *II0T[*X*T r. 1; V E 00 m Cl) 0 N C to x Q w W Y rn 3 a LO r- 0 cc m I Q c L C 0 Cl) STREET SURFACE 3.5 FT POTABLE LINE 12 INCH MINIMUM REQUIRED VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE — NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE W.A.S. STANDARDS. POTABLE SERVICE LINE CROSSING SECTION NO SCALE FINISH GRADE O U Z �IIIII I i _ t °` iI � Z n � s t _�-j r Lt- O W a j W - IN . t� O' MIN. . PVC OR COPPER PIPE IMPORTED TOPSOIL OR AMENDED ROCK FREE NATIVE SOIL SAND DETAILS NOT SHOWN ARE SAME AS DETAIL ON THE LEFT. MULTLIPLE PIPE INSTALLATION FOR LATERAL PIPE ONLY. SEE NOTE 6 FOR PRESSURE PIPE. NOTES 1. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% OR MORE. 2. ALL P.V.C. PIPE SHALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITH SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. 3. TEFLON TAPE, 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 4. THE LETTER W SHALL BE STAMPED OR CHISELED ON THE IMPROVEMENT (CURB- SIDEWALK) DIRECTLY ABOVE THE PRESSURE PIPELINE. 5. ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. 6. MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2 INCHES. 7. MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE: PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH MAIN PRESSURE LINES: 18" MINIMUM DEPTH LATERAL NON - PRESSURE LINES: 12" MINIMUM DEPTH CONTROL WIRING: 18" MINIMUM DEPTH CONTROL WIRING PIPE UNDER TRAFFIC LOADS: 30" MINIMUM DETAIL NOT USED (;� TRENCH FOR PIPE DETAIL STRIP WIRES APPROX. 5/8" FROM WIRE I IF O 00 SLIP BASE SOCKET OVER END OF WIRE APPLY SEALER TO INSIDE OF SEALING PLUG FILL CAVITY O PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE & CUT OFF EXCESS WIRE. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE P NO SCALE PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FINISHED GRADE FEATURES 01 STATE REPRESENTATIVE DATE T O BACKFILL TRENCH MARKER BEDDING MATERIAL WATER LINE ' .,. •:. DIRECT BURIAL CONTROL WIRE; TIE WIRES WITH A PLASTIC TAPE EVERY TEN FEET ALL WIRE TO BE LOCATED IN CONDUIT NORMAL LOCATIONS OF CONTROL WIRES i ? IMPORTED TOPSOIL OR i t 4" MIN. j AMENDED NATIVE SOIL 4 °'MIN. BACKFILL z TRENCH MARKER 2 M Am 04 qT BEDDING MATERIAL a P.V.C. CONDUIT DIRECT BURIAL CONTROL WIRES ALTERNATE LOCATION OF CONTROL WIRES NOTES: 1. BEDDING MATERIAL SHALL HAVE A SAND EQUIVALENT OF 50, MINIMUM. 2. PLACE A 3" WIDE RED CONTINUOUS PLASTIC TAPE TRENCH MARKER, 9" TO 12" BELOW FINISH GRADE, DIRECTLY ABOVE THE DIRECT BURIAL CONTROL WIRES. 3. LOCATE ALL CONTROL WIRES IN CONDUIT. DIRECT BURIAL CONTROL WIRE Iv J NO SCALE 1: Gari►ini tYlGarbini PUSH SEALING PLUG INTO LANDSCAPE BASE SOCKET ARCHITECTURE URBAN SNAP SEALING PLUG INTO PLACE. PUSH WIRES TO END OF D E S I G N �'"'�Or °''O" °a° VERIFY SCALES Avoidy lines underground DRI SPLICE BY SPEARS OR BASE SOCKET TO ASSURE 715 "1" STREET, SUITE 307 utltylines.Its cos6y. BAR IS ONE INCH ON APPROVED EQUAL COMPLETE SEALING OF CONNECTION Call ORIGINAL DRAWING SAN DIEGO,CAUPOR I 1 0 0 ® 1 NOTE: 4 6191232 -4747 Fnx16191232 -4510 ® ALL SPLICED WIRES SHALL O QROIESSip*` IF NOT ONE INCH ON BE IN BOXES. �� B Y OR THIS SHEET, ADJUST cY 1- 800 - 227 -2600 SCALES ACCORDINGLY V WIRE CONNECTOR m }jEC()Rn DRAWING Kennedy /Jenks Consultants � These Record Drawings have been prepared based on information provided by the 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 E mT EXP. \Q San Diego, California, 92127 NO SCALE qTF C1V1` E�� oc�y.13 (858)- 676 -3620 0887113 OF CAS DESIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W.RICKMANY T.C/LARK G. GAR NI APPROVALS CITY OF ENCINITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS 4 city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE AS SHOWN DATE :December 9, 2010 gY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL �§ f STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER ,A „T.,,a; Oy EDWARD DEANS GLENN PRUIM AVE., 65 FEET WESTERLY OF THE CENTER OF THE MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 IRRIGATION DETAILS AS SHOWN r�` NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL Encinitas " ' " ENGINEER ELEVATION = 34.664 NAVD 88 EXP. 12/31/13 DATE: DATE: RECORD DRAWING C. YOUNG 