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8754I LOCATION TYP NITS LOCATION MAP CARLSBAD SAN MARCOS 15 O 78 AMPORT RD p QP�O•Tj w 44r £ yP a V �P W pa LAp qtr COSTA AVE OMWD"W,.. OFFICES a OLrvENNP PROJECT VICINITY NCI As I HODGES a vo ea ••` a[Nz� O \OS NHN DEL E INIT S W P� SOLANA ss RANCHO SANTA FE BEACH LMMSSANTAFERD D MAR RO VIP OE \AVADE p R� 3AN OHO PACIFIC OCEAN s� DELN q eEaHrsRo w Nrs VICINITY MAP UNAUTHORIZED CHANGES A USES: The engineer preparing these plans will not be responsible for, or liable for, U unauthorized changes to or uses of these plans. All CELSOC changes to the plans must be in writing and must be n] L_o approved by the preparer of these plans. C) � 4 WLIVFN AI c Municipal Water District PLANS FOR THE CONSTRUCTION OF VILLAGE PARK RECYCLED WATER PROJECT PART 1 OF 2 OMWD WO NUMBER 179963 OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 Olivenhain Road Encinitas, CA 92024 (760) 753 -6466 BOARD OF DIRECTORS LAWRENCE A. WATT, PRESIDENT CHRISTY GUERIN, VICE PRESIDENT EDMUND K. SPRAGUE, TREASURER GERALD E. VARTY, SECRETARY ROBERT F. TOPOLOVAC, DIRECTOR ( " 1 9.18 GEORGE R. BRIEST, P.E., R.C.E. C048853 DATE ENGINEERING MANAGER Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for jab site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. '(I X RECYCLED MWD VILLAGE PARK WATER PROJECT THE BASIS OF BEARINGS FOR THIS PROJECT IS THE INVERSE OF THE CCS83, ZONE 6, 1991.35 EPOCH ADJUSTMENT COORDINATES OF THE FOLLOWING SURVEY MONUMENTS FROM RECORD OF SURVEY NO. 18416, CITY OF ENCINITAS SURVEY CONTROL: ENC -21 A 2 -1/2" BRASS DISK STAMPED R.C.E. 94161N A WELL MONUMENT ON THE CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLO WSPRING DRIVE. NORTHING = 1965268.244 FEET EASTING = 6257064.577 FEET ENC -28 A 2 -1/2" BRASS DISK STAMPED L.S. 56631N A WELL MONUMENT AT THE CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE. NORTHING = 1963311.462 FEET EASTING = 6253728.722 FEET THE BEARING BETWEEN THESE TWO POINTS IS NORTH 59 036116" EAST, 3867.42 FEET (3867.37 FEET MEASURED). BENCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT IS ROS 18416 POINT NUMBER 1028, ENC -28. MONUMENT IS A 2 -112" BRASS DISK STAMPED L.S. 5663 IN A WELL MONUMENT AT THE CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE. NAVD88 ELEVATION = 250.48 FEET CITY OF ENCINITAS SEE BID DRAWING GLENN PRUIM, PE CITY ENGINEER THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER DATE lF3 o v c SHEET I DRAWING 1 139 G-� of 1 179963 W Z z J CO U J Q 'Z V_ Q O U Q W ma 0 c n] L_o a 1 � C) r+ y° A �1 3 N 3 O• U -a Q L; < H Q Vim- m C: m o m W F x � W SHEET I DRAWING 1 139 G-� of 1 179963 W Z z J CO U J Q 'Z V_ Q O U W N O c Y a 1 � r+ OJ �1 F � U � Q W H Q n o W ^ 4 x � W n J — W Yn > J j c\t � U I= y W I= rooms M ^rpU SHEET I DRAWING 1 139 G-� of 1 179963 W Z z J CO U J Q 'Z V_ Q O U W N O c Y a � aw F � Q W H Q n a� W W _ J — W Yn > J j � U I= W I= SHEET I DRAWING 1 139 G-� of 1 179963 W Z z J CO U J Q 'Z V_ Q O SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SHEETINDEX E -14 SHEETINDEX DWG NO TITLE SHEET NUMBER DWG NO TITLE G -1 TITLE SHEET (PART 1 OF 2) 57 C -50 PLAN AND PROFILE STA 510 +00 TO 512 +76 G -2 SHEETINDEX 116 TC -1 AND STA 500 +00 TO 502 +29 G -3 KEY MAP - C -50A PLAN AND PROFILE STA 600 +00 TO STA 608 +37 G -4 NOTES, LEGEND, AND ABBREVIATIONS - C -50B PLAN AND PROFILE STA 700 +00 TO STA 708 +41 G -5 GENERAL NOTES 58 C -51 WIEGAND TANK - SITE PLAN G -6 GENERAL NOTES 59 C -52 WIEGAND TANK - INLET /OUTLET PIPING PLAN G -7 WORK AREA MAP 60 C -53 PUMP STATION - SITE PLAN R -1 REFERENCE DRAWING- SURVEY 61 C -54 PUMP STATION - SECTIONS &DETAILS 127 MONUMENTS 62 C -55 PUMP STATION DETAILS C -1 PLAN AND PROFILE STA 10 +22 TO 18 +00 63 C -56 IRRIGATION SITE PLAN - SCHOOLS C -2 PLAN AND PROFILE STA 18 +00 TO 26 +00 64 C -57 PAVING PLAN KEY MAP (SEE BID DRAWINGS) C -3 PLAN AND PROFILE STA 26 +00 TO 34 +00 65 C -58 PAVING PLAN (SEE BID DRAWINGS) C -4 PLAN AND PROFILE STA 34 +00 TO 38 +80 66 C -59 PAVING PLAN (SEE BID DRAWINGS) C -5 PLAN AND PROFILE STA 50 +00 TO 58 +00 67 C -60 PAVING PLAN (SEE BID DRAWINGS) C -6 PLAN AND PROFILE STA 58 +00 TO 66 +00 68 C -61 PAVING PLAN (SEE BID DRAWINGS) C -7 PLAN AND PROFILE STA 66 +00 TO 70 +52 69 C -62 PAVING PLAN (SEE BID DRAWINGS) C -8 PLAN AND PROFILE STA 80 +39 TO 88 +00 70 C -63 PAVING PLAN (SEE BID DRAWINGS) C -9 PLAN AND PROFILE STA 88 +00 TO 96 +00 71 C -64 PAVING PLAN (SEE BID DRAWINGS) C -10 PLAN AND PROFILE STA 96 +00 TO 104 +00 72 C -65 PAVING PLAN (SEE BID DRAWINGS) C -11 PLAN AND PROFILE STA 104 +00 TO 112 +00 73 C -66 PAVING PLAN (SEE BID DRAWINGS) C -12 PLAN AND PROFILE STA 112 +00 TO 120 +00 74 C -67 PAVING PLAN (SEE BID DRAWINGS) C -13 PLAN AND PROFILE STA 120 +00 TO 128 +00 75 C -68 PAVING PLAN (SEE BID DRAWINGS) C -14 PLAN AND PROFILE STA 128 +00 TO 136 +50 76 C -69 PAVEMENT RESTORATION TYPICAL SECTIONS (SEE BID DRAWINGS) C -15 PLAN AND PROFILE STA 136 +50 TO 144 +22 77 CD -1 PIPELINE DETAILS C -16 NOT IN CONTRACT 78 CD -2 CATHODIC PROTECTION DETAILS C -17 PLAN AND PROFILE STA 160 +00 TO 160 +66 79 CD -3 STANDARD DRAWINGS (SEE BID DRAWINGS) C -18 PLAN AND PROFILE STA 180 +00 TO 188 +00 80 CD -4 STANDARD DRAWINGS (SEE BID DRAWINGS) C -19 PLAN AND PROFILE STA 188 +00 TO 195 +50 81 CD -5 STANDARD DRAWINGS (SEE BID DRAWINGS) C -20 PLAN AND PROFILE STA 202 +86 TO 206 +41 82 CD -6 STANDARD DRAWINGS (SEE BID DRAWINGS) C -21 PLAN AND PROFILE STA 210 +00 TO 218 +00 83 CD -7 STANDARD DRAWINGS (SEE BID DRAWINGS) C -22 PLAN AND PROFILE STA 218 +00 TO 225 +10 84 CD -8 STANDARD DRAWINGS (SEE BID DRAWINGS) C -23 PLAN AND PROFILE STA 241 +55 TO 249 +03 85 CD -9 STANDARD DRAWINGS (SEE BID DRAWINGS) C -24 PLAN AND PROFILE STA 250 +00 TO 258 +00 86 CD -10 STANDARD DRAWINGS (SEE BID DRAWINGS) C -25 PLAN AND PROFILE STA 258 +00 TO 266 +00 87 CD -11 STANDARD DRAWINGS (SEE BID DRAWINGS) C -26 PLAN AND PROFILE STA 266 +00 TO 274 +16 88 CD -12 STANDARD DRAWINGS (SEE BID DRAWINGS) C -27 PLAN AND PROFILE STA 300 +00 TO 308 +00 89 CD -13 CIVIL DETAILS C -28 PLAN AND PROFILE STA 308 +00 TO 316 +00 90 M -1 EXISTING WIEGAND RESERVOIR MAKE -UP WATER PLAN C -29 PLAN AND PROFILE STA 316 +00 TO 321 +32 of139 (i -2 AND SECTION C -30 PLAN AND PROFILE STA 330 +00 TO 336 +45 91 M -2 METER VAULTS PLANS AND SECTIONS C -31 PLAN AND PROFILE STA 340 +00 TO 348 +00 92 M -3 METER VAULT AND AIR GAP DETAIL PLANS AND SECTIONS C -32 PLAN AND PROFILE STA 348 +00 TO 355 +50 93 M -4 VILLAGE PARK RW PUMP STATION C -33 PLAN AND PROFILE STA 361 +00 TO 367 +50 94 M -5 VILLAGE PARK RW PUMP STATION - DETAILS C -34 PLAN AND PROFILE STA 550 +00 TO 551 +94 95 MD -1 MISCELLANEOUS DETAILS C -35 PLAN AND PROFILE STA 382 +15 TO 387 +43 96 G -8 TITLE SHEET (PART 2 OF 2) C -36 PLAN AND PROFILE STA 391 +60 TO 398 +00 97 G -9 SHEETINDEX C -37 PLAN AND PROFILE STA 398 +00 TO 406 +00 98 E -1 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS C -38 PLAN AND PROFILE STA 406 +00 TO 414 +00 99 E -2 VILLAGE PARK PUMP STATION ELECTRICAL SITE PLAN C -39 PLAN AND PROFILE STA 414 +00 TO 422 +00 100 E -3 WIEGAND TANK ELECTRICAL SITE PLAN C -40 PLAN AND PROFILE STA 422 +00 TO 430 +00 101 E-4 VILLAGE PARK PUMP STATION SINGLE LINE DIAGRAM C -41 PLAN AND PROFILE STA 430 +00 TO 438 +00 102 E -5 THORNTON PUMP STATION AND ALTITUDE VALVE POWER AND C -42 PLAN AND PROFILE STA 355 +50 TO 358 +78 SIGNAL PLAN AND 438 +00 TO 439 +35 103 E -6 METER VAULTS POWER AND SIGNAL PLAN C -43 PLAN AND PROFILE STA 450 +00 TO 457 +00 104 E -7 ELECTRICAL SCHEDULES C -44 PLAN AND PROFILE STA 457 +00 TO 463 +09 105 E -8 ELECTRICAL DETAILS C -45 PLAN AND PROFILE STA 470 +00 TO 478 +00 106 E -9 TYPICAL CELLULAR MODEM ENCLOSURE C -46 PLAN AND PROFILE STA 478 +00 TO 482 +32 107 E -10 SEJPA RTU CONTROL DIAGRAM 1 C -47 PLAN AND PROFILE STA 490 +00 TO 496 +12 108 E -11 SEJPA RTU CONTROL DIAGRAM 2 C -48 PLAN AND PROFILE STA 520 +00 TO 524 +58 109 E -12 SEJPA RTU CONTROL DIAGRAM 3 C -49 PLAN AND PROFILE STA 530 +00 TO 532 +72 110 E -13 SEJPA RTU CONTROL DIAGRAM 4 SHEETINDEX SHEET NUMBER DWG NO TITLE 111 E -14 SEJPA RTU LAYOUT DIAGRAM 112 L -1 IRRIGATION PLAN AND NOTES 113 L -2 IRRIGATION DETAILS 114 L -3 IRRIGATION DETAILS 115 L-4 PLANTING PLAN, DETAILS AND NOTES 116 TC -1 TRAFFIC CONTROL (SEE BID DRAWINGS) 117 TC -2 TRAFFIC CONTROL (SEE BID DRAWINGS) 118 TC -3 TRAFFIC CONTROL (SEE BID DRAWINGS) 119 TC -4 TRAFFIC CONTROL (SEE BID DRAWINGS) 120 TC -5 TRAFFIC CONTROL (SEE BID DRAWINGS) 121 TC -6 TRAFFIC CONTROL (SEE BID DRAWINGS) 122 TC -7 TRAFFIC CONTROL (SEE BID DRAWINGS) 123 TC -8 TRAFFIC CONTROL (SEE BID DRAWINGS) 124 TC -9 TRAFFIC CONTROL (SEE BID DRAWINGS) 125 TC -10 TRAFFIC CONTROL (SEE BID DRAWINGS) 126 TC -11 TRAFFIC CONTROL (SEE BID DRAWINGS) 127 TC -12 TRAFFIC CONTROL (SEE BID DRAWINGS) 128 TC -13 TRAFFIC CONTROL (SEE BID DRAWINGS) 129 TC -14 TRAFFIC CONTROL (SEE BID DRAWINGS) 130 TC -15 TRAFFIC CONTROL (SEE BID DRAWINGS) 131 TC -16 TRAFFIC CONTROL (SEE BID DRAWINGS) 132 TC -17 TRAFFIC CONTROL (SEE BID DRAWINGS) 133 TC -18 TRAFFIC CONTROL (SEE BID DRAWINGS) 134 TC -19 TRAFFIC CONTROL (SEE BID DRAWINGS) 135 SA -1 STAGING AREA (SEE BID DRAWINGS) 136 SA -2 STAGING AREA (SEE BID DRAWINGS) 137 SA -3 STAGING AREA (SEE BID DRAWINGS) 138 SA -4 STAGING AREA (SEE BID DRAWINGS) 139 SA -5 STAGING AREA (SEE BID DRAWINGS) THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER e 9 mac, s , n 19 e``� oP O V LM oN� QO e °o r h' yQN3 a� n Lz yF GK IH Q � � QO I s. m n GK IH Q � � r000 � ~ C C W V = W = 0 Y � _ IL x W IL LU Z W Q () F W Q J_ W H w CO J U z_ V Z - W w J U co Q SHEET DRA'RING 2 of139 (i -2 Z_ 179963 0 0 j � FIRE STATIONI I II IU U PARK DR OAK CREST MIDDLE SCHOOL J SCALE: 1' = 400' 0 200 400 DIEGUEN SCHO MIDDLE J FLORA VISTA Q F e SCHOOL 1/ ELEMENTARY SCHOOL C� m c % w °z u" V Ss CLEF' RD y PIPELINE VALLEY �,gP- N --x-1� DELETED FROM C EpPQ CONTRACT ti a• GRD '•� J G C- n/ o () FIRE 1 \ (l1 ' = STATION EEN p \YN\ U CS COO LNG WY o m o C- JOLINA DUNSMORE \gym\ C- 1$ WY, 1 1 iCT /� C -5 C -6 FLAIR ENCINITAS DR SHEET NUMBER, TYP C -7 PROPOSED PIPELINE, TYP O m f In a 3 0 \\ V \\ C m A O M \ O� v;\\ l- \ WILLOWSPRING DRS O II mi ml l i g li -3 A EE LN A 2 c0 G 5p Si NR LN C-4 l Z2 Z .! r• GOUNTRYF{AVEN RD U PARK DALE V o q C LANE SCHOOL 3 C -56 I~ a c � U ARK DALE L 2 O v � w 0 3 W m i �a F3 a LU LU g W J � Y / J �as RECORD DRAWING Lu Lu THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSIONq� -37 PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED S SHEET DRAWING CORRECT, ACCURATE, OR COMPLETE. USERS OF IS RECORD DRAWING ARE ADVISED TO PERFORM 040 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 * S X39 G-3 3 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES 'f/q C1 y1� Of SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF 0A1.1fOF THE FIELD DATA. 1 79963 (n Z J U (n J Q z 0 cc 0 U: =omo. °= o �° nro3 h' a3�3 �• an L: a F i g li -3 A EE LN A 2 c0 G 5p Si NR LN C-4 l Z2 Z .! r• GOUNTRYF{AVEN RD U PARK DALE V o q C LANE SCHOOL 3 C -56 I~ a c � U ARK DALE L 2 O v � w 0 3 W m i �a F3 a LU LU g W J � Y / J �as RECORD DRAWING Lu Lu THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSIONq� -37 PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED S SHEET DRAWING CORRECT, ACCURATE, OR COMPLETE. USERS OF IS RECORD DRAWING ARE ADVISED TO PERFORM 040 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 * S X39 G-3 3 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES 'f/q C1 y1� Of SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF 0A1.1fOF THE FIELD DATA. 1 79963 (n Z J U (n J Q z 0 cc 0 WORK TO BE DONE THE WORK INCLUDES BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: CONSTRUCT 12 -INCH AND SMALLER RECYCLED WATER PIPELINES AND APPURTENANCES; RELOCATE EXISTING POTABLE WATER PIPELINES; INSTALL PRE - FABRICATED PUMP STATION; CONSTRUCT ELECTRICAL, CIVIL AND LANDSCAPE IMPROVEMENTS; SITE RESTORATION AND ALL INCIDENTAL WORK AS SHOWN OR REQUIRED IN THE CONTRACT DOCUMENTS. STANDARD SPECIFICATIONS AND DRAWINGS IN ORDER OF PRECEDENCE: 1. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES (LATEST EDITION). REVISIONS THERETO, AS CONTAINED IN THESE PROJECT SPECIFIC DRAWINGS AND SPECIFICATIONS, SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS AND DRAWINGS. 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). 3. SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). CONTACTS AGENCY CONTACTNAME PHONE NUMBER OLIVENHAIN MUNICIPAL GEORGE BRIEST (760) 753 -6466 WATER DISTRICT ACI AMERICAN CONCRETE INSTITUTE 1966 OLIVENHAIN ROAD OUTSIDE DIAMETER ANG ENCINITAS, CA 92024 OMWD OLIVENHAIN MUNICIPAL WATER DISTRICT SAN ELIJO JOINT AMERICAN NATIONAL STANDARDS OR POWERS AUTHORITY CHRISTOPHER TREES (760) 753 -6203 CITY OF ENCINITAS OCCUPATIONAL SAFETY & HEALTH APPROX APPROXIMATELY GREG SHIELDS (760) 633 -2778 LEUCADIA AMERICAN SOCIETY OF TESTING AND EXIST WATER ABANDONED WASTEWATER DISTRICT FRANK REYNAGA (760) 753 -0155 SAN DIEGO GAS & PULL BOX AWWA ELECTRIC KIM DONOVAN (760) 739 -7427 571 ENTERPRISE ST y PP ESCONDIDO, CA 92029 BC BEGIN CURVE SAN DIEGO GAS & POUNDS PER SQUARE INCH BG ELECTRIC - LAND COLLEEN FIND (858) 637 -7989 MANAGEMENT BEGIN VERTICAL CURVE PUE MAIL STOP SDI 170 EXIST WATER VALVE P.O. BOX 129831 POLYVINYL CHLORIDE C, CAN SAN DIEGO, CA 92112 PVI POINT OF VERTICAL INTERSECTION KINDER MORGAN CONCRETE ANCHOR OR CALIFORNIA PW POTABLE WATER JORDAN NEUNER (310) 628 -7350 SAN DIEGUITO WATER CI DISTRICT CHRISTINA OLSON (760) 633 -2792 CELSOC CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA UNAUTHORIZED CHANGES & USE: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS C MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ® tdQ�F�I: iR�ilfi] �IdQ�Yli' L�ili7:% IH: i��3l :L'rIIJ:IdKi7:7ST�IN�ri7il:. GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY ° CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 3 CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DIG CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CNJFORNU AC ASPHALT CONCRETE OC ON CENTER ACI AMERICAN CONCRETE INSTITUTE OD OUTSIDE DIAMETER ANG ANGLE OMWD OLIVENHAIN MUNICIPAL WATER DISTRICT ANSI AMERICAN NATIONAL STANDARDS OR OFFICIAL RECORD EXIST STORM DRAIN INSTITUTE OSHA OCCUPATIONAL SAFETY & HEALTH APPROX APPROXIMATELY EXIST WATER ADMINISTRATION ASTM AMERICAN SOCIETY OF TESTING AND EXIST WATER ABANDONED 0 H -H IS' 'WU AC -H H 9 -x- N- EXIST TREE MATERIALS PB PULL BOX AWWA AMERICAN WATER WORKS ASSOCIATION FED PEDESTAL EXIST BLOW OFF y PP POWER POLE BC BEGIN CURVE PSI POUNDS PER SQUARE INCH BG BELOW GRADE PT POINT BVC BEGIN VERTICAL CURVE PUE PUBLIC UTILITY EASEMENT EXIST WATER VALVE PVC POLYVINYL CHLORIDE C, CAN CABLE TV PVI POINT OF VERTICAL INTERSECTION CA CONCRETE ANCHOR OR CALIFORNIA PW POTABLE WATER CBC CALIFORNIA BUILDING CODE (PER RECORD MAP) CI CASTIRON R RADIUS CL CENTERLINE OR CLASS R/W RIGHT OF WAY CLR CLEAR OR CLEARANCE RCP REINFORCED CONCRETE PIPE COE CITYOFENCINITAS REINF REINFORCED /REINFORCEMENT COMM COMMUNICATION READ REQUIRED CONC CONCRETE RG ROUGH GRADING CONN CONNECT ROS RECORD OF SURVEY CONT CONTINUOUS RPBP REDUCED PRESSURE BACKFLOW CY CUBIC YARDS Y PREVENTER W RW RECYCLED WATER DBL DOUBLE DG DISINTEGRATED GRANITE S SLOPE OR SOUTH DI DRAIN INLET OR DUCTILE IRON SCH SCHEDULE DIA DIAMETER SD STORM DRAIN DR DIMENSION RATIO SDRSD SAN DIEGO REGIONAL STANDARD DWG(S) DRAWING(S) DRAWINGS D/W DRIVEWAY SF SQUARE FEET J SHT SHEET E ELECTRIC, EAST OR EASTING SPECS SPECIFICATIONS EA EACH SO SQUARE EAS EMULSION - AGGREGATE SLURRY SS,SST STAINLESS STEEL EASMT EASEMENT SSPWC STANDARD SPECIFICATIONS FOR PUBLIC EC END CURVE WORKS CONSTRUCTION ELEV,EL ELEVATION ST STREET EVC END VERTICAL CURVE STA STATION EW EACH WAY STD STANDARD EX, EXIST EXISTING STL STEEL STRUCT STRUCTURAL FICA FLANGE COUPLING ADAPTER SWPPP STORM WATER POLLUTION FG FINISH GRADE to Q PREVENTION PLAN FL FLOW LINE Or1s9 G -4 FLG FLANGE t THICKNESS FO FIBER OPTIC T TELEPHONE FS FINISH SURFACE T &B TOP AND BOTTOM FT (OR I) FOOT /FEET TB THRUSTBLOCK TBD TO BE DETERMINED G GAS TIC TOP OF CURB GB GRADEBREAK TEMP TEMPORARY GP GUARD POST TG TOP OF GRATING GV GATE VALVE THK THICK TP TOP OF PAVEMENT H, HORIZ HORIZONTAL TYP TYPICAL HDC HIGH DEFLECTION COUPLING HGL HYDRAULIC GRADE LINE UG UNDERGROUND HP HIGH POINT, HIGH PRESSURE, or HORSE LINK UNKNOWN POWER LINO UNLESS NOTED OTHERWISE HWL HIGH WATER LEVEL V, VERT VERTICAL IE, INV INVERT ELEVATION IN (OR ") INCH W WEST OR WIDTH IRR IRRIGATION W, WTR WATER W/ WITH L LENGTH W/O WITHOUT LB POUNDS WM WATER METER LF LINEAR FOOT WO WORK ORDER LWL LOW WATER LEVEL WWM WELDED WIRE MESH MAX MAXIMUM & AND MFR MANUFACTURER ± PLUS OR MINUS MIN MINIMUM N NORTH OR NORTHING NTS NOT TO SCALE SECTION AND DETAIL IDENTIFICATION SYSTEM NO NUMBER THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER SECTION CALL OUT SECTION LETTER DETAIL NUMBER DETAIL CALL OUT oh B c- DRAWING WHERE DRAWING ON WHICH SECTION IS SHOWN DETAIL APPEARS SECTION TITLE DETAIL TITLE SECTION LETTER DETAIL NUMBER SECTION A DETAIL 3 SCALE: DRAWING FROM WHICH C-1 SCALE: SECTION IS CUT LEGEND IMPROVEMENTS PIPELINE (RECYCLED WATER, WATER) THRUSTBLOCK VALVE CONCRETE EARTH (SECTION) CONCRETE (SECTION) CUT AND PLUG /CAP AIR VALVE BLOWOFF CATHODIC TEST STATION RWSERVICE (2"ANDSMALLER) (3" AND LARGER) EXISTING EXIST CONCRETE EXIST ASPHALT CEMENT EXISTTOPOGRAPHY - EXIST FENCE EXIST CABLE EXISTELECTRIC EXIST TRAFFIC SIGNAL EXIST FIBER OPTIC - EXIST GAS SYMBOL 11400 F 1= III = III =11I TRW -0ORW 550----, OR c CAN E E TO TO SIZE VARIES EXIST OVERHEAD UTILITIES -- OR -- OR EXIST SEWER CLEAN OUT SIZE VARIES EXIST RECYCLED WATER I2 -Rw EXIST SIGN SIZEE MATERIAL VARIES EXISTSEWER —R � EXIST STREET LIGHT ON PP SIZE & PIPE MATERIAL VARIES EXIST FORCE MAIN -6 FM (PVC) - "FM (PVC)- EXIST SEWER MH Aa rSaE- EXIST STORM DRAIN _________ I$ EXISTTELEPHONE - -- T EXIST TEL PS szea vlvE MArEawivnalEs EXIST WATER a w ACP�aE EXIST TRAFFIC SIGNAL PB &PIPEMAreR1ALVARIEs EXIST WATER ABANDONED 0 H -H IS' 'WU AC -H H 9 -x- N- EXIST TREE o EXIST AIR VALVE Al EXSIT BACKFLOW PREVENTER F57 EXIST BOLLARD EXIST BLOW OFF y EXIST CAN PED EXIST CATHODIC TEST STATION m EXIST GUY WIRE EXIST ELEC PS E] EXIST FH C� EXIST FIRE SERVICE EXIST GAS METER EXIST WATER VALVE EXIST IRR METER IF EXIST SURVEY MRKR e EXIST MAILBOX D EXIST MH O EXIST SURVEY MONUMENT D EXIST SURVEY MONUMENT (PER RECORD MAP) EXIST PULL BOX EXIST PP X EXIST WATER METER C EXIST RETAINING WALL EXIST RW METER FVO EXIST SEWER CLEAN OUT O EXIST SD MH EXIST SIGN EXIST STREET LIGHT EXIST STREET LIGHT ON PP EXIST STREET LIGHT PB ED EXIST SEWER MH OO EXIST SEWER VALVE ID EXIST TEL MH OT EXIST TEL PS 0 EXIST TRAFFIC SIGNAL ° EXIST TRAFFIC SIGNAL PB 0 EXIST TRAFFIC SIGNAL W/ STREET LIGHT e 9 mac, s , n 19 e`` oP O V oN� cD �e co I Tp h yQN3 �2' moo GK IH Q � � cD co I moo GK IH Q � � y 0 a mC� rooms M � SD m O � ~ C C W U) 2 V 0 _ Lu F = mm') R Y � W �a m IL w a W Q 2 J Z 111 2 > J O L) j z V U) z lJJ F J O' O Z Q U to Q SHEET DRAWING 4 Or1s9 G -4 z 179963 0 POTABLE WATER SYSTEM NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (ELECTRONIC SUBMITTAL) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA "TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION BEING PERFORMED IN PUBLIC RIGHT -OF -WAY OR UTILITY EASEMENTS. (DIG ALERT PHONE: al 1) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BY POTHOLING BEFORE ANY CONSTRUCTION BEGINS. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAMMATICALLY AND ARE BASED ON FIELD RESEARCH, AVAILABLE RECORD DRAWINGS OR ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION, BEARING, AND INCLINATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW WORK. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW FINISH STREET GRADE. 11. ALL PVC PIPE DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF HIGH DEFLECTION JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWO STANDARD SPECIFICATIONS. RECYCLED WATER SYSTEM NOTES 1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON - POTABLE WATER SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO, 175, DATED MARCH 1989, AND ALL SUBSEQUENT AMENDMENTS. 2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (ELECTRONIC SUBMITTAL) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 5. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALIOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. S. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION BEING PERFORMED IN PUBLIC RIGHT -OF -WAY OR UTILITY EASEMENTS. (DIG ALERT PHONE: 811) 9. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BY POTHOLING BEFORE ANY CONSTRUCTION BEGINS. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAMMATICALLY AND ARE BASED ON FIELD RESEARCH, AVAILABLE RECORD DRAWINGS OR ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION, BEARING, AND INCLINATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW WORK. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES. 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. LOCATING WIRE TEST STATIONS SHALL BE INSTALLED AT MIDPOINT BETWEEN PIPELINE APPURTENANCES WHERE THE DISTANCE BETWEEN APPURTENANCES EXCEEDS 600 FEET. 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AW WA C 900, WITH TWO CONTINUOUS METALLIC TAPE STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BESET AT TOP OF PIPE AND AT 24., ABOVE THE PIPE. 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 604NCHES BELOW FINISH STREET GRADE. 13. ALL PVC PIPE DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF HIGH DEFLECTION JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 14. MANUAL AIR RELEASES SHALL BE INSTALLED ATALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. MANUAL AIR RELEASES AND BLOW -OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE OR NOTED ON THE DRAWINGS. 15. INSTALL RECYCLED WATER SERVICES IS) IN ACCORDANCE WITH SIZE 3 DEFINED ON THE DRAWINGS. LOCATIONS () () OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICTS INSPECTOR. 3 141NCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL RECYCLED WATER SERVICES CROSSINGS. 16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 17. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN THE SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 23. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. GENERAL NOTES 1. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAMMATICALLY AND APPROXIMATELY AND ARE BASED ON AS -BUILT DRAWINGS AND THE ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL CROSSING UTILITIES AND PARALLEL UTILITIES THAT ARE LOCATED WITHIN 5 FEET OF THE PROPOSED PIPE ALIGNMENT AND VERIFY THE SIZE, MATERIAL, HORIZONTAL & VERTICAL LOCATION, BEARING, AND INCLINATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW WORK. CONDUCT POTHOLING ACTIVITIES AFTER ALIGNMENT STAKING AND PRIOR TO SAW CUTTING OF PAVEMENTS. THE CONTRACTOR SHALL SCHEDULE THE WORK TO INCLUDE PERIOD OFTEN WORKING DAYS FOR DESIGN REVISIONS, AT NO ADDITIONAL COST TO THE DISTRICT, IN LOCATIONS WHERE ADVANCE POTHOLING IS SPECIFICALLY NOTED ON THE DRAWINGS AND UTILITY CONFLICTS ARE DISCOVERED DURING THE COURSE OF POTHOLING. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES AT THE WORK SITE. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DEPTHS OF EXISTING SEWER MAINS THAT CROSS UNDER, AND WITHIN 3 FEET OF, THE PROPOSED PIPELINE BY MEASURING THE DEPTH TO INVERT OF EACH NEAREST MANHOLE LOCATED ON SIDE OF THE PROPOSED PIPELINE. 3. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE 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 AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. II 4. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES THAT CROSS OR PARALLEL THE PROPOSED WORK IN ACCORDANCE WITH THE STANDARDS OF THE UTILITY OWNER, THE DISTRICT OR THE STANDARD PLANS FOR Imm O L: Nm° Mo O - W U: -ova Q O -m0 PUBLIC WORKS CONSTRUCTION. THE METHOD OF UTILITY SUPPORT OR PROTECTION SHALL BE APPROVED BY r+ �° z aaw x THE DISTRICT. THE MINIMUM VERTICAL SEPARATION BETWEEN CROSSING UTILITIES SHALL BE 1 F007 UNLESS OTHERWISE APPROVED BY THE DISTRICT. '� � a Q m x 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES REQUIRED TO PROTECT ADJACENT PROPERTIES AND IMPROVEMENTS DURING ALL PROJECT OPERATIONS. DAMAGED OR DESTROYED ITEMS SHALL BE REPAIRED OR REPLACED TO THE CONDITION EXISTING PRIOR TO WORK BY THE CONTRACTOR AT NO COST TO THE DISTRICT. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'SACT. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS THAT ARE LOCATED WITHIN 10 FEET OF THE CENTERLINE OF CONSTRUCTION BY COVERING THE MONUMENTS WITH 1 -INCH THICK STEEL PLATE DURING EXCAVATION AND BACKFILL OPERATIONS OR SHALL EMPLOY ALTERNATIVE PROTECTION MEASURES NECESSARY TO AVOID DISTURBANCE OR DAMAGE TO THE MONUMENTS. ALTERNATIVE PROTECTION MEASURES SHALL BE SUBMITTED FOR DISTRICT REVIEW AND APPROVAL IN ACCORDANCE WITH SECTION 01300. THE CAP OF ANY MONUMENT WITHIN THE WORK AREA SHALL BE RAISED TO MATCH FINISHED GRADE. 7. THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS -BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. 8. CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION STAGING AREAS WITH THE DISTRICT PRIOR TO MOBILIZATION. 9. WORK HOURS SHALL BE BETWEEN THE HOURS OF 7:00 AM TO 5:00 PM, MONDAY THOUGH FRIDAY. NO WORK OF ANY KIND, INCLUDING WARMING UP OR MOVEMENT OF EQUIPMENT IS PERMITTED OUTSIDE THESE HOURS OF OPERATION. 10. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK AS -BUILT PLANS FOR ALL NEW IMPROVEMENTS SHOWN ON THESE PLANS. 11. FINISH GRADE OF NEW CONCRETE PAVING SHALL CONFORM TO EXISTING SITE GRADES OR AS SHOWN ON THESE DRAWINGS AS DIRECTED BY THE ENGINEER. STRAIGHT GRADES SHALL BE MAINTAINED BETWEEN FINISH ELEVATIONS AS SHOWN. 12. ALL SURPLUS EXCAVATED SOIL AND DEBRIS SHALL BE LEGALLY DISPOSED OFF SITE. ALL COSTS FOR TRANSPORTATION AND DISPOSAL SHALL BE INCLUDED IN THEIR APPURTENANT ITEMS OF WORK. ESTIMATED QUANTITIES FOR EARTHWORK AND IMPORTED MATERIALS ARE APPROXIMATE AND CONTRACTOR SHALL DEVELOP HIS/HER OWN ESTIMATES FOR BIDDING PURPOSES. 13. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DISTRICT AND INFRASTRUCTURE ENGINEERING CORPORATION, ITS EMPLOYEES, OFFICERS, OR AGENTS HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF THE ENGINEER IN PROVIDING ITS SERVICES. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER Qi° Imm O L: Nm° Mo O �� u° sao W U: -ova O -m0 O r+ �° nro3 rA' 3�3 aaw a �• a°n L: a O O Q a� Q J SHEET I DRAWING nf139 G -5 179963 W U 2 2 W coJ U J Q Z_ 0 CC O Imm O U O W O O r+ C] N F aaw � O O Q a� Q J 0 W � d � a V N 3 w O v Fes/ N w NH f4 o d U O U m co C U A W SHEET I DRAWING nf139 G -5 179963 W U 2 2 W coJ U J Q Z_ 0 CC O Imm U W O �a F aaw = W Q Q J 0 W � J � V V W w SHEET I DRAWING nf139 G -5 179963 W U 2 2 W coJ U J Q Z_ 0 CC O C CITY OF ENCINITAS NOTES 1. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE CITY OF ENCINITAS FIRE DEPARTMENT, FIRE PREVENTION AT 760- 633 -2820 AT LEAST 72 HOURS IN ADVANCE OF ANY STREET CLOSURES OR POTABLE WATERLINE SHUTDOWNS. CONTRACTOR SHALL CONTACT COUNTY OF SAN DIEGO SHERIFF'S DEPARTMENT, ENCINITAS STATION AT 760- 966 -3500 AT LEAST 72 HOURS IN ADVANCE OF ANY STREET CLOSURES OR DETOURS. 2. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE CITY OF ENCINITAS FIRE DEPARTMENT, FIRE PREVENTION AT 760- 633 -2820 AT LEAST 72 HOURS IN ADVANCE OF WORK IN BALOUR DRIVE. WORK IN BALOUR DRIVE SHALL NOT INTERFERE WITH RESPONSE FROM FIRE STATION #5 LOCATED AT 540 BALOUR DRIVE. AT LEAST ONE DRIVEWAY ACCESS TO THE FIRE STATION SHALL BE MAINTAINED CLEAR AND UNOBSTRUCTED AT ALL TIMES. 3. TREES WITH TRUNKS GREATER THAN 3" IN DIAMETER SHALL BE HANDLED BY THE CONTRACTOR ACCORDING TO THE FOLLOWING REQUIREMENTS: • ALL TREES IN THE VICINITY OF THE PROJECT WEST OF VIA CANTEBRIA, ALONG ZONA GALE ROAD, AND AROUND WIEGAND RESERVOIR AND THORNTON PUMP STATION SHALL BE PROTECTED IN PLACE. • ALL TREES WITH TRUNKS THAT ARE LOCATED OUTSIDE THE DISTRICT'S EASEMENT BETWEEN VIA CANTEBRIA AND EL CAMINO REAL SHALL BE PROTECTED IN PLACE. • THE DRAWINGS IDENTIFY SPECIFIC TREES ALONG THE DISTRICT EASEMENT EAST OF VIA CANTEBRIA THAT CONTRACTOR SHALL EITHER PROTECT IN PLACE OR REMOVE. • FOR ANY TREE, OR TREE CLUSTER, THAT IS NOT SPECIFICALLY DESIGNATED FOR PROTECTION OR REMOVAL ON THE DRAWINGS OR AS DESCRIBED ABOVE, THE CONTRACTOR MAY CHOOSE TO EITHER PROTECT THE TREE, OR TREE CLUSTER, IN PLACE, OR THE CONTRACTOR MAY REQUEST TO REMOVE THE TREE AND REIMBURSE OMWD FOR THE TOTAL COST OF PROVIDING AND PLANTING A TREE OF COMPARABLE SPECIES AND SIZE AT A LOCATION DESIGNATED BY OMWD WITHIN THE CITY OF ENCINITAS. THE DECISION TO ALLOW THE REMOVAL OF A TREE, OR CLUSTER OF TREES, WITH NO PARTICULAR DESIGNATION WILL BE MADE BY THE DISTRICT AT THE DISTRICT'S SOLE DISCRETION. • TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. PROPOSED SERVICES AND APPURTENANCES SHALL NOT BE CONSTRUCTED WITHIN THE DRIP LINE OF CITY TREES. • ANY TREE DESIGNATED FOR PROTECTION IN PLACE SHALL BE PROTECTED IN ACCORDANCE WITH CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN, ADMINISTRATIVE MANUAL PROCEDURES, DATED FEBRUARY 28, 2012, AND AS REQUIRED BY THE DISTRICT REPRESENTATIVE AND CITY OF ENCINITAS ARBORIST. TREE PROTECTION SHALL INCLUDE, BUT IS NOT LIMITED TO, NOT CUTTING ANY ROOT GREATER THAN 21NCHES IN DIAMETER AND HAND - DIGGING AROUND THE TREE ROOTS. • ANY TREE DESIGNATED TO BE PROTECTED IN PLACE THAT IS DAMAGED, AS DEFINED BY THE CITY OF ENCINITAS ARBORIST, SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE DISTRICT OR THE CITY OF ENCINITAS. 4. EXCEPT AS SHOWN ON THE LANDSCAPE IRRIGATION PLANS FOR THE PUMP STATION SITE CONTRACTOR SHALL REPAIR/ REPLACE ANY EXISTING IRRIGATION FACILITIES THAT ARE REMOVED OR DAMAGED WHILE INSTALLING THE PIPES AND APPURTENANCES OR REMOVING TREES AND VEGETATION. 5. CURBS, GUTTERS, CROSS GUTTERS AND SIDEWALKS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED FROM JOINT TO JOINT PER SAN DIEGO REGIONAL STANDARDS. TUNNELING BENEATH CONCRETE IMPROVEMENTS WILL NOT BE PERMITTED. SAWCUT AS DIRECTED BY THE ENGINEER IF NO EXISTING JOINT EXISTS. ANY DECORATIVE CONCRETE PAVING OR FLATWORK, IF DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH LIKE KIND INCLUDING COLOR, PATTERN, AND TEXTURE. THE FOLLOWING STANDARDS SHALL APPLY TO THE WORK AND ARE NOT CONSIDERED TO BE ALL - INCLUSIVE OF THOSE PERTINENT TO THE WORK: ITEM DRAWING NO. CURB AND GUTTER - COMBINED G -2 CURB AND GUTTER- ROLLED G -4A CURBS AND GUTTER - MEDIAN G -6 SIDEWALK G -7 SIDEWALK JOINT LOCATIONS G -9 CONCRETE JOINT DETAILS G -10 CONCRETE CURB, GUTTER, SIDEWALK AND G -11 PAVEMENT REMOVAL AND REPLACEMENT CROSS GUTTER G -12 MID -BLOCK CROSS GUTTER G -13 CURB RAMP - TYPES A -1 AND B -1 G -28 (FOR EXISTING SIDEWALK) TRUNCATED DOMES (BLACK) G -30 6. STOP BAR STRIPING OR PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REMOVED IN THEIR ENTIRETY AND REPLACED WITH NEW THERMOPLASTIC STRIPING OR MARKINGS CONFORMING TO SECTION 84 OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION, TO THE SATISFACTION OF THE CITY OF ENCINITAS. 7. A GEOTECHNICAL INSPECTOR WILL BE ENGAGED BY THE DISTRICT TO OSSREVE AND TEST THE EXCAVATION AND RECOMPACTION WORK. SAN DIEGO GAS & ELECTRIC (SDG &E) COORDINATION NOTES 1. SEE POTABLE WATER SYSTEM NOTE 8 ON G -5. CONTRACTOR SHALL NOTIFY PROJECT MANAGER, KIM DONOVAN AND COLLEEN FIND (SEE G4 FOR CONTACT INFORMATION) PRIOR TO POTHOLING TO REQUEST STANDBY FOR ALL GAS AND ELECTRIC TRANSMISSION CROSSINGS. CONTRACTOR SHALL MAINTAIN A TWO FOOT MINIMUM VERTICAL SEPARATION AT TRANSMISSION CROSSINGS, AND A TEN FOOT MINIMUM HORIZONTAL SEPARATION WHEN INSTALLING A DROP ON EITHER SIDE. GAS AND ELECTRIC TRANSMISSION LINES INCLUDE (BUTARE NOT LIMITED TO) THOSE SHOWN ON C -5, C -6, C -7 AND C -11. 2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE ALL OTHER GAS AND ELECTRIC FACILITIES TO VERIFY DEPTH AND LOCATION IN ORDER TO MAINTAIN A ONE FOOT MINIMUM VERTICAL SEPARATION AT ALL CROSSINGS AND A FIVE FOOT MINIMUM HORIZONTAL SEPARATION. SDG &E FACILITIES WITHIN 150 -FT EASEMENT COORDINATION NOTES 1. CROSSING GAS TRANSMISSION LINES (SEE C -11) WITH HEAVY EQUIPMENT REQUIRES PRIOR APPROVAL. AN SDG &E REPRESENTATIVE MUST BE ON -SITE WHILE ANY WORK IS BEING DONE WITHIN TEN (10) FEET OF THE GAS MAIN TO MONITOR SAFETY PRECAUTIONS. VEHICLE DETECTOR LOOP REPLACEMENTS, CONTINUED 5. SLOTS FOR LOOP WIRE SHALL BE 318 INCHES WIDE AND SHALL BE DEEP ENOUGH TO PERMIT AT LEAST ONE INCH OF SEALANT ABOVE THE LOOP WIRE. 6. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. ENVIRONMENTAL NOTES 1. ENVIRONMENTAL STUDIES INDICATE THERE IS A POTENTIAL FOR BURIED CULTURAL RESOURCES IN THE ALLUVIAL SOIL IN THE PROJECT PIPELINE CORRIDOR ALONG THE DISTRICT EASEMENT, EL CAMINO REAL, MOUNTAIN VISTA DRIVE BETWEEN FROM VIA CANTEBRIA AND GARDENDALE ROAD. DURING EXCAVATION AND TRENCHING IN THESE AREAS, ARCHEOLOGICAL MONITORING WILL BE PERFORMED BY A QUALIFIED ARCHEOLOGIST AND NATIVE AMERICAN MONITOR ENGAGED BY THE OWNER. IF CULTURAL MATERIAL IS ENCOUNTERED, THE ARCHEOLOGIST AND DISTRICT REPRESENTATIVE MAY DIRECT THE CONTRACTOR TO TEMPORARILY DISCONTINUE WORK AT THE LOCATION OF THE FIND UNTIL SUCH TIME AS AN ASSESSMENT CAN BE MADE OF THE SIGNIFICANCE OF THE FIND. 2. THERE IS A POTENTIAL THAT HYDROCARBON CONTAMINATED SOILS MAY BE ENCOUNTERED ALONG 2. THE GAS TRANSMISSION LINE WITHIN THE AREA OF WORK MUST BE POTHOLED AT EL CAMINO REAL. DURING EXCAVATION AND TRENCHING IN THIS AREA, MONITORING WILL BE CONTRACTOR'S EXPENSE PRIOR TO START OF ANY WORK TO VERIFY HORIZONTAL AND VERTICAL PERFORMED BY A QUALIFIED INDIVIDUAL LICENSED BY THE STATE OF CALIFORNIA TO ASSESS SOIL LOCATION OF THE GAS MAIN. UPON REQUEST, SDG &E WILL POTHOLE THE MAIN AT THE CONDITIONS FOR THE POTENTIAL PRESENCE OF HYDROCARBON CONTAMINATED SOILS AND CONTRACTOR'S EXPENSE OR THE CONTRACTOR MAY POTHOLE THE MAIN WITH AN SDG &E ENGAGED BY THE CONTRACTOR. IN THE EVENT THAT HYDROCARBON CONTAMINATED SOILS ARE STANDBY REPRESENTATIVE ON SITE. POTHOLE LOCATING WILL BE HAND DUG WITHOUT THE USE ENCOUNTERED, THE SOILS SHALL BE TESTED, MANAGED AND DISPOSED OF BY A LICENSED FACILITY OF MECHANICAL EQUIPMENT WITHIN TWO (2) FEET OF ANY PORTION OF THE GAS PIPELINE. IN ACCORDANCE WITH COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS AND THE CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL SUBMIT TO SDG &E FOR REVIEW AND APPROVAL A BLASTING PLAN, IF BLASTING IS REQUIRED. 4. AT LEAST TWENTY -FOUR (24) HOURS NOTICE MUST BE GIVEN TO SDG &E'S LAND MANAGEMENT REPRESENTATIVE (LMR) BEFORE START OF WORK. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SDG &E LMR. 5. NO POWER- OPERATED EQUIPMENT SHALL BE USED WITHIN TWO (2) FEET OF ANY PORTION OF THE GAS LINE, ONLY HAND DIGGING IS ALLOWED AND AN SDG &E STANDBY IS REQUIRED. 6. IF ANY CONTACT IS MADE WITH THE GAS LINE OR ITS COATING, SDG &E MUST BE NOTIFIED IMMEDIATELY AT 1- 800 -411 -7343 AND THE AREA LEFT EXPOSED. 7. THE GAS EASEMENT SHALL BE STAKED WITH RIBBONED LATH AT FIFTY -FOOT (50') INCREMENTS AND THE STAKING SHALL BE MAINTAINED AT ALL TIMES DURING GRADING AND CONSTRUCTION OF THE PROJECT. S. SDG &E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. SDG &E STANDBY PERSONNEL ARE AUTHORIZED TO STOP WORK AROUND THE GAS LINE IF ALL REQUIRED PRECAUTIONS ARE NOT STRICTLY ADHERED TO. 9. STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDG &E FEE OWNED PROPERTY IS NOT PERMITTED. 10. ACCESS TO ALL SDG &E FACILITIES SHALL BE MAINTAINED AT ALL TIMES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY THE CONTRACTOR. KINDER MORGAN (KM) FUEL LINE COORDINATION NOTES 1. CONTRACTOR SHALL NOTIFY KM RIGHT OF WAY SPECIALIST, JORDAN NEUNER (310) 628 -7350, AT LEAST 2 WEEKS PRIOR TO COMMENCEMENT OF WORK. SAID SPECIALIST WILL ARRANGE FOR A KM PIPELINE REPRESENTATIVE TO BE PRESENT DURING WORK NEAR THE FUEL LINE. SEE 16" FUEL LINE ON DRAWINGS CAI AND SPECIFICATIONS APPENDIX B. 2. CONTRACTOR SHALL POTHOLE BY HAND EXCAVATION IN THE PRESENCE OF KM PIPELINE REPRESENTATIVE TO DETERMINE FUEL LINE LOCATION. POTHOLE INTERVAL SHALL BE A MAXIMUM OF 50 FEET, OR AS REQUIRED BY KM PIPELINE REPRESENTATIVE. VEHICLE DETECTOR LOOP REPLACEMENTS 1. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC LOOPS (INCLUDING HOME RUNS) WHICH ARE DAMAGED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL START REPLACING DAMAGED TRAFFIC LOOPS NO LATER THAN 5 WORKING DAYS AFTER THE TRAFFIC LOOPS HAVE BEEN CUT. THE CONTRACTOR SHALL FIRST REPLACE ALL TRAFFIC LOOPS THAT HAVE BEEN CUT IN ALL LEFT TURN POCKETS AND THEN PROCEED TO REPLACE TRAFFIC LOOPS THAT HAVE BEEN CUT THROUGH LANES AND SIDE STREETS. THE TRAFFIC LOOP REPLACEMENT SHALL BE A CONTINUOUS OPERATION. THE TRAFFIC LOOP REPLACEMENT WORK SHALL BE COMPLETED WITHIN 3 DAYS OF COMPLETING THE WORK IN THE AREA OF THE TRAFFIC LOOP. 3. FOR ANY TRAFFIC LOOP THAT THE CONTRACTOR HAS NOT REPLACED TO THE SATISFACTION OF THE CITY BY TWO WEEKS AFTER THAT SPECIFIC TRAFFIC LOOP HAS BEEN CUT, THE CONTRACTOR SHALL PAY TO THE CITY OF ENCINITAS THE SUM OF $100.00 PER DAY PER LOOP FOR EACH AND EVERY CALENDAR DAY'S DELAY IN COMPLETING THE TRAFFIC LOOP WORK IN EXCESS OF THE TWO WEEK PERIOD AFTER THE TRAFFIC LOOP HAS BEEN CUT. 4. ALL TRAFFIC LOOP REPLACEMENTS SHALL CONFORM TO TYPE D LOOP DETECTOR REQUIREMENTS IN CALTRANS STANDARD PLANS ES -5A AND REVISED STANDARD PLAN ES -56, 2010 EDITION. CONDUCTOR FOR EACH INDUCTIVE DETECTOR LOOP SHALL BE CONTINUOUS AND UNSPLICED AND SHALL CONFORM TO THE PROVISIONS IN SECTION 86 -5.01A (4) OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION, FOR TYPE 1 LOOP WIRE. HEAT - SHRINK TUBING SHALL BE USED FOR ALL SPLICES AND SHALL CONFORM TO SECTION 86 -2.09E OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION, AND SHALL HAVE A MINIMUM WALL THICKNESS PRIOR TO CONTRACTION OF 40 MILS. HEAT SHRINK TUBING SHALL CONFORM TO THE REQUIREMENTS OF UL STANDARD 468D AND ANSI C119.1 FOR EXTRUDED INSULATED TUBING AT 60OV. 3. HABITAT CONDITIONS IN THE VICINITY OF THE PROJECT PIPELINE CORRIDOR ALONG THE DISTRICT EASEMENT BETWEEN VIA CANTEBRIA AND EL CAMINO REAL MAY BE SUITABLE FOR SPECIAL - STATUS BIRD SPECIES. IN THE EVENT THAT CONSTRUCTION OCCURS DURING THE GENERAL BIRD BREEDING SEASON (JANUARY 15 TO SEPTEMBER 15), THE DISTRICT WILL RETAIN A QUALIFIED BIOLOGIST TO PERFORM PRE - CONSTRUCTION SURVEYS AND IDENTIFY ANY ACTIVE BIRD NESTS IN THIS AREA. IF NESTING BIRDS ARE FOUND, THE CONTRACTOR SHALL RE- CONFIGURE HIS PROJECT SCHEDULE TO AVOID THE NESTING AREA(S) UNTIL SUCH TIME AS THE BIOLOGIST DEEMS ITAPPROPRIATE TO RETURN. NO EXTENSION OF THE OVERALL PROJECT DURATION WILL BE ALLOWED. 4. IF NIGHT WORK IS PERFORMED, THE LIGHTING OF THE CONSTRUCTION AND STAGING AREA WILL BE OF THE LOWEST ILLUMINATION NECESSARY FOR SAFETY, AND BE SELECTIVELY PLACED, SHIELDED, AND DIRECTED AWAY FROM ADJACENT NATURAL HABITATS. LEUCADIA WASTEWATER DISTRICT NOTES 1. LEUCADIA WASTEWATER DISTRICT (LWD) IS THE WASTEWATER COLLECTION AGENCY OWNING, OPERATING, AND MAINTAINING WASTEWATER COLLECTION SEWERS, MANHOLES, AND PRESSURIZED WASTEWATER FORCEMAINS THROUGHOUT THE LIMITS OF THIS PROPOSED RECYCLED WATER DISTRIBUTION PROJECT. 2. CONTRACTOR SHALL NOT HINDER LWD OPERATIONS, MAINTENANCE, AND EMERGENCY REPAIR FOR ANY OR ALL LWD FACILITIES DURING THE RECYCLED WATER PIPELINE CONSTRUCTION. 3. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION, AS WELL AS ALL PRIVATE SEWER LATERALS SERVED BY THE LWD WASTEWATER COLLECTION SYSTEM. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING ANY BYPASSING REQUIRED TO MAINTAIN COLLECTION SYSTEM OPERATION. 4. CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS NOTICE PRIOR TO EXCAVATION OF SEWER UNDERCROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WITHIN 5 FEET OF SEWER MAINS WHERE SEWER MAY BE EXPOSED. 5. NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO MR. IAN RIFFEL AT 760 - 753 -0155 / IRIFFEL @LW WD.ORG AND TO MR. BRIAN IRAN, INSPECTOR, AT 760 -479 -4113 / BTRAN@DUDEK.COM. AS NECESSARY, NOTIFICATION CAN ALSO BE MADE TO MR. STEVE DEERING, LWD DISTRICT ENGINEER, AT 760 - 479 -4101 CELL / SDEERING @DUDEK.COM. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD ANSWERING SERVICE AT 760 - 753 -0155. 6. ALL WORK AND MATERIALS RELATED TO SEWER DESIGN, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE LWD SEWER STANDARD SPECIFICATIONS AVAIBLE ON THE LWD WEBSITE AT HTTP: //W W W. L W WD.ORG /DEVELOPERS /STANDARD -SPECS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 7. CONTRACTOR SHALL PRE - NOTIFY LWD AND PROVIDE WEEKLY UPDATED LOCATION MAP OF PLANNED CONSTRUCTION ACTIVITIES WITHIN THE FOLLOWING WEEK THAT ARE PARALLEL OR PERPENDICULAR TO LWD FACILITIES. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER e 9 mac, s , n 19 e``� oP I0m IEm I�u� 1 oNCc Cc e °o r h H yQN3 �zyF �� o^ �o F a CO I H s. rot` o^ �o a CO 11 d m � m C cat .. ao o �I d r� ui C C W V = W = O = IL W = a w ° Z Lu H as J W CO yZj Ill U z_ V Z - W W � J U Q SHEET DRAWING 6 of139 G -6 Z 179963 0 0 NOTES THE CONTRACTOR SHALL DEVELOP THE CONSTRUCTION SCHEDULE BASED ON THE ITEMS OF WORK SELECTED FOR CONSTRUCTION BY THE OWNER. THE CONSTRUCTION SCHEDULE SHALL CONFORM TO THE FOLLOWING SCHEDULING CONSTRAINTS: 1. SEQUENCE OF CONSTRUCTION AS DEFINED IN SPECIFICATIONS SECTION 01043. a l 0 d a 2. WORK HOURS FOR ALL WORK ON MOUNTAIN VISTA DRIVE EAST OF STA 87 +50 i SHALL BE LIMITED TO 9 AM TO 3 PM. = y w 3. CONSTRUCTION IN THE VICINITY OF SCHOOLS SHALL BE COMPLETED IN 3 o rt ACCORDANCE WITH TABLE 1. w m� FLORA VISTA c° 4. IN ADDITION TO THE WORK HOUR RESTRICTIONS DEFINED IN SPECIFICATIONS ELEMENTARY SCHOOL SECTION 00810 AND THE ABOVE NOTES, THE WORK SCHEDULING RESTRICTIONS (6 -19 -2015 / 8 -17 -2015) G4' DEFINED IN TABLE 1 AND 2 SHALL ALSO APPLY. S RAMBLING RD \(p SCHOOL CONTACT INFORMATION p \ D\ op F OAK CREST MIDDLE SCHOOL 2 \ 675 BALOUR DR JOLINA DUNSMORE (760) 753 -6241 W3' CT PRINCIPAL: RYAN YEE B MoUNM4191pD �( FLORA VISTA ELEMENTARY SCHOOL C D FLAIR WANDERING RD PUMP ENCINITAS (760) 944-4329 STATION DR PRINCIPAL: STEPHANIE CASPERSON GROVE v DIEGUENO MIDDLE SCHOOL 2150 VILLAGE PARK WAY (760) 944 -1892 PRINCIPAL: BRIAN MARCUS PARK DALE LANE ELEMENTARY SCHOOL 2050 PARK DALE LN (760) 944 -4344 PRINCIPAL: JODI GREENBERGER LEGEND OBID SCHEDULE PER BID FORM VARIOUS HATCHING PATTERNS SHOW APPROXIMATE WORK AREA ASSOCIATED WITH EACH BID SCHEDULE �T SCHOOL (LAST SCHOOL DAY / FIRST I I SCHOOL DAY OF 2015 SUMMER BREAK) POSSIBLE CONTRACTOR STAGING _ AREAS (SUBJECT TO CITY OF ENCINITAS APPROVAL) tq rc FIRE rc STATION o OAKCRESTPARKDR OAK CREST MIDDLE SCHOOL (6 -12 -2015 / 8 -25 -2015) TABLE 2 -NIGHT WORK (9 PM TO 6 AM) SHALL APPLY TO THE FOLLOWING LOCATIONS UNLESS OTHERWISE REQUIRED BY THE CITY OF ENCINITAS TRAFFIC CONTROL PERMIT: STREETS PIPELINE STATIONS BID SCHEDULE AREA BALOUR DR, ENCINITAS BLVD, �e co V: STA 16 +50 TO STA 23 +00 A VIA CANTEBRIA SUMMER WORK AREAS WHERE EL CAMINO REAL, MOUNTAIN STA 65 +00 TO STA 70 +44 LATE START DAYS DAYS DURING E STA 80 +39 TO STA 87 +50 VISTA DR WHEN SCHOOL IS IN ENCINITAS BLVD AT Cj BREAK SCHOOL STA 407 +50 TO STA 409 +50 L WILLOWSPRING DR THE SCHOOL ED 3 \ \ o f \ \C TABLE 1 -ALL WORK, INCLUDING TRAFFIC CONTROL, WITHIN SCHOOL AREAS SHALL BE RESTRICTED TO THE FOLLOWING WORK HOURS SCHEDULE: aE MINIMUM AND NON - SCHOOL �e co V: REGULAR DAYS =oma SUMMER WORK AREAS WHERE LATE START DAYS DAYS DURING � SCHOOL WHEN SCHOOL IS IN r' Cj BREAK SCHOOL L= a GK DURING THE THE SCHOOL Q SESSION 2015 RESTRICTIONS APPLY SCHOOL YEAR ** YEAR ** MONDAY OAK CREST MONDAYTHROUGH REGULAR THROUGH BALOUR DR. MIDDLE FRIDAY 8:30 AM TO NO WORK WORKING C FRIDAY 8:30 AM OAKCREST PARK DR. SCHOOL 2:00 PM. HOURS TO 4:00 PM = MONDAYTHROUGH V MONDAY = FLORA VISTA LU REGULAR THURSDAY 8:30 AM THROUGH 0 ELEMENTARY NO WORK WORKING WANDERING RD. TO 2:00 PM. FRIDAY �a FRIDAY 8:30 AM a SCHOOL f HOURS IL 8.30 AM TO 12:30 PM W TO 4:00 PM H Q MONDAYTHROUGH MONDAY PARK DALE LN. PARK DALE Q REGULAR Y THURSDAY 8:30 AM THROUGH GLEN ARBOR SOUTH ELEMENTARY J NO WORK ; WORKING _ > TO 2:00 PM. FRIDAY FRIDAY B:30 AM OF COUNTRYHAVEN SCHOOL Z HOURS L) 8 :30 AM TO 12:30 PM. TO 4:00 PM V RD. ** CONTRACTOR SHALL COORDINATE WITH EACH SCHOOL PRINCIPAL PRIOR TO COMMENCING ANY WORK IN THE VICINITY OF THE SCHOOL TO DETERMINE THE SPECIFIC DATES OF THE MINIMUM AND LATE START DAYS AND NON - SCHOOL DAYS FOR THAT SCHOOL. \N \gym \ \ y\ \mom \ \ ya\ WILLOWSPRING DR S i LN *\` GLEN4RB G FIRE STATION DIEGUENO MIDDLE SCHOOL (6 -12 -2015/ 8 -25 -2015) IW g O o BHADYTREE LN a 03K I 01 Go UN7RYHPVEN RD PARK DALE LANE SCHOOL 1�r(6 -19 -2015 / 8 -17 -2015) PARK DALE LN r 0 2 3 9 -0- SCALE: 1"=400' 0 zoo aoo THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION PART, BASED UPON INFORMATION FURNISHED BY �4� RS K FCq� f OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys c AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM 040 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES srq CI V 1E 2p SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tF OF Cp`\fOF TWP nai n nATe II f ¢ Ira I� 1 aE �e co V: =oma � T03 r' Cj � aM L= a GK yF co Q � � I r' Cj GK Q � � r000 C v C w H = V = LU = 0 �a a f IL LU W H Q � Q Y J UJ ; _ > J Z L) V z LU W � J U co Q SHEET DRAWING 7 of139 G -7 Z_ 0 179963 0 LEGEND A FOUND MONUMENT IN THE FIELD DURING SURVEYING /MAPPING FOR THE VILLAGE PARK RECYCLED WATER PROJECT. IN SOME INSTANCES, THE MONUMENT ITSELF WAS INACCESSIBLE DUE TO A DAMAGED LID. IN THOSE CASES, THE SURVEY SHOT THE APPROXIMATE CENTER OF THE LID. Q MONUMENT LOCATED PER RECORD INFORMATION. C -7 DRAWING NUMBERS REFER TO THE DESIGN PLANS FOR THE VILLAGE PARK RECYCLED WATER PROJECT. FII STA' J� MEN � ILI . p a s O FLORA VISTA ELEMENTARY SCHOOL J / J z l 2 I W J2 3 c;7 N` TIN \m\ \'m\ �a DRAWING NUMBER. TYP 1\ \ \ \C m A 0 I Y SCALE: 1' = 400' 0 200 400 25 DIEGUENO MIDDLE , p SCHOOL ° C ° 0 = o W ¢ O� 0• a s CLEAR rc a m ,\ VALLEY c;ry� C -1 O m C M U _ r V FIRE \ \^ \ m\ \gym\ l� \ WILLOWSPRING DRS Z� co L. NmHu U: o L nu °u �° nro3 h' a3�3 �• aM L: a O • Vim- of pp • V 6r -3O • A REE LN G 5p 57 NR LN W C -42 :l .32 Llp I- AVEN RD 17 G OOUNTRYN I� O o to PARK DALE U q LANE SCHOOL 3 C -56 I~ o 0 c C ARK DALE L O � C i O v W O J H 'ky W y M Z Z ,3 a ; W �CLO HF yFD� d 1!J O Z 0 H CL L I f J W W > J W >= y -as RECORD DRAWING Lu THIS RECORD DRAWING HAS BEEN PREPARED, IN -37 PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED S CORRECT, ACCURATE, OR COMPLETE. USERS OF IS RECORD DRAWING ARE ADVISED TO PERFORM SHEET DRAW G INDEPENDENT VERIFICATION OF ACCURACY BEFORE R -1 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. 179963 co U 2 2 J U (n Q Z Q 360 350 340 11 330 9 OAK CREST MIDDLESCHOOL 'POC4 EAT SEJPA '12° PIPELINE OAKCREST PARK DR 10 +00 11 +00 12 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. CAUTION! 