05 -31 -2013 SHEET 57 OF 6 CITY DRAWING NO. CS -610 C 00 M Ih O N x a w Y 2 3 00 CD CD mi u, a e c 2 0 SLOPE CONCRETE AWAY FROM CONDUIT FINISH GRADE U U a 3" AUTOMATIC CONTROLLER CLOCK IN A WEATHERPROOF, TAMPERPROOF, LOCKABLE CASE MOUNTED ON PEDESTAL RAINGUARD CASE PER MANUFACTURER'S SPECIFICATIONS SHALL BE BOLTED TO STIFFENER 1 1/2" X 1 1/2" X 1/4" ANGLE IRON PAINTED TO MATCH CASE) BASIC WIRING DIAGRAM PEDESTAL CASE CONTROLLER STATION 24 VAC g fn iv LEADS RAIN - w ih o COMMON GUARD 0000 w z ° 12" R MIN. W 564 - C - 3000 CONCRETE c9 SIDE VIEW (MIN AOUND CONDUITS) TO VAO ES IRE NOTES: CONTROLLER 1. WHERE TWO OR MORE CONTROLLERS ARE CABINET MOUNTED ON COMMON CONCRETE BASE, PEDESTAL CASE — A MINIMUM OF THREE INCHES SHALL BE 3/4" PVC CONDUIT LEFT BETWEEN CONTROLLER CABINETS. FOR POWER SUPPLY 2. ANCHOR CONTROLLER PEDESTAL TO BASE AS 2" PVC CONDUIT FOR REQUIRED BY MANUFACTURER. CONTROL WIRE 3. MAKE ALL ELECTRICAL CONNECTIONS INSIDE SLOPE CONCRETE CONTROLLER CABINET. AWAY FROM CONDUITS 4. FOR LOCATION OF SUPPLY CONDUIT AND CONDUCTORS, SEE ELECTRICAL PLANS. FINISH GRADE 5. STIFFENERS SHALL BE FASTENED TO CONTROLLER a: AND PEDESTAL CASES BY 3/16" X 3/4" O.N. CADMIUM p - PLATED STOVE BOLTS NOT MORE THAN 12" ON °• D r CENTER (MINIMUM 6 BOLTS PER STIFFENER). d ° p 6. CONTROLLER SHALL BE GROUNDED AT POWER VALVE CONTROL .4 SUPPLY BY GROUND WIRE. (BUSHING) 7. SEE WIRING DIAGRAM FOR CONNECTIONS BETWEEN ELEVATION SOIL MOISTURE CONTROL PANEL AND CONTROLLER. AUTOMATIC CONTROLLER PEDESTAL MOUNT WITH RAINGUARD DETAIL NO SCALE FILTER: AMIAD 2" T -SUPER MODEL — # 1- 2221 - 2151 -1020 INSTALL PER MANUFACTURER'S SPECIFICATIONS. BACKFLOW- PREVENTER ENCLOSURE W/ LOCK REFER TO LEGEND 4" DEEP 470 -C -2000 CONCRETE PAD C6 U w CL U) w w to 2" BALL VALVE ASSEMBLY PER SDRSD 1 -31 3" SHORT NIPPLE (TYPICAL BOTH SIDES) BACKFLOW PREVENTER ENCLOSURE W /LOCK UNION (COPPER) NIPPLE LENGTH AS REQUIRED 3" I- FINISH GRADE 2" SHRUB 8" LONG NIPPLE (TYPICAL BOTH SIDES) SCH. 40 PVC DRAIN LINE CONNECT TO P.V.C. SCH. 80 FEMALE ADAPTER SANITARY DRAIN LINE. 90 DEGREE ELL (TYPICAL) NOTES: (TYPICAL) 1. ALL EQUIPMENT SHALL BE INSTALLED PER CITY WATER DEPT. SPECIFICATIONS AND DETAILS. 2. ALL EQUIPMENT INCLUDING UNIONS, ELBOWS AND NIPPLES SHALL BE COPPER. 3. CLOSE NIPPLES SHALL NOT BE USED. 4. TEFLON TAPE 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 5. CONCRETE PAD SHALL BE 18" WIDE. 2" IN LINE FILTER ASSEMBLY DETAIL U I NO SCALE REDUCED PRESSURE BACKFLOW PREVENTER WITH BALL VALVES TEST COCK ON BOTH SIDES (TYPICAL) 3" SHORT NIPPLE (TYP.) PRESSURE NIPPLE - LENGTH REGULATOR AS REQUIRED - ASSEMBLY UNION WYE UNION z FINISH 4" it aD 8" GRADE (TYP.) Q a d a. d U 470 -C -2000 CLCONCRETE PAD 8" LONG NIPPLE (TYP.) W THRUST BLOCK - U) f 1 CUBIC FOOT (TYP.) d PVC PIPE 1 90 DEGREE ELL — NOTES: PVC SCH 80 FEMALE ADAPTER (TYP) 1. ADJUST SHRUB PLANTING TO SCREEN BACKFLOW PREVENTER ASSEMBLY. 2. ALL EQUIPMENT INCLUDING UNIONS, ELBOWS AND NIPPLES SHALL BE BRASS. 3. CLOSE NIPPLES SHALL NOT BE USED. 4. TEFLON TAPE 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 5. CONCRETE PAD SHALL BE 18" WIDE AND SHALL BE SET 1" ABOVE FINISH GRADE IN LAWN AREAS AND 2" ABOVE FINISH GRADE IN SHRUB AREAS. 6. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY CERTIFIED BACKFLOW TESTER PRIOR TO THE BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE LANDSCAPE ARCHITECT. REDUCED PRESSURE BACKFLOW PREVENTER PERMIT NUMBER I I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE WITH PRESSURE REGULATOR ASSEMBLY NO SCALE C 12" NOTES: 1. REFER TO SECTION 10400 OF THE O SPECIFICATOINS. THIS SIGHT IS IRRIGATED WITH LOCKABLE LID 2. SIGNS SHALL BE MANUFACTURED OF VALVE BOX FLUSH IN PAVED AREA; ALUMINUM SHEET, THICKNESS SHALL RECYCLED WATER (PER SPEC. 1 "LAWN AREA BE 18 GAGE. 02810 - 2.21) — 2" SHRUB AREA 3. THE SIGN SHALL INCORPORATE A d FLUSH IN PAVED AREA; PURPLE BACKGROUND WITH WHITE DO NOT NO TOME - CONCRETE VALVE BOX 1" IN LAWN AREA; LETTERS AND SYMBOLS. _ DRINK EL AGUA r ? 