20 FT STUB Ex1STINGHPGAS 8" PVC ENCINITAS BLVD I CONSTRUCTI2 "PVC \\w� F1aESTATIOx RW PIPELINE (SEJPA) (n P) 13601 BALOUR DRIVE 13 +00 SCALE: HORIZ: 1" = 40' VERT: 1"=4' 14 +00 3L 8 +00 \ 8 "W (A P) 0 STA 17 +18 12 X 8 TEE W18 IN GV 15 +00 16 +00 T V 0 °4 5 $XOQ. 0 G'GAO �P�GN SEE 8" GV COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION 80 N1 °35'02 "E 10+64.65 1961067.35 6249638.31 O 61 61 11+04.17 1961106.86 6249639.26 i© °35'02 "E [1 205.59' 11 +34.91 1961134.88 6249626.63 N43° 24' 58 "W [2 13+40.50 1961340.39 6249632.31 357.47" 0 12m PVC 13 +82.71 1961371.05 6249603.30 17 ® SO 17+40.17 1961728.38 6249613.18 18 12' PVC 5 � 1 17+93.97 1 1961778.58 6249632.53 DATA TABLE O AIBEARING R L T DESCRIPTION 80 N1 °35'02 "E 34.49' 12m PVC 61 N24 °15'33 "W 30.73' 12- PVC ON1 °35'02 "E 205.59' 12- PVC 2O N43° 24' 58 "W 42.21' 12" PVC 3O N1 °35'02 "E 357.47" 12m PVC 4O N21 °05'02 "E 53.80' 12-PVC SO N62°4F' E 206.84' 12' PVC 3 o °__ °o0. 21 u m� ml�l W° °' L: Nm° SCALE: 151=401 =' ° ` °co ® U: 0 20' 40' �_ d o m o L �° nro3 s h- ao�3 360 NOTES: �: a C. O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG - NO D -2.7 AND DETAIL 1, DWG CD -1. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG cD NO A -1.3. 350 16 INSTALL 125190* DI BEND. 17 INSTALL 12,145* DI BEND. c o a� 18 INSTALL 121122.50 SEND. fa pV o � � 19 INSTALL 121111.25* DI BEND. 3 v� 32 INSTALL 11' RECYCLED WATER SERVICE ASSEMBLY I ..> rn PER STD DWG NO B-1.1. po� 71 C5 1 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY 340 PER STD DWG NO B-1.5. O 80 REPLACE VEHICLE DETECTOR LOOPS PER NOTES ON DWG G -6, TYP. �+ W 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. re 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER V SDRSD G -7. 12-M W 71 SAWCUT, REMOVE, AND REPLACE CONCRETE 0 O 330 CROSS GUTTER PER SDRSD G -12. Y J + D _ a co IL Ity H. 45 n Q a F ° ° Z SAN ELIJO JOINT POWERS AUTHORITY Q a N n J 0 Z + CO 6 C °iy J W a e W N F H Pi SEE BID DRAWINGS J d a V CHRISTOPHER TREES, PE DATE V F. Z DIRECTOR OF OPERATIONS > H Z 17 +00 18 +00 RECORD DRAWING LU J THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION < PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys co AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m THIS RECORD DRAWING ARE ADVISED TO PERFORM C40 m SHEET DRAWING Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES 'Prg CI y1E 8 pf139 �i -1 Z SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf OF Ep`1fOF 1� .1 0 THE FIELD DATA. �79J6J O r=_ `'ice —_ - -- _�� _:''sue � •. ' _ I I A� 'I 11 • "� vro Uj t3 MON IA 4n_a$f� l� I 1 I 360 350 340 330 T CAUTION! EXISTING HP GAS 0 NO STATION NORTHING in DESCRIPTION in 20+00.81 19818]3.25 6249816.43 BC 7 � N 1961949.27 6250040.56 EC 18 23.2].34 w1 6250027.13 .1 - 14 °30'55" 1250.00' wz 1 159.19' 1 12-PVC PER STD DWG NO B-1.5. U: aw zy 80 REPLACE VEHICLE DETECTOR LOOPS PER NOTES 1- o Q ON DWG G -6, TYP. d z F°- a 0 CONSTRUCT1211PVC RW PIPELINE (SEJPA) I '1')� ; I VIA CANTEBRIA 0 0 Q 0 ---26 N E'7 v, ?W eo Q SCALE: HORIZ: 1" = 40' VERT: 11=4p 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 161 20+00.81 19818]3.25 6249816.43 BC 7 � 22 *38.35 1961949.27 6250040.56 EC 18 23.2].34 1962037.24 6250027.13 BC DATA TABLE OQ /BEARING R I L I T DESCRIPTION O SEESHEETC -2 B6) 17 °00'45" 800.00' 1 237.54' 1 119.65' 1 12- PVC 7 NS-40'51"W (D: 88.99' 1 12" PVC 8 14 °30'55" 1250.00' 316.67' 1 159.19' 1 12-PVC ADDITIONAL DEFLECTION COUPLINGS 18 +65 19 +81 20 +98 19 +03 20 +15 21 +32 19+42 20+59 21+77 SCALE: 1 " =40' I— INERMI 0 20' 40' U 365 NOTES: m 18 INSTALL 12" 90° DI BEND. O U 18 INSTALL 121122.50 DI BEND. (D: C] 335 34 INSTALL 21' RECYCLED WATER SERVICE ASSEMBLY Mo �: �Q PER STD DWG NO B-1.5. U: aw zy 80 REPLACE VEHICLE DETECTOR LOOPS PER NOTES o ON DWG G -6, TYP. d z F°- a 0 LI 355 87 SAWCUT, REMOVE, AND REPLACE CURB AND h' nro3 GUTTER PER SDRSD G -2. �• aM 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER a C: SDRSD G -7. 345 3 � o ° rc M 0 0 E I— U m m 2 O O U (D: C] 335 Y L. Mo �: �Q U: aw zy =oma o CW7 a Q d z F°- a 0 LI dQ �° h' nro3 a3�3 �• aM _ U L: a C: co m rn Z I— U W r' C] 335 Y -W+ r CL �Q aw zy a� CW7 a Q d z F°- a 0 v dQ CQ 0 SEE BID DRAWINGS J V itlo� _ U r DIRECTOR OF OPERATIONS rn Z C U C QpOF ESSION w I— U W O 335 Y -W+ r CL �Q aw zy CW7 a Q d z F°- a 0 SAN ELIJO JOINT POWERS AUTHORITY O 0 SEE BID DRAWINGS J V d R _ U CHRISTOPHER TREES, PE DATE DIRECTOR OF OPERATIONS rn Z RECORD DRAWING QpOF ESSION J Q THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY �4� RS K FCq� f fys (� OTHERS. THE INFORMATION IS NOT GUARANTEED o`" co AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m m SHEET DRAWING THIS RECORD DRAWING ARE ADVISED TO PERFORM C40 Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 * 'Prg 9 139 of Ci -2 Z APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES CI y 1� tf 0 79963 SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THEFIELDDATA. OF Ep`1fOF O 375 365 355 11 345 O - -�- - CAN 27 +00 - 3 LU �e 6 .. O W w [PJC 9 __ - 28+00 W Z � w _ //) U0 +o•w (ACP) _ w 350 1 y _360 CAUTION! VIA TIERRA EXISTING HP GAS — CONSTRUCT 1219 PVC RW PIPELINE (SEJPA) v 5 6 70 - - - X90 ATV - �.31 +00 1 _ 32 +00 33 +C ~ `a °s - — 80 o wc� IY'w (ACP) VIA CANTEBRIA 26 +00 27 +00 28 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 29 +00 �u IA A. lts VIA MOLENA SCALE: HORIZ: 1" = 40' VERT: 1"=4' 30 +00 340 ZW 12 "W (ACP) E - T - COORDINATE TABLE o STATION 0 EASTING O 19 0 1962952.96 + EC 10 30+47.71 1982]48.81 6250059.71 QV V 1t 30+47.27 1982923.43 6250069.02 EC ZW 12 "W (ACP) E - T - COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 19 28+44.01 1962952.96 6250019.28 EC 10 30+47.71 1982]48.81 6250059.71 BC 1t 30+47.27 1982923.43 6250069.02 EC DATA TABLE OQ /BEARING R L T DESCRIPTION 8O 14 °30'55" 1250.00' 316.6T 159.19' 365 9O N5° 50' 03 "E SAWCUT, REMOVE, AND REPLACE CURB AND 397.70 GUTTER PER SDRSD G -2. 12' PVC 10 5 °34'90" 1800.00' 175.14' 87.64' 12-PVC 11 NO' 15' 20 -E �° 603.15' 12' PVC T73� SCALE: 1" =40' 0 20' 40' 3751 NOTES O INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. 19 INSTALL 12" 11.250 DI BEND. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B1.5 80 REPLACE VEHICLE DETECTOR LOOPS PER NOTES 365 ON DWG G -6, TYP. 87 SAWCUT, REMOVE, AND REPLACE CURB AND = GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. 355 ICI; MM W° L : N0,E m° o mwM ° sao U: -va o = r+ C] =mo nu °u L �° h' nro3 a� ■ ■ ■ ■ ■■■■■■ a3�3 �• aM = L: a ■ ■ ■ ■ ■■■■■■ C: .; m itlo� r+ C] a� ■ ■ ■ ■ ■■■■■■ = ■■■■■■■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■ itlo� ICI ■ ■ ■ ■ ■ ■ ■ ■ ■■ a � C U A INT POWERS AUTHORITY W ■■■■■■■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■ = ■■■■■■■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■ ■ ■ ■ ■ ■■ III■ ■ ■ ■ ■ ■ ■ ■ ■ ■!!I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ INT POWERS AUTHORITY ■■■ ■ ■ ■Jt! ■ ■ ■ ■ ■ ■ ■ ■ ■!k! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ SEE BID DRAWINGS =14liel :4 Dims- • e 370 360 350 11 340 — CONSTRUCT 12" PVC CAUTION! RW PIPELINE (SEJPA) I EXISTING HP GAS moo O x II X _360 —� 45 °BEND -0MWDXEA�SEME - ^f0 X� CAUTION! STA 38 +20.� I a it EXISTING OH UTILITY CD - _ _ RXT563z'7b�58 + ++ x� / 5 6 70 E 6250071.75 M 0 7 67 70 M— -- - -- — — -- - - - -- -- V 00 35 +00 36 +00 1 37+ 038 +00 - C/i IIII ic'w (wc) = 1s "w (cvc) 6•w (avc) �4 —16 w ( 7 -Q 1P iVw (wc) SEE DWG Ci -52 C uJ - _ _ _ _ ---- wMATCH LINE STA. 38 +86.42 54. UJ Z cP) 12 "W (mP) 7 v � ION! W 12 P) n SU y RVEY MONUMENT U) T _ U- .. - .. _ T ;"0 T T -.� T -�. - R PEL 40 �. 1,�1 III coN W r1r'PVc CONSTRUCT I2 "FUSIBLE PVC SEE DWG UC5(OMWD) T� VIA CANTEBRIA POTABLE WATER PIPELINE RELOCATION. SEE SPECS SCALE: EMER SECTION 01043. 0 20' 40' 2 F Sli ILI 370 I SAL 12"IDF 1 PI PC PC p G = AI I 19 1 D o a CL IL a a T C 360 A E E T I RI S7 JC IN RESTJCINTS A 7 5 OS 8+ S 4 +0 rOST 2 E r oI r 7 3 ( 'o—+3 V7 Dic TA Tf ;g F R u3114, I 1 4A an S o 4142 I 350 S b se 6 w n - . n a II o rn 340 n II CL n Ni IL F SCALE: HORIZ: 1"=40' VERT: 111=4' 34 +00 35 +00 36 +00 37 +00 38 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE -12" RW NO STATION NORTHING FASTING DESCRIPTION DESCRIPTION 12 SEE DWG C -3 38 +86.42 1963586.58 6259091.75 U: DATA TABLE -12" RW O A /BEARING I R I L I T DESCRIPTION 11 SEE DWG C -3 NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D -2.7 AND DETAIL 1, DWG CD -1. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 13 INSTALL 12" GV PER STD DWG NO D -2.3. 16 INSTALL 125190* DI BEND. 18 INSTALL 12,122.50 DI BEND. 42 INSTALL TS PER STD DWG NO D -3.5. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. ICI; �4M 9M � l °''a E (D: H Mo �- U: -ova ==mo r+ C] W nu °u L" �° h' nro3 a� a3.a3 �• aM d L: a d' VF- of a. ' j CQ 3 �M D_ � ~ M H U r+ C] W ci N a� O d v d' Y a. ' j CQ 3 �M D_ � ~ M r O aw iLra ra C U A W H U W ci N O d Y a. ' j °+° D_ LL co M aw iLra ra d CW7 Q Z G SAN ELIJO JOINT POWERS AUTHORITY a e J < o W SEE BID DRAWINGS Lu J IL + A V CHRISTOPHER TREES, PE DATE V R Z DIRECTOR OF OPERATIONS H Z LU RECORD DRAWING QpOF ESSION J < THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY Fy, OTHERS. THE INFORMATION IS NOT GUARANTEED o`" y' co AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m m SHEET DRAWING THIS RECORD DRAWING ARE ADVISED TO PERFORM C40 Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 'f/q 11 of139 C -4 Z APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES tf CIy1E a 0 179963 SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. OF Ep`1fOF O 360 350 340 330 2 OWMD FL W M-2 METER V LT X .-,r6' W r 12'W I °W ao 3 O °1I CONSTRUCT 12" PVC RW PIPELINE (SEJPA) SEE DWG C-4 0-1— CAUTION! CAUTION! EXISTING HP GAS JUXISTING OH UTILITY b 00 di �I, 4� O N VIA CANTEBRIA w CONSTRUCT12 19PVC RW PIPELINE � c C; —/ — — � 54 — — 55 +00- �)— qCP) PRIVATE PARKING LOT. CONTRACTOR SHALL OBTAIN PERMISSION TO ACCESS PRIOR TO CONSTRUCTION AND RESTORE EXIST s IMPROVEMENTS DAMAGED BY i CONSTRUCTION TO EXIST CONDITION. I \ \ \0 O° \\ \ \\ O \ O 27 DO f�o O SEE SWPPP DWGS FORILIMITS OF \ \ \ \\ \ VEGETATION PROTECTION. INSTALL ORANGE TEMIIORARY CONSTRUCTION FEND , LIMITS AS DIRECTED BY DIST ICT. I I COORDINATE TABLE NO STATION I NORTHING EASTING DESCRIPTION DESCRIPTION 21 S88 °48'25 "E 50 +20.69 1963614.6 6250033.38 O2 22 22 51 +06.75 1983612.67 6250119.43 19 M-20-16"E 23 77.95' 51+44.52 1963603.52 6250155.69 19 24 INSTALL 121111.25* DI BEND. 52 +22.48 1963601.15 6250234.76 1.000 ANG P7 12.82' 25 12" PVC 55 +98.16 1963591.00 6250609.52 0 PROTECT TREE. 26 27 56 +10.98 1963599.73 6250618.91 BOARDS PER STD DWG NO E -2.2. 12N PVC 2J S88 °07'4T'E 56 +75.68 1963597.62 6250683.57 0 128 2701 56 +90.13 1963587.07 6250693.45 0 V 5 w Wo y ? W =F loft \C G SCALE: 1 " =40' 0 20' 40' 50+00 11 11 11 11 11 56+00 11 11 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. DATA TABLE O LIBEARING R L T DESCRIPTION 21 S88 °48'25 "E W 86.06' INSTALL 1" COMBINATION AIR VALVE ASSEMBLY 12N PVC 22 S75* 51'02"E 37.7T INSTALL 12" GV PER STD DWG NO D -2.3. 12N PVC 23 M-20-16"E d 77.95' INSTALL 12,145* DI BEND. 12" PVC 24 S88' 20' 16 "E 72.10' INSTALL 121111.25* DI BEND. 12" PVC 25 N47° 05' 13 "E 12.82' PER STD DWG NO B-1.5. 12" PVC 26 S88* 07'47"E II= 64.69' PROTECT TREE. 12N PVC 27 S430 07'47"E G 14.45' BOARDS PER STD DWG NO E -2.2. 12N PVC 28 S88 °07'4T'E H 156.02' SAWCUT, REMOVE, AND REPLACE CURB AND 12' PVC 3001 NOTES THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; MM (D: °' E O INSTALL TEE AND TB PER STD DWG NO D -3.3. O3 INSTALL 21' MANUAL AIR RELEASE VALVE _: jmw° sao ASSEMBLY PER STD DWG NO A -2.1. W O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. 13 INSTALL 12" GV PER STD DWG NO D -2.3. 290 16 INSTALL 125190* DI BEND. d 17 INSTALL 12,145* DI BEND. �• an 18 INSTALL 12,122.50 DI BEND. 19 INSTALL 121111.25* DI BEND. 34 INSTALL 21' RECYCLED WATER SERVICE ASSEMBLY d PER STD DWG NO B-1.5. 280 42 INSTALL TS PER STD DWG NO D -3.5. II= O PROTECT TREE. a 52 CONSTRUCT TRENCH CUT -OFF WALL AND BAFFLE G BOARDS PER STD DWG NO E -2.2. O REMOVE TREE. H 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 2701 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; MM (D: °' E I— Mo U _: jmw° sao U: -ova W ==mo nu °u L r+ �° nro3 h' d a3�3 co �• an L: a co C: m zy a a� d LU (') SHEET DRAWING 12 of139 C -5 179963 W U Z Z W J U (n J Q Z 0 cc O I— U W r+ C] Y d J H co U zy a a� d LU (') Q z II= Q a °o J_ G O < H itlo� r V F O CO U 0 W w C U A W SHEET DRAWING 12 of139 C -5 179963 W U Z Z W J U (n J Q Z 0 cc O I— U W O Y d J H co U zy a IL d LU (') Q z II= Q a °o J_ G O < H Jd V F w 0 W w SHEET DRAWING 12 of139 C -5 179963 W U Z Z W J U (n J Q Z 0 cc O C 9M] 270 260 250 8 , PROPOSED PUMP STATION ■ DWG • c RW PIPELINE TRACER WI Box Lo 00 A R7 11 ' >�,'�� ICI � � - ■��. ��'�, _. II Lu OT ui SEE SWPPP DWGS FOR LIMITS OF F VEGETATION PROTECTION Q INSTALL ORANGE TEMPOR�R INSTALLED 2" SO 19 E REMOVE AND REPLAqE AS c _ - - - -- DIRECTE • : • OF / RELOCATE EXIST ABANDON ?7WTR REMOVEAND EXISTING 12" RELOCATED TO 15 RETAINING WALL SOUTH OF CURB FACE WITH 12" l PVC AND 450 SENDS iof'PVCWATE DURING CONSTRUCTION CONSTRUCT 10'0 FUSIBLE PVC CONTROL WATER PIPELINE (FOR INSTALL 144.20 LF AND PROFILE OF 12" FUSIBLE PVC HGL 4631 ■ ■■ ■ ■ ■ ■ ■ ■�ifF�ii:L'�3� ��iEi�' ��iZ■■■■■■■■■■■■■■■■ I■■■■■■■ i. 7■■ �i�i■ �IEPl��TL' E�i�iZ ■ ■ ■ ■ ■■I ■ ■ ■I■ ■ ■ ■ ®7:1mt�a ■ ■■ ■■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ 11■■■■■■■■■■■■■■ I■■■■■ �■■■■■■■ eNnul� ■ ■■■E�93IIE�E�1�11J�� ■ ■ ■ ■ ■ ■■■ ■■ ■■■■■■■■■ 13�31�4i➢■■■ n■■■■■■■■■■ 11■■■■■■■■■■■■■■ I■■ F3�II> 31 \■ ■■■ ■ ■dl ■! ■ ■ ■ ■ ■1�9��F� ■�11 ��11� ■ ■ ■ ■ ■ ■ ■■■■ ■ ■■ 11■■■ I■ 3b�i�fii3��i�■ 11■■■■■► l■■■ ■u ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■.11►i ■ ■ ■ ■■ ■ ■ ■■ ■■ X31■■■■■ ■ ■i� ®� €lsli ■1�11�!■�1[1 ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■■ ■■■■ I■■■■■■■■■■ 11■■■■■■► l■■■■■■■■■■■■■■■■■■ I�\`\■■■■■\■■■■ bl■!' 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I■■ 11■!■■■■► l■■■■■■■■■■ I ■ ■ ■ ■ ■ ■ ■ ■■i� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■FIAI �� ■ ■ ■t','d��l ■ ■ ■ ■ ■I ■ ■ ■11 ■�� ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ►I ■ ■ ■I ■ ■ ■ \ \ \ ■ ■� ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■�-�.�+ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■IIC■ \lam `M 1 ■ ■ ■ ■ ■I ■!!I ■ ■ ■ ■ ■Ilni� ■■ ■ ■■ ■■■■■■ �A' 1I■ f�■■■■■ ti\■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■ I■l ilf■■ \I \ ■ ■I ■11 ■ ■I!� ■ ■I ■ ■ ■I ■ ■ ■ ■ ■11 ■ ■■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■I�E�a7■ 1191! 1■ �■ i\\■■ II■■■■■■ �7C�!■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I'�I! ■ ■ ■ ■1,� ■■ I■ al l.'•�E1(�R7AI ■!!! ■G7 ■ ■17�1� ■■ ■■ ■ ■■ ■■■■■■ R��3■■ E�9iliiifil■■\\■■■■■■■■■ I�f' �It■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■I::•!I ■l�mla\■IIS�IL' -" ■lk Cg151 ■ ■FI ■I� ■ ■ ■51�1� ■■ ■■ ■■■■■■■ ■ ■1'd9i ■[��1 ■ ■ ■ ■ ■ ■ \ \ii ■ ■ ■ ■ ■ ■ ■�i !■■■■■■■■■■■■■■■■■■■■■t �l!■■■■■\ 1�f1�1 ■E9f�tlCll ■ ■�! ■t■ ■ ■E��a ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�F� ■ ■ ■ ■ ■ ■ ■\ ■■■■■■■■ HE' I■■■■■■■■■■■■■■■■■■■■■■ HI!!■■■■f, �■ ■�Jl�Eld!'lFII�'■t! ■k! ■ ■E��t� ■■ ■■ 58+00 • 11 60+00 • 11 • 11 • 11 64+00 • 11 •• 11 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION ® SEE DWG C -5 58+46.14 1969581.98 6250849.38 18 30 31 58 +57.08 1963585.83 6250859.62 18 12m PVC 31 S88 0 26'06 'E 59 +17.08 1963583.88 6250919.59 18 33 32 59 +25.86 1963560.25 6250927.56 18 S88 °07'47 "E 99 40.18' 60+54.08 1963576.75 6251055.75 18 ® 60 +60.94 1963579.22 6251062.15 18 38.00' 35 12" PVC BN01d2 19835]].91 6251102.32 1© 36 38 61 +34.37 1963553.77 6251125.18 Q 12" PVC 37 S86° 0215511E 61 +72.37 1963552.35 6251163.16 Q 40 38 61 +96.59 1963569.00 6251180.73 Q N1050'16 0E 39 30.73' 63 +30.35 1963564.88 6251314.44 18 W 40 64 +35.38 1963557.64 6251419.21 l8 41 64 +78.68 1963556.25 6251462.49 18 42 65 +09.41 1963586.96 6251463.48 �® SCALE: 1 " =40' 0 20' 40' 205 DATA TABLE OQ /BEARING R I L I T DESCRIPTION O SEE DWG C -5 30 S88 0 07" 47 "E 60.00' 12" PVC 31 S66* 37'47"E r+ 8.78' 12m PVC 32 S88 0 26'06 'E e 128.22' 12' PVC 33 N68 ° 55'04 'E 6.86' a 12- PVC 34 S88 °07'47 "E 40.18' 12m PVC 95 3430 27"11"E 33.25' 12" PVC ` 96 S87° 51'09"E + 38.00' 12" PVC 3] N466 32'49"E J 24.21' 12" PVC 38 S88-13'55"E F 133.77' 12" PVC 39 S86° 0215511E 0 105.02' 12" PVC ` 40 S880 09'45 "E 43.31' w 12" PVC 01 N1050'16 0E U 30.73' 12' PVC 42 S88 6 14'36 "E W 299.96' 12m PVC 200 . FUSIBLE NOTES: 4 TINSTALL 21' MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A -2.3. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 13 INSTALL 12" GV PER STD DWG NO D-2.3. 18 INSTALL 128190* DI BEND. 190 17 INSTALL 125145* DI BEND. 18 INSTALL 12,122.50 DI BEND. 19 INSTALL 12,111.250 D1 BEND. 34 INSTALL 2 " RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B-1.5. 42 INSTALL TB PER STD DWG NO D -3.5. 43 INSTALL TB PER STD DWG NO D -3.6. 180 O PROTECT TREE. 45 REPLACE EXIST CATHODIC TEST STATION (ID #647 AND #648) WITH NEW STATION AND ANODES PER DETAIL 2, DWG CD -2. USE EXIST STRUCTURE LEADS. 52 CONSTRUCT TRENCH CUT -OFF WALL AND BAFFLE BOARDS PER STD DWG NO E -2.2. O REMOVE TREE. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VlPi n nATA ICI; m� ml�l SHEET DRAWING 13 Gf139 is -6 179963 W U Z Z W J U co J Q Z 0 cc O Imm W° 0,E L: Nm°0 Mo U � U: -ova W O-m0 L r+ �° nro3 h' d a3�3 e �• aM L: a VF- co c: m zy a a� L LU �¢ SHEET DRAWING 13 Gf139 is -6 179963 W U Z Z W J U co J Q Z 0 cc O Imm U W r+ C] Y d .Wi e Us aw zy a a� L LU �¢ z� ¢� ao J_ G + < a0 H J d IL r V F O 10 U 0 W w U C W SHEET DRAWING 13 Gf139 is -6 179963 W U Z Z W J U co J Q Z 0 cc O Imm U W O Y d .Wi e Us aw zy a L LU �¢ z� ¢� ao J_ G + < a0 H J d IL V F w 0 W w SHEET DRAWING 13 Gf139 is -6 179963 W U Z Z W J U co J Q Z 0 cc O 195 185 175 11 165 CONSTRUCT12 11PVC RW PIPELINE a O STATION P EASTING O 43 170+08.15 1963571.70 C 18 51 70+46.88 1963582.08 6251998.64 — 52 } 1963551.60 CAN Q 01'W (4P; 6 +64.93 1963550.23 6251467.04 6 =W STO ® 6 +70.93 U� — OH - 1© - E— 8 +89.12 1963553.54 F6251489.541 —6 "w (wC) 10 "FUSIBLE a M a L: a O 111 = — — d z F°. F W Z J r Z b CO > - LLI 1O R = z V V H C W U LU C � w a O co SHEET OH H.. _t— OH _ 14 of139 is -7 E ^ E — 0 � f p too a � STATION P EASTING DESCRIPTION 43 170+08.15 1963571.70 6251961.29 18 51 70+46.88 1963582.08 6251998.64 9®Q9 52 6 +13.93 1963551.60 6251416.05 Q 01'W (4P; 6 +64.93 1963550.23 6251467.04 6 =W STO ® 6 +70.93 1963554.48 — OH - 1© - E— CAUTION! CAUTION! EXISTING HP GAS EXISTING OH UTILITY \ \\ All 1 ih\ off— IV W IACP) COORDINATE TABLE -12" RW NO STATION NORTHING EASTING DESCRIPTION 43 170+08.15 1963571.70 6251961.29 18 51 70+46.88 1963582.08 6251998.64 9®Q9 66 +00 67 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. OH 1-1 —OH - INSTALL BLIND FLANGE AT TEE O \ CONSTRUCT12 "PVC RW PIPELINE SEE DWG C -8 IA \ N - \PH __\H k H R\ EL CAMINO REAL DATA TABLE -12" RW OA /BEARING R L T DESCRIPTION 42 SEE DWG C -6 43 N74 °27'38 "E 51 38.76' 1983555.87 12 "PVC SCALE: HORIZ: 1" = 40' VERT: 1"= 4' 70 +00 1951 1220 1851 1210 1751 1200 1651 1190 NOTES: O4 INSTALL 2" MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A -2.3. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. O9 INSTALL 12" DI BLIND FLG. 13 INSTALL 12" GV PER STD DWG NO 0 -2.3. 17 INSTALL 12" 450 DI BEND. 18 INSTALL 12" 22.50 DI BEND. 39 INSTALL TEE AND TB PER STD DWG NO D -3.4. 41 INSTALL TB PER STD DWG NO D -3.4. O INSTALL 10" 22.50 DI BEND. 52 CONSTRUCT TRENCH CUT -OFF WALLS AND BAFFLE BOARDS PER STD DWG NO E -2.2. 57 CONSTRUCT TYPE 1 RETAINING WALL PER SDRSD CA AND DETAIL It DWG CD -13. 76 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G -1. 77 SAWCUT, REMOVE, AND REPLACE DRIVEWAY PER SDRSD G -14A. COORDINATE TABLE - 10" WATER NO STATION NORTHING EASTING DESCRIPTION 50 5 +00.00 1963559.20 6251303.97 CONNECT TO EXIST 51 6 +07.94 1983555.87 6251411.85 0 52 6 +13.93 1963551.60 6251416.05 Q b3 6 +64.93 1963550.23 6251467.04 Q ® 6 +70.93 1963554.48 6251471.27 1© 55 8 +89.12 1963553.54 F6251489.541 CONNECT TO EXIST SCALE: 1" =40' 0 20' 40' SCALE: HORIZ: 1" = 40' VERT: 11=4' 71 +00 5 +00 6 +00 7 +00 PROFILE -10•• FUSIBLE PVC WATER (SEE DWG C -6 FOR PLAN) DATA TABLE -10" WATER O AIBEARING R L T DESCRIPTION 50 S880 14'10"E 107.94' W 10" FUSIBLE 51 S"'31' 02"E 5.99' r+ 10" FUSIBLE 52 588.2T17'E O 51.01' H 10" FUSIBLE ® N440 50'35"E �° 6.00' 10" FUSIBLE O S87 °02'28 "E 18.30' aw 10 "FUSIBLE 220 210 200 11901 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ICI; ED ml �l N; 0e °o U W U: — o wt r+ C] -m0 O H L Y d �° nro3 a� to aw �• a M a L: a C: co m Lu d z F°. F itlo� J H U W r+ C] O H Y d 'j a� aw zy a Lu d z F°. itlo� J r Z b CO > J •� 1O R = z V V H C W U LU C � w H U W O H Y d 'j aw zy a Lu d z F°. °o J G Z b CO > J •� 1O R = z V V H Z_ W LU � a O co SHEET DRAWING Q 14 of139 is -7 Z — 0 179963 p too 190 im 170 ISM CONSTRUCT 12" PVC _ -- RW-PIP sasP — easP � -- — - -- "s _ g— r SEEy-------- - - - - -- �s - - - - - -- 80 +39 81 +00 1 82 +00 _ 12 "S �. A 2 "s (vcPQ� 0 12 "s (vcd - — - " z s - - a a s *P) 0 FO FO FO FO SCALE: 1" =40' 0 20' 40' J ID to w (61 m- O 12"W (nePlB CONSTRUCT1211 PVC RW PIPELINE - 12-W (S.l — vi 11,11FILIlliwo witill llIKwA 11112 wrolo ri IN ! MOUNTAIN ! VISTA DR MATCH LINE � � � ;' ' EXISTINaoxUrrLlTv SEE RIGHT 6100, 00 cnuTloN! EXISTING HP GAS SCALE: 1" =40' 0 20' 40' SCALE: 'vJ •" E-rn iD¢ HORIZ: 1" = 40' VERT: 111=4p 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE CONSTRUCT12 11PVC STATION 3 RW PIPELINE O [1 80 +39.28 1963582.08 6251998.64 171.86' O 82 +11.14 0 _ 3 "c t O so —_,__ _ _- - _O rsz -00 OJ On I /_ M z �� SIP (wP)— (A9P) U d T IT1 _ I S _ 6251970.57 1� 2' c/) ' � - 87 +00 6 8 Ia'w (a 88 W O TD 00 5 87 +31.95 Z ui 6252209.12 EC 12" PVC W S88 058'05 "E L: — d' 12- PVC + ^` U cl mm 1- W J Q O � ~ � vi 11,11FILIlliwo witill llIKwA 11112 wrolo ri IN ! MOUNTAIN ! VISTA DR MATCH LINE � � � ;' ' EXISTINaoxUrrLlTv SEE RIGHT 6100, 00 cnuTloN! EXISTING HP GAS SCALE: 1" =40' 0 20' 40' SCALE: 'vJ •" E-rn iD¢ HORIZ: 1" = 40' VERT: 111=4p 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION [1 80 +39.28 1963582.08 6251998.64 171.86' O 82 +11.14 1963747.66 6251952.59 INSTALL TEE AND TB PER STD DWG NO D -3.4. O 82 +86.47 1983787.84 6252025.17 N15 °32'22"W ® 84 +90.24 1963964.16 6251970.57 1� © 85 +06.36 1963968.48 6251986.10 BC © 87 +31.95 1963996.86 6252209.12 EC DATA TABLE O A /BEARING R L T DESCRIPTION 1 N15 °32'22•W INSTALL 125190* DI BEND. 171.86' INSTALL 12,122.50 DI BEND. 12N PVC 2 N74- 2T 38 "E INSTALL TEE AND TB PER STD DWG NO D -3.4. 75.33' INSTALL TS PER STD DWG NO D -3.4. 12 -PVC 3 N15 °32'22"W ON DWG G -6, TYP. 203.7T SAWCUT, REMOVE, AND REPLACE CURB AND 12 "PVC 4 N74 °2738 "E 89 16.12' 12" PVC 5 16 °34'17" 780.00' 225.60' 113.59' 12" PVC 8 S88 058'05 "E L: 120.20' d' 12- PVC 1901 NOTES O INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG IMM NO A -1.3. O INSTALL 12" DI BLIND FLG. 13 INSTALL 12" GV PER STD DWG NO D-2.3. 16 INSTALL 125190* DI BEND. 180 18 INSTALL 12,122.50 DI BEND. 19 INSTALL 12,111.25* DI BEND. 39 INSTALL TEE AND TB PER STD DWG NO D -3.4. 41 INSTALL TS PER STD DWG NO D -3.4. 80 REPLACE VEHICLE DETECTOR LOOPS PER NOTES ON DWG G -6, TYP. 87 SAWCUT, REMOVE, AND REPLACE CURB AND — Y GUTTER PER SDRSD G -2. 89 SAWCUT, REMOVE, AND REPLACE MEDIAN CURBS PER SDRSD G -6. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER .Wi �00 SDRSD G -7. 