2 IN SHRUB AREA CONTROL WIRES MARK COVER "F.S." 18" LEAD (PIG TAILED) LENGTH 4. SIGNS SHALL BE MOUNTED ON A 4 "X4" P "- SAN DIEGUITO WATER DISTRICT :. PRESSURE TREATED POST 36" FROM PVC UNION RED BRASS FINISHED GRADE. ATTACH THE SIGN NIPPLE d' TO THE POST USING 1/4" X 2 -1/2" ° d ANODIZED LAG SCREWS AND 1 -1/2" BORDER MOUNTING SCREW RED BRASS WASHERS (2 EACH). TYPICAL ALL WOOD POST, CO 90 DEGREE d BRED AROUND (SEE NOTE 4) z z ELL o OF 14 FINISH GRADE — PVC NIPPLE = ci WATERPROOF I— U (TYP.) N d o CONNECTIONS ~BLACK a a _ W W LL RED Liu o 5 PIPE 10 PIPE I �.. a z W _ } = t. I BRASS z cj DIAMETERS DIAMETERS - I I NIPPLE J W °'G z 1 CU.FT. PEA z o- MAINLI I uWi cn AINLIN --- E GRAVEL SUMP ¢ Garjini F�Garbina I I. I; 1- (A g W ° d d a.d d LANDSCAPE Al ` °I — BRICK OR CONCRETE °. ARCHITECTURE N I. " : I : • !- SUPPORTS ALL AROUND d d ° a ' URBAN . . I ON COMPACTED ° dd ° .d _ _ DESIGN Cal before you Dig VERIFY SCALES I d. Z SUB -SOIL L: Avoid yline9 underground 4 FLOW SENSOR METER utility lines. Its costly. I.: - I. (METER) 715 "J" STREET, SUITE 307 PVC ELBOW 3/4 CU. FT. 470 -C -2000 d BAR IS ONE INCH ON d Call ORIGINAL DRAWING 1 ° I ° �._.�• �. (AS REQ'D.) CONCRETE ° FLOW SENSOR PIPE SAN DIEGO,CAUFORNIA 92101 o '_ 0 ®1 ' . PVC FEMALE 619)232-47A7 Fnx16191232 -4510 ® IF NOT ONE INCH ON 8n ADAPTER SCH 80 PVC REDUCER ®QROFESS /0�� OR THIS SHEET, ADJUST MAIN PRESSURE LINE �� I B. y 1 -800- 227 -2600 SCALES ACCORDINGLY RECYCLED WATER IRRIGATION SIGN MASTER CONTROL VALVE DETAIL FLOW SENSOR DETAIL '� 2 RFCORDDRAWINf m Kennedy /Jenks Consultants E F These Record Drawings have been prepared based on information provided by the . C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 D NO SCALE NO SCALE NO SCALE sT EXP. 06-30-14 San Diego, California, 92127 9TF CIVIL (858)- 676 -3620 0887113 of cnQ�o6— oct.l3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W.RICKMAN DRAWN T. CLARK I G. GARBINI APPROVALS CITY OF ENCINITAS DRAWING NO. U /GTS G to .13 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS Clty PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN //11 SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF `' 's a SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE AS SHOWN` -'::. DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER of MATT A. TEBBETTS EDWARD DEANE GLENN PRUIM AVE., 65 FEET WESTERLY OF THE CENTER OF THE ` R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 IRRIGATION DETAILS II NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ,r ENGINEER DATE: DATE: SHEET 580 ELEVATION = 34.664 NAVD 88 Encinitas EXP. 12/31/13 RECORD DRAWING C. YOUNG 05- 31- 2013 _ F 64 CITY DRAWING NO. CS -610 J 6 v R 00 M M 0 N V X LU Y 3 LO F- 00 0 C c 0 BOXES: 10" DIA. VALVE BOX: 1" VALVE 12" x 17" METER BOX: 1 -1/2" & 2" VALVES ALL LIDS SHALL BE MARKED "WATER ". SEE SPECS. FLUSH IN PAVED AREAS; 1" LAWN AREAS; 2" SHRUB AREAS ° c rt� .j 1 CU.FT. PEA J E h d GRAVEL SUMP a BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUBSOIL. PVC ELBOW (AS REQUIRED) NOTES MAIN PRESSURE LINE 1. ALL NIPPLES SHALL BE PVC SCHEDULE 80. 2. CLOSE NIPPLES SHALL NOT BE USED. 3. ALL FITTINGS SHALL BE PVC SCHEDULE 40. BRASS BALL VALVE DETAIL NO SCALE SEE NOTES FINISH GRADE 1 &2 9z==? F N O 2 M COUPLER KEY DOUBLE LUG � I RED BRASS RISER w 00 C) z U) RED BRASS COUPLING U 11r Z a RED BRASS NIPPLE 4" LONG RED BRASS 90 ELBOW REPLACEABLE LUGS ° d - PVC ELBOW OR TEE 470 -C -2000 CONCRETE d d ° 1/2 CU. FT. MINIMUM KEY FOR 2-1/2" MIN. RED BRASS NIPPLE, LOCK TOP 8" LONG ELEVATION NOTES: 1) QUICK COUPLER VALVES IN LAWN AREAS SHALL BE SET AT GRADE. 2) QUICK COUPLER VALVES IN SHRUB AREAS SHALL BE SET AT 2" ABOVE GRADE. 3) DIMENSIONS OF CONCRETE ARE MINIMUMS. 4) CLOSE NIPPLES SHALL NOT BE USED. 5) QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE 14 "114 "1 A 0 PVC ELBOW OR TEE M LOCKABLE LID SEE SPECS VALVE BOX - SEE SPECS N vii AUTOMATIC — w o CONTROL WIR 0 co TAPE TO PIPE N PVC UNION — Ir U w UJ w co a Of a. ° n . d FLOW CONTROL STEM PVC NIPPLE (TYP.) T��ql PVC ELBOW (AS REQ'D.) FLUSH IN PAVED AREA; 1" LAWN AREA; 2" SHRUB AREA MANUAL BLEED SCREW RISER d I d GATE VALVE WITH CROSS HANDLE ° s BRASS I2„ d ° a d BALL VALVE to W UU 0 w PVC o w z w O " UNION a. `) w w z N O � z w Z w a w a ° c rt� .j 1 CU.FT. PEA J E h d GRAVEL SUMP a BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUBSOIL. PVC ELBOW (AS REQUIRED) NOTES MAIN PRESSURE LINE 1. ALL NIPPLES SHALL BE PVC SCHEDULE 80. 