11601 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; m1 ml�l N; 0,E IMM U jmw; sao U: -ova W ��JJ1 r+ C] IIJ OZ lm 0 .Ui nuLLu L Y O M �° o h' nro3 3 a� .Wi �00 4 �• aM L: a d' C: co m w .0 CQ W Q � ~ � IMM U W ��JJ1 r+ C] IIJ .Ui Y O M o �a a� .Wi �00 C `- d' w .0 CQ W Q � ~ � r a O Q a o J G z co w CO U .A F U A IL W IMM U W Y O M o �a .Wi �00 Qa w d 0 W Q a m Q a o J G z co w CO U .A F = V IL z V Z W W QpOF ESSIONq � a �4OOAS K. FCf�F, U s � (n C40 m Q 07STHM DRAWING 4 EeP. 3 -31 -2019 sr a 15 of139 is -$ Z hv1� cc 179963 195 185 175 11 165 CAUTION! CAUTION! EXISTING HP GAS SURVEY MONUMENT JOLINA WY LII 3 �3 a� J FLAIR ENCINITAS DR 5 _ —_ DUNSMORE CT CONSTRUCT12 "PVC RW PIPELINE o0 190 O v- o 0 - - -� - -- EASTING 0 T — lO"W (PC) _ 0 T 101V (ACS 88 +76.12 1964011.31 6252346.57 Q 0 l° W (R 6252461.35 1© + —CP)� — ss \ W -16 (ACP) 23.72' 0 W 10 ,U^ V 905.94' P)- -1 12- PVC in F- �• W 0 6' W Z C: — W J 0 - U) W Q - - itlo� r !U' o a J JOLINA WY LII 3 �3 a� J FLAIR ENCINITAS DR 5 _ —_ DUNSMORE CT CONSTRUCT12 "PVC RW PIPELINE o0 190 O v- o MOUNTAIN VISTA DR NO - - -� - -- EASTING T T — lO"W (PC) _ 17 T 101V (ACS 88 +76.12 1964011.31 6252346.57 Q �9 l° W (R 6252461.35 1© 10 —CP)� m ss \ W -16 (ACP) 23.72' J W MOUNTAIN VISTA DR NO - - -� - -- EASTING DESCRIPTION [7 88 +52.15 1963994.70 6252329.30 17 MOUNTAIN VISTA DR 88+00 89+00 90+00 • 11 • 11 • 11 94+00 • 11 96+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION [7 88 +52.15 1963994.70 6252329.30 17 O 88 +76.12 1964011.31 6252346.57 Q �9 -- 6252461.35 1© 10 W O ss Z W 23.72' J W 10 =0 905.94' nro3 12- PVC .Wi �� F- �• a L: a 88+00 89+00 90+00 • 11 • 11 • 11 94+00 • 11 96+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION [7 88 +52.15 1963994.70 6252329.30 17 O 88 +76.12 1964011.31 6252346.57 Q �9 89 +90.92 1964009.07 6252461.35 1© 10 90 +14.64 1963991.97 5252477.79 120PVC DATA TABLE O LIBEARING R I L I T DESCRIPTION © SEE DWG C -8 O N46 °07'19 "E GUTTER PER SDRSD G -2. 23.97' SAWCUT, REMOVE, AND REPLACE SIDEWALK PER 12" PVC S8) S88 052'41 "E r+ 114.80' 120PVC 9 S43 °52'41•E 23.72' Y 12-PVC 10 SSS- 52.12•E 905.94' nro3 12- PVC SCALE: 1 " =40' 0 20' 40' 1951 NOTES O INSTALL 1" COMBINATION AIR VALVE ASSEMBLY H PER STD DWG NO A -3.1. 17 INSTALL 12" 450 DI BEND. 18 INSTALL 12" 22.50 DI BEND. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 185 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER - SDRSD G -7. 175 165 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; M ml �l (D: Z e E H Mo Q �: U: -ova W ==mo r+ C] nu °u L Y O M �° o h' nro3 a� .Wi �� a3�3 �• an L: a C: co m w d 0 W Q itlo� H Q W r+ C] Y O M o �IL a� .Wi �� Qa w d 0 W Q itlo� r G a o Q J G 2 ro W .1 9mi C la- U C w H Q W Y O M o �IL .Wi �� Qa w d 0 W Q G a o Q J G 2 ro W .1 9mi la- 1: C) z V Z W W QpOF ESSIONq � a �4OOAS K. FCf�F, U s, co C40 m Q 07STHM DRAWING 4 EeP. 3 -31 -2019 ✓r � 18 of 139 is -9 Z �1V1` q f DF `A`1f�P 179963 e 210 200 190 Ism O cs O t — U � V, owl W Z 0 ( J S U- H Q 10 (acv)— — 16'w (acv)— 98 +00 ? \ 16 W (ACV) X97 +00 1 CAUTION! EXISTING HP GAS rcv7= I (Acv) 99+00 MOUNTAIN VISTA DR Pool WANDERING RD Iiiill�I -CONSTRUCT 121, PVC o RW PIPELINE J _ � O — _ - – _ _ - -- – P 0 "Sp I 6 / ' V 101 +00 — 102 +00 1103 +00 16 W (AC G - _ _ W Q - - - -- W x - - - -_- JW lam - - - zoo - -- - -- - I I SHADOW MOUNTAIN DR cc - SCALE: HORIZ: 1" = 40' VERT: 1"=4' 96 +00 97 +00 98 +00 99 +00 100 +00 101 +00 102 +00 103 +00 104 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO I STATION I NORTHING EASTING I DESCRIPTION 11 1 99 +20.58 1963974.11 1 6253383.58 1 BC 12 1 100 +81.3 1963964.48 1 6253544.00 1 ED DATA TABLE O A /BEARING R I L I T DESCRIPTION 10 SEE DWG C -9 -I 4 °36'21" 2000.00' 160.78' 1 80.43' 1 12- PVC 12 S84 °15'51•E r+ 596.32' 1 12- PVC SCALE: 1" =40' 0 20' 40' 2101 NOTES: 18 INSTALL 12" 22.50 DI BEND. 200 11901 Im THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; m� ml�l ai^ om °o L. �m�U Mo j° l sao W U: -ova ==mo r+ C] VJ ��JJ °u °0 L �° h' nro3 a� a3�3 aCL �• aM L: a w C: co m Lu d a ?r °z itlo� Q IMM U W r+ C] VJ ��JJ ja �(L a� aCL It w o Lu d a ?r °z itlo� Q r ICI a a � J_ G < CO W > Ci ILA U) C U A V W IMM U W ja �(L aCL It w o Lu d a ?r °z o Q a J_ G < CO W > Ci ILA U) Z_ V Z w w � a (n Q SHEET DRAWING 170f139 C -10 Z 17996 TO 9 225 215 205 195 0 O O OO U Q ITT Q y lu W %J CONSTRUCT12 19PVC RW PIPELINE WARNINGH EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG &E PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS NOTES ON \ i MOUNTAIN VISTA DR wS7_ll _1 1 S 2T1NDER MORGAN e. NOTES, DWG G -6 CAUTION! EXISTING OH UTILITY 1 O 0 O C4+ C4 v c Q 11 W zW Jl j _ U � Q L COORDINATE TABLE NO I STATION I NORTHING EASTING DESCRIPTION 13 106 +77.68 1983904.88 1 6254137.33 SC 850.00' 14 110 +53.32 1963949.80 1 6254507.21 1 EC DATA TABLE O A /BEARING R I L I T DESCRIPTION 12 SEEDWGC -10 13 25 °19'15" 850.00' 1 375.64' 1 190.94' 1 12-PVC 14 N70 024'54 "E INSTALL 1.5" RECYCLED WATER SERVICE 162.84' 1 12- PVC SAN DIEGO GAS & ELECTRIC COMPANY REVIEWED BY: SEE BID DRAWINGS DATE: COLLEEN FINO LAND MANAGEMENT REPRESENTATIVE SCALE: 1" =40' momili 0 20' 40' SCALE: HORIZ: 11=40' VERT: 1 "= 4' 104 +00 105 +00 106 +00 107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. VALID FOR 18 MONTHS FROM DATE OF SIGNATURE. 2251 NOTES O INSTALL 2" MANUAL AIR RELEASE VALVE ai: ASSEMBLY PER STD DWG NO A -2.3. OINSTALL 1" COMBINATION AIR VALVE ASSEMBLY }, PER STD DWG NO A -3.1. OINSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 215 13 INSTALL 12" GV PER STD DWG NO D -2.3. 18 INSTALL 12,122.50 DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE �° ASSEMBLY PER STD DWG NO B -1.3. 87 SAWCUT, REMOVE, AND REPLACE CURB AND a3�3 GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER L: a SDRSD G -7. 205 195 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIII n nATA ICI; m� ml�l Z � I- ai: }, co U: -ova W =m0 L r+ �° nro3 h' a3�3 N L: a co C: m a� CL w I- Q W O r+ C] Y J N IL a� CL w d 0 v d' CQ G av o Q� J_ r < W � IL v W z C1 C w U w C w I- Q W O Y J N IL CL w d 0 Lu Q G av o Q� J_ < W � IL v W z C1 ? w w a co Q SHEET DRAWING 18of139 C -11 Z 179963 O e 235 225 215 11 205 ,2 ° in < 16"W (ACP) _ 1 114+00 i 16 "W ACP) I6' (ACP) 16 "W (ACP) 16 W (A�6` 115 +00 116 +00 — 117 +00 118 +001 119 +00 18 ,N�... _ n— _ MOUNTAIN VISTA DR CONSTRUCTI2 "PVC RW PIPELINE 0 OVERLAND RD 0 :1 0 15 112+18.1 1984004.39 6254680.63 + 78 112 +30.9 N Mc I 19 17 114+00.0 1964064A8 c; QU 18 U� 12 w Zw �w °+ -F 1 � E r- N 472.74' U .J Us =m0 U� L 0a �° h' nro3 w d in 15 16 -W (ACP) 00 Q O W 1 C. 113+00 wZ G o + Q a LLJ J J_ L < 16 W _ IL U - 2 F' W -- > ci r' C] ? w C w QpOF ESSIONq a� a �4OOAS K. FCf�F, ,2 ° in < 16"W (ACP) _ 1 114+00 i 16 "W ACP) I6' (ACP) 16 "W (ACP) 16 W (A�6` 115 +00 116 +00 — 117 +00 118 +001 119 +00 18 ,N�... _ n— _ MOUNTAIN VISTA DR CONSTRUCTI2 "PVC RW PIPELINE SCALE: I I I OF HORIZ: 1 "= 40' VERT: 11=4p FF 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE 0 STATION 0 :1 0 15 112+18.1 1984004.39 6254680.63 + 78 112 +30.9 N Mc 6254675.30 19 17 114+00.0 1964064A8 6254834.16 QU 18 U� 12 w Zw �w DEFLECTION -F 18 U) 472.74' U .J Us =m0 Q SCALE: I I I OF HORIZ: 1 "= 40' VERT: 11=4p FF 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 15 112+18.1 1984004.39 6254680.63 7B 78 112 +30.9 7984006.54 6254675.30 19 17 114+00.0 1964064A8 6254834.16 DEFLECTION 18 116 +20.0 1964142.94 6255039.96 DEFLECTION DATA TABLE O LIBEARING R I L I T DESCRIPTION t4 SEEDWGC-tt 12" PVC 15 N81 °39'54 "E 14.83' 12" PVC 16 N70 °03'30 "E 169.05' 12' PVC 1] N69 603'29 "E 220.00' 12-PVC 18 N69 °50'31 "E 472.74' a SCALE: 1 " =40' 0 20' 40' 245 NOTES: 19 INSTALL 12" 11.250 DI BEND. 235 225 215 Kt =(:UKU UKAWINIU THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; I— m E m x o O O U w N: O Mo �: U: co -ova a .J Us =m0 L �° h' nro3 w d a3�3 �• aM Q L: a C. co m G o + Q a J_ L < W IL V F' W z — > ci r' C] ? w w QpOF ESSIONq a� a �4OOAS K. FCf�F, U C40 m Q =H� DRAWING 4 EeP. 3 -31 -2019 s' a C -12 Z hv1� q f DF `A`1f�P ra itlo� ICI � 0 co C U A W I— U w O + a .J Us r CL w d 0 w Q G o + Q a J_ L < W IL V F' W z — > ci ? w w QpOF ESSIONq � a �4OOAS K. FCf�F, U C40 m Q =H� DRAWING 4 EeP. 3 -31 -2019 s' a C -12 Z hv1� q f DF `A`1f�P 179963 0 NO e 255 245 235 225 CAUTION! GARDENDALE RD EXISTING HP GAS CONSTRUCT6 "PVC 3 RW PIPELINE . (BLIP Go SEEDWGC -19 \ 1ss w (acv) 124 +00 - 1w25 +0 s � O 129a00 0 s O N n w 126 *0p e\ �\ j3° 1 2 �. �O• 1a,wv1 12 i — �� a 21, �.� vs- �-^tii — e 9 17j° r Nca) 1 / D co 126 ((I O W 7 R O 5 _ yo c�wwtt VISTA CONSTRUCT 12" PVC J 4/ N, o- 6 -_1 �All` RW PIPELINE r y V70 70 M� 4 ci I SAL III LF 017 1 R 4 V H L 5417" �o r I I o I o a 0. F A H 245 255 IS C A E E T TJ NS S RA E TPIEIN C T 1� +W 1 1 5 5 5 S 0.37 I = 8 R 8 98 235 245 S -0 41 - 14 0• 2JCATV I E e0. S 0030 U U U cow �^• 0 4• mll W w 225 235 E c U m- A 51 1 MIN. N N m m fl w (O O O I— O N Q N T• 11 m F- h H• m SCALE: a 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 128 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO /BEARING G EASTING DESCRIPTION 19 18 .]3 6255483.43 O ® 175.34' M122+51.07I%4360.28 .28 6255632.06 BC 30 °04'40" 600.00' .19 625597 3.92 EC DATA TABLE OQ /BEARING R I L I T DESCRIPTION 18 SEE DWG C -12 12m PVC 19 N69 °50.36 "E NO A -1.3. 175.34' 1 12- PVC 20 30 °04'40" 600.00' 314.97' 161.21' 12- PVC 21 S60 °04'44 "E m 523.06' L: a SCALE: 1 " =40' 0 20' 40' 265 NOTES O INSTALL TEE AND VALVE ASSEMBLY PER STD DWG m NO D -2.7 AND DETAIL 1, DWG CD -1. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY �: PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG == NO A -1.3. 255 18 INSTALL 12,122.50 DI BEND. 87 SAWCUT, REMOVE, AND REPLACE CURB AND L GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER nro3 h' SDRSD G -7. 245 235 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TI4P VIPs IN nATA ICI; N; 0,E I— m LI°�" Mo m �: o U: —va == m mo L r+ �° nro3 h' a3�3 m �• aM L: a •Wi co C: m F r IL w I— m m U m O r+ C] m IL •Wi N a� r IL w d 0 Lu Q Iwo G o Q a itlo� J_ r < CO IL V F' W z C W U W q W I— U W O m IL •Wi N r IL w d 0 Lu Q Iwo G o Q a o J_ < CO IL V F' W z Z W W a (n -J SHEET DRAWING 20of139 C -13 Z 179963 O 01 e 0 0 O M � N �W WZ W (1) _ F— Q 285 275 265 255 NI 0A I I 4: x f] : I gal O R C A l i� 1' 1 CONSTRUCTS, PVC RW PIPELINE SEE DWG C -21 I'o 2 CONSTRUCT8" PVC RW PIPELINE -- D - -- - y 16 "W (AC y16 'W P) O i6' AI N lF "'° \ 129 +00 - - 130 +00 - - o -- 131 +00 < 22 132 +00 ? �\ - 133 +00 `.. 134 +00 CONSTRUCT 12� I d 6 0 PVC RW PIPELINE If CONSTRUCT6" MOUNTAIN VISTA DR IIIPVC RW PIPELINE SEE DWG C -50A 128 +00 129 +00 It a O 130 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 131 +00 SCALE: HORIZ: 1" = 40' VERT: II 4' 132 +00 133 +00 134 +00 A COORDINATE TABLE NO STATION NORTHING FASTING DESCRIPTION DESCRIPTION 22 SEE DWG C -13 131 +06.15 1964303.82 6256673.43 (79: 1 a-, MID F (D: �- L.°�" IIIN sa o MENEM - oIa ==mo nu °u L �° nro3 3I3 777 �• aM L: II •� C: co m l.+00 3 F . G. A COORDINATE TABLE NO STATION NORTHING FASTING DESCRIPTION DESCRIPTION 22 SEE DWG C -13 131 +06.15 1964303.82 6256673.43 (79: A SCALE: 1 "=4D' 0 20' 40' DATA TABLE O Q /BEARING R I L I T DESCRIPTION 21 SEE DWG C -13 22 1 S80 °04'44 "E O 624.31' 1 a-, MID 13051 z o s o � z 0 0 °u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��F7■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��G■■■■■ .. ■■ ■ ■ ■��Irl�S ■■ ■ ■ ■11■ ■■■■■ ■ ■ ■F�LTu�Q��:lr�i3�a■ ■111■■■■■■ O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■G7 ■1�1�■1�!��:a ■■■ ■ ■ ■ ■ ■ ■ ■ ■rJ� ■iiliiiii�l�il'� ■ ■■ - .. . , . iiii�r■iiiiiiiiiiiiiN iii WA - ■■ ■Sid ■ ■ ■ ■ ■�1��IGiil� ■■ .. . . iiiiiiiiiiiiii■®i�i�aiii m _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ • - DIME - • m m zo O O U (D: L.°�" sa o U: - oIa ==mo nu °u L �° nro3 3I3 �• aM L: a •� C: co m F ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��F7■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��G■■■■■ .. ■■ ■ ■ ■��Irl�S ■■ ■ ■ ■11■ ■■■■■ ■ ■ ■F�LTu�Q��:lr�i3�a■ ■111■■■■■■ O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■G7 ■1�1�■1�!��:a ■■■ ■ ■ ■ ■ ■ ■ ■ ■rJ� ■iiliiiii�l�il'� ■ ■■ - .. . , . iiii�r■iiiiiiiiiiiiiN iii WA - ■■ ■Sid ■ ■ ■ ■ ■�1��IGiil� ■■ .. . . iiiiiiiiiiiiii■®i�i�aiii m _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ • - DIME - • 320 310 300 290 O -- O _ M a > Z +00- \ 23 _ 16-w (ACP) .138 +00 - - - - 1391, 0 W ACP)� -.137 1s'w i39+ w M 24 -_ 4 300 x - -- - - -_ a 0 6 70 CONSTRUCT8 "PVC RW PIPELINE WINSOME PL Q — E � � "I - I --- - --T 6 70 MOUNTAIN VISTA DR CAUTION! EXISTING HP GAS GLEN ARBOR DR CONSTRUCT6' PVC RW PIPELI E f SEE DWG C -17 E p O ,O CONSTRUCTS" PVC RW PIPELINE SEE DWG C -50B — /s t^�2 Hm SCALE: HORIZ: 1" = 40' VERT: 1"= 4' 137 +00 138 +00 139 +00 140 +00 141 +00 142 +00 143 +00 144 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. A ZL COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 23 22 137+30.46 1964151.2 6257253.67 BC 24 0 20' 40' 139+01.03 1964144.68 6257272.80 EC 25 85.51' 139+22.35 1964078.40 6257452.76 BC 26 Y 141 +13.82 1964023.25 6257745.60 BC 27 151.10' 144 +13.23 1964022.84 625]]63.06 iO 1].62' 28 144 +21.09 1964023.05 6257755.57 ID DATA TABLE O A /BEARING R L i DESCRIPTION 22 SEE DWG C -14 81, PVC 23 S69- 4T 30 "E O 21.33' 0 20' 40' 81, PVC 24 10° 1T 14" 950.00' 170.57' 85.51' S" PVC 25 S69 °4730 "E 191.47' Y 8 "PVC 26 19 °03'39" 900.00' 299.41' 151.10' 8 "PVC 2] S88 °51'09 "E =m0 1].62' 300 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. o s �_z 0 0 °u I- ul m Q 0 SCALE: 1"=40' O O 0 20' 40' U 330 NOTES: C] N: O INSTALL 2" MANUAL AIR RELEASE VALVE a Y ASSEMBLY PER STD DWG NO A -2.3. J U: -ova OINSTALL 1" COMBINATION AIR VALVE ASSEMBLY a� =m0 PER STD DWG NO A -3.1. 22 INSTALL 8" 22.50 DI BEND. �° 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY h' nro3 3 ,320 4 PER STD DWG NO B -1.5. aM ~ � L: a 87 SAWCUT, REMOVE, AND REPLACE CURB AND co m Q GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER < CO SDRSD G -7. C IL 71 SAWCUT, REMOVE, AND REPLACE CONCRETE A CROSS GUTTER PER SDRSD G -12. W 80 INSTALL CROSS AND VALVE ASSEMBLY PER STD ? w DWG NO D -2.7 AND DETAIL 4, DWG MD -1. ---F3101 QpOF ESSIONq 300 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. o s �_z 0 0 °u I- ul m Q 0 x O O U r+ C] N: O a Y M J U: -ova a� =m0 L �° w d h' nro3 3 Lu 4 �• aM ~ � L: a G C. co m Q a J_ < CO I- Q W r+ C] O a Y M J + a� CL w d 0 Lu Q � ~ � r I� G O a � Q a J_ < CO C IL U A 14 W W I- Q W O a Y M J + CL CL w d 0 Lu Q G o e Q a J_ < CO L IL V 14 W z — > ci ? w w QpOF ESSIONq � a �4OOAS K. FCf� F, U s, co C40 m Q 0mmmSmHmMT DRAWING 4 EeP. 3 -31 -2819 sr � 22of139 C -15 z C1V1` q f DF `A`1f�P Fr 179963 310 h ➢1 �I CT 4" PVC RW MAT CHNESRlG152 *00 COOLNGREEN WAY 9/ CAUTION! EXISTING HP GAS SCALE: 1"=40' 0 20' 40' 0 0 0 0 N H to L wQ J Lu LI L) L U W Z J H CONSTRUCT 4" PVC RW PIPELINE CONSTRUCT6 91PVC COOLNGREEN WAY 150 +00 / 151 +00 152 +00 153 +00 154 +00 155 +00 FIELDYnIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, IN DING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED LOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. GLEN ARBOR DR COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTI 1 ❑ 150 +00.00 1964723.81 6257365.31 115.20' W 41" PVC 2O S55 °53'2rE 0 151 +15.20 1964617.53 6257409.76 29 0 151+45.27 1964600.67 6257434.66 ©9 ® 154 +5149 1964653.99 6257711Afl O N a� CL w It LU Q F°. G Q o e 3 v� J_ G < ED W Lu ■■■■■ I■■■■■■■■■■■■■■■{ V Z W U W a � W IiF�i: 139�d�9: 71�7iiGJ�iG U '� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1► \ ■ ■ ■W CC ■GE17.'19�3.YJY.]Y ■■■■■■■■■■■■■■■■■■■■■■■ ■CL�l3i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I \�■ ■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■Qzc��aa ®alas ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ ■■ ■�. ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■■■ ■■■I.a��' iii ■■■■■■■■■■■■■■■■■■■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■► ■ ■■■ ■a■is.ir� ■� ■III„ � ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■�I ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■e■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■i ■IO�r MEN ■■■■ �Z1iFi�l 53Z!— Ei�$7■ ul■■■■ r. l■■■■ ■ ■ ■■ ■�J■ ■ ■■■ ■�411i ■ ■ ■ ■■ ■ ■ ■ ■1l�� 7■■ \ ■■■■■+ �+. li■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ICi ■ ■ ■ ■■'ii ■i■ ■■ ■■iii■ ■ ■ ■ ■�i�!!I ■ELI ■!!I■ �1 ■■ ■ ■ ■ ■■ alp■■■■■■■■■■■■■■ 1! 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SEE GENERAL NOTES 1 AND 2 ON DWG G -5. GLEN ARBOR DR COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTI 1 ❑ 150 +00.00 1964723.81 6257365.31 115.20' W 41" PVC 2O S55 °53'2rE 0 151 +15.20 1964617.53 6257409.76 29 0 151+45.27 1964600.67 6257434.66 ©9 ® 154 +5149 1964653.99 6257711Afl O N DATA TABLE Q /BEARING R L T DESCRIPTION 1 S22 641'50 0E 115.20' W 41" PVC 2O S55 °53'2rE 30.OT r+ 4" PVC 3O N79* OT 01 "E �' 288.22' ED 4" PVC 4 S10 019'21 "E •Wi �10 147.89' 6-1 PVC NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D-2.7 AND DETAIL 1, DWG CD-1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. O8 INSTALL DI CAP AND TB PER STD DWG NO D -3.3. 11 INSTALL 6" DI BLIND FLG. 29 INSTALL 4" 450 DI BEND. 40 INSTALL TS PER STD DWG NO D -3.3. 71 SAWCUT, REMOVE, AND REPLACE CONCRETE CROSS GUTTER PER SDRSD G -12. NOT IN CONTRAC] THIS RECORD DRAWING HAS BEEN PREPARED, INS%, PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ICI; I< m Ira I 1 U U: -ova W =m0 L r+ �° nro3 h' �' a3�3 ED �• an L: a •Wi �10 c. m a� CL w U W 0 r+ C] Y �' ED a •Wi �10 a� CL w It LU Q F°. G Q o e 3 v� J_ G < ED W Lu V Z W U W a � W U W 0 Y �' ED a •Wi �10 CL w It LU Q F°. G Q o e Q J_ G < ED W Lu V Z W W � a U cO J SHEET DRA'4ING 23 of139 is -16 Z 0 179963 CC C CONSTRUCT 6" PVC RW CAUTION! CAUTION! PIPELINE SURVEY MONUMENT EXISTINGHPGAS & o — OUNTA IN VISTA D s _ - a= IS R 157 +00 - _ 6 — — �., oa 5 - —158 +00 7 -- -- _1 ^ _ -= CONSTRUCT811 56+ 0 _ _ - - 158 +p6 — PVC RW PIPELINE 71 8 - E: - — — — - - - — - - SEE DWG C -506 � rc Wig.. I 4 70 og _� 160 +00 @ce �aJ L d 0 v 3 LEAFWOOD PL I 70 i 1 CONSTRUCT 6" PVC RW PIPELINE ' SEE DWG C -15 SCALE:��_ GLEN ARBOR DR D® , 156 +00 157 +00 158 +00 159 +00 160 +00 161 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION ® 154 +31.49 1964653.99 6257711.80 1O 11 �0 5 ❑ 155+79.38 1964510.38 6257742.01 O8 161 156+50.21 1964439.73 6257764.89 512 °41'05 "W 7 ❑ 157 +67.72 1964322.98 6257765.55 EC ❑ 158 +76.61 1964213.87 6257763.37 1.05 " ®G PT ` STA 160+65.75 m STA 144+21.90 (C45) = STA 700+00.00 (C -5013) DATA TABLE O AlBEARING R L T DESCRIPTION 5 S10 °19'21 "E 70.83' W 6 "PVC SO S2 °22'36 "E 117.51' r+ 6 "PVC 7O 512 °41'05 "W 528.95' 116.66' 28.5T 8 "PVC 8 SO *05'35'W .j Us 190.97' NOTES: O3 INSTALL 2" MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A-2.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A-1.3. O8 INSTALL DI CAP AND TB PER STD DWG NO D -3.3. 27 INSTALL 6" 11.250 DI BEND. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B-1.5. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. 71 SAWCUT, REMOVE, AND REPLACE CONCRETE CROSS GUTTER PER SDRSD G -12. 81 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D-2.7 AND DETAIL 5, DWG MD -1. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TI4P VIPs IN nATA o 30 'z o 0 0 °u f ¢ Ira I� 1 Qi° °''a E I— L: Nm° U U: o co = °= W o L" r+ �° nro3 M o �• aM �a L: a .j Us VF- of F CL I— U W O r+ C] Y M o �a .j Us „ a� CL d0 W Q G o Q a o J_ r < CO � L j z V C W U W A � W I— U W O la Y M o �a .j Us „ CL d0 W Q G o Q a o J_ < CO � L j z V Z W W � a U co SHEET DRA'RING Q 24 of139 is -9 7 Z 0 179963 p 270 260 e FLORA VISTA ELEMENTARY SCHOOL / C ®ME 1 7 wANDE G 1 1 140p) CAUTION! SURVEY MONUMENT `emlill FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 1 CONSTRUCT 6" PVC RW PIPELINE SCALE: HORIZ: 1" = 40' VERT: 1"=4' 184+00 CAUTION! EXISTING HP GAS v w (ACP) ifeleffdol Will AMp7& If) el W S III 11 �a m 8.w (�P) /( �CONSTRUCT4" PVC RW PIPELINE RI! SEE DWG C -20 1 1 �/ G e COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 10 180 +00.00 1965171.28 6254350.21 O8 11 181+43.52 1985071.74 6254453.61 72 181 +61.81 1965065.07 6254470.64 346005'26 "E 13 182 +67.39 1964991.84 6254546.71 BC 14 185 +30.87 1964862.68 6254773.25 O 15 186 +13.17 1964846.96 6254853.96 EC 9 O LIBEARING R L n DESCRIPTION 10 S460 05'26"E r U) 143.52' W 61, PVC 11 zm 18.29' m o 61, PVC 12 346005'26 "E 105.58' D 6-1 PVC 13 28 °26'34" 530.75' 263AT 134.51' 6" PVC 74 � Lfl 530.75' 24 O 61, PVC O S83 °2500 "E O 279.36' O 6-1 PVC SCALE: 1 " =40' 0 20' 40' 250 o �I Q a r ■IEI 1:: 11 240 230 220 DATA TABLE O LIBEARING R L T DESCRIPTION 10 S460 05'26"E � 143.52' W 61, PVC 11 S68* 35'26"E 18.29' r+ 61, PVC 12 346005'26 "E 105.58' m 6-1 PVC 13 28 °26'34" 530.75' 263AT 134.51' 6" PVC 74 8053106" 530.75' 82.31' 41.24' 61, PVC 15 S83 °2500 "E L: 279.36' Q 6-1 PVC NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D -2.7 AND DETAIL 1, DWG CD -1. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. O INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 33 INSTALL 1.5" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B -1.3. 35 INSTALL 31' RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B-1.7. 85 INSTALL 31' REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY PER STD DWG NO C -2.2. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION PART, BASED UPON INFORMATION FURNISHED BY �4� RS K FCq� f OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM 040 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES s/g C1 y 1� SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF EA1.1fOF TW P mPi n nATA ICI; f ¢ Ira I� 1 (D: Z U Mo � W U: -ova O r+ C] =m0 nu °u m L IL �° h' nro3 a� a3�3 CL �• aM 0 L: a Q VF- "i G o Q a � � J_ I— U W O r+ C] m IL .J Us a� CL w d 0 Lu Q G o Q a � � J_ r < O CO � L j z - > � C W U W A � W I— U W O m IL .J Us CL w d 0 Lu Q G o Q a o J_ < CO � L j z - > � Z W W � a O) Q SHEET DRA'RING 25 of139 C -"I$ Z_ 0 179963 p e ��A n N 0 m C0 1 co C y O 0 0 O 250 240 230 220 CAUTION! CONSTRUCT661 PVC RW PIPELINE RAMBLING RD of AUT� 1'L I r ` ® 4 SCALE: 1 " =40' 0 20' 40' 188 +00 189 +00 190 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. CAUTION! EXISTING HP GAS 3 vA ay t um2m ,ew�a N CO � "p0 + O •OO 191 +00 SCALE: HORIZ: 1" = 40' VERT: 1"=4' 192 +00 8 11 BLUE BONNET CONSTRUCTI2" PVC RW PIPELINE SEE DWG C -13 EDGEFIELD IN MOUNTAIN CAUTION! CONSTRUCT 6" PVC RW PIPELINE + N MFN i az0 WQO 193 +00 RAMBLING RD I 2I I IT A DR SURVEY MONUMENT SCALE: 1"=40g INERMIlmomili 0 20' 40' 194 +00 195 +00 196 +00 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION 16 SEE DWG C-18 188 +92.53 1964814.93 6255131.47 BC 64.51' 17 17 190 +19.72 1964775.14 6255251.34 EC 0 8 " PVC 18 S49 °29'19 "E 190+48.13 1964747.68 6255258.62 ©5 19 19 287.98' 190 +80.49 1964726.66 6255283.22 BC S20 °02'48 "E ® 56.67' 192 +28.73 1964606.19 6255366.77 EC Q 21 192 +85.40 1964552.95 6255386.20 G a 232.63' 22 61, PVC 193 +18.99 1964524.25 6255403.65 J_ 23 < 195 +54.62 1 1984302.92 6255484.50 0 81 250 240 230 220 DATA TABLE O Q /BEARING R I L I T DESCRIPTION 15 SEE DWG C-18 18 23 °33'55" 309.25' 127.19' 64.51' 6" PVC 17 S14 °51'06 "E r+ 28.41' 8 " PVC 18 S49 °29'19 "E + 32.36' �a 6" PVC 19 29 °29'35" 287.98' 148.24' 75.80' 61, PVC 20 S20 °02'48 "E CL 56.67' d 61, PVC 21 S31 017'51 "E Q 33.59' 6-1 PVC 22 S20 6 03'54 "E G a 232.63' 61, PVC NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D-2.7 AND DETAIL 1, DWG CD-1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 25 INSTALL 6 "450 DI BEND. 27 INSTALL 6 "11.250 DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B -1.3. 