2. CLOSE NIPPLES SHALL NOT BE USED. 3. ALL FITTINGS SHALL BE PVC SCHEDULE 40. BRASS BALL VALVE DETAIL NO SCALE SEE NOTES FINISH GRADE 1 &2 9z==? F N O 2 M COUPLER KEY DOUBLE LUG � I RED BRASS RISER w 00 C) z U) RED BRASS COUPLING U 11r Z a RED BRASS NIPPLE 4" LONG RED BRASS 90 ELBOW REPLACEABLE LUGS ° d - PVC ELBOW OR TEE 470 -C -2000 CONCRETE d d ° 1/2 CU. FT. MINIMUM KEY FOR 2-1/2" MIN. RED BRASS NIPPLE, LOCK TOP 8" LONG ELEVATION NOTES: 1) QUICK COUPLER VALVES IN LAWN AREAS SHALL BE SET AT GRADE. 2) QUICK COUPLER VALVES IN SHRUB AREAS SHALL BE SET AT 2" ABOVE GRADE. 3) DIMENSIONS OF CONCRETE ARE MINIMUMS. 4) CLOSE NIPPLES SHALL NOT BE USED. 5) QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE 14 "114 "1 A 0 PVC ELBOW OR TEE M LOCKABLE LID SEE SPECS VALVE BOX - SEE SPECS N vii AUTOMATIC — w o CONTROL WIR 0 co TAPE TO PIPE N PVC UNION — Ir U w UJ w co a Of a. ° n . d FLOW CONTROL STEM PVC NIPPLE (TYP.) T��ql PVC ELBOW (AS REQ'D.) FLUSH IN PAVED AREA; 1" LAWN AREA; 2" SHRUB AREA MANUAL BLEED SCREW RISER d I d GATE VALVE WITH CROSS HANDLE r PVC FEMALE ADAPTER MIN. 1 CU. FT. ' MIN. 1 CU. FT. d ° WITH BUSHING REDUCER PEA GRAVEL SUMP PEA GRAVEL SUMP BRICK OR CONCRETE SUPPORTS BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED RED BRASS NIPPLE, 8" LONG ALL AROUND ON COMPACTE MAINLINE FITTING SUB -SOIL PLAN VIEW SUB -SOIL MAIN PRESSURE LINE QUICK COUPLING VALVE DETAIL NO SCALE WALKS, CURBS, PAVING, OR OTHER CONCRETE IMPROVEMENTS 12" POP -UP 4-MINIMUM �rALLOWANCE FOR 10" MAXIMUM II LAYER OF MULCH ° s I2„ d ° d CIL UU o w _ M w 0 O " z z a. `) w w z N O � U Z w a w a ° d r PVC FEMALE ADAPTER MIN. 1 CU. FT. ' MIN. 1 CU. FT. d ° WITH BUSHING REDUCER PEA GRAVEL SUMP PEA GRAVEL SUMP BRICK OR CONCRETE SUPPORTS BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED RED BRASS NIPPLE, 8" LONG ALL AROUND ON COMPACTE MAINLINE FITTING SUB -SOIL PLAN VIEW SUB -SOIL MAIN PRESSURE LINE QUICK COUPLING VALVE DETAIL NO SCALE WALKS, CURBS, PAVING, OR OTHER CONCRETE IMPROVEMENTS 12" POP -UP 4-MINIMUM �rALLOWANCE FOR 10" MAXIMUM II LAYER OF MULCH a° d a *TEFLON TAPE ALL JOINTS FINISHED GRADE PVC LATERAL LINE STREET ELL (MIPT X FIPT) PVC TEE (REDUCING IF REQ.) SCHEDULE 80 THREADED NIPPLE (LENGTH AS REQUIRED) 6' MINIMUM d Q N = O I_ co w o w 0 w JQ N W U w d w a REMOTE CONTROL VALVE DETAIL NO SCALE 0 2 PERMIT NUMBER f I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE BOXES: 10" DIA. VALVE BOX: 1" VALVE 12" x 17" METER BOX: 1 -1/2" & 2" VALVES LIDS SHALL ALSO HAVE DECAL THAT READS'CALTRANS WATER SHUTOFF'. FLUSH IN PAVED AREAS; 1" LAWN AREA; 2" SHRUB AREA f co BRASS UNION — 6" THREADED BRASS NIPPLES (TYP.) BRASS COUPLINGS TYP.) MALE ADAPTER (TYP.) a d a, GATE VALVE DETAIL NO SCALE `- INLET Gariini &Garbini LANDSCAPE (2)- STREET ELLS ARCHITECTURE Av beTOre (FIPT X MIPT) YOU °E° VERIFY SCALES URBAN Avoid cutting underground D E S I G N utility lines. Its costly. BAR IS ONE INCH ON SIZE PIPING & FITTINGS PER SIZE OF POP -UP INLET: Call ORIGINAL DRAWING GEAR DRIVE - 3/4" INLET, ELLS & NIPPLES SAN DEGO,CEET, SUIT 92101 19 ® 0 ® 1 SPRAY - 1/2" INLET, ELLS & NIPPLES 61 91 23 2 -4747 FAxItS191232 -4510 QFIOFESS /p,�` IF NOT ONE INCH S 12" MULTI - STREAM B. y A OR THIS SHEET, ADJUST E y 1- 800 - 227 -2600 SCALES ACCORDINGLY � POP -UP DETAIL m RECORD DRAWING Kennedy /Jenks Consultants NO SCALE These Record Drawings have been prepared based on information provided by the 10920 Via Frontera, Suite 110 0. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. San Diego, California, 92127 EXP. 06 -30-14 (858)- 676 -3620 CP�qr CIV 11. 0887113 F OF CAQ 0(--ey-13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN T.CLARK CHECKED I BY APPROVALS CITY OF ENCINITAS DRAWING NO. S- U�GTS L� 620 /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF','�`"' "'-' SURVEY 18416. A 3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN �� DATE : December 9, 2010 BY, gy. SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP' STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER °"` O f MATT A. TEBBETTS EDWARD DEANE GLEE_ NO U5 M IRRIGATION DETAILS III AVE., 65 FEET WESTERLY OF THE CENTER OF THE R.GE. NO. C24O87 NORTHBOUND INTERSTATE HIGHWAY SFREEWAY OFF RAMP. VERTICAL AS SHOWN ti*'µ R.C.E. NO. 48971 R.C.E. NO. 51274 ELEVATION = 34.664 NAVD 86 V,.