81 INSTALL 12"x6" REDUCER. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; f ¢ Ira I� 1 I- W° 0,E L. N m n u Mo �: co U: —ova ==mo W L r+ C] + �• an �a L: a .J IA„ of a� CL w I- Q W O r+ C] + �a .J IA„ a� CL w d 0 W Q G a o Q itlo� J_ r < c000 CO Ill L O 10 U V F W z > � C W U W A W I- Q W O + �a .J IA„ CL w d 0 W Q G a o Q J_ < c000 CO Ill L W IL V F W z > � Z W W a co Q SHEET DRA'RING 26 of139 C -19 Z 179963 O e 240 230 220 210 200 203 +00 CONSTRUCT 4" PVC RW PIPELINE BREEZE LN SCALE: HORIZ: 1" = 40' VERT: I"=4' 204 +00 CAUTION! EXISTING HP GAS e "w OVERLAND RD 205 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. CONSTRUCT 4" PVC RW PIPELINE SEE DWG C -18 I'li I m HOD 4 I 14 CONSTRUCT 6" PVC RW fl PIPELINE 206+41 SEE DWG C -18 � X611 I RAMBLING RD 206 +00 207 +00 SCALE: 1"=40' immolmolommomil 0 20' 40' 208 +00 12401 12301 12201 12101 COORDINATE TABLE NO STATION I NORTHING EASTING DESCRIPTION 31 202 +86.00 1984536.95 6254638.37 1) 92 203 +74.35 1964615.41 6254678.98 2.00 °ANGPT 33 204 +55.12 1964685.83 6254718.55 3.00' AND PT ® 204 +65.30 1964894.98 6254723.02 BC 36 205 +30.49 1964755.66 6254746.47 EC 14 206+40.82 1964862.68 6254773.25 O1 DATA TABLE O LIBEARING R L T DESCRIPTION 31 N27 °22'07'E 88.35' W 4" PVC 32 N29* 19'43"E 80.78' r+ 4" PVC 33 N260 02'09"E O 10.18' 4" PVC 34 12 639'02" 295.25' 65.19' 32.73' 4" PVC 35 N14 °03'00 "E 110.33' 4" PVC NOTES: 1O INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D-2.7 AND DETAIL 1, DWG CD -1. 4O INSTALL 2" MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A-2.3. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 8O INSTALL DI CAP AND TB PER STD DWG NO D -3.3. 27 INSTALL 61111.250 DI BEND. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B-1.5. 50 INSTALL 6 "x4" REDUCER. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; f ¢ Ira I� 1 N: Z � E I— Mo �: U: -ova W =m0 L r+ �° nro3 h' O a3�3 �• aM L: a VF- "i �a F I— U W r+ C] O �a a� N CL W d F Q W G Z itlo� Q r a N J G O CO U W Lu V F W C > U A � W I— U W O �a .J LL N CL W d F Q W G Z 10 co Q a N J G < N W Lu V F W z > � Z W W a co Q SHEET DRA'RING 27 of139 is -20 Z 179963 O e MOUNTAIN VISTA DR 1 0 o CONSTRUCT6" PVC RW PIPELINE SEE DWG C -5OA vj CONSTRUCTS" PVC RW PIPELINE SEE DWG C -14 — 9M 270 260 250 210+00 W CONSTRUCT 12" PVC RW PIPELINE SEE DWG C -14 T+00 CONSTRUCT 8" PVC RW PIPELINE CAUTION! EXISTING HP GAS CONSTRUCT4" PVC RW PIPELINE SEE DWG C -23 — - .� —a..l - 43 20 S z 11 — — — — - - - - - - _ _ T'°e°s�P_ _ __ (Acv)_ __ _ _ 2 C — 20 "W (ACP)— - ___ -- — — 3P3=7 _ E __ E- D DNY X FIRE STATION I VILLAGE PARK WY 211 +00 212 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 213 +00 SCALE: HORIZ: 1" = 40' VERT: 1"=4' 214 +00 CLEAR VALLEY RD TO O 2i7+D N N 44 co 20 "W (MP) �j _ co CA>y SiT� U IT 3 215 +00 216 +00 217 +00 218 +00 A COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 40 210 +00.00 1964300.86 6256472.92 O9 41 210 +40.36 1964340.63 6256479.83 BC 42 212 +75.14 1964565.27 6256546.29 EC ® 215 +59.30 1964826.75 6256657.52 BC ® 217 +17.78 1964967.22 6256730.55 O1 51 DATA TABLE O Q /BEARING R L T DESCRIPTION 40 N9 °52'00 "E 40.36' 81, PVC 41 13 °07'16" 1025.20' 234.78' 117.90' 8" PVC 42 N23 °02'32 "E 284.16' a-. PVC 03 8 °51.34" 1024.93' 158.48' 79.40' e" PVC 44 25 °33'56" 1024.93' 457.32' 232.53' all PVC o 3 0 m z 0 0 u V ?< d ra Q O O U (D; SCALE: 1"=40' =' ° ` sao ® u: 0 20' 40' �_ `=mo L �° nro3 s rn- ao�3 280 NOTES: �: a VF- "i O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG - NO D-2.7 AND DETAIL 1, DWG CD-1. O3 INSTALL 21' MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A -2.1. 23 INSTALL 8" 11.250 DI BEND. c0 51 INSTALL I2 "x8 'REDUCER. 270 59 INSTALL 21' BLOW-OFF ASSEMBLY PER STD DWG NO A -1.1. c o a 87 SAWCUT, REMOVE, AND REPLACE CURB AND fa p GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER 3 y c SDRSD G -7. ..�. mO P 1 79 INSTALL CROSS AND VALVE ASSEMBLY PER STD � '� � U co DWG NO D-2.7 AND DETAIL 4, DWG CD-13. ICI m C U A W 250 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. I— U W O Y B' + IL •Wi LL N CL W d F Q Lu G o + Q a J G Lu < N CO �v � W z — > � Z W W QpOF ESSIONq � a �4OOAS K. FCf� F, U s � co C40 m Q DRA'4ING 4 EeP. 3 -31 -2019 sr a L 39 is -21 Z hv1� q f DF `A`1f�P 179963 CC `M 270 260 250 0 ' N� �E O m 00 �Z N� C) a O 218+00 CONSTRUCTS "PVC RW PIPELINE _ '1L�IliA��• _ _ a -mss �) — 20 w (�P)— i 219 +00 VILLAGE PARK WY 220 +00 221 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 'I AND 2 ON DWG G -5. SCALE: HORIZ: 1" = 40' VERT: 1"= 4' 222 +00 223 +00 t MA will t_ �:rr -- e••s(VCPI _ w P)� - 2 -G A V2'G 270 -- �� i I 224 +00 225 +00 226 +00 COORDINATE TABLE NO I STATION I NORTHING I EASTING I DESCRIPTION ® 221 +75.11 1965289.69 1 6257049.48 1 EC ® 225 +10.37 1985469.82 1 6257332.24 1 (2 ) 10 DATA TABLE 01A/BEARING I— I R I L I T DESCRIPTION ® I SEE DWG C -21 45 N57° 30' 00 "E 1 335.26' 1 8" PVC SCALE: 1 "= 40' I— 0 20' 40' 280 NOTES: ra¢ O2 INSTALL TEE (OMIT TB) PER STD DWG NO D -3.3. O O O4 INSTALL 2" MANUAL AIR RELEASE VALVE O ASSEMBLY PER STD DWG NO A -2.3. ° E 10 INSTALL 8" DI BLIND FLG. �' `. N m 14 INSTALL 8" GV PER STD DWG NO D -2.2 (OMIT TB). �a U: 21 INSTALL 8 "45 0 DI BEND. 270 =m0 260 250 Kt =(:UKU UKAWINIU THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; I— < a ra¢ O O U O //W11�� ° E ° N u �' `. N m �a U: -ova =m0 CL W L F �° h' nro3 Q a3�3 �• aM L: a VF- of J G Lu < N CO V F W z > � Z W r' C] ��JJ QpOF ESSIONq VJ � a �4OOAS K. FCf�F, a� U C40 m ZSH� DRAWING is -22 Z CC itlo� 179963 ra d I� 0 co C U C w I— U W O Y �' + �a •Wi LL N CL W d F Q W G a o Q J G Lu < N CO V F W z > � Z W W QpOF ESSIONq � a �4OOAS K. FCf�F, U C40 m ZSH� DRAWING is -22 Z CC 179963 0 C ki IA XVINCe \I L5� 4NIS �Y CONSTRUCT 4" PVC RW PIPELINE _ 270 260 250 Imm i z0 h � 52 vv ryo- 7 O 9N / 33 �k 6 70 CAUTION! SURVEY MONUMENT SCALE: 1" =40' 0 20' 40' CLEAR VALLEY RD .N %m p" W r D N O 0 O 0 '9 �OLc CONSTRUCT 4" PVC RW PIPELINE - - -y4 6 70 J CAUTION! EXISTING HP GAS SCALE: 1 " =40' 0 20 40' CIRCLE PARK LN , W &I -� CLEAR VALLEY RD NEI 242+00 243+00 244+00 245+00 246+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 247 +00 ° 11 248 +00 DATA TABLE O A /BEARING R L T DESCRIPTION 52 49 °57'00" 211.00' 183.95' 98.28' 4- PVC 53 N76 °10'05 "E ��I� 61.55' 1965135.62 4•PVC O 16 °28'21" 277.70' 79.84' 40.20' 4 "PVC 55 S39° 19' 55 "E •Wi LL 30.16' 04 4" PVC 56 S81 °10'14 "E EC 19.46' 56 4" PVC (57) 23 °1T44" 287.25' 116.79' 59.21' 4- PVC 58 857° 52' 30 "E 1965131.78 86.59' BC 4" PVC 58 N77°07'30 "E 1 246+46.76 16.33' 6256511.39 4" PVC 60 S57 °52'32 "E < 153.40' 1 1965045.18 4" PVC CONSTRUCTS" PVC RW PIPELINE SEE DWG C -21 249 +00 260 250 240 COORDINATE TABLE NO STATION I NORTHING EASTING DESCRIPTION O7 52 241 +55.00 1965023.95 6256086.57 BC �: jm,, 53 ��I� 243 +38.95 1965135.62 6256225.42 EC Y ® ==mo 244 +00.50 1965150.34 6256285.19 SC •Wi LL 55 04 244 +80.34 1965156.10 6256364.36 EC 56 29 245 +10.51 1965134.76 6256383.50 ©9 ®2 Q 5] INSTALL 1.5" RECYCLED WATER SERVICE 245 +29.97 1965131.78 6258402.73 BC H in 58 a 1 246+46.76 1965091.20 6256511.39 EC INSTALL 2" RECYCLED WATER SERVICE 58 < 247 +33.35 1 1965045.18 1 6256584.72 2® 60 24]+49.68 1965048.80 6256600.64 2® z ® q W 249 +03.08 1964967.22 6256730.55 O® ICI; I < m Ira I� 1 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. QpOF ESSIONq �`"o�PS K. FCf9 �c s C40 �' 4 EeP. 3 -31 -2019 s clvl\ a rgtf OF CAl \f OP O: 0,E O7 INSTALL 2 " SLOW-OFF ASSEMBLY PER Zz Mo C] �: jm,, sa o ��I� � U: -ova INSTALL DI CAP AND TS PER STD DWG Y C' ==mo NO D -3.3. •Wi LL o�+i 04 L 0 29 �° h' nro3 Q a3�3 INSTALL 1.5" RECYCLED WATER SERVICE L2 aM � U H in L: a ��- °i INSTALL 2" RECYCLED WATER SERVICE G < N W NOTES: ASSEMBLY PER STD DWG B -1.5. •� 42 INSTALL TB PER STD DWG NO D -3.5. z O1 INSTALL TEE AND VALVE ASSEMBLY PER q W 55 INSTALL 8 "X6" REDUCER. STD DWG NO D- 2.7AND DETAIL 1, DWG W CD -1. INSTALL 2" BLOW -OFF ASSEMBLY PER � a O5 INSTALL V, COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. QpOF ESSIONq �`"o�PS K. FCf9 �c s C40 �' 4 EeP. 3 -31 -2019 s clvl\ a rgtf OF CAl \f OP H O7 INSTALL 2 " SLOW-OFF ASSEMBLY PER Zz C] STD DWG NO A -1.3. ��I� � ° o a� O INSTALL DI CAP AND TS PER STD DWG Y C' NO D -3.3. •Wi LL o�+i 04 N 0 29 INSTALL 4" 450 DI BEND. F Q 33 INSTALL 1.5" RECYCLED WATER SERVICE ICI ao � U H in ASSEMBLY PER STD DWG B -1.3. Q O INSTALL 2" RECYCLED WATER SERVICE G < N W �vd� ASSEMBLY PER STD DWG B -1.5. •� 42 INSTALL TB PER STD DWG NO D -3.5. z q W 55 INSTALL 8 "X6" REDUCER. Z W 59 INSTALL 2" BLOW -OFF ASSEMBLY PER � a STD DWG NO A -1.1. 67 SAWCUT, REMOVE, AND REPLACE CURB cO Q SHEET DRA•RING 30 of139 AND GUTTER PER SDRSD G -2. Z 70 SAWCUT, REMOVE, AND REPLACE 179963 SIDEWALK PER SDRSD G -7. O THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. QpOF ESSIONq �`"o�PS K. FCf9 �c s C40 �' 4 EeP. 3 -31 -2019 s clvl\ a rgtf OF CAl \f OP H U W O Y C' �a •Wi LL o�+i N CL W d F Q W G a H in Q J G < N W �vd� z V Z W W � a cO Q SHEET DRA•RING 30 of139 (-.' -23 Z 179963 O e 300 290 270 SPLITRAIL DR Blu GLEN ARBOR DR A 250+00 251+00 252+00 253+00 254+00 255+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 256 +00 257 +00 O O O O + Lf'J co U-) N N U U) UU wW K J U) U CQ C Sc ALE: 1 "= 40' 0 20' 40' 258 +00 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION ]i 249 +96.00 1966308.50 6255194.81 (8: 72 251 +61.66 1966258.62 6255348.58 BC 73 252 +10.25 1966244.27 6255394.98 EC ® 255 +00.00 1966175.28 6255676.40 1.780ANG PT 91 255 +32.49 1966166.68 6255707.71 1.780 ANG PT DATA TABLE O Q /BEARING R L T DESCRIPTION 71 S72 °01'40 "E 165.66' W B-1 PVC 72 4 °43'03" 590.07" 48.58' 24.31' e" PVC 79 S76 013'36 "E m' ° 289.75' + S" PVC 90 S74027.47 -E U: 32.49' 81, PVC 91 S76 613'38 "E N 311.13' CL 8-1 PVC ICI; f ¢ Ira I� 1 270 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA I— N; 0,E U W M o Y m' ° Lao + �a U: -va ==omo N CL w d 0 L Lu Q �° nro3 s G 300 NOTES: Q :7 a a J G < N CO O INSTALL I" COMBINATION AIR VALVE �: co F m V ASSEMBLY PER STD DWG NO A -3.1. it � OINSTALL 2" BLOW -OFF ASSEMBLY PER STD W w DWG NO A -1.3. � a OINSTALL DI CAP AND TS PER STD DWG NO D-3.3. cCOD co Q SHEET DRA'RING 23 INSTALL 8" 11.25° DI BEND. Z cD I 290 y 33 INSTALL 1.501 RECYCLED WATER SERVICE O ASSEMBLY PER STD DWG NO B -1.3. �° o 71 SAWCUT, REMOVE, AND REPLACE CONCRETE A O CROSS GUTTER PER SDRSD G -12. 89 SAWCUT, REMOVE, AND REPLACE CURB PER O SDRSD G -6. h a o O U co 280 U A W 270 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA I— U W O Y B' + �a .J LL N CL w d 0 Lu Q G o + Q a J G < N CO m V it � Z W w � a co Q SHEET DRA'RING 31 of139 is -24 Z 179963 O e 320 310 300 11 290 CAUTION! CONSTRUCT 8" EXISTING HP GAS PVC RW PIPELINE soz. s 69 70 _ -_ w� -__ + �i�� _ 310- N.-, -� .263+00 77- N b G - -30o m 7e s2 2s2 +oo = — _ � - moo- -- - __59+0 3 2 oo_ a 74 , 7s i6o +00 - 6.. W(ACP) T - F 0° Q VILLAGE CENTER DR g GLEN ARBOR DR 258 +00 259 +00 260 +00 261 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. SCALE: HORIZ: 1" = 40' VERT: 1"=4' 262 +00 263 +00 v 264 +00 � O o° 3160 � c\j c`v � 26 Ui - 265 +00 266 +00 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION ]4 258 +43.63 1966092.52 6256009.82 BC 70.97' ]5 259 +14.59 1966087.22 6256080.59 EC 167.09' 78 260 +81.68 1966088.89 6256247.66 0.65 °ANGPT 46.69' ]7 263 +16.83 1966092.60 6266482.57 BC 98.58' ]8 264 +13.21 1966079.39 6256577.84 EC 385.43' 92 261 +28.38 1966088.82 6256294.36 1.23 °ANG Pi DATA TABLE O L113EARING R L T DESCRIPTION 91 SEE DWG C -24 74 9 °41'44" 419.37' 70.97' 35.57' all PVC 75 N69° 25'38"E 78 167.09' =m0 6" PVC 76 S89 ° 55'14 "E 46.69' 6" PVC ]] 18 °05103" 306.00' 98.58' 48.70' 8" PVC 78 S73 °03'49 "E 385.43' aM 6" PVC 92 N68° 51' O8 "E 188.25' co m 8" PVC SCALE: 1"=40' 0 20' 40' 3201 NOTES: O INSTALL 1 "COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O INSTALL 2 "RECYCLED WATER SERVICE Mo ASSEMBLY PER STD DWG B -1.5. 89 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G -6. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK 310 PER SDRSD G -7. 78 PROTECT IN PLACE EXIST CROSS GUTTER. 300 290 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; f ¢ Ira I� 1 N: Z � E I- Mo Q �: U: co —ova W r+ C] =m0 O L �° rn' nro3 3�3 a� •Wi LL a �• aM L: a C: co m W d F Q Lu itlo� I- Q W r+ C] O � a� •Wi LL N CL W d F Q Lu itlo� r ICI G a a � Q J G < N CO C U A W W I- Q W O � a •Wi LL N CL W d F Q Lu G a o Q J G < N CO Lu W z >a V Z W W QpOF ESSIONq � a �4OOAS K. FCf�F, U s, co C40 m Q SHEET DRAWING 4 EeP. 3 -31 -2019 sr a 32 of 139 C -25 Z c1V1` q f DF `A`1f�P 179963 e I 310 300 290 O i m Z 3�0 o m 00 N 04 0 0 O 266+00 WILLOWSPRy`?G.DRN. CONSTRUCT 8 PVC RW PIPELINE foe - 00 GLEN ARBOR DR / WILLOWSPRING DR 267 +00 268 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 269 +00 o0 oo. o (ACT' EV C-)� 'v co �P Sc ALE: 1 " =40' 0 20' 40' SCALE: HORIZ: 1" = 40' VERT: 1"=4' 270 +00 DATA TABLE O AIBEARING R I L I T DESCRIPTION ]8 SEE DWG C -25 O S28 °03'49 "E 21 33.49' 268 +32.13 8-1 PVC 80 S71 °16'28 "E 81 34.72' 1965926.41 8" PVC 81 33 °31'33" 257.79' 150.84' 77.65' 8 "PVC 82 S32° 29' 54 "E 1965469.82 422.67' O2 10 8" PVC 0 0 c 0 0 C4 LL J � WW W Z J Q CONSTRUCT814 PVC RW PIPELINE SUMMERHILL DR w I , II 111' L WOODMOSS CT 1zw WILLOWSPRING DR CONSTRUCTS" PVC RW PIPELINE SEE DWG C -22 — 271 +00 272 +00 273 +00 274 +00 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION ® 267 +98.64 1965967.11 6256846.56 21 80 268 +32.13 1965937.55 8256982.31 2� 81 268 +66.85 1965926.41 6256995.19 BC 82 270+17.70 1965826.30 6257105.16 EC ® 274+41.53 1965469.82 6257332.24 O2 10 290 270 260 1 Vl I I IN I L-1-J 274 +00 - 12'W (A( I` il" � t 1 I Am VILLAGE PARK WAY SCALE: 151=401 0 20' 40' NOTES: O2 INSTALL TEE (OMIT TB) PER STD DWG NO D -3.3. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 10 INSTALL 8" DI BLIND FLG. 14 INSTALL 8" GV PER STD DWG NO D -2.2 (OMIT TB). 21 INSTALL 8" 45" DI BEND. 22 INSTALL 8" 22.50 DI BEND. O INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B -1.5. 67 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; I< m Ira I� 1 I- Q sao cD U: -ova O r+ C] =m0 v �a �° nro3 a� N CL �• an F L: a Q VF- of G a o F Q itlo� J I- Q cD O r+ C] v �a .J Us a� N CL W d F Q Lu G a o Q itlo� J r < N W Lu O CO U W z > � C W U W A � W I- Q W O fO v �a .J Us N CL W d F Q Lu G a o Q J G < N W Lu W z > � Z W W � a co Q SHEET DRAWING 33 of139 is -26 Z 179963 O w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 ,1 CAUTION! co EXISTING HP GAS COUNTRYWOOD LN 319 +25 320 +00 321 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. A COORDINATE TABLE NO STATION 325 EASTING DESCRIPTION I 7 I DESCRIPTION 15 S700 59' 10 "E =' ° ` sco 17.14' 016 67.16 19626M.f4 6256652.67 33 059'31" 50 319+34.00 1962372.26 6256688.95 j 15 321 +15.27 1962257.65 6256825.94 EC 23 321 +32.40 1962252.06 6256842.15 1� aon a� ry M 2): NOTES: a G a o e !�; m � � O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG - J_ NO D-2.7 AND DETAIL 1, DWG CD-1. < M � 1 O4 INSTALL 2" MANUAL AIR RELEASE VALVE d F ASSEMBLY PER STD DWG NOA -2.3. V y V 325 w w C INS U -L !O Aql- OF4"DiRltPVC W H L 5 T 315 315 E r OI r S A 2 +1 7 0 STA 341+0 5 N m 47 q o al n m + m0 0 0 la M C r N IL 305 oP N C + IN E M 36 w F W G EI w w' 295 s• 1 i2' UTL 19•• i S 295 = - 0.0164 S og SCALE: HORIZ: 1" = 40' VERr: 1" = 4' 1 319 +25 320 +00 321 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. A COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION I 7 I DESCRIPTION 15 S700 59' 10 "E =' ° ` sco 17.14' 016 67.16 19626M.f4 6256652.67 33 059'31" 50 319+34.00 1962372.26 6256688.95 j 15 321 +15.27 1962257.65 6256825.94 EC 23 321 +32.40 1962252.06 6256842.15 1� A z 3 o s Z 0 0 °u lam m d o C_ � U DATA TABLE O A /BEARING I R I L I 7 I DESCRIPTION 15 S700 59' 10 "E =' ° ` sco 17.14' ® 6" PVC O 33 059'31" 305.64' 181.27' 93.39' 4" PVC z 3 o s Z 0 0 °u lam m d o C_ � U O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. ZO8 INSTALL DI CAP AND TB PER STD DWG NO D -3.3. 30 INSTALL 4" 22.5° DI BEND. 31 INSTALL 4" 11.250 DI BEND 34 INSTALL 21' RECYCLED WATER SERVICE ABBEMBLY PER STD DWG NO B-1.5. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -12. 71 SAWCUT, REMOVE, AND REPLACE CONCRETE CROSS GUTTER PER SDRSD G -12. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER II U L: �m`pnU SCALE: 1" =40' =' ° ` sco ® U: a domo r+ 0 20' 40' �° �a LL M as L �° nro3 rn- s w d aon a� ry M 2): NOTES: a G a o e !�; m � � O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG - J_ NO D-2.7 AND DETAIL 1, DWG CD-1. < M � 1 O4 INSTALL 2" MANUAL AIR RELEASE VALVE d F ASSEMBLY PER STD DWG NOA -2.3. V O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. ZO8 INSTALL DI CAP AND TB PER STD DWG NO D -3.3. 30 INSTALL 4" 22.5° DI BEND. 31 INSTALL 4" 11.250 DI BEND 34 INSTALL 21' RECYCLED WATER SERVICE ABBEMBLY PER STD DWG NO B-1.5. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -12. 71 SAWCUT, REMOVE, AND REPLACE CONCRETE CROSS GUTTER PER SDRSD G -12. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER SHEET DRAWING 3nf139 C -29 179963 W U Z Z w J a U co J a Z_ 0 cc 0 II U w O a r+ C] VJ ��JJ �a LL M as w d a� < � G a o e v � � J_ G < M � J d F V y V w w C U q W SHEET DRAWING 3nf139 C -29 179963 W U Z Z w J a U co J a Z_ 0 cc 0 II U w O a -W+ �a LL M as w d w < � G a o e a J_ G < M � J d F V y V w w SHEET DRAWING 3nf139 C -29 179963 W U Z Z w J a U co J a Z_ 0 cc 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 310 300 290 PARK DALE RECYCLED WATER PIPELINE SEE DWG C -33 CONSTRUCT 6" PVC RW PIPELINE COUNTRYWOOD LN VV l J.A \x AALkv L1 \LW A 0.nIURTR1 N!T A" CONSTRUCT6" PVC RW PIPELINE SCALE: 1 " =40' 0 20' 40' N 340+00 11 11 11 11 11 346+00 11 11 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 92 340 +00.00 1961949.60 6256765.43 O2 21 342 +52.53 1962188.35 6256847.70 ® ®2 22 342 +89.31 1962221.41 6256831.59 N19 °00'50 "E 23 343 +21.73 1962252.06 6256842.15 O® 24 345 +36.54 1962455.15 6256912.13 Be DATA TABLE O LIBEARING R L T DESCRIPTION 20 N19 °00'51 "E 252.53' W 6N PVC 21 N25° 59' 10 'W L: � 36.78' 6" PVC 22 N19 °00'50 "E 32.42' m 6N PVC 23 N19 °00'50 "E U. 214.81' 6- PVC 24 58 °54'48" 409.00' 420.55' 230.99' 6N PVC 3 z o M Z 0 0 °u lam m d O U 300 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA 9 I— U 0540 W L: � Mo m IL U. - o co `Z m, 0 CL d 0 L °u°0 Q �° h- nro3 s G 330 NOTES: �: ao�3 ry M a o J a M co O INSTALL TEE AND VALVE ASSEMBLY PER STD DING G C. - co NO D -2.7 AND DETAIL 1, DWG CD -1. V OINSTALL TEE AND TB PER STD DWG NO D -3.3. W 15 INSTALL 6" GV PER STD DWG NO D -2.2. � a 25 INSTALL 6 "45 0 DI BEND. ,320 28 INSTALL 6" 22.5° DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE co Q SHEET DRA'RING 38 Gf139 ASSEMBLY PER STD DWG NO B -1.3. Z i• 42 INSTALL TB PER STD DWG NO D -3.5. O 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB 3 y o CQ AND GUTTER PER SDRSD G -4A. ..�. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER � m f4 O '� � U SDRSD G -7. ICI p o 310 71 SAWCUT, REMOVE, AND REPLACE CONCRETE O q CROSS GUTTER PER SDRSD G -12. 300 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA 9 I— U W O m IL .J CL d 0 Lu Q G o Q a o J < W M co > Qj V Z W W � a co Q SHEET DRA'RING 38 Gf139 C -31 Z 179963 O e 340 330 320 310 VT r� v y� may, U r� CAUTION! I SURVEY MONUMENT 10 '% 5V) COUNTRYHAVEN CT \ � 1 J � 3 CAUTION! CONSTRUCT PIPELINE rrr lolR�� —I�1 rl I �I �I ICI II II' I I I COUNTRYHAVEN RD COORDINATE TABLE NO STATION NORTHING FASTING DESCRIPTION DESCRIPTION 25 SEE DWG C -31 849 +57.08 1962721.87 6257213.33 1 EC DATA TABLE O 1 AlBEARING I R I L I T DESCRIPTION 24 SEE DWG C -31 25 N7rM'38 "E W 667.00' 1 6N PVC ICI; 11111111111111111111111 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 310 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA n I- Q W O O O �a U .J LL aw N d0 Lu Q G a SCALE: 1"=401 Q =' ° ® J U: co 0 20' 40' L IL �_ E o m o V F" L nu °u Z �° h- nro3 s W � ao�3 340 NOTES: �: a O INSTALL 1" COMBINATION AIR VALVE ASSEMBLY C. - co m SHEET DRAWING 1 39of139 PER STD DWG NO A -3.1. Z 33 INSTALL 1.5" RECYCLED WATER SERVICE 179963 ASSEMBLYPER STD DWG NO B -1.3. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY cD PER STD DWG NO B-1.5. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB 330 AND GUTTER PER SDRSD G -4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER m a SDRSD G -7. I fa p ADDITIONAL DEFLECTION I~ p o COUPLINGS c p m '320 348 +15 348 +88 348 +38 349 +10 348 +57 349 +28 A 11111111111111111111111 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 310 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA n I- Q W O H �a .J LL aw M d0 Lu Q G a o Q J W < M L IL V F" z Z W W � a (n Q SHEET DRAWING 1 39of139 is -32 Z 179963 O 310 300 290 9MJ - CAUTION: SERVICE RELOCATION MAY BE REQUIRED TO AVOID CITY TREE 9 i opt CONSTRUCT 4" - CONSTRUCT4" PVC RW PIPELINE PVC RW PIPELINE CONSTRUCT6" COUNTRYHAVEN RD PVC RW PIPE L NE SE C- 1 �r -3( 63app. o o —T_ - 364 +00 +0 365 + 00. e 1 P) s°rrycrr 32 I ! �� CAUTION! CONSTRUCT 6" r EXISTING HP GAS PVC RW PIPELINE—/ PARK DALE LN ,},6 e� Ko°l CAUTION! I SURVEY MONUMENT SCALE: 1 "= 40' NNW 0 20' 40' 111111:::::: 11111111111 1 "::::: 361+00 362+00 363+00 364+00 365+00 366+00 367+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 13101 13001 12901 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 91 381 +00.00 1962129.1] 6256469.12 BC 8O 32 384+49.70 1981948.80 6256765.43 (i 300.30' 33 4•PVC /6 "PVC 36] +50.00 196191].92 6257061.97 EC(!) DATA TABLE O1 o /BEARING R nv i DESCRIPTION 31 27 °00'47" 741.74' 349.70' 1 178.16' 4 "PVC /6 "PVC 32 23 °12'23" 741.36' 300.30' 1 152.22' 4•PVC /6 "PVC NOTES: O2 INSTALL TEE AND TB PER STD DWG NO D -3.3. O4 INSTALL 21' MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A -2.3. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. 8O INSTALL DI CAP AND TB PER STD DWG NO D-3.3. 15 INSTALL 6" GV PER STD DWG NO D-2.2. 26 INSTALL 6" 22.5° DI BEND. 34 INSTALL 21' RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B-1.5. 50 INSTALL 6 "X 4" REDUCER BOLTED TO C EAST & WEST. 84 INSTALL REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY PER STD DWG NO C -2.1. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; lam ua o � � U (D: d � E I— nv � u: sao U: =oma W o O r+ �° nro3 h' a3�3 an �a L: a LL VF- of a� M CL w I— U W O r+ C] �a LL a� M CL w d 0 Lu Q G o � ~ � J r < M O CO L IL Ci F z C W U W A � W I— U W O �a LL M CL w d 0 Lu Q G o J < M CO L IL Ci F z Z W W � a U co SHEET DRA'RING Q 40 af139 C -33 z 0 179963 p w x z z_ z_ w J COa U J a Z_ 0 CC 0 CONSTRUCTS" �I PVC RW PIPELINE - .�� SEE C -50B 19 �\ — 0 27 A CONSTRUCT 6" PVCRW PIPELINE SE€DWG C-42 CONSTRUCT8" PVC RW PIPELINE SEE DWG C -506 CAUTION! ISURI MONUMENT PVC RW PIPELINE SEE DWG C-42 — GLEN ARBOR DR 387 +00 n COUNTRYHAVEN RD SCALE: 1 " =40' 0 20' 40' FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 384 +00 385 +00 386 +00 387 +00 ASTA 384 +10.51 = STA 708+40.83 (DWG C5013) COORDINATE TABLE NO STATION 350 EASTING DESCRIPTION DESCRIPTION 41 SO °98'13 "W 882 16.00 33.99' W 4- PVC 42 18 °42'20" 611.00' 178.15' 1963173.09 625708.68 eq(�) S12 ° 04'07 °E O 120.58' 4 "PVC L: a –9-- VF- "i �a 1963178.35 6257657.08 EG Be Qa M w d 0 — 1963193.40 6257793.25 • 41 350 384 +10.51 1963190.29 6257831.56 Q 42 a 364 +44.50 1963156.40 6257828.81 SC < 43 CO 386 +22.65 1962979.26 INSTAL EC L 32 671LF�OF 1962861.36 6257865.52 BlDq V 19 P C A > W � Z W W � a co Q SHEET DRA'RING azarlss G =56 ' 179963 O 340 340 0 0 r I �"' 330 330 I a. 2G N 320 °m N M II 320 r M SCALE: HORIZ: 1 "= 40' 4' O 1' FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 384 +00 385 +00 386 +00 387 +00 ASTA 384 +10.51 = STA 708+40.83 (DWG C5013) COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION 41 SO °98'13 "W 882 16.00 33.99' W 4- PVC 42 18 °42'20" 611.00' 178.15' 1963173.09 625708.68 eq(�) S12 ° 04'07 °E O 120.58' 4 "PVC L: a –9-- VF- "i �a 1963178.35 6257657.08 EG Be Qa M w d 0 — 1963193.40 6257793.25 • 41 384 +10.51 1963190.29 6257831.56 Q 42 a 364 +44.50 1963156.40 6257828.81 SC < 43 CO 386 +22.65 1962979.26 6257840.32 EC 28 387+43.21 1962861.36 6257865.52 O1 DATA TABLE O 0 /BEARING R L T DESCRIPTION 41 SO °98'13 "W 33.99' W 4- PVC 42 18 °42'20" 611.00' 178.15' 89.71' 4- PVC O S12 ° 04'07 °E O 120.58' 4 "PVC NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D -2.7 AND DETAIL 1, DWG CD -1. O5 INSTALL 1" COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. O8 INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 30 INSTALL 4" 22.50 DI BEND. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B -1.5. 58 REPLACE CONCRETE PAVING IN KIND PER COE NOTES, DWG G -6. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G -4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. 71 SAWCUT, REMOVE, AND REPLACE CONCRETE CROSS GUTTER PER SDRSD G -12. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA z 3 o m z 0 0 s� lam ua O U °' E (D: M O mm a La0 U: -ova W =mo L r+ �° nro3 h' 3 O 4 �• aM L: a VF- "i �a a� Qa Q W r+ C] O �a a� Qa M w d 0 WIwo Q G y Q r a N J G < M CO C V U F" W z A > W Q W O �a LL Qa M w d 0 WIwo Q G y Q a N J G < M CO V F" W z > � Z W W � a co Q SHEET DRA'RING azarlss C -35 z 179963 O 330E 320E v 0� 310 �I 11 11 WILLOWSPRING DR S 392 +00 393 +00 394 +00 395 +00 396 +00 397 +00 398 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 330 320 310 11 O O O O CO M •U Q C7 WD ZW J UJ U F- Q SCALE: 1" =40' 0 20' 40' COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION [7 397 +80.00 18589]5.82 6255882.58 BC® 2 394 +96.84 1959823A7 6256177.27 T5 F31 395+56.62 1959]]9.13 8258217.97 EC /BC ® 397+49.78 1959659.84 6256368.13 EC S63 °19'53 "E •Wi LL 77.74' 6-1 PVC a� am Lu d LU 0 a CQ G o 3 v0 a J r < �+„ M W > Lu d V F' z v Z W U w q � W a G) Q SHEET DRAWING 43 of 139 is -36 Z 179963 O ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ III ■ ■ ■ \C7■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I CIE■ B■ i■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■FBI ■ ■1� ■i ■ ■ ■ ■ ■ ■rSl�iZ�ZIR��f ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■IIIlaI* 1191■■■■■■■■■■■■■■■■■ iJ■■■■■■■ i' ii■■ I■■■■ ■ ■ ■ ■ ■EIZI��t511�4ru�0 ■ ■ ■ ■ ■ ■ ■ ■ ■■ E! ■ ■■ ■ ■ ■ ■ ■ ■ ■_� ■�� —as ■ \, @'} ■ ■ ■I��II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■C ■ \ ■■ \III ■ ■ ■ ■ ■ ■ ■II ■ ■ ■ ■■ mom ■ ■ ■ ■ ■ ■ ■ ■ ■1: ■ ■ ■■ ■■■■■■■■■■■■■■\ ��■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�_'!!� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 'tom! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■N ■ ■■ ■■■■■■■ tl■■■■\■■■■■\\■■■■■■■\ y��v�■■■ 1 ■I ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■fir■ ■ ■ ■ ■ ■ ■ ■FdIE ■i� ■■ SIR!■ �I■ IE�1A■■ tjl � ©Rl��'@!� ■ ■1 ■I ■�1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■3 a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ l'I: "�■ ■ ■ ■ ■ ■ ■ ■�I ■ ■�] ■��1\ ■�I ■i�IR� ■ ■E3 l�i��! ■�!I!f! ■I■ ■ ■ ■ ■ ■ ■ ■ ■ ■A ■ ■ ■■ ■L� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ �I'i�i■ ■ ■ ■ ■ ■ ■ ■E��1Ii�i!iE1�{1■iI��y �yM1Eq\�1E11�y1Fiwry7 ■ ■F©:y��: .. lei■■` ��l]7�■■■■ C! ��_ �• �IfwWL' G' �IEiil ■ ■ ■I� ■j ■, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�\il■■ ■■■ ■ ■ ■ ■1G1�F�Cf ■C7�i7Gi�:7�N ■ ■ri � ■ ■l4� ■ ■ ■ ■ ■I ■. ■ ■.�' I II'�111 ■ ■ ■I��i1ii ■L■ ■ ■ ■ ■ ■ ■ ■ ■1�■ ■■■■■■■ tic�sl ��u�711��■' �t�E' �t1■■■ E# �■ iEi�■■!' �� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 ■ ■�� ■ ■ ■ ■I■ ■ ■ ■ ■i�_ ■ ■ ■ ■EI[ri ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ w ■ ■t� ■ ■�w ■ ■ ■ ■ ■■Iw ■ ■nl ■ ■��w ■ ■ ■ ■■ I■■■■r:s■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ B ■ ■� ■'■Fd8 ■ ■ ■ ■ ©ww ■ ■ ■1 ■ ■ ■ ■►7 ■ ■ ■■ ■ ■■■E ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■i ■fB ■ ■ ■ ■!B ■ ■ ■31! ■ ■ ■ ■ \ \ \ ■ ■■ ■■ ■ ■C ■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Iil�i ■G�ir�l ■ ■ ■ ■■E� ■■ ■CIF ■ ■ ■ ■ ■ ■ \� \■ M■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ i?�Eiii ■A ■ ■ ■ ■Eki ■ ■ ■!!� ■ ■ ■ ■ ■ ■ ■ \�E ■IIf■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1€ ii■ n71 ■LtiJii ■ ■ ■ ■�I� ■ ■h;lV ■ ■ ■ ■ ■ ■ ■ ■1 I■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11A■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ •: I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ MENO■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ %■■■■■■■■ 392 +00 393 +00 394 +00 395 +00 396 +00 397 +00 398 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 330 320 310 11 O O O O CO M •U Q C7 WD ZW J UJ U F- Q SCALE: 1" =40' 0 20' 40' COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION [7 397 +80.00 18589]5.82 6255882.58 BC® 2 394 +96.84 1959823A7 6256177.27 T5 F31 395+56.62 1959]]9.13 8258217.97 EC /BC ® 397+49.78 1959659.84 6256368.13 EC DATA TABLE O Q /BEARING R L T DESCRIPTION O 33 °46'46" 571.00' 336.64' 173.37' 6" PVC 2O 8 °01108" 570.9T 59.98' 30.02' 6" PVC 3O 23 "35'41" 469.00' 193.14' 97.96' 6" PVC 4 S63 °19'53 "E •Wi LL 77.74' 6-1 PVC NOTES: OINSTALL TEE AND TB PER STD DWG NO D -3.3. O INSTALL 2" MANUAL AIR RELEASE VALVE ASSEMBLY PER STD DWG NO A -2.3. O INSTALL 1 "COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. O INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3. O INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 11 INSTALL 6" DI BLIND FLG. 15 INSTALL 6" GV PER STD DWG NO D -2.2. 33 INSTALL 1.5" RECYCLED WATER BE ASSEMBLY PER STD DWG NO B -1.3. 36 INSTALL 4" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO 8-1.8. 67 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. ADDITIONAL DEFLECTION THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; f ¢ Ira I� 1 (D: Z e E COUPLINGS 392 +15 392 +76 394 +73 396 +33 392 +37 393 +16 394 +84 392 +53 393 +55 395 +38 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; f ¢ Ira I� 1 (D: Z e E Imm Mo �: Lao U: -ova W =m0 L r+ �° nro3 h' �' a3�3 + �• aM L: a •Wi LL M a� am Lu Imm Q W O r+ C] Y �' + IL •Wi LL M a� am Lu d LU 0 a CQ G o 3 v0 a J r < �+„ M W > Lu d V F' z v Z W U w q � W Imm Q W O Y �' + IL •Wi LL M am Lu d LU Q G o Q a J G < �+„ M W > Lu d V F' z v Z W w � a G) Q SHEET DRAWING 43 of 139 is -36 Z 179963 O F �I 310 - ii 2 00 Von, e � XOOO 0�5 P �F 5 — CONSTRUCT 6" PVC /' RW PIPELINE 400 +00�- � v fgcnJ _ y — \� ac 1 SCALE: 1 " =40' ' VAI,LE` D ®. WILLOWSPRING DR S OD �� / / i CAUTION! EXISTING HP GAS up LN II ss 0 N a �co� 00 LU c2 cs� WILLOWSPRING DR S CONSTRUCT6 11PVC RW PIPELINE COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 5 998 +2].50 1959624.83 6256437.83 BC 161 403 +1].00 19598]4.53 6256730.94 EC [7 403 +81.84 1959937.6'1 6256713.11 BC SCALE: 1 " =40' 0 20' 40' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■IFEi ■ ■ ■■ ■■■■■■■■■EM■■ ff ,1 ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■IlyF� ■ ■ ■ ■■ 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 260 DATA TABLE 01A/BEARING 398 +969 I R I L I i I DESCRIPTION 4O SEE DWG C -36 O 131 °42'41" 209.00' 480.45' 466.25' 0" PVC © S16 029150 "E 399 +93 32.27- 400 +12 61, PVC OT 66 056'39" 310.01' 362.21' 204.97- 0" PVC NOTES: 33 INSTALL 1.5" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO 0-1.3. 67 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. ADDITIONAL DEFLECTION COUPLINGS 250 398 +66 398 +969 399 +25 398 +76 399 +05 399 +34 u: -ova 398 +85 399 +16 399 +45 OZ 0 399 +64 399 +74 399 +83 L 399 +93 400 +03 400 +12 nro3 rn' 3�3 400 +41 400 +50 400 +60 �• an 400 +69 400 +79 400 +89 VF- of m 400 +99 401 +08 401 +19 F 401 +27 401 +38 401 +48 401 +58 401 +63 401 +88 Q 401 +95 402 +07 402 +17 J_ 402 +25 402 +36 402 +45 240 402 +55 402 +65 402 +75 402 +85 402 +95 403 +17 r 403 +33 403 +82 404 +06 404 +41 404 +62 404 +82 405 +21 405 +61 405 +80 406 +00 230 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ICI; f ¢ Ira I� 1 om °o H (D; Q jmw` °ao u: -ova w OZ 0 O nu °u L r+ �° nro3 rn' 3�3 a oa �• an L: a VF- of m LU 0 F Q Iwo SHEET DRAWING 1 nf139 C -37 179963 W U z z w J a U co J a Z_ 0 cc 0 H Q w O r+ C] �a ,j Us oa Qa 0 LU 0 a� Q Iwo G a o Q J_ G < M 3 v� F itlo� U) r V O CO U w w C U q W SHEET DRAWING 1 nf139 C -37 179963 W U z z w J a U co J a Z_ 0 cc 0 H Q w O �a ,j Us oa Qa 0 LU 0 w Q Iwo G a o Q J_ G < M J d F v U) V w w SHEET DRAWING 1 nf139 C -37 179963 W U z z w J a U co J a Z_ 0 cc 0 250 240 230 11 220 ISO �u _ _ °�� L� awl • • ® � • ,'+`... WAMI ■!!!■■■ 11 ■!!!!!!!!!!!!!!!!!!!!!!!!!!!{ ilia' �i�IaL' �lid�iL� 'lia!!!! ■�J ■!! ■! ■!!!! ■®�r� !1 ■!!!!!!!!!!!!!! ■ ■ ■!!! I 1 ■!! ■ ■ ■ ■11!!!!!!!!!!!! lid!!!!!!!!!!!!!!!!!!!!!!!!!!! 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I!■ �1�\ d■■■ �IE�k�■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!'J ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■■ ��ii■ ■■ ■ ■[r��l ■■ 1■■■■■■■ I■■■ 11 ■ ■��i`r�ll ■ ■I ■ ■ ■ ■Q'i ■ ■ ■ ■ ■I / ■I■ III■■ �11�E�■■■ �II�C!■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■C ■ ■ ■ ■!R7 % ■ ■ ■ ■11 ■■ E'�ry ■■ ■■■ s� ■��■e ■ ■ ■ ■FII■A ■!I� ■■■��urE3,a I I�1,■ �■■■■! ri!■■■■ ��■ �■ ��r�■■■■■■■■■■ ■ ■ ■■■ ■ ■ ■�■ ■ ■ ■RY!■ ■ ■ ■ ■�r!�■�a ■ ■■ ■!!■1� ■! ■! ?�! !!!■.',II�i-�111 ■! ■I� ■ \�■ ■i�a© � ■i ■!� ■ ■ ■I��I�Ir■ ' ■_ !!!!!!!!!!!■■■!!!!!!! !�I! ■ ■ ■ ■-3/'. ■!!!!ll�lil� ■h!!!! ■ ■ ■i3 ■!� ■hi ■ ■ ■ ■ClE�E7 ■�Iw ■ ■ ■ ■1:.1.. iii!■ li�I■ 1�■ I■■■■■■■■ �J!■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■�I ■ ■ ■ ■!' /.■ ■ ■ ■ ■ ■ ■ ■�I�■ � ■ ■ ■■ ■ ■ ■!3 ■ Ed■ �!!llrlhll■ ■�li� ■II ■!! ■ ■! ■ ■ ■ ■ ■■ III■■ 1■ I■■■■■■■■■■■■■■■■■■■■■ ! ■ ■ ■ ■!!!!!!!! ■!� ■!!!!!!! ■!IE'�■ C! ■ ■■ ■!!!■ ■ ■��ILI -'-' !!!!! ii> �k� l�I!�I!!■!�� ■ ®f•�!!llll!!IIlI III!■ l■ I!!!!!!!!!!!!!!!!!!!! !!!!! ■!!!!! ©i ■�! ■ ■!!!!!!! ■��1:■ ■!!!! ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ illl E3L�I�IEI�REiI�I�■■■■■■■■ I■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ %! ■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■8�R■'iiGlO ■If�F� ■ ■ ■ ■ ■ ■■ III■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ \ " /. ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■ fiiGlli■■■l lE�l; l■■■■■■■ K�I!!■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ Wd 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 18 407+47.38 1960266.34 6256807.13 EC W 19 407 +61.91 1960272.04 6256823.74 N55* 29'25"E 10 409 +59.61 1960384.05 6256986.65 10 11 409 +85.22 1960406.56 6256998.87 BC 12 412 +95.32 1960665.59 6257161.79 EC IM 270 260 250 DATA TABLE O Q /BEARING R I L I T DESCRIPTION O SEE DWG C -37 BO N74 °01'34 "E W 14.53' �m° MO all PVC O N55* 29'25"E _- 197.70' all PVC 10 N280 29'25"E a 25.62' 6" PVC 11 32 °18'15' 550.00' 310.10' 159.29' 6" PVC 12 1 N16-01-01"E CL 133.97' �° h- 6" PVC ICI; f ¢ Ira I� 1 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. H N; Ze °o U pn W �. �m° MO _- Y �' Uc40 U: a IL •Wi 0ova =m0 L CL w �° h- nro3 s W Q ao�3 NOTES: 2z a o O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD � �: m ° a CO DWG NO A -1.3. V F U = 15 INSTALL 6" GV PER STD DWG NO D -2.2. z 26 INSTALL 6" 22.5° DI BEND. Z w 27 INSTALL 6" 11.250 DI BEND. w 33 INSTALL 1.5" RECYCLED WATER SERVICE �J a ASSEMBLY PER STD DWG NO 0-1.3. I�-1 y vii 60 O REPLACE VEHICLE DETECTOR LOOPS PER r' y O NOTES ON DWG G -6 TYP. (n A i• DRAWING Q 45 of139 is -3$ 67 SAWCUi, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD G -2. 3 y 179963 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. ADDITIONAL DEFLECTION COUPLINGS W 406 +34 410+97 406 +53 411 +20 406 +63 411 +39 406 +72 411 +50 406 +92 411 +78 407 +12 411+98 407 +57 412 +17 409 +14 412 +36 409 +25 412 +76 410 +61 412+97 410 +30 413+97 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. H U W Y �' a IL •Wi CL w d W Q ¢� a a+ o mi G Z a ° a CO V U = z U Z w w � a U (n SHEET DRAWING Q 45 of139 is -3$ Z 179963 p C 290 %Q 270 260 GLEN ARBOR DR i -O ` 0 CONSTRUCT 6" PVC RW PIPELINE 29 34 69 0 n F. 16 �- 418 +p - - -- -- 419 +00 s w p (nc �1 0 fvcPli --q� � aala II I o0� CAUTIONI BRIGANTINE CT suxvEYrroxunlExT WILLOWSPRING DR N CAUTION! ISTING HP GAS ci = N �m ,42 COL \ ' Z o 421+ o 00 P -/.� /ay A A ta to 0 JIM ANACONDA SCALE: 1"=408 0 20' 40' 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 12 412 +95.32 1960665.59 6257161.79 EC 13 414 +29.29 1960794.36 6257198.76 14 14 414 +75.38 1960817.81 6257238.44 BC 15 416 +10.83 1960913.37 6257332.19 EC 18 418 +72.03 1961055.26 6257550.86 BC DATA TABLE O Q /BEARING R I L I T DESCRIPTION 12 SEE DWG C38 13 N59 °25'33 "E w 46.09' 1 6" PVC 14 25° 14'37m 307.43' 135.45' 68.84' 6" PVC 15 N57° 01' 27 "E N 261.20' �a 6" PVC 16 56 °58'37' 741.15' 737.03' 402.22' 6" PVC ICI; f Q Ira I� 1 414 +86 414 +95 415 +34 415 +73 416 +13 418 +73 418 +88 2 00 419 +28 420 +55 420 +85 421 +34 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA I— N 0,E U 0 w �. Mo Y "ao N �a U: -Z ova Qa O0 w d 0 L w Q �° rn- nro3 s G av 3101 NOTES: �: ao�3 a J G Lu < v CO O INSTALL 2" MANUAL AIR RELEASE VALVE �: co F ASSEMBLY PER STD DWG NO A -2.3. �+ z — >a C� O INSTALL 2" BLOW -OFF ASSEMBLY PER STD w w DWG NO A -1.3. � a 15 INSTALL 6" GV PER STD DWG NO D -2.2. m O 25 INSTALL 6" 450 DI BEND. m 300 26 INSTALL 6" 22.5° DI BEND. �J 46 af139 C -39 Z 0 O INSTALL 2" RECYCLED WATER SERVICE 179963 ASSEMBLY PER STD DWG 0-1.5. fa 42 INSTALL TO PER STD DWG NO D -3.5. m 69 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G -6. r p, O U O U 290 O�y ADDITIONAL DEFLECTION a COUPLINGS w 414 +86 414 +95 415 +34 415 +73 416 +13 418 +73 418 +88 2 00 419 +28 420 +55 420 +85 421 +34 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA I— U w O Y J N �a Qa w d 0 w Q ¢� G av o J G Lu < v CO V �+ z — >a C� Z w w � a O co SHEET DRAWING Q 46 af139 C -39 Z 0 179963 p 320 310 F 300 �I lKaill O C OO. .05 CD U b' *DO. 34 69 co �- �w(gcp) \gs < �- p�ppYFIELD pL —CONSTRUCT 6 "PVC RW PIPELINE CAUTION! SURVEY MONUMENT gOTITLEBRUSH PL WILLOWSPRING DR N EXISTING HP GAS A� Iq.y,DAL,LS 0 0 vY 1 43 IQ cn 3 �m _ _ZW Im Q) U SCALE: 1"=408 0 20' 40' 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO I STATION I NORTHING EASTING I DESCRIPTION 1] 426 +09.06 19616]].96 1 6257889.03 1 EC 18 428 +54.30 1961922.40 1 6257889.68 1 SC 320 310 300 290 DATA TABLE OQ /BEARING R I L I T DESCRIPTION 18 SEE DWG C39 17 NO °02'49 "E 429 +28 245.24' 1 8 " PVC 18 24 °04'51" 508.00' 1 213.51' 1 108.35' 6" PVC NOTES: O INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B -1.5. 69 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G -6. ADDITIONAL DEFLECTION 422 +75 428 +09 423 +37 428 +30 423 +75 428 +49 424 +14 428 +68 424 +56 428 +89 424 +94 429 +28 425 +73 429 +48 426 +66 429 +67 427 +10 429 +87 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. ICI; I< m Ira I� 1 N 0,E 0 �. Mo �: Lao w U: -ova O r+ C] VJ =m0 o �IL �° h' nro3 a� a3�3 �• an 0 L: a Q VF- "i G o F Q a itlo� J Imm U w O r+ C] VJ ��JJ o �IL .J Qa a� w d 0 w Q G o Q a itlo� J r < v CO V d �+ z — C� C w U w A � W Imm U w O o �IL .J Qa w d 0 w Q G o Q a N J G < v CO V d �+ z — C� Z w w � a U co SHEET DRA'RING Q 47 af139 is -40 Z 0 179963 p O Q O 0 O co o U� ow wz W J U Q 330 WILLOWSPRING DR N 0113'�" RIDGE DR SCALE: 1"=408 0 20' 40' COORDINATE TABLE NO I STATION I NORTHING EASTING DESCRIPTION 19 490+67.80 1962129.24 1 6257933.97 EC 20 435 +21.92 1962543.85 1 6258119.68 BC 330 ±Zi7 ■i��t 7 ��ii��ll ��'l ii��ii�S �JGi��ii��ii��iiCrd '3L'3'.'rTiiii�ii_��_ii� �7��i ■�� ■ ��r,. ��rnsea��e�� ■nom■ ■■ ■■ ■■ 1 SCALE: HORIZ: 11=40' VERT: 1 "= 4' 430 +00 431 +00 432 +00 433 +00 434 +00 435 +00 436 +00 437 +00 438 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. DATA TABLE OQ /BEARING R I L I T DESCRIPTION 18 SEE DWG C-40 19 N24 °0T40 "E 436 +79 454.12' 1 61, PVC 20 45 °32'42" 443.93' 1 352.89' 1 186.36' 6" PVC NOTES: O INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B -1.5. 69 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G -6. ADDITIONAL DEFLECTION COUPLINGS 430 +04 435 +80 430 +25 436 +00 430 +65 436 +19 431 +30 436 +38 431 +60 436 +54 431 +80 436 +79 432 +76 436 +97 432 +95 437 +19 435+40 437 +38 435 +60 437 +57 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA ICI; f ¢ Ira I� 1 (D: Z� E I— Mo �: o "a U: -ova w =m0 L r+ �° nro3 rn' 3�3 a + �• aM �a L: a .J VF- "i Qa F w I— U w O r+ C] + �a .J Qa a� w d 0 v d' CQ G o + wo a itlo� J r I■H a � w < _ V F" W z > 0 C w U w A � W I— U w O + �a .J Qa w d 0 w Q G o + Q a J w < _ V F" W z > 0 ? w w � a U (n SHEET DRA'RING Q 48 af139 C -41 Z 0 179963 p e 340 330 320 310 0 o lf7 + N m 1,.) 'U^ Q V ow � J F" g GLEN ARBOR DR - "Oucoal I S EDWGC-36N� ,0 "W 330 CAUTION! EXISTING HP GAS IN CONSTRUCT6 91PVC RW PIPELINE %� I CONSTRUCT6" PVC RW PIPELINE SEE RIGHT 21 WILLOWSPRING DR N COUNTRYRAVEN RD SCALE: 111=40' 0 20' 40' SCALE: HORIZ: 1" = 40' VERT: 11=4p 356 +00 357 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 13401 13301 13201 13101 340 330 320 310 0 0 0 r 'co U UQ D j W? co) g CONSTRUCT 6" PVC RW PIPELINE COOUNTRYHAVEN RD PVC ST P�V PIPELINE rCAUTIONKI �� rmpwlwm l =F WILLOWSPRING D. SCALE: 1 " =40' 0 20' 40' COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 21 438 +74.81 1962887.48 6258127.81 EC 22 439 +35.05 1962941.99 6258105.35 2 11 15 OS N77 °55'38 "E 28 1356 +24.10 1962861.36 6257865.52 (D N77 °55'53 "E 27 45.09' 356 +59.47 1962870.79 6257909.62 BC 28 357 +23.27 1962889.15 6257970.64 EC DATA TABLE O QS BEARING R I L I T DESCRIPTION 20 SEE DWG C41 21 N21 ° 25'02 "W W* 58.9T fr 6.1 PVC 25 N77 °55'38 "E a 687.00' o all PVC 26 N77 °55'53 "E o 45.09' W all PVC 27 9 °20'55" 391.00' 63.80' 31.9T 6" PVC 28 N68 °34'58 "E 145.70' 6" PVC 13401 13301 13201 13101 o3 o M Z 0 0 °u f ¢ Ira I� 1 COUPLINGS 356 +75 438 +14 Qi^ 0, E 357 +23 438 +54 357 +50 438 +74 SCALE: O N W* HORIZ: 1"=40'1 1 1 1 1 1 1 1 1 fr �. Nm�0 Mo VERT: 1 " =4' 1 1 1 1 1 1 1 1 1 1 1 a ro o =, �` °ao o d W U: -ova W F- Q Lu R PART, BASED UPON INFORMATION FURNISHED BY fys ==mo OTHERS. THE INFORMATION IS NOT GUARANTEED o`" L In AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m m SHEET DRAWING �° rn- nro3 s Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 'Prg 49 pf 139 �i -42 ao�3 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES CI y1E tf NOTES: �: a SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER OF Ep`1fOF THE FIELD DATA. 79963 C. m O O INSTALL TEE AND VALVE ASSEMBLY PER - STD DWG NO D-2.7 AND DETAIL 1, DWG CD-1. O2 INSTALL TEE PER STD DWG NO D-3.3. (OMIT TS) O4 INSTALL 2" MANUAL AIR RELEASE VALVE cD ASSEMBLY PER STD DWG NO A -2.3. O7 INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG NO A -1.3 I"-1 y vii 11 INSTALL 6" DI BLIND FLG. i• 15 INSTALL 6" GV PER STD DWG NO D -2.2. 27 INSTALL 6" 11.25° DI BEND. 3 y O INSTALL 2" RECYCLED WATER SERVICE p, O ASSEMBLY PER STD DWG NO B -1.5. '� U 89 SAWCUT, REMOVE, AND REPLACE CURB PER c;7 y SDRSD G -6. q U 71 SAWCUT, REMOVE, AND REPLACE �+ CONCRETE CROSS GUTTER PER SDRSD W G-12. ADDITIONAL DEFLECTION L) _ + COUPLINGS 356 +75 438 +14 356 +95 438 +34 357 +23 438 +54 357 +50 438 +74 J 0 m U) U) W IL c M SCALE: O N W* HORIZ: 1"=40'1 1 1 1 1 1 1 1 1 fr th Ln VERT: 1 " =4' 1 1 1 1 1 1 1 1 1 1 1 a ro o 358 +00 438 +00 439 +00 RECORD DRAWING LNu o d W N + co W F- Q Lu R PART, BASED UPON INFORMATION FURNISHED BY fys J 0 m U) U) J w IL c 2 Lu SCALE: > J HORIZ: 1"=40'1 1 1 1 1 1 1 1 1 :..) Q Z VERT: 1 " =4' 1 1 1 1 1 1 1 1 1 1 1 V Z + Z 358 +00 438 +00 439 +00 RECORD DRAWING LNu W LL a M Q THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION PART, BASED UPON INFORMATION FURNISHED BY fys OTHERS. THE INFORMATION IS NOT GUARANTEED o`" In AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m m SHEET DRAWING THIS RECORD DRAWING ARE ADVISED TO PERFORM C40 Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 'Prg 49 pf 139 �i -42 Z APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES CI y1E tf 0 SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER OF Ep`1fOF THE FIELD DATA. 79963 O w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 w x z z_ z_ w J COa U J a Z_ 0 CC 0 E e 310 300 290 `Ml NOT IN CONTRACT CONSTRUCT4 15PVC RW PIPELINE VILLAGE GREEN RDA d 11 CAUTION! CONSTRUCT 6" SURVEY MONUMENT PVC RW PIPELINE c .F, my ANNIER ► �� = 40' 51U +UU / 511 +UU 512 +0U 513 +UU FIELD V PWFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, fNCWDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED OW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 320 310 300 CAUTION! SURVEY MONUMENT 500 +00 CONSTRUCT 4" PVC RW PIPELINE 1 STONEBROOK LN 501 +00 SCALE: HORIZ: 1" = 40' VERT: 111=41 502 +00 A 1 ■ ■ & & . A F�l 1 �� L�I !•��Tt_1� >� 3 E CONSTRUCTS" PVC RW PIPELINE SEE DWG C-46 SCALE: 1" =40' 0 20' 40' 503 +00 COORDINATE INSTALL TEE AND VALVE ASSEMBLY PER STD DWG O NO D -2.7 AND DETAIL 1, DWG CD -1. O4 INSTALL 2" MANUAL AIR RELEASE VALVE u• °ao 0 U: -ova ii:STAEEi VALVE ASSEMBLY O7 BIVS Pie A 3.1. INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG 320 NO A -1.3. 0 INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 25 INSTALL 4" 450 DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE nro3 ASSEMBLY PER STD DWG NO B -1.3. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY �• aM PER STD DWG NO B-1.5. 310 50 INSTALL 6 "x4" REDUCER. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER r�■.�wa.��w�ws��.r!� SDRSD G -7. W AND REPEAGC–GONGRETE o W Q urrrw.��■�rw��IV�� y J � � r C O CO J Lu d G = � J U V R C (� U + z A W W u...�.ry �r�.� ■rT�rwi J a U co EET DRA'RING Q smear_ C -50 z a 17996 p ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 ■Gild ■i ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 110l 1�1�111�JI�JI�J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■III ■ ■ ■ ■ ■ ■ ■ ■_ ■�� ■ ■ ■ ■ ■ ■■ ■■ ■ ■ ■ES?�' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�Ji ■■ ■III ■ ■ ■ ■ ■ ■ ■ ■G C� ■ ■ ■ ■■ ELI ■i ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■/J1ri ■ ■ ■■ ■III ■ ■ ■■ ■ ■■�■ ■ ■ ■ ■■ �I ■�■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■C'Tii ■ ■■ ■ ■�■ ■III ■ ■ ■■ ■Gi ■■ ■ ■ ■ ■■ gl ■ ■ ■ ■ ■ ■ ■ ■■ rJGi ■ ■ ■ ■■ ■Ili ■ ■Y ■�;1 ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ILA!■■ Ci ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / %ii ■ ■ ■■1 ■� ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■'�i ■ ■■ ■■iii ■ ■ ■ ■ ■ ■il ■ ■ ■ ■ ■ ■ ■ ■■ 51U +UU / 511 +UU 512 +0U 513 +UU FIELD V PWFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, fNCWDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED OW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. 320 310 300 CAUTION! SURVEY MONUMENT 500 +00 CONSTRUCT 4" PVC RW PIPELINE 1 STONEBROOK LN 501 +00 SCALE: HORIZ: 1" = 40' VERT: 111=41 502 +00 A 1 ■ ■ & & . A F�l 1 �� L�I !