-,, Encinitas Exp. 12/31/13 DATE: DATE: SHEET 59 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 r ENGINEER CITY DRAWING NC) CS -R1f1 c4i m M 0 N V CO x U.1 °1 2 ° 1 I2„ d ° d a° d a *TEFLON TAPE ALL JOINTS FINISHED GRADE PVC LATERAL LINE STREET ELL (MIPT X FIPT) PVC TEE (REDUCING IF REQ.) SCHEDULE 80 THREADED NIPPLE (LENGTH AS REQUIRED) 6' MINIMUM d Q N = O I_ co w o w 0 w JQ N W U w d w a REMOTE CONTROL VALVE DETAIL NO SCALE 0 2 PERMIT NUMBER f I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE BOXES: 10" DIA. VALVE BOX: 1" VALVE 12" x 17" METER BOX: 1 -1/2" & 2" VALVES LIDS SHALL ALSO HAVE DECAL THAT READS'CALTRANS WATER SHUTOFF'. FLUSH IN PAVED AREAS; 1" LAWN AREA; 2" SHRUB AREA f co BRASS UNION — 6" THREADED BRASS NIPPLES (TYP.) BRASS COUPLINGS TYP.) MALE ADAPTER (TYP.) a d a, GATE VALVE DETAIL NO SCALE `- INLET Gariini &Garbini LANDSCAPE (2)- STREET ELLS ARCHITECTURE Av beTOre (FIPT X MIPT) YOU °E° VERIFY SCALES URBAN Avoid cutting underground D E S I G N utility lines. Its costly. BAR IS ONE INCH ON SIZE PIPING & FITTINGS PER SIZE OF POP -UP INLET: Call ORIGINAL DRAWING GEAR DRIVE - 3/4" INLET, ELLS & NIPPLES SAN DEGO,CEET, SUIT 92101 19 ® 0 ® 1 SPRAY - 1/2" INLET, ELLS & NIPPLES 61 91 23 2 -4747 FAxItS191232 -4510 QFIOFESS /p,�` IF NOT ONE INCH S 12" MULTI - STREAM B. y A OR THIS SHEET, ADJUST E y 1- 800 - 227 -2600 SCALES ACCORDINGLY � POP -UP DETAIL m RECORD DRAWING Kennedy /Jenks Consultants NO SCALE These Record Drawings have been prepared based on information provided by the 10920 Via Frontera, Suite 110 0. C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. San Diego, California, 92127 EXP. 06 -30-14 (858)- 676 -3620 CP�qr CIV 11. 0887113 F OF CAQ 0(--ey-13 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN T.CLARK CHECKED I BY APPROVALS CITY OF ENCINITAS DRAWING NO. S- U�GTS L� 620 /3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF','�`"' "'-' SURVEY 18416. A 3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN �� DATE : December 9, 2010 BY, gy. SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP' STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER °"` O f MATT A. TEBBETTS EDWARD DEANE GLEE_ NO U5 M IRRIGATION DETAILS III AVE., 65 FEET WESTERLY OF THE CENTER OF THE R.GE. NO. C24O87 NORTHBOUND INTERSTATE HIGHWAY SFREEWAY OFF RAMP. VERTICAL AS SHOWN ti*'µ R.C.E. NO. 48971 R.C.E. NO. 51274 ELEVATION = 34.664 NAVD 86 V,.-,, Encinitas Exp. 12/31/13 DATE: DATE: SHEET 59 OF 64 RECORD DRAWING C. YOUNG 05 -31 -2013 r ENGINEER CITY DRAWING NC) CS -R1f1 c4i m M 0 N V CO x U.1 °1 2 PLANT MATERIAL LEGEND MINIMUM HEIGHT GRAPHIC SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE AND SPREAD REMARKS DETAIL DWG TREES POP. FRE. POPULUS FREMONTII WESTERN COTTONWOOD 15 GAL. 4'X 2' % STANDARD & STRAIGHT TRUNK; FULL HEAD, GOOD A, D L10 ® CALIPER, STAKE. j 1 SAM. MEX. SAMBUCUS MEXICANA MEXICAN ELDERBERRY 15 GAL. TX 2' FULL AND BUSHY TO GROUND, GOOD COLOR A, D L10 O DESCRIPTION MANUFACTURER / MODEL COLOR / FINISHES REMARKS DETAIL DWG GRANITIC BASED SOUTHWEST BOULDER & STONE (OR APPROVED EQUAL) BOULDER STYLE: 'SIERRA' GRASSES AND GRASSLIKE SHRUBS L10 BOULDERS 5002 2nd STREET SIZE: 18 -24" (50 %) SECURE EDGES WITH JUTE MAT STAPLES AT ACH. MIL ACHILLEA MILLEFOLIUM O ; CEA. CON CEANOTHUS CONCHA CEANOTHUS , 5 GAL. 8" X 8" FULL & BUSHY TO GROUND, GOOD COLOR. B L10 p ARI. -------- - - - -- -- SHRUB FORM; FULL &BUSHY - — TO GROUND, GOOD -- - - - -, 6" CEA. 