•��Tt_1� >� 3 E CONSTRUCTS" PVC RW PIPELINE SEE DWG C-46 SCALE: 1" =40' 0 20' 40' 503 +00 COORDINATE INSTALL TEE AND VALVE ASSEMBLY PER STD DWG O NO D -2.7 AND DETAIL 1, DWG CD -1. O4 INSTALL 2" MANUAL AIR RELEASE VALVE u• °ao 0 U: -ova ii:STAEEi VALVE ASSEMBLY O7 BIVS Pie A 3.1. INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG 320 NO A -1.3. 0 INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 25 INSTALL 4" 450 DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE nro3 ASSEMBLY PER STD DWG NO B -1.3. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY �• aM PER STD DWG NO B-1.5. 310 50 INSTALL 6 "x4" REDUCER. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER r�■.�wa.��w�ws��.r!� SDRSD G -7. W AND REPEAGC–GONGRETE o W Q urrrw.��■�rw��IV�� y J � � r C O CO J Lu d G = � J U V R C (� U + z A W W u...�.ry �r�.� ■rT�rwi J DATA TABLE O EARMG R L T DESCRIPTION S86 °09'03 "E 229.70' 4 "PVC 3301 NOTES O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG O NO D -2.7 AND DETAIL 1, DWG CD -1. O4 INSTALL 2" MANUAL AIR RELEASE VALVE u• °ao ASSEMBLY PER STD DWG NO A -3.1. "EBM U: -ova ii:STAEEi VALVE ASSEMBLY O7 BIVS Pie A 3.1. INSTALL 2" BLOW -OFF ASSEMBLY PER STD DWG 320 NO A -1.3. O8 INSTALL DI CAP AND TS PER STD DWG NO D -3.3. 25 INSTALL 4" 450 DI BEND. 33 INSTALL 1.5" RECYCLED WATER SERVICE nro3 ASSEMBLY PER STD DWG NO B -1.3. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY �• aM PER STD DWG NO B-1.5. 310 50 INSTALL 6 "x4" REDUCER. 88 SAWCUT, REMOVE, AND REPLACE ROLLED CURB AND GUTTER PER SDRSD G-4A. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. W AND REPEAGC–GONGRETE o 13001 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNI BY SHED OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TW P VIPs n nATA z s o o s z 0 0 s� lam ua o � E U I— O OI u• °ao U: -ova W =m0 o r+ �° nro3 O O H �• aM L: a Q co c: m a� O IL W I— O OI W CD o r+ C] O O H CL Q O a� O IL W h o W Q y J � � r C O CO J Lu d G = � J U V R C (� U + z A W W I— O OI W CD o Y1 O O H CL Q O O IL W h o W Q y J H C CO J Lu d G = � J U V R z (� _ + z W N I J a U co EET DRA'RING Q smear_ C -50 z a 17996 p d C b �p N 8^ 'CONSTRUCTS" ^w PVC RW PIPELINE CONSTRU CT -�`C B" �..., E D -14 PVC RW PIPELINE SEE DWG C -21 600. 71 1 00 2 — 6p1 M �pp — CONSTRUCTI2" o PVC RW PIPELINE /�- SEE DWG C -14 MOUNTAIN VISTA DR 290 9MJ �M Gl)�7�EN E 260 77 v VILLAGE PARK WAY / NO STATION NORTHING EASTING DESCRIPTION O . 7T CONSTRUCT6 "PVC RIN PIPELINE xw.. , - Ilfl m Its - - -- F0608 +00 \ >- -607 +06 . A 4 _ — ❑ 67 GATEPOST ROAD SCALE: 1"=40' 0 20' 40' SCALE: ICI HORIZ: in = 40' I Ilt�l IF ELIEL VERT: 1 "= 4' 111111111111111111111111 -±1 600 +00 601 +00 602 +00 603 +00 604 +00 605 +00 606 +00 607 +00 608 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION O 600 00.00 1964303.82 6256473.43 O9 2� 600+16.50 1964284.61 6256470.07 BC ® 604 +24.84 1963880.48 6256492.83 EC 1-41 608+12.70 1963508.20 6256602.16 8O 13051 12951 12851 12751 DATA TABLE O LIBEARING R L T DESCRIPTION 3O S16 °22'00 "E 388.00' U 6" PVC 22) 26° 1 16" 890.00' 408.34' 207.83' 6" PVC O S90 55' 16"W XXof139 16.50' Z S. PVC I V M � D] 0] x � O O U N 0,E n s co U: —ova ==mo L �° nro3 s h- ao�3 NOTES: �: a co C: O INSTALL 2" MANUAL AIR RELEASE - VALVE ASSEMBLY PER STD DWG NO A -3.1 O INSTALL 1 " COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A-3.1. co 8O INSTALL DI CAP AND TB PER STD DWG NO D-3.3. 24 INSTALL 6" 900 DI BEND. D o a 27 INSTALL 6" 11.250 DI BEND. 4� fa p 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG 3 y NO B -1.5. f4 59 INSTALL 2" BLOW-OFF ASSEMBLY PER STD DWG NO A -1.1 ICI 87 SAWCUT, REMOVE, AND REPLACE O q CURB AND GUTTER PER SDRSD G -2. W 89 SAWCUT, REMOVE, AND REPLACE CURB PER SDRSD G-6. 70 SAWCUT, REMOVE, AND REPLACE V SIDEWALK PER SDRSD G -7. W n 71 SAWCUT, REMOVE, AND REPLACE Q + CONCRETE CROSS GUTTER PER Y M J C SDRSD G -12. d 10 LL 79 INSTALL CROSS AND VALVE d W o F It to ASSEMBLY PER STD DWG NO D-2.7 W H IL O AND DETAIL 4, DWG CD -13. Q Z F O J G Z O CO W 'j e = > J d 10 U � F Z W Z RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. v LLI - QpOF ESSIONq J Q �4OOAS K. FCf�F, U C40 m Q SHEET DRAWING 4 EeP. 3 -31 -2019 XXof139 C -5OA Z 179963 ��Z�1lb3��il�f �1TI�J N ` CAUTION! RW PIPEL NErn \ CONSTRUCT e" I x —URVEY MONUMENT ' PVC RW PIPELINE W SEE DG C -17 CAUT N. o wei_�ii$ SUR Y M NUMENT� 6 oI x 71 x x 704 (W E _- _ v2 6 - Y < - CONSTRUCTB' -� ' 3 PVC RW PIPELINE ° SEE DWG C -15 MOUNTAIN RED COACH WILLOWOOD VISTA DR LANE GLEN ARBOR DR LANE SCALE: 1"= 40' 0 20' 40' 345 335 325 11315 9 in.- F 'vJ " ' "' SCALE: HORIZ: 1" = 40' vERT: 1"= 4' iiiiiiiiiiiiiiiii 700 +00 701 +00 702 +00 703 +00 704 +00 705 +00 706 +00 FIELD VERIFY AND PROTECT IN PLACE ALL EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND CROSSING SEWER MAINS LOCATED BELOW AND WITHIN 3 FEET OF THE PROPOSED PIPELINE, UNLESS NOTED OTHERWISE. SEE GENERAL NOTES 1 AND 2 ON DWG G -5. CONSTRUCT8" PVC RW PIPELINE SEE DWG C -35 SHADYTREE LANE COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 1 ❑ 5O 700 +00.00 1964022.84 6257763.06 (1 8m PVC [2 19 °44'34" 701 +37.71 1963907.71 6257760.75 SC 13 S15 °06.06 "E 703 +12.16 1963738.50 6257774.43 EC 4� 16 015.08" 704 +82.56 1963548.10 6257825.81 BC 5� S1 ° 09'02"W 706 +85.86 1963346.65 6257844.25 EC O 708+40.83 1963190.29 6257831.56 DATA TABLE O A /BEARING R L T DESCRIPTION 5O S40 38'28•W VALVE ASSEMBLY PER STD DWG 156.88' NO A-3.1. 8m PVC 44) 19 °44'34" 590.00' 203.30' 102.67' 8 " PVC 3O S15 °06.06 "E 170.41' Mo S. PVC 2O 16 015.08" 615.00' 174.45' 87.81' an PVC iO S1 ° 09'02"W CONCRETE CROSS GUTTER PER 137.71' =m0 8m PVC 3451 NOTES O INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D-2.7 AND DETAIL 1, DWG CD -1. OINSTALL 1 "COMBINATION AIR VALVE ASSEMBLY PER STD DWG x NO A-3.1. OINSTALL 2" BLOW -OFF ASSEMBLY 335 PER STD DWG NO A -1.3. 23 INSTALL 8" 11.250 DI BEND. 87 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER SDRSD Mo G -2. 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD G -7. 71 SAWCUT, REMOVE, AND REPLACE a� CONCRETE CROSS GUTTER PER 3251 =m0 SDRSD G -12. m m x O O U 11 C] N: Mo �: U: co -ova a� =m0 FIX L �° h' nro3 4 aM ~ � L: a C: co m m 11 r+ C] U W a� FIX � ~ � r O m C U C w 11 U W FIX m 315 O Y + -W+ °n CLIm,mm aw a zy LU Q d z F°. °o J G Z O CO J � d °n F U Z cc 707 +00 708 +00 RECORD DRAWING w QpOF ESSIONq J Q THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY f'�j, OTHERS. THE INFORMATION IS NOT GUARANTEED o`" y' co AS CORRECT, ACCURATE, OR COMPLETE. USERS OF m m SHEET DRAWING THIS RECORD DRAWING ARE ADVISED TO PERFORM C40 Q INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 `Prq XX of139 C -5OB Z APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES tf N1V1E 0 �7996J .1 SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. OF Ep`1fOF O a (1a H rivuI L r U 3 I V, / 4 -V WC _6V F cI- P CTO XS NG8" I II VI° X of ml� I I w I« X II I Z EXPAN li BLIND LI CONSTRUCT8" WATER PIPELIN SEE NOTEAA- z ^` ) II vfw�(wa)— RED / 8 W�CP) NOTES: O1 INSTALL TEE AND VALVE ASSEMBLY PER STD DWG NO D -2.7 AND DETAIL 1, DWG CD -1. O2 INSTALL TEE AND TB PER STD DWG NO D -3.3. O9 INSTALL 12" DI BLIND FLG. AO REFER TO SPECS SECTION 01043 FOR CONSTRUCTION SEQUENCE. ?1 6" O X REMOVE EXIST O 8" WATER /C -PbTAB E WIEGAND TANK (OMWID O w STA 42 +04.76 POC TO EXISTING 8" 900 BEND (BELOW GRADE) l STA 41 +90.950 9' RT 0 121, tE \ ALTITUDE VALVE W/ ACOUSTICAL ENCLOSURE POC TO EXISTING q aw 10" GATE VALVE e O T M -2 REMOVE ISSTT121, MOVE ' W 10' WATER PI ELINE - LE L EXP NS NJ NT. REMO :.,-_R €JNS7 -1 LT X YALV MA N O Q(D�OOO ° (om) -Of ELG 6" X 4" X(3 CAN -- 10°w (uP)- 12" TEE FLG X 2 —¢ "dam - REMOVE EXIST L OH AND VALVE BOX. INSTALL BLIND FI O INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG B -1.5. *STA 0 +00 TO STA 1.82 +15 NOT IN CONTRACT XI I 0 o XI 0 �O O I NOTE: PROTE TALL TREES WEST OF VI CANTEBRIA Lo ox \ O O F 12" FLG X FLG GATE OWM O 1 3 w VALVE -2 MEI#AULT Ow NO - - - -- /. EXISTING 10" OMWD 12" P.O X FLG 459 WATER (437 ZONE) /REND 1 40 +00 CAW --- ry TING 12"OMW 12" w A 0 �D/ =o w (cP)z "n ncP — r- "w 0 ER (4 2Z .- 1 ) 12pp 12 "w (ncP o` - -�� °H - - —,�rl - L off v —_ off — — P� -_ — — — — — — IT— — — — — ---- CHOMWD off \ - I REMOVE AND DI OSE OF F INTERFERING PO°R#ON OF ABANDONED 6" STL WATER. CUT I AND PLUG PORTION TO REMAIN. SEE DWG C-4 I I NSTRUCT I2 "PVC R PIPELINE (SEJPA) 14. S EDWG C -4 I I DETAIL A ZONA GALE RD 112 SAN ELIJO JOINT POWERS AUTHORITY " 'NDUITS SEE BID DRAWINGS 12" CHRISTOPHER TREES, PE DATE DIRECTOR OF OPERATIONS I I SCI, LE: 1" 15Y s o i i _ - 0 o ° m p a I Q a p O U H -;ego U o�aP - ° LM o�LL ro; h' a3�3 an L. a I !_• m FGA 0 0 CONSTRUCT "PVC RWIPIPELINE (M D) 1, SEE DWG C -5 a� v d 3 v � O O U W OH Lu L - J 0 a w 6 a Q 3: ? W J C) W y W > � 3 v U z_ z Kt =(:UKU UKAVVINIU THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. U - W W QpOF ESSIONq � J Q �4OOAS K. FCf�F, U C40 m SHEET DRA'RING Q 4 EeP. 3 -31 -2019 sr � 58 of 139 C -51 z �1V1` q f DF EA`1f�� 0 179963 0 e SEE DWG C -51 -- Jo CONSTRUCT 8" Pvlc�I I ., POTABLE WATER PIPELINE (OMWD) e X11 390 11 370 VIA CANTEBRIA o _ Ivy CITO 0 0 xl� I CONSTRUCT 12" PVC i 00 'I RW PIPELINE (OMWD) 0 CONSTRUCT-12 SEE DWG C -5 FUSIBLE PVC RW - T 0 6x PIPELINE (SEJPA /OMWD) 18 E �I - Ow�m x.00 000r -- 0 41 +00+- - - - t �Al 1z .,w to a) .. 1f „s..w,(nLr . A GALE RD BEM OV VAAT ABANDONED SEE DWG C -4 MATCH LINE STA. 38 +80.23 41 +00 SCALE: HORIZ: 1" = 40' VERT: 1"=4' 40 +00 39 +00 *FOR PROFILE INFORMATION, SEE DETAIL A ON C -51 51 +00 ACP; - 30 1V TAD- CONSTRUCT 12" PVC RW PIPELINE(SEJPA) SCALE: 1" =40' SEE DWG C-4 0® INSTALL '1682 LF OF 12 HGL = 463' N C 00 CO Wo ZW J W X U F- g 365 355 345 COORDINATE TABLE - POTABLE 8 "/6" WTR NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION 50 N47°17'50 "E 0 +00.00 1863605.81 6249809.54 1Q 52 51 0 +07.31 1963611.19 6249805.13 Q NO' 00' 00 "E 52 9.47' 0 +16.78 1963626.99 6249805.38 ANG PT �° 63 1 +14.18 1963717.99 6249809.03 21 195.86' ® 12' PVC 1 +33.89 1963731.35 6249823.51 ©1CONNECT TO EX 8• PVC 1] 18 41 +89.73 1963611.42 6249818.80 2O 12' PVC 18 S2620'41.30•W 41 +97.22 19638".54 6249880.26 1B 141-1 19 42 +34.51 1963655.81 6249813.54 2O 20 1 42+48.38 1 1963669.65 6249814.11 CONN TO EXIST900 BEND DATA TABLE - 12"18" POTABLE WTR O Q /BEARING R L T DESCRIPTION 53 N47°17'50 "E 38 +86.40 19.70' 6250091.75 a- PVC 52 N2 °17'50 'E 97.40' 1983587.93 8. PVC 51 NO' 00' 00 "E 14 9.47' 39 +72.10 8" PVC 50 N36 °54'07 "W �° 7.31' 12" PVC mmmmmj COORDINATE TABLE - 12" RW NO STATION NORTHING EASTING DESCRIPTION DESCRIPTION 12 N88 ° 41'45.74 "W 38 +86.40 1963586.58 6250091.75 18 13 13 39 +90.93 1983587.93 8250032.63 18 S899 51' 20.22 "W 14 7.93' 39 +72.10 1963614.46 6250033.34 2O �° 15 39 +80.08 1963614.44 6250025.41 1© 195.86' 16 12' PVC 39 +93.87 1963605.82 6250014.58 1© 1] 18 41 +89.73 1963611.42 6249818.80 2O 12' PVC 18 S2620'41.30•W 41 +97.22 1963618.91 6249818.96 1B 19 42 +34.51 1963655.81 6249813.54 2O 20 1 42+48.38 1 1963669.65 6249814.11 CONN TO EXIST900 BEND DATA TABLE - 12" RW O LIBEARING R L T DESCRIPTION 12 N88 ° 41'45.74 "W �: 59.14' 12 " PVC 13 Ni °32'54.41W 26.54' r+ 12- PVC 14 S899 51' 20.22 "W 7.93' 12" PVC 15 S510 29' 11.43 "W �° 13.84' 12" PVC 16 N88* 21'49.65'W 195.86' 12' PVC 17 N1 °11'35.15 "E L: 7.50' 12m PVC 18 N80 21'06.04"W 37.29' 12' PVC 19 S2620'41.30•W 13.85' itlo� 12 " PVC NOTES: r4�\ 11 °T"'' r« ""^ `I"' `I° • BLY PER STD DWG -1. WG NO D -3.3. ALVE ASSEMBLY Y PER STD DWG O D-2.3. I D-2.2. I D-2.2. 3.3. 3.5. :ECURBAND :E SIDEWALK PER ;E DRIVEWAY PER ICI; MM (D: °'' Mo �: U: -ova r+ C] V1 ` =m0 L �° rn' nro3 a� 433 �• aM L: a ��- of itlo� U O Lu 4 O ro Y M 2 IL asLU Lu Q 2 2 0 J J G W W > j = (1) F z V Z mmmm Lu W J a x co SHEET DRAtt G Q 59 Gf1S9 C -52 Z 179963 0 r+ C] V1 a� a itlo� C U A W U O Lu 4 O ro Y M 2 IL asLU Lu Q 2 2 0 J J G W W > j = (1) F z V Z mmmm Lu W J a x co SHEET DRAtt G Q 59 Gf1S9 C -52 Z 179963 0 4 IF WHITE STRIPES @ 36" O.C' TYP — — — — — — — — — — — — — — — — — — — — SEE NOTE (4 ON I/ DING C-6 AND CITY OF ENCINITAS 2' NOTES ON G-6 12" HIGH WHITE LETTERS ------ E E CONSTRUCT1211 FUSIBLE PVC RW PIPELINE SEE DWG C-6 -E- E 9', SQ WALL EXHAUST VENT CAP WITH SCREEN AND DAMPER PAINT TO MATCH WALL COLOR E HIGHLINE SEE NOTE I INSTALL -FEMPORARY GUARD POST PER DING E-1.4, TYPOF2— -------------- --- rva I I I STATION —ENTRY E I __---E— E----E . . ............. ------------ 33.00' PUMP STATION (BY EFI) C-i 37.001 CONSTRUCT 10" FUSIBLE PVC WATER PIPELINE SEE DING C-6 AND NOTE I — — — — — — — — — — — — — �WL) I I I I I I �16ft (7L) I I I v I � 1 614 Ww wo (VL) I I q v E�--- E�'-- E�-'- '- 11 H 0 -H--N2W19�FO-0--fl H-H --- H H -#--itl2 W E �- E�- 12 1*- ;) 1-: H H -#-- ff H 1 ww (Atp) // H PARCEL 3 OF OMWO EASEMENT RECORDED K�� SEP 6t 1985 AS DOC, NO. 85-326695 ::-C 6 —NS TRU C T-1 2 W -- — — — — — — — — — — — — — PVC RW PIPELINE SEE DWG C-6 REPLACE EXIST STRIPING IN KIND WHERE DAMAGED OR REMOVED BY CONSTRUCTION ITYP) EXISTLIGHT STANDARD, EXIST RETAINING WALL (CHAIN LINK TYP E - - - - 7F� FENCE NOT SHOWN FOR CLARITY) E LIMIT OF TEMPORARY EXCAVATION AT GROUND SURFACE AND BOTTOM, TYP. ESTIMATED EARTHWORK QUANTITIES PER THIS DWG. SEE DING E-2 FOR ELEC IMPROVEMENTS NT SERVICE ENT. SIB F IIXFRMR I 1111ATA REMOVE AND RECONSTRUCT EXIST 681 CURB & GUTTER±120 L JOINT-TO-JOINT, SDRSD G-2 -- — — — — — — — — — — — I W-W (STL) I I E X -fl-ff- IF IACPYF--*- 0 fl-H-o� NEWELEC RVICE,, S VIC CONDUIT IINISMLLA ION L TO BY CONTRACTOR REPLACE EXIST CURB, SEE DWG E-2 S R ORSD �ING IN KIND OR REMOVED -'STCURS&� JOINT-TO-JOINT, PER SORSD LL I EXISTING 12" RELOCATED G-6, AND LANDSCAPING IN KIND EXIST CURB & 0 TO 151 SOUTH OF CURB WHERE DAMAGED OR REMOVED FACE WITH C900 PVC AND SYCONSTRUCTION LANDSCAPE I 450 SENDS (TYP) DURING CONSTRUCTION REPLACE EXIST PAVING DAMAGED BY CONSTRUCTION WITH 3" AC OVER 4" CRUSHED AGGREGATEBASE — — — — — — — — — — — — -- — — — — — — — — — — — z — — — — — — — — — — — — — — — — — — — — — — — - SEAL COAT AND STRIPE AREA AFFECTED BY CONSTRUCTION (t 800 SI LU 5H ----OH OH ----OH ----OH ----OH ----OH ----OH ----OH W EXIST POWER POLE NOTES: - — — — — — — — — — — . . . . . — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SD 12"W 1. INSTALL TEMPORARY HIGHLINE FOR 10" W (ACP) PRIOR TO EXCAVATIONS FOR PUMP STATION OR RW 12"SD - - - - - - - - - - - - PIPELINE CONSTRUCTION. 2. REFER TO SPEC SECTION I 1001 FOR PUMP STATION INSTALLATION REQUIREMENTS. 3. CONSTRUCT I Olp FUSIBLE PVC WATER PIPELINE FOLLOWING PLACEMENT OF PUMP STATION BACKFILL. 4. CONSTRUCTION EQUIPMENT OR VEHICLES WILL NOT BE ALLOWED WITHIN 1HA V PLANE EXTENDING UPWARD FROM THE BASE OF THE WALL STEM AND THROUGH THE BACKFILL ZONE. E E — 0 z m z Elf 2 0 Q Z w ZiRl- R5 CC) w UJ REFER TO LANDSCAPE 0 N DWGSFOR a s cc 0 IS WORK IN TAHIS W Z 196 IL AREA ui co z 0�� Ul C'm a oo Z5 wo Lm L v)- 10-W (ACP) 10 IF co 12 W - rw f�) I I rw (�L)� I I PUMPSTATION EARTHWORK QUANTITIES: CUT.'340 CY BACKFILL: 110 CY Q EXPORT: 230 CY Lu -- — — — — — — — — — — — — — — - CQ 0 IL Z-t IL LU PUMPSTATION EARTHWORK QUANTITIES: CUT.'340 CY BACKFILL: 110 CY Q EXPORT: 230 CY Lu -- — — — — — — — — — — — — — — - mm) 0 IL Z-t IL LU ----OH----OH----OH----OH— LU R 1% 1 k % 14 .j co Lu w m j z RECORD INUMNING SD Lu w j TI I'S RECORD DRAINING HAS BEEN PREPARED, IN < PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED co AS CORRECT, ACCURATE, OR COMPLETE. USERS OF -i THIS RECORD DRAMNG ARE ADVISED TO PERFORM < INDEPENDENT VERIFICATION OF ACCURACY BEFORE z APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. 179963 CC 0 C EXIST FINISHED GRADE EXIST LINK TEMPORARY EXCAVATION LIMIT. TYP REMOVE AND REINSTALL EXIST CHAIN LINK FENCE H - AS REQUIRED U W TOP OF WALL EL = ±196.90' 3 PROTECT IN -PLACE EXIST CMU RETAINING WALL (REINFORCEMENT NOT SHOWN) SAW CUT ALONG MORTAR JOINTS FOR STATION ENTRY 3' -6" DOOR PER ELEVATION VIEW G4" PVC DRAIN EXIST GRADE EL = ±186.60' ' CONCRETE PAD CONSTRUCTION EQUIPMENT PROHIBITE IN THIS ZONE. SEE DWG C -53, NOTE 4. GEOFOAM INFILL BETWEEN SURFACES MEMBERS (TOP E4. SURFACES ONLY). SEE NOTE 4. PROP.GRADE EL= 197.40 I I I I I I I I_ I I I I I 1651 CONIC I SLA I B/ L- 4'-0"± 2'-0 "1 TOP OF EXIST CMU RETAINING WALL EXIST 8" X 16" BLOCK, TYP 12" PS DISCHARGE 2' CML &C FLANGED - SPOOL 124,900 DI BEND 12" PVC SEE DWG C-6 EXIST GRADE AT BOTTOM OF WALL WALL FOOTING NOTSHOWN FOR CLARITY ^ W /Iv-o / �l 1 12" PS 1 / DISCHARGE PUMP STATION IN STEEL CAPSULE (BY EFI) / 12" PS SUCTION COMPACTED 3 11CLR SUBGRADE SEE NOTE 1 PUMP STATION IN STEEL CAPSULE (BY EFI) REINFORCED CONCRETE MAT FOUNDATION GRADE = ±186.52' SECTION 1 SCALE: 1/2 -IF V ID" C_53 PER 4" CIA DRAIN WITH SCREEN AND WALL CAP . ' 'IliilI III NOTES: REMOVE AND 1. CONTRACTOR SHALL FIELD VERIFY WALL FOOTING, WALL RECONSTRUCT DIMENSIONS, WALL JOINT LOCATIONS (HORIZONTAL & TOP OF CURB REPLACE EXIST PAVING VERTICAL) AND EXIST GRADE AT STATION ENTRY PRIOR TO EL = ±196.94' CONSTRUCTION OF THE MAT FOUNDATION AND DELIVERY OF DAMAGED BY CONSTRUCTION THE PUMP STATION. 30 MIL PVC WITH 3" AC OVER 4" CRUSHED GEOMEMBRANE AGGREGATE BASE 2. EXCAVATION LIMIT IS SUBJECT TO REVISION BASED ON THE g FIELD CONDITIONS ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF TEMPORARY - . EXCAVATION SLOPES OR SHORING SYSTEMS. SUBMITTAL IS EL= ±195.94' —III REQUIRED. o III -III III- .- TEMPORARY 3. REFER TO PUMP STATION MECH DWGS FOR STATION DETAILS. FILTER FABRIC / EXCAVATION s o (TOP AND SIDES, TYP) LIMIT, TYP 4. EXPANDED POLYSTYRENE PER ASTM D6817: i EXIST 12 "ACP DENSITY: 1.1 PCF (MIN) 0 8 RELOCATE EXIST / COMPRESSIVE RESISTANCE: 5.8 PSI @ 1 %STRAIN (MIN) p g 10 "ACP WATER WATER RELOCATED DURING CONSTRUCTION. SEE DWG C -6 AND C -53 NO.5 BARS @ ANCHOR BOLT SIZE CONSTRUCT 12" O.C.E. W., 3" CLR AND SPACING PER o MFGR ON DWG M -5. 4 j 3 Q rc 1 10" FUSIBLE PVC a WATER, SEE DWG C -6 2- NO. 5 CONT. 1 AND PHASING NOTES, v v a DWG C -53 GRANULAR STRUCTURAL a - BACKFILL PER 4 P y SPEC 02223 ° ° g " o p ° : o °a $ 4'-0" MA SOIL 4 ° - ° ° (: ' o a VERTICAL BACKFILL ° ° 24" E' oo ° a pj o SEE NOTE 2 L o u LL v CLASS A . 3.. CONCRETE M a "i s 3 a NO. �; m NO.4 CONT. 4 TOTAL L 12" r —I FOUNDATION DETAIL SCALE:NTS _ co U) r+ C] VJ r itlo� � a � O CO U G OFOA PER N TE 4 C 9" SO WALL EXHAUST VENT CAP WITH SCREEN AND W DAMPER PAINT TO MATCH �.� WALLCOLOR ENTRY REVEAL, TYP 3' -6 "X6'8" DOOR c LL zl r 1 ELEVATION 2 SCALE: 112" ac V-0" C -53 411 WIDE STATION ENTRY. SAW CUT ALONG MORTAR JOINTS, TYP SEE NOTE 1 PF, cse 1 DOOR LOUVER, TYP OF 2 d i ° -- yCONCRETE PADeREINFORCED ccc CONCRETE MAI FOUNDATION 12" PS SUCTION 12" FUSIBLE PVC SEE DWG C -6 THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION� PART, BASED UPON INFORMATION FURNISHED BY �4� RS K FCq f OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM E40 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES s/g C1 y 1� SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF CA1.1fOF TI4P VIPs n nATA H U W O y V IL 2 Q aaw 90 o 09 % � 4 2 J_ Lu III1I W > 11111 4 y ��Illllli� z Vz Lu J SHEET DRA'RING 61 of19s C -54 z_ 0 179963 4'-0"± 2'-0 "1 TOP OF EXIST CMU RETAINING WALL EXIST 8" X 16" BLOCK, TYP 12" PS DISCHARGE 2' CML &C FLANGED - SPOOL 124,900 DI BEND 12" PVC SEE DWG C-6 EXIST GRADE AT BOTTOM OF WALL WALL FOOTING NOTSHOWN FOR CLARITY ^ W /Iv-o / �l 1 12" PS 1 / DISCHARGE PUMP STATION IN STEEL CAPSULE (BY EFI) / 12" PS SUCTION COMPACTED 3 11CLR SUBGRADE SEE NOTE 1 PUMP STATION IN STEEL CAPSULE (BY EFI) REINFORCED CONCRETE MAT FOUNDATION GRADE = ±186.52' SECTION 1 SCALE: 1/2 -IF V ID" C_53 PER 4" CIA DRAIN WITH SCREEN AND WALL CAP . ' 'IliilI III NOTES: REMOVE AND 1. CONTRACTOR SHALL FIELD VERIFY WALL FOOTING, WALL RECONSTRUCT DIMENSIONS, WALL JOINT LOCATIONS (HORIZONTAL & TOP OF CURB REPLACE EXIST PAVING VERTICAL) AND EXIST GRADE AT STATION ENTRY PRIOR TO EL = ±196.94' CONSTRUCTION OF THE MAT FOUNDATION AND DELIVERY OF DAMAGED BY CONSTRUCTION THE PUMP STATION. 30 MIL PVC WITH 3" AC OVER 4" CRUSHED GEOMEMBRANE AGGREGATE BASE 2. EXCAVATION LIMIT IS SUBJECT TO REVISION BASED ON THE g FIELD CONDITIONS ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF TEMPORARY - . EXCAVATION SLOPES OR SHORING SYSTEMS. SUBMITTAL IS EL= ±195.94' —III REQUIRED. o III -III III- .- TEMPORARY 3. REFER TO PUMP STATION MECH DWGS FOR STATION DETAILS. FILTER FABRIC / EXCAVATION s o (TOP AND SIDES, TYP) LIMIT, TYP 4. EXPANDED POLYSTYRENE PER ASTM D6817: i EXIST 12 "ACP DENSITY: 1.1 PCF (MIN) 0 8 RELOCATE EXIST / COMPRESSIVE RESISTANCE: 5.8 PSI @ 1 %STRAIN (MIN) p g 10 "ACP WATER WATER RELOCATED DURING CONSTRUCTION. SEE DWG C -6 AND C -53 NO.5 BARS @ ANCHOR BOLT SIZE CONSTRUCT 12" O.C.E. W., 3" CLR AND SPACING PER o MFGR ON DWG M -5. 4 j 3 Q rc 1 10" FUSIBLE PVC a WATER, SEE DWG C -6 2- NO. 5 CONT. 1 AND PHASING NOTES, v v a DWG C -53 GRANULAR STRUCTURAL a - BACKFILL PER 4 P y SPEC 02223 ° ° g " o p ° : o °a $ 4'-0" MA SOIL 4 ° - ° ° (: ' o a VERTICAL BACKFILL ° ° 24" E' oo ° a pj o SEE NOTE 2 L o u LL v CLASS A . 3.. CONCRETE M a "i s 3 a NO. �; m NO.4 CONT. 4 TOTAL L 12" r —I FOUNDATION DETAIL SCALE:NTS _ co U) r+ C] VJ r itlo� � a � O CO U G OFOA PER N TE 4 C 9" SO WALL EXHAUST VENT CAP WITH SCREEN AND W DAMPER PAINT TO MATCH �.� WALLCOLOR ENTRY REVEAL, TYP 3' -6 "X6'8" DOOR c LL zl r 1 ELEVATION 2 SCALE: 112" ac V-0" C -53 411 WIDE STATION ENTRY. SAW CUT ALONG MORTAR JOINTS, TYP SEE NOTE 1 PF, cse 1 DOOR LOUVER, TYP OF 2 d i ° -- yCONCRETE PADeREINFORCED ccc CONCRETE MAI FOUNDATION 12" PS SUCTION 12" FUSIBLE PVC SEE DWG C -6 THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION� PART, BASED UPON INFORMATION FURNISHED BY �4� RS K FCq f OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM E40 n INDEPENDENT VERIFICATION OF ACCURACY BEFORE 4 Eep. 3 -31 -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES s/g C1 y 1� SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF CA1.1fOF TI4P VIPs n nATA H U W O y V IL 2 Q aaw 90 o 09 % � 4 2 J_ Lu ti W > V 4 y z Vz Lu J SHEET DRA'RING 61 of19s C -54 z_ 0 179963 p PUMP STATION 4x 4 q SEE DWG C -54 FOR BACKFILL RECONSTRUCT EXIST RETAINING -y MATERIAL, FILTER FABRIC STRUCTURAL TUBE OR 1/4" PLATE, TYP 4 � EXIST(CMU ")WALL I. WALL DRAIN WHERE DAMAGED BY AND GEOMEMBRANE \ STRUCTION REQUIREMENTS, TYP CHANNEL, TYP. TOP AND SIDES NO. AND LOCATION BY PUMP STATION MFGR. FILTER FABRIC 3. -.. 12" AROUND CORE HOLE ° 4" DRAIN PIPE, SCH 80 PVC s 1/4" X 2" SS EPDXYADHESIVE q 4 6 i LENGTH AS REQUIRED 4' -0" ° 4 ANCHOR W /BOLTS AND a ¢ \ EXIST I2 "X8 "X18 "CMU,TYP ° WASHERS, TYP OF 4 4, J a - a - _ r I SS PIPE CLAMP o g 4 g CORE DIA TO MATCH 4 I EXIS78" X 8 "X 16" CMU, TYP 18 GAGE WALL CAP NOMINAL PIPE SIZE J4 a < PAINT TO MATCH WALL _ _ O -- COLOR — 1 m VENT SCREEN, VAL -MATCC --- 3'- 6 "XB' -6 "DOOR VM- 16040REQUAL 1 o L8 X 4 X 1/2, TYP FACE OF RETAINING z m WALL, TYP ¢ a s o HSS4X2X5116, TYP 4 I / :oa EX GRADE 1 - _4 L J / 2" / �- r I PIPE COUPLING J / \ 3' -11" Am" ° p y =1 =1 =1 1= III =III a 4" STL PIPE, PUMP �� $ LL w a I STATION FLOOR I WELD TO I, o DRAIN \ L8X4X1 12 NOTES: a 4 3 18 "X6 "STLDOWEL, DRILL AND EPDXY 1. CONTRACTOR SHALL FURNISH AND INSTALL L: a ADHESIVE INTO CMU. ALL MATERIALS NOT PROVIDED BY PUMP %mlm,; m STATION MFGR. �- TYP 1/4 2. SHOP PRIME ALL STRUCTURAL STEEL DRAIN DETAIL PUMP STATION ENTRY - PLAN p MEMBERS. FIELD FIELD WELDING. ING. AFTER COMPLETION OF FIELD WELDING. SCALE: NTS SCALE: NTS C•rjQ V) L8 X 4 X 1/2, TYP OP AND SIDE A 1 3/8 "X6 " DOWEL @18 "O.C. + m 41, TYP IN EPDXY GROUT, TYP r+ C] V LS X 4 X 112, TYP FITE HSS4 X 2 X 5/16, TYP A a o 0 OPE '•.G T,P 3' -6" X 6' -8" DOOR w o 1/4 I� 3'-6" X 6'-8" DOCOLOR SHALL 0 F SHERWIN- WILLI- #6169 SEDATE GY q EXIST CMU W 7.10•• J WALL, TYP SS4 X 2 X 5/16 LOUVER VENTS TYP ALL AROU D U Lu — — � H L CL W Q w O CL W Z 18" O.C. IN EPDXY I Lu O GROUT, TYP Q R 1/4" PLATE, TYP J O N 4" THICK CONC PAD WITH > J Exlsr axa - wzs x wzs (� Lj 7' STEP e GRADE WWM �. CONCRETE � d EX GRADE V L_JSx4X1 /2 J RECORD DRAWING lL " 2" CONC EMBED. THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION j- 5' ' PART, BASED UPON INFORMATION FURNISHED BY ��O RS K. FNq�P ' 31 OTHERS. THE INFORMATION IS NOT GUARANTEED o`" fys �_ AS CORRECT, ACCURATE, OR COMPLETE. USERS OF ^' SHEET DRAWING �\ THIS RECORD DRAWING ARE ADVISED TO PERFORM E40 m INDEPENDENT VERIFICATION OF PUMP STATION ENTRY - ELEVATION / 3 ` PUMP STATION ENTRY- SECTION �� APPLYING IT FOR ANY PUPOSE.ONLY RUTILITIES RE .rgt "`c',; 019�p s2 13s G55 or SCALE: NTS _ SCALE: NTS _ SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER f pF CA1.