'HD' CEANOTHUS 'HEART'S DESIRE' HEART'S DESIRE' CEANOTHUS 1 GAL. - - -- - -- — 8" X 8" - -- COLOR, MINIMUM 3-4 STEMS - - - - -- -- -- - -- -- -- - B -- L10 - -- - -- - - - -- Ef - - - -- ERL ----------- FAS - -------- -- - - - - - -'' - ERIOGONUM FASCICULATUM - - -- CALIFORNIA BUCKWHEAT 1 GAL. 8" X 8" FULL & BUSHY TO GROUND, GOOD COLOR. B L10 FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 IVA. HAY. IVA HAYESIANA SAN DIEGO MARSH ELDER 1 GAL. 10" X 6" FULL & BUSHY TO GROUND, GOOD COLOR. B L10 B L10 MUH. RIG. MUHLENBERGIA RIGENS DEER GRASS 1 GAL. 6" i X 6" j FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 I MAL. FAS. MALACOTHAMNUS FASCICULATUS CHAPARRAL MALLOW 5 GAL. 8" X 4" FULL & BUSHY TO GROUND, GOOD COLOR. B L10 _ FULL &BUSHY TO GROUND, -- - GOOD COLOR, - - - -- - -- - - - - -- - Q MIR. BIG. MIRABILIS BIGELOVII DESERT FOUR O'CLOCK 1 GAL. 8" X 6" MINIMUM 2 -3 STEMS B L10 SHRUB FORM, FULL &BUSHY TO GROUND, GOOD O MYR. CAL. MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL. � 4'X 2' ! COLOR. B L10 O RHU. INT. RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL TX 2 FULL & BUSHY TO GROUND, GOOD COLOR. B L10 -- - - -- - - - -- - -- SAL. - CLE. - --------- SALVIA CLEVELANDII CLEVELAND SAGE 1 GAL. 12" X 12" FULL & BUSHY TO GROUND, - -- - GOOD COLOR. - - -. B - - - L10 SPH. MAL. SPHAERALCEA MALVAEFLORA DWARF CHECKER MALLOW 1 GAL. 8" X 6" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 I VINES CAL. MAC. CALYSTEGIA MACROSTEGIA'ANACAPA PINK' CONSTRUCTION MATERIAL LEGEND ISLAND MORNING GLORY 1 GAL. SPREADING VINE; FULL & BUSHY TO GROUND, SECURE TO ADJACENT SURFACE. SYMBOL DESCRIPTION MANUFACTURER / MODEL COLOR / FINISHES REMARKS DETAIL DWG GRANITIC BASED SOUTHWEST BOULDER & STONE (OR APPROVED EQUAL) BOULDER STYLE: 'SIERRA' GRASSES AND GRASSLIKE F L10 BOULDERS 5002 2nd STREET SIZE: 18 -24" (50 %) SECURE EDGES WITH JUTE MAT STAPLES AT ACH. MIL ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL. 4" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 36-48" (25 %) EDGES. p ARI. PUR. ARISTIDA PURPUREA PURPLE THREE AWN 1 GAL. 6" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 ® CAR. PRA. CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 1 GAL. 4" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 D JUN. PAT. JUNCUS PATENS CALIFORNIA GREY RUSH 1 GAL. 10 X 4 FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 MUH. RIG. MUHLENBERGIA RIGENS DEER GRASS 1 GAL. 6" i X 6" j FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 I I VINES CAL. MAC. CALYSTEGIA MACROSTEGIA'ANACAPA PINK' CONSTRUCTION MATERIAL LEGEND ISLAND MORNING GLORY 1 GAL. SPREADING VINE; FULL & BUSHY TO GROUND, SECURE TO ADJACENT SURFACE. SYMBOL DESCRIPTION MANUFACTURER / MODEL COLOR / FINISHES REMARKS DETAIL DWG GRANITIC BASED SOUTHWEST BOULDER & STONE (OR APPROVED EQUAL) BOULDER STYLE: 'SIERRA' PLACE FILTER FABRIC UNDER ALL COBBLE AREAS. F L10 BOULDERS 5002 2nd STREET SIZE: 18 -24" (50 %) SECURE EDGES WITH JUTE MAT STAPLES AT FALLBROOK, CA 92028 24 -36" (25 %) CORNERS AND A MINIMUM OF T SPACING ALONG TELE: (760) 451 -3333 36-48" (25 %) EDGES. C i L10 PERMIT NUMBER 11- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE PLANTING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES. LANDSCAPE AREAS SHALL BE FINISH GRADED AT A MINIMUM OF 2 %. 3. LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND EXCESS SOIL. CONTRACTOR SHALL STOCKPILE EXCESS SOIL AND HAUL AWAY AT END OF PROJECT. 4. FINISH SOIL SHALL BE 2 INCHES BELOW TOP OF PAVING IN PLANTING AREAS. 5. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AMENDING SOIL SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF REPRESENTATIVE SOIL SAMPLES TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING WORK. 6. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED FROM THE SITE. 7. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION FOR HOLES. 8. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM STRUCTURES. CENTER OF SHRUBS AND GROUNDCOVER SHALL BE LOCATED A MINIMUM AND UNIFORM DISTANCE OF 24 INCHES FROM WALLS AND CONCRETE IMPROVEMENTS. DISTANCE SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 9. LOCATE AND ALIGN DOUBLE STAKES FOR TREES PERPENDICULAR TO PREVAILING WINDS. 10. PLACE A 2 INCH LAYER OF BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. DO NOT PLACE BARK MULCH ON SLOPES GREATER THAN THREE TO ONE (3:1). 11. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE LANDSCAPE ARCHITECT AND THE OWNER. 12. QUANTITIES SHOWN ON PLANTING PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS INDICATED SUPERSEDE QUANTITIES SHOWN. 13. CONTRACTOR SHALL INSTALL ROOT BARRIERS FOR ALL TREES WHICH ARE LOCATED WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. EXTEND 8 FEET FROM CENTERLINE OF TREE IN BOTH DIRECTIONS ALONG CONCRETE IMPROVEMENT (A SINGLE LENGTH OF ROOTGUARD FOR A SINGLE TREE WOULD BE 16 FEET). CONSTRUCTION NOTES 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS, CALIFORNIA WATER EFFICIENT LANDSCAPE PROGRAM (CHAPTER 23.26) AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, THE CONTRACTOR SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) TOGETHER WITH THE LATEST ADOPTED EDITIONS OF THE REGIONAL AND CITY OF ENCINITAS SUPPLEMENT AMENDMENTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL REFER TO ENGINEER'S DRAWING FOR SPOT ELEVATIONS AND ON -SITE DRAINAGE. 5. ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF WALL UNLESS INDICATED OTHERWISE. 6. FINISH GRADE SHALL BE THREE INCHES (3 ") BELOW CONCRETE FLAT WORK FOR BARK MULCH AREAS AND FOUR INCHES (4 ") BELOW CONCRETE FLAT WORK FOR DECOMPOSED GRANITE AREAS. DECOMPOSED GRANITE SURFACE SHALL BE FLUSH WITH ADJACENT SURFACE AND COMPOSITION HEADER BOARD TO MINIMIZE TRIPPING HAZARD. FINISH GRADE OF UNIMPROVED DIRT AREAS SHALL BE A MINIMUM OF ONE (1 ") INCH BELOW CONCRETE IMPROVEMENT. MIN. TREE /IMPROVEMENT SEPARATION DISTANCE: (Garhini &Garbini TRAFFIC SIGNAL / STOP SIGN - 20 FEET LAN S C A P E I UNDERGROUND UTILITY LINES - 5 FEET A R C H T E C T U R E URBAN ABOVE GROUND UTILITY STRUCTURES - 10 FEET D E S I G N Cal beOg you °EO Avoid cutting u nderground VERIFY SCALES SEWERS -10 FEET Av underground utility lines. It's costly. BAR IS ONE INCH ON DRIVEWAYS - 10 FEET 715 "J" STREET, SUITE 307 Call ORIGINAL DRAWING SAN DIEGO, CALIFORNIA 92101 © .. ® 1 Q 619)232-4747 FAx 61 0 o QROFES{S/Ip� IF O ONE INCH O B OR THSSHEET,ADJUST �� p 1- 800 - 227 -2600 SCALES ACCORDINGLY ?n RECORD DRAWING These Record Drawings have been prepared based on information provided by the No. C 69577 Kennedy /Jenks Consultants EXP. 06 30 14 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 t5 INC, San Diego, California, 92127 CIV0. (858)- 676 -3620 0887113 F OF CA`�FO o6'04'1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W.RICKMAN DRA T. CLARK G.GARBINIY APPROVALS CITY OF ENCINITAS DRAWING NO. .4 S- U /GTf e if •l0•13 THE BENCHMARK FOR THIS SURVEY 15 THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF e A SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE NONE ;�' DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT ]`'�/ SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL , Tp STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER au". ? o EDWARD DEANE GLENN PRUIM STATION, LOCATED E NORTH SIDE MATT A. TEBBETTS R.C.E. NO.: C24087 R.C.E. NO. 48971 R.C.E. NO. 51274 PLANTING LEGEND AND NOTES NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL NONE ,"- a..t ENGINEER RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION = 34.664 NAVD 88 Encinitas EXP. 12/31/13 DATE: DATE: SHEET 6O OF CITY DRAWING NO. CS -6-6 10 J M IT 0 N M I .. 3 v m LO 00 3 mi N a c 0 M QDLJ AAA] JUN PAT I rrAD DDA ur u r mll I rcA run• �S. � C PERMIT NUMBER 1I- CE RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE I p i 1 GAL - � 37 ACH MIL �F /l 1 G AL GRAPHIC SCALE (IN FEET) 32 ARI PURY� 20 10 0 10 20 40 1 GAL 1 INCH = 20 FT Garbini &Garbini , r LANDSCAPE A R C H I T E C T U RE URBAN DESIGN Cal before you Ogg VERIFY SCALES Avoid cutting underground utility lines. ifs costly. BAR IS ONE INCH ON 715 "J" STREET, SUITE 307 Call ORIGINAL DRAWING SAN DIEGO, CALIFORNIA 92101 61 91 23 2 -4747 FAx16191232 -4510 8 0 ®1 �oQROFESSIp�� IF NOT ONE INCH ON �� ( B <` OR THIS SHEET, ADJUST 1- 800 - 227 -2600 SCALES ACCORDINGLY ; RFCRR❑ DRAWING Cr These Record Drawings have been prepared based on information provided by the o. C 69577 Kennedy /Jenks Consultants EXP. 06 -30 -14 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 San Diego, California, 92127 �TF ICAI� 0 6 -oY -13 0887113 OF REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DE I Y BY HE Y APPROVALS CITY OF ENCINITAS DRAWING NO. W. RICKMAN I T. CLARK I G. GARBINI THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO.CCE04F OLIVENHAIN SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY 18416 .A3.5 " BRASS DISC IN THE MIDDLE OF THE 1 °= 20' -0" ` .x, �f DATE :December9,2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL <.� ''.. ' - STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER v rt$ MATT A. TEBBETTS EDWARD DEANS GLEE. NO. 5 M AVE., 65 FEET WESTERLY OF THE CENTER OF THE n R.C.E. NO.: C24OH7 R.C.E. NO. 48971 R.C.E. NO. 51274 PLANTING PLAN 1 = 20� -0, NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL•"„ `- Encinitas ENGINEER EXP. RECORD DRAWING C. YOUNG 05 -31 -2013 ELEVATION= 34.664NAVD 88 12/31/13 DATE: DATE: SHEET 61 OF 64 CITY DRAWING NO. CS -610 a LD M M O N M to Z Q M M 3 a m a LO r- 00 0 m� Q c to L c m 0 TF 2- 1 \V V 1 ✓TILL v vl✓ 1 1 I TREE PLANTING AND DOUBLE STAKING DETAIL NO SCALE DETAIL NOT USED TOP OF CURB, — RAISED PLANTER, OR PAVING FINISH GRADE AT EXISTING SLOPE (WHERE APPLICABLE) FINISH GRADE AT SLOPE AREA (WHERE APPLICABLE) WATERING BASIN (SEE SPECIFICATIONS) FINISH GRADE PLANTING TABLETS: SET 3" BELOW FINISH GRADE PLANTING BACKFILL (NATIVE OR NOW NATIVE; SEE PLANTING NOTES) FENCE SPREAD VINE AND SECURE TO FENCE WITH 'STURDY -VINE' BY OUTDOOR SEASONS, OR APPROVED EQUAL SET ROOTBALL DIRECTLY ADJACENT TO FENCE FINISH GRADE PLANTING TABLETS: PLACE MIDWAY BETWEEN ROOTBALL & FIN. GRADE CONCRETE IMPROVEMENT BACKFILL —� NOTE: CONTRACTOR SHALL SET VINES 1" ABOVE SURROUNDING GRADE AND DRAIN A MIN OF 2% AWAY FROM ROOT CROWN 2% J; PERMIT NUMBER 1I- CO RTE_ PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE CURB SIDEWALK/MAINTENANCE STRIP TREE PLANTING 5' -0" [—F BACKFILL OR III FINISH GRADE 95% COMPACTED SUBGRADE ROOT CONTROL BARRIER NOTE: 1. TOP OF BARRIER MUST BE AT FINISH GRADE. 2. INSTALL BARRIER WITH RIBS FACING THE TREE, AND PER MANUFACTURER'S RECOMMENDATIONS. GROUND LO( MUST FACE l n• q Imp F.1 I i:i 11:4 1.I, SIDEWALK/MAINTENANCE STRIP APPLICATION rz SHRUB PLANTING DETAIL VINE PLANTING AT FENCE DETAIL TREE ROOT BARRIER - 1 SIDE INSTALLATION NO SCALE NO SCALE " DETAIL NOT TO SCALE U) LU 18" - 48" DIA. BOULDERS, 1/2 BURIED IN SOIL. REFER TO LANDSCAPE CONST. LEGEND FOR VENDOR / VARIETY OF BOULDER. FINAL BOULDER LOCATIONS PER LANDSCAPE ARCHITECT. TOP OF COBLE FILTER FABRIC STAKED ON GRADE (MIRAFI 140N OR APPROVED EQUAL) NOTES 1. FINISH GRADE SHALL BE 3" BELOW TOP OF CURB IN COBBLE AREA AND 2" BELOW BELOW IN PLANTING AREA. BOULDER DETAIL ,yr�-a.��.�ir�rrx� . �, D ti WE M V co O N Cl) NO SCALE J SCALE: 3/4" = 1'- 0'I Garhini &Garbini LANDSCAPE ARCHITECTURE URBAN Cal before you °a° VERIFY SCALES D E S I G N Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 715 "1" STREET, SUITE 30O, SAN DIEG CALIFORNIA 92101 1 ®.. 0 ® 1 0' 6191232 -4747 FAx(619)232 -4510 IF NOT ONE INCH ON p4� OFESSi �'9! B. OR THIS SHEET, ADJUST % F 1- 800 - 227 -2600 SCALES ACCORDINGLY �k� Q V RECORD DRAWING Kennedy /Jenks Cons u Ita nts A These Record Drawings have been prepared based on information provided by the . C 69577 contractor, and others, in order to document actual constructed conditions of the facilities. 10920 Via Frontera, Suite 110 EXP. 06-30-14 San Diego, California, 92127 tT �Q C 9T NIL 0� (858)- 676 -3620 F OF \F� 04'043 0887113 CAl REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DE I NEDBY RAW Y APPROVALS CITY OF ENCINITAS DRAWING NO. W. RICKMAN T. CLARK G. GARBINI INI U /LTS Zv •/ THE BENCHMARK FOR THIS SURVEY IS THE CITY OFENCINITAS SURVEY CONTROL POINT "1044" AS SHOWN ON RECORD OF SURVEY OUTHERLY EDGE BETE DISC LAB OF HE MI DDLE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP OLIV NHAIN STATION, LOCATED ON THE NORTH SIDE OF MANCHESTER AVE., 65 FEET WESTERLY OF THE CENTER OF THEE„ NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. ELEVATION = 34.664 NAVD 88w HORIZONTAL AS SHOWN VERTICAL AS SHOWN.,,,' , a � x. ,.aya++'`' - .nx"'"4., f Clt y O Encinitas PLANS PREPARED UNDER SUPERVISION OF DATE :December 9, 2010 MATT A. TEBBETTS R.C.E. NO.: C24087 ENGINEER EXP. 12!31 /13 RECOMMENDED BY. EDWARD DEANE R.C.Ei. NO. 48971 DATE: APPROVED BY. GLENN PRUIM R.C.E. NO. 51274 DATE: WORK PROJECT NO. CCE04F OLIVENHAIN SEWER PUMP STATION IMPROVEMENT PROJECT L 10 PLANTING DETAILS RECORD DRAWING C. YOUNG 05 -31 -2013 SHEET 62 OF 64 ,yr�-a.��.�ir�rrx� . �, D ti WE M V co O N Cl)