�fOF THE FIELD DATA. 79963 W U Z z J U (n J z z 0 cc 0 SCHOOL CONTACT INFORMATION X FLORA VISTA ELEMENTARY SCHOOL / 1690 WANDERING RD (760) 944 -4329 + PRINCIPAL: STEPHANIE CASPERSON / + SYN:LsZ�1S:Ca1�Z:��SZSli[% Fillip 6 I17_ 1u-$Y9 PARK DALE LANE ELEMENTARY SCHOOL �:JI�:IC•E41LL:QiF$!•yL:, 2050 PARK DALE LN PRINCIPAL: / PRINCIP IPAL:JODI GREENBERGER SCHOOL HOURS: M -TH 8:OOAM - 2:20PM I FRI 8:OOAM - 12:45PM x v k aDa pDo aDo pDo aDo k « FLORA VISTA « ELEMENTARY SCHOOL - LAST DAY OF SCHOOL: 6-19 -2015 FIRST DAY OF SCHOOL: 8 -17 -2015 �- NOTES: 1. A SEARCH OF EXISTING UTILITIES ON SCHOOL GROUNDS r�- HAS NOT BEEN CONDUCTED, AND OTHER PRIVATE UTILITIES cqN� g WHICH ARE NOT SHOWN ON THESE PLANS MAY EXIST. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING — 6 PRIVATE UTILITIES WITHIN EXCAVATION AREA. 2. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS AND LANDSCAPING DAMAGED BY -- CONSTRUCTION TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. � � � ��6� nV �• 3. ALL WORK SHALL BE PERFORMED AFTER THE LAST DAY OF iACP) _ SCHOOL IN THE SPRING OF 2015 AND SHALL BE COMPLETED AT LEAST TWO WEEKS BEFORE THE SCHOOL SESSION 6" PVC RW I1 STARTS IN THE FALL OF 2015. THE CONTRACTOR SHALL PIPELINE I 4 9 COORDINATE WITH THE SCHOOL PRINCIPAL IN ADVANCE OF SEE DWG C- WORK TO DEFINE SPECIFIC SCHEDULE AND ACCESS ONTO SCHOOL PROPERTY. 4. ALL TREES ON SCHOOL PROPERTY SHALL BE PROTECTED IN PLACE PER COE NOTES ON DWG G -6. RAMBLING RD O INSTALL 1 " COMBINATION AIR VALVE ASSEMBLY PER STD DWG NO A -3.1. 34 INSTALL 2" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B -1.5. 35 INSTALL 3" RECYCLED WATER SERVICE ASSEMBLY PER STD DWG NO B -1.7. 84 INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY PER STD DWG NO C -2.1. 85 INSTALL 3" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY PER STD DWG NO C -2.2. 67 SAWCUT, REMOVE, AND REPLACE CURB AND GUTTER PER i (ACP) Fo E..w 2" PVC i x SDRSD G -2. 356' - 2" SCH 40 70 SAWCUT, REMOVE, AND REPLACE SIDEWALK PER SDRSD PVC IRRMAIN. G -7, MIN 3' COVER. �I —X X 6" PVC RN —I-..w cncP)— (PCP) C� 10 -w E ICI; 311PVCC Z Z Y ` 3 w r AQ a m � m x � 0 v —T T -- ..CAN T __ __ T -✓ o —ap - -- U: d a co a — — FO / sumo / n o 0 3 py :P7 cy — s "w (A �- a a° n O FO %- a L: 161 m SCALE: 1 " =30' LLL WANDERING RD SPLITRAIL DR m �J cD F-1 X X a PARK DALE ~ .a LANE SCHOOL O 0 co LAST DAY OF SCHOOL: 6-19 -2015 FIRST DAY OF SCHOOL: S -17 -2015 ° W I ,o "w T T lOW (ACP) (ACP SCALE: 1 " =30' PARK DALE LN ' - THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER TI4P VIPs IN nATA U W 0 2 �a 4 IL W O Lu y O V � O J_ R W Lu > Z Z W w � a co SHEET DRA'RING Q 63 of139 is -56 Z 179963 O 6 "X4 "REDUCER 6" CML &C STL SPOOL 1 (2 ) OR 6" CML &C STL SPOOL AND TB (IF APPLICABLE) 8" X 6" AND TS (IF APPLICABLE) REDUCER ll 4 "DIFCA 6 "GV 6 "DIFCA 4" PVC 6" PVC 6" GV E4 . ' 8 T4FrT e 6" TEE ° an TEE III. 6" TEE WITH 4" BRANCH 8" TEE WITH 6" BRANCH 3 0 5 6 IIII •4.. III - � � — III —III III =1 I � 0 0 I ✓ a Z 7$7 12 "X6 "OR 12 "X8" 6 "CML &C STL SPOOL AND ° REDUCER DIFCA CML &C STL SPOOL AND TB (IF APPLICABLE) TS (IF APPLICABLE) 6 "X4 "REDUCER a m PVC PIPE, 8"X6" ° SIZE PER 4" DI FCA REDUCER x 7 6 �— :. a 11 PLAN GV 4.. PVC i o 4 -�- ' ': ,fir a Hill Hill 9 10 JAL Aif�. ry Q Q s o SEE DETAIL e FOR REDUCED PIPE BRANCH a' o 0 12" TEE 6" G V 8" TEE ITEM DESCRIPTION SPEC/DWG I DUCTILE IRON PIPE WITH NON - RESTRAINED JOINTS 15240 2 CL 150 OR 200 PVC PRESSURE PIPE 15292 3 DR 18 PVC DISTRIBUTION PIPE 15293 4 DUCTILE IRON TEE WITH CL 150 FLANGES 1524GH5291 5 RESILIENT SEATED GATE VALVE WITH CL 125 FLG x MECHANICAL JT OR PUSH ON 15101 6 RESILIENT SEATED GATE VALVE WITH CL 125 FLANGE x FLANGE 15101 7 POLYETHYLENE ENCASEMENT 09954 8 STEEL PIPE SPOOL, CML &C, AND CL 150 FLANGES 15081115253 9 114" THK x 9" LG WRAPPER PLATE W/10 THK x 1 -1/2" HIGH ANNULAR RING PLATE 15061H525S/D -2.8 10 CONCRETE ANCHOR BLOCK WITH REINFORCING STEEL D- 2.S/D- 2.5/D -2.8 11 DUCTILE IRON FLANGE ADAPTER WITH CL 150 FLO x MECHANICAL JT OR PUSH ON 15240/15292115293 12" TEE WITH We OR 8" BRANCH 8" TEE WITH 4 "BRANCH LIM. � Mo NOTES: o co a m0 1. REFER TO PLAN AND PROFILE DRAWINGS FOR VALVE SIZES, LOCATIONS AND APPURTENANCES. L- 2. THRUST BLOCKS NOT SHOWN FOR CLARITY. CONSTRUCT AT LEAST ONE THRUST BLOCK PER TEE h o O1 s uM RUN OR BRANCH PER OMWD STD DWG NO D -3.3. L= a VF m � m W m 'wry,• ^' PIPI OD Arc 3. MINIMUM SPOOL LENGTH SHALL BE 4 FEET. A ~ MIN MAX 2. 1. FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED. 6L Q d F F C 1 ^THROUGH 8" 6" 9" 1 10" THROUGH 16" 8" 12" 4^,( TEE AND VALVE ASSEMBLY 1 TEE, REDUCER AND VALVE ASSEMBLY PRACTICAL. J 0 W li SCALE:NTS _ SCALE:NTS D W d NOTES: 3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE > J IL APPROVED BY THE CITY ENGINEER. 0 10 DIMENSION SPECIFIES THE TRENCH ZONE AND LIMIT OF ALLOWABLE TRENCH SIDE SLOPE. RECORD D RAW I N G 4. u) () TYPE C1 -PG 64 -10 IF LESS THAN 3' REMOVE/ W c�O �2 LOCATING WIRE PER SPECS. PROVIDE LOCATING WIRE TEST THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY 5. USE TYPE C1 -PG 64 -28TR ASPHALT CONCRETE ON EL CAMINO REAL, ENCINI7AS BLVD, VIA CANTEBRIA, AND MOUNTAIN VISTA DR. ESSIONq AC. SEE NOTE 5. TRENCH WIDTH REPLACE PAVEMENT TO GUTTER OTHERS. THE INFORMATION IS NOT GUARANTEED AS REFER TO SPEC SECTION 02743. QpOF K Fc �� TRENCH WIDTH 12 12" ICI ��° Rs p4' F2�,c SEE SPECS THIS RECORD DRAWING ARE ADVISED TO PERFORM AT TOP OF TRENCH UTILITY TRENCH BACKFILL AND RESURFACING PLANE 1- 112" DEEP AND PAVEMENT REINFORCEMENT SHEET s. m STANDARD - CITY OF ENCINITAS « Dp JC -za,e NOT LIMITED 12" BEYOND TRENCH LINE 77 pf139 MEMBRANE; IE. GLASSGRID, CD -1 SCALE:NTS SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER SCALE:NTS qtP NIVI` OR CITY APPROVED EQUAL - THE FIELD DATA. L1 q `- gpL TOP OF BACKFILL TO MATCH 179963 ADJACENT UNDISTURBED GROUND THICKNESS = EXISTING y _ EXISTAC THICKNESS PLUS 1" g m _ _ - PAVEMENT - _ = 6" CLASS 2 AGGREGATE p,o -- - - - - BASE (VIRGIN) COMPACTED IC1I C -- - _ - - TO 95% MIN RELATIVE C 1 _ _ BACKFILL TRENCH ZONE a W - COMPACTION (RECYCLED O f. Z - - - - - - - - - - -. WITH NATIVE EARTH IF ( p _ - BASE NOT ALLOWED) C CL O - - _ SUITABLE) OR IMPORTED = - O DNI I��II MATERIAL PER SPEC = 0. -_ - - - SECTION 02223 iv - NATIVE OR IMPORTED Z a -_ _- _ - - MARKING TAPE �- WV '- TOP OF PIPE MATERIAL APPROVED BY K E- - BACKFILL PIPE BASE AND O W W a p �I'I a THE OFFICE OF THE CITY 2 PIPE ZONE WITH IMPORTED N ur O III rL y ENGINEER, SEE SPEC TOP OF PIPE SAND PER SPEC SECTION yw L0 6 "BEDDING SECTION 02223 () u p u O 02223 SEE SPECS MARKING TAPE W LOCATING WIRE PER mm) `D NOTES: - -IIII �,I I i- SPEC SECTION 15292 0 Y I= In W m 'wry,• ^' PIPI OD Arc 11111111 A PIPE DIAMETER MIN MAX 2. 1. FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED. 6L Q d F F C 1 ^THROUGH 8" 6" 9" 1 10" THROUGH 16" 8" 12" K 9 11111111 a ZONE LIMITED 2. EXISTING AC SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. Q III Z r 1 EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN 4^,( PRACTICAL. J 0 W li W d NOTES: 3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE > J IL APPROVED BY THE CITY ENGINEER. 0 10 DIMENSION SPECIFIES THE TRENCH ZONE AND LIMIT OF ALLOWABLE TRENCH SIDE SLOPE. RECORD D RAW I N G 4. CHIP OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY THE CITY. REFER TO SPEC SECTION 02743. () W �2 LOCATING WIRE PER SPECS. PROVIDE LOCATING WIRE TEST THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY 5. USE TYPE C1 -PG 64 -28TR ASPHALT CONCRETE ON EL CAMINO REAL, ENCINI7AS BLVD, VIA CANTEBRIA, AND MOUNTAIN VISTA DR. ESSIONq STATIONS PER SPEC SECTION 15292. OTHERS. THE INFORMATION IS NOT GUARANTEED AS REFER TO SPEC SECTION 02743. QpOF K Fc �� CORRECT, ACCURATE, OR COMPLETE. USERS OF ��° Rs p4' F2�,c THIS RECORD DRAWING ARE ADVISED TO PERFORM UTILITY TRENCH BACKFILL AND RESURFACING SHEET DRAWING INDEPENDENT VERIFICATION OF ACCURACY BEFORE NON -PAVED UTILITY TRENCH SECTION 3 APPLYINGIT FOR ANY PURPOSE. ONLY UTILITIES STANDARD - CITY OF ENCINITAS « Dp JC -za,e ✓r 77 pf139 CD -1 SCALE:NTS SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER SCALE:NTS qtP NIVI` - THE FIELD DATA. - OF \f OP gpL 179963 co W U Z Z W J co U J a Z 0 Q O EXIST GROUND ' #8 HMWPE ANODE LEADS (NO SPLICING) 3 NEMA 4X FRP ENCLOSURE. ATTACH 4 "x4" POST- PAINTED 121, PVC CD -2 TO POST WITH WOOD SCREWS. WHITE AND GREEN (TOP 416) 2 ----- - - - - -- — — — — — — — — — — — — — — — — — — — FROM 3RD ANODE TO CTS = ______________________ CD -2 GALVANIZED CLAMP " i t I � o 48 LB PRE - PACKAGED HIGH POTENTIAL ( ) _ MAGNESIUM ANODE, FARWEST CORROSION 15 NP 2 "PVC CONDUIT W/ o CONTROL, TYPE 48D5, (TYP). PLACE ANODE IN LARGE RADIUS ELL �j PVC PIPE TRENCH APPROX 18" BELOW BASE BACKFILL. SOAK ANODE FOR 30 MIN IN '" r TRENCH BEFORE BACKFILLING. SURROUND a m ANODE WITH ROCK -FREE NATIVE SOIL. o x a m ED tl J % ED NATIVE EARTH ANODE AND EXIST PIPEZONE TRENCH ZONE STRUCTURELEADS a BACKFILL CD -2 ASTM C94 READY MIX 12" PVC PIPELINE CONCRETE. 16" DIA x 24" DEEP a o V: -ova ROCK FREE o° u° u NATIVE BACKFILL ANODE a N s co �• ry M SECTION A ANODE INSTALLATION 1 POST— MOUNTED CORROSION TEST STATION 2 ~ SCALE: NTS _ SCALE:NTS C) r+ C] VJ 8" 0 o 0.010HM SHUNT(TYP) c� 3 O O (HOLLOWAY TYPE RS) ao BRASS TERMINAL CONNECTION I"I '� v O O O AND LUG BOLTS (TYP) O COPPER BUSS BAR MICARTA PANEL (1/2 "x6 "x1/8 ") 3/16" THICK O O O 3EA -#8 HMWPE HOFFMAN 4X FRP ANODE LEADS Lu ENCLOSURE I2 "x8 "(MODEL V H Z A1287JFGQRR W/ PANEL) O G IL CL LU o .V p y .W C C W� 1 Q C7 Q IL Iwo V W O J Lu t 2 EA - EXISTING r!7721, PVC > V STRUCTURELEADS RECORD DRAWING Lu THIS RECORD DRAWING HAS BEEN PREPARED, IN QpOF ESSION PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF SHEET DRAWING TS ANODE TEST BOX 3 NDEPEN ENDTV RIFICATION OF ACCURACY BEFORE 4 Eep. 3C -2019 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES 'Prg N1V1E 78 pf 139 �i� -2 SCALE: NTS _ % F SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER f pF CA1.�f0 THE FIELD DATA. � 79963 W Z Z J U D) J a Z 0 CC O EQUIPMENT ENCLOSURE PER ELEC DWGS EQUIPMENT 181'x 6" ANCHOR BOLT OR SUPPORT PER EPDXY ADHESIVE o ELEC DWGS ANCHOR AND 316 S.S. PCC FOUNDATION 2 - FLAT WASHER (TYP OF 8) U y PAD = 3 2" MIN r, s ° CURB 4 "CLR COVER r " L " -1 G v STOP SIGN 9.. NO. 3 BARS @ CL NO. 3 BARS @ 12" O.C. O.C. a a I" COMBINATION AIR TYPE 1 RETAINING EACH WAY, 3" CLR COVER EACH WAY, 3" CLR COVER VALVE ASSEMBLY PER v WALL PER SDRSD C -1 GALV ANCHOR BOLT a DIA x 181, a STD DWG NO A -3.1. 4 " -90" BEND (4 REQUIRED) c m O ED u CELLULAR MODEM STANCHION BE SWITCHBOARD 30" SO �� :oa$ CONC PAD sao V: -ova NOTE: STEEL HARDWARE AND SUPPORTS SHALL BE GALVANIZED `° Sum v AFTER FABRICATION UNLESS NOTED OTHERWISE. a 3n3 �• an L. a co _C: m MASONRY RETAINING WALL 1 FOUNDATION DETAIL 2 ~ SCALE: 1 /2" =1' _ SCALE:NTS _ C] DISTRICT WILL RELOCATE EXIST WATER �1 METER TO THE NEW RECYCLED WATER METER BOX. AFTER METER IS RELOCATED, CUT AND �I Ca tx c0 NEW RECYCLED WATER METER CAP EXIST POTABLE WATER SERVICE IN EXIST r. 0 BOX WITH ANGLE METER VALVE POTABLE WATER METER BOX. y, EDGE OF SIDEWALK 8" PVC ZINC ANODE (S) PER PLAN I 3 F� itlorn I� a d a < U 12"CML &C STL 8 " DI FCA a SPOOL AND TS 8 "GV 0 +`�+ ° 12" x 8" REDUCER O 4' IN " - 12" PVC PER PLAN .C. H - CURB AND 12" GV Be' DI FCA O 0 41 w GUTTER 9 W C NEW RW SERVICE INSTALLATION NEW 12 "18 "16 "/4" RECYCLED � (SIZE PER PLAN) WATER PIPELINE 12 "x8" DI CROSS 8 GV 8" PVC Q PER PLAN Lu 12" DI FCA 8" x 6" REDUCER 4 6" GV M EXIST POTABLE d to WATER SERVICE 6" CML &C STL W CUTANDCAP PAVEMENT RESTORATION SPOOL AND TB d I1.I F RECORD DRAWING w � W F -I PER a NOTES: Q O 6" DI FCA THIS RECORD DRAWING HAS BEEN PREPARED, IN C9 CD-1 PART, BASED UPON INFORMATION FURNISHED BY a 1. REFER TO PLAN AND PROFILE DRAWINGS FOR OTHERS. THE INFORMATION IS NOT GUARANTEED AS J 0 i VALVE SIZES, LOCATIONS AND APPURTENANCES. CORRECT, ACCURATE, OR COMPLETE. USERS OF V 6 "PVC THIS RECORD DRAWING ARE ADVISED TO PERFORM J W L _ J 2. THRUST BLOCKS NOT SHOWN FOR CLARITY. PER PLAN INDEPENDENT VERIFICATION OF ACCURACY BEFORE J 1— CONSTRUCT AT LEAST ONE THRUST BLOCK PER APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES V WORK SHALL BE COMPLETED CLOSE EXIST CORPORATION SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER IN PHASE 4. REFER TO SPEC STOP AND INSTALL PLUG OR TEE RUN OR BRANCH PER OMWD STD DWG NO THE FIELD DATA. V D -3.3. SECTIONS 01043 AND 01150. � CAP IN OUTLET W 3. MINIMUM SPOOL LENGTH SHALL BE 4 FEET. Qpoi LSS/oNgl s POTABLE WATER SERVICE DISCONNECT (TYP) 0 CROSS, REDUCER AND VALVE ASSEMBLY sr Q 89af139 CD -13 SCALE: NTS _ SCALE: NTS W U Z Z J U (n J a Z_ 0 cc O CO w U z_ z_ w COJ Q U J z Z_ C7 m 0 a 0 12" FCA 12" PVC PIPE � ' V -6" DIA OPNG (OR SIZE AS NEEDED FOR PIPE FLANGES) 10" 125 LB D.I. FLGD ALTITUDE VALVE, SEE NOTE 1. PIPE SUPPORT, TYP ACOUSTICAL ENCLOSURE W/ HINGED COVER ON CONCRETE BASE 10" 125 LB D.I. FLGD FLEXIBLE EXPANSION JOINT 10" 125 LB D.I. FLGD 900 S.R. ELBOW W EXIST 10" 125 LB D.I. FLGD GATE VALVE ck ryFDO? 9p. U'y �Ql GO 12" X 10" 125 LB D.I. FLGD 900 S.R. REDUCING ELBOW ----- 4 1 "AIR RELEASE VALVE RESERVOIR INLET- PLAN SCALE: 1/2" =1'.0" NOTES: 1. RELOCATE EXIST 10" ALTITUDE VALVE WITH SOLENOID CONTROL AND CHECK FEATURE. ADD VALVE POSITION LIMIT SWITCH. 2. REFER TO SPEC SECTION 13110 FOR INSULATING FLANGE REQUIREMENTS. 12" PVC RECYCLED WATER SEE DWG C -5 10" 125 LB D.I. FLGD SENSUS OMNI C2 METER W/ STRAINER 10" GATE VALVE STD DWG D2.2 12" FLGD CPLG ADAPTER (FCA), TYP 4'-0" X 6'-0" DOUBLE LEAF ACCESS HATCH (H -20 LOADING) W /LADDER ST 10" 150 FLGD CONN 10" 125 LB D.I. FLGD 900 S.R. ELBOW 12" D.I 12" FCA A SEE DWG C-52 FOR CONTINUATION 12" PVC RECYCLED WATER SEE DWG C -5 FOR CONTINUATION 12" X 10"125 LB D.I. FLGD ECC REDUCER, TYP PLAN SCALE: 1/2" = i' -0" I EXIST 10" 125 LB D.I. FLGD GATE VALVE r CA1a I I RESERVOIR ACOUSTICAL ENCLOSURE M`o EXIST 10" FLGD CONN 1 "AIR RELEASE VALVE W/ U: -ova 1 "BRONZE BALL VALVE W/ I LEVER, SEE DIET 1, DWG MID -1� ` -m0 12" X 10" 125 LB D.I. FLGD 900 ° S.R REDUCING ELBOW W/ L" 1" BOSS IN POSITION'R'� C] In Z N' INSULATING FLANGE, u° "i h WIN I_ TI 11 SEE NOTE NO .2 SECTION N.T.S. RESERVOIR INLET SCALE: NTS C -51 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERSOF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 12" FCA 8" DIA GRAVEL SUMP B 4' -0" X 6' -0" PRECAST CONCRETE VAULT 12" THICK CONCRETE SUPPORT BASE W/ NO.3 BARS @ 12" O.C. E.W. TOP AND BOTTOM 4' -0" X 64" PRECAST CONCRETE VAULT W/ ACCESS HATCH (H -20 LOADING) 10" 125 LB D.I. FLGD FIN SURFACE GATE VALVE W/ i— VALVE BOX AND COVER 12" X 10" 125 LB D.I. ECC REDUCER, TYP 12" FCA FLOW METER (RW -OMWD) �21 SCALE: 1/2 " =1'.0" 0 -51 D.I. PIPE SUPPORT, / 3 TYP D-' 10"125 LB D.I. FLGD SENSUS OMNI C2 METER W/ STRAINER 8" DIA GRAVEL SUMP 4 VALVE POSITION INDICATOR 10" 125 LB D.I. FLGD ALTITUDE VALVE. SEE NOTE 1. 10" 125 LB D.1. FLGD * FLEXIBLE EXPANSION o JOINT �I 51 ADJUSTABLE PIPE STANCHION ON CONCRETE BASE, TYP 114" X 3" 316 SS ANGLE W/ 3/8" DIA X 6" LONG 316 SS CONCRETE ADHESIVE ANCHORS, TYP OF SECTION N.T.S. SECTION B SCALE: 1/2 " =1'-0" - FIN SURFACE SLEEVE, 12N FCA ri N Tyr n 3, SHEET DRAWING I of139 M -2 179963 CO W U Z Z W J Q U U) J a _Z C7 0 H 0 M`o U U: -ova W ` -m0 ° L" r+ C] In Z N' 4�• u° "i h WIN yF- co A � 1L Lu W SHEET DRAWING I of139 M -2 179963 CO W U Z Z W J Q U U) J a _Z C7 0 H 0 U d' W r+ C] In Z Ya h WIN A � 1L Lu W H Q 0; W C Q R J YI ICI a � Z j m a L C U W C w W SHEET DRAWING I of139 M -2 179963 CO W U Z Z W J Q U U) J a _Z C7 0 H U W O Z Ya h WIN IL 1L Lu W H Q 0; W C Q R J YI cc Z j m a L V W w SHEET DRAWING I of139 M -2 179963 CO W U Z Z W J Q U U) J a _Z C7 0 6" 125 LB D.I. FLGD PRESSURE SUSTAINING VALVE W/ CHECK FEATURE, SOLENOID CONTROL, AND LIMIT SWITCH 125 LB D.I. FLGD SENSUS I C2 METER W/ STRAINER FCA,TYP \ 6" PVC PIPE, SEE DWG C -52 FOR CONTINUATION PIPE SUPPORT, AVAR L 2'-0" 6" 125 LB D.I. FLGD 900 ELBOW, TYP 4" THICK CONCRETE PAD 4x4- W2.9xW2.9 W WM 10'-2" ACOUSTICAL ENCLOSURE WITH HINGED COVER, VERIFY SIZE WITH SHOP DWGS L6" D.I. PIPE, SEE DWG C -52 FOR CONTINUATION r 2-.16" 1/4" X 3" 316 SS ANGLE W/ 318" DIA X 3" LONG 316 SS CONCRETE ADHESIVE MCHORS, TYP OF 4 6"125 LB D.I. FLGD 900 ELBOW W/ 2" BOSS IN'R' LOCATION 4" THICK CONCRETE PAD 4x4- W2.9xW2.9 WWM 6" FLANGED COUPLING ADAPTER(FCA), TYP 6" PVC PIPE, SEE DWG C -52 FOR CONTINUATION PLAN SCALE: 3/4 =1' -0" FLOW METER TABLE MAK ZPWA 6" 125 LB D.I. FLGD SENSUS OMNI C2 METER W1 STRAINER 1 "AVAR, SEE DET 1, DWG MD -1 all 0 M c e ii PVC ADJUSTABLE PIPE 2 SUPPORT, TYP. SEE D STA 1 +61.53 �~ SECTION SCALE: 314 = I W' 1 U mj mj o e `o d� _ L_ 61, CML AND PAINTED 90° STEEL 6" 150 LB WELD NECK FLANGE U: -ova CONTINUATIO ELBOW, TYP 2-.16" 1/4" X 3" 316 SS ANGLE W/ 318" DIA X 3" LONG 316 SS CONCRETE ADHESIVE MCHORS, TYP OF 4 6"125 LB D.I. FLGD 900 ELBOW W/ 2" BOSS IN'R' LOCATION 4" THICK CONCRETE PAD 4x4- W2.9xW2.9 WWM 6" FLANGED COUPLING ADAPTER(FCA), TYP 6" PVC PIPE, SEE DWG C -52 FOR CONTINUATION PLAN SCALE: 3/4 =1' -0" FLOW METER TABLE MAK ZPWA 6" 125 LB D.I. FLGD SENSUS OMNI C2 METER W1 STRAINER 1 "AVAR, SEE DET 1, DWG MD -1 all 0 M c e ii PVC ADJUSTABLE PIPE 2 SUPPORT, TYP. SEE D STA 1 +61.53 �~ SECTION SCALE: 314 = I W' 1 SHELL 6:�AIR GAP (POTABLE) - SECTION SCALE: 112" = T -0" A RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 6" AIR GAP (POTABLE) - PLAN SCALE: 112" =1' -0" 6" POTABLE MAKE -UP WATER CONNECTION/' 2 M-1 6" 125 D.).FLG PRESSURE S AININO VALVE WI CHECK rRE, SOLENOID CONTROL, AND LIMIT SWITCH ACOUSTICAL ENCLOSURE, VERIFY SIZE WITH SHOP DINGS TYP 6" D.1. PIPE, SEE DWG C -52 FOR CONTINUATION NOTES: 1. CONTRACTOR SHALL COORDINATE AIR GAP DETAILS AND INSTALLATION OF NEW ITEMS WITH EXISTING ITEMS RECENTLY INSTALLED ON THE TANK: ROOF PENETRATION, VERTICAL PIPE SUPPORT BRACKETS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO FIT UP WITH EXISTING ITEMS. 2. REFER TO SPEC SECTION 13110 FOR INSULATING FLANGE REQUIREMENTS. RESERVOIR SHELL 6" CML AND PAINTED STEEL UNISTRUTCUSH -A -CLAMP AND PIPE 3 UNISTRUT P -1000 SUPPORT 61145* CML AND PAINTED BRACKET OR EQUAL WELDED ELBOW TO TANK WALL @ 6' -0" O.C. 6" 150 LB FLGD 316 SS MAX, TYP FLEX FITTING p' 0 �o + 9 EXIST GRADE 6" 150 LB WELD NECK FLANGE INSULATING FLANGE, SEE NOTE 6 "45° 125 LB FLGD N0.2 D.I. ELBOW 6" D.I. PIPE, SEE N DWG C -52 FOR CONTINUATION ¢ N 6" PIPE TABLE) - SECTION F SCALE: 1/2 " =1'-0" - 3, U mj mj 6" D.1. P SEE `o d� DWG C -52 F 61, CML AND PAINTED 90° STEEL 6" 150 LB WELD NECK FLANGE U: -ova CONTINUATIO ELBOW, TYP 0 r+ co T ` -m0 EXIST ROOF PERIMETER RAILING 6" TIDEFLEX SERIES 37 FLGD CHECK o°g 2 6" CML AND PAINTED 900 ST VALVE OR APPROVED EQUAL RESERVOIR SHELL 8 MESH X 20 GA 316 SS SCREEN, a°3 3p= � V ELBOW, TYP BAND TO PIPE AND FLARE W/ O 2 WELD SOUND BARRIER W 316 SS CLAMP t I. 3 3 ANGLE CLIPS (@ 90 °t) co 12 "DIA SCH 40 STEEL PIPE �a CL W Q TO RESERVOIR ROOF INLET (PAINT AFTER iN V' w O o AND BARRIER AS a � 6" CML AND PAINTED STEEL C � 2 2 NEEDED, NP CO U INSTALLATION) PIPE, NP ¢ p K ¢ T RESERVOIR > OOF a C I I *F 12 U d -12" RAD X 241'HIGH X 11481 PL C W STEEL SOUND BARRIER PAINT .1 W TO MATCH RESERVOIR P 12" SCH 40 EL PIPE, PAINT 2 -0" AFTERI ALLATION HWL437' _j UNISTRUTCUSH -A -CLAMP AND Q UNISTRUT P -1000 SUPPORT 1/4.. TYP 1 AD X 24" HIGH X 1/4" PL STEEL U BRACKET OR EQUAL WELDED TO OUND BARRIER W/ SUPPORT CLIPS @ 90 °t ' O TANK WALL @ 6'-0" O.C. MAX, TYP PAINT TO MATCH RESERVOIR Q 92 01139 M 6" CUT IA HOLE IN EXIST ERVOIR CABLE TRAY SHELL 6:�AIR GAP (POTABLE) - SECTION SCALE: 112" = T -0" A RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 6" AIR GAP (POTABLE) - PLAN SCALE: 112" =1' -0" 6" POTABLE MAKE -UP WATER CONNECTION/' 2 M-1 6" 125 D.).FLG PRESSURE S AININO VALVE WI CHECK rRE, SOLENOID CONTROL, AND LIMIT SWITCH ACOUSTICAL ENCLOSURE, VERIFY SIZE WITH SHOP DINGS TYP 6" D.1. PIPE, SEE DWG C -52 FOR CONTINUATION NOTES: 1. CONTRACTOR SHALL COORDINATE AIR GAP DETAILS AND INSTALLATION OF NEW ITEMS WITH EXISTING ITEMS RECENTLY INSTALLED ON THE TANK: ROOF PENETRATION, VERTICAL PIPE SUPPORT BRACKETS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO FIT UP WITH EXISTING ITEMS. 2. REFER TO SPEC SECTION 13110 FOR INSULATING FLANGE REQUIREMENTS. RESERVOIR SHELL 6" CML AND PAINTED STEEL UNISTRUTCUSH -A -CLAMP AND PIPE 3 UNISTRUT P -1000 SUPPORT 61145* CML AND PAINTED BRACKET OR EQUAL WELDED ELBOW TO TANK WALL @ 6' -0" O.C. 6" 150 LB FLGD 316 SS MAX, TYP FLEX FITTING p' 0 �o + 9 EXIST GRADE 6" 150 LB WELD NECK FLANGE INSULATING FLANGE, SEE NOTE 6 "45° 125 LB FLGD N0.2 D.I. ELBOW 6" D.I. PIPE, SEE N DWG C -52 FOR CONTINUATION ¢ N 6" PIPE TABLE) - SECTION F SCALE: 1/2 " =1'-0" - 3, U mj mj `o d� W U: -ova 0 r+ C] In ` -m0 �a o°g 2 L° m � o N' a°3 3p= � V IL W 'o r'; W Lu yF- co �a ZZ Q ICI a � U mj mj d� W Fa- W 0 r+ C] In �a IL a° 2 m � o Q A � V IL W Q W Lu H �a ZZ Q ICI a � U CO U > a C V U d C W U mj mj W Fa- W 0 o 01 �a IL a° 2 Q V IL W Q W Lu H �a ZZ Q > a U V d V W Z _j Q U SHEET DRAWING Q 92 01139 M -3 z 179963 0 7 � � 12" MAIN °f DISCHARGE 8 °X4 "X STRUCTURAL TUI 1' -0" 12" MAIN DISCHARGES ❑ DISTRIBUTION PANEL - 4"0 CONDUITN ONTROL PANEL VF — AC UNIT 57RIBUTION PANEL 'ERFACE PANEL TRANSFORMER 6" 3" X 1/2" BAR TRENCH DRAIN W/ FLOOR :CTRICAL ROOM GRATE FLOOR HIGHER THAN PUMP ROOM FLOOR �I 33' -0° ( 1/4" AL TUBING DO & LOUVER (LOW) LIGHT (5 EA) J 2" �V EXHAUST 2° GATE VALVE VALVE TRIM CLEARANCE 6° GATE VALVE 3• CONTROL VALVE 6° GATE VALVE E EXHAUST FAN � (NEAR CEILING) Y 6" FNPF COUPLING C8 X 11 SECTION B -B 35' -0" 33' -0° CAPSULE -R - - R CHECK i R- =E- -� VALVE �hll� VALVE PUMP p V- jo+ N Pump rljwk. EXHAUST FAN � (NEAR CEILING) Y 6" FNPF COUPLING C8 X 11 SECTION B -B 35' -0" 33' -0° CAPSULE a a m 3" GATE VALVE — 6" ST -EPC VALVE VALVE TRIM CLEARANCE 6" CHECK VALVE 6" CHECK 6° GATE VALVE LIGHT VALVE (5 EA.) - RETAINING WALLS V 3' -6° DOOR W/ REFER TO CML DRAWINGS LOUVER (LOW) FOR WALL CONNECTION DEfPIL A ' Q COPYRIGN -- ENGINEERED FLUID, INC. -2014 This drawing and all the infortnation contained heroin is INTERIOR PLAN the property of Engineered Fluid, Inc. and is to be retained in confidence, and, without the written permission of an officer of Engineered Fluid, Inc., is not to be duplicated. sent, shown or used for any other purpose than NOTE: "ExCEPT FOR PIPE END SUPPORTS. WHICH ARE SHOWN, VERTICPL to disclose to the recipient a design concept, and this AND ANGLE PIPE BRACES ARE NOT SHOWN FOR DRAWING CLARITY° drawing o W be returned to Engineered Fluid, Inc., upon demand. TUBING 1 a PUMP /1 M m .n 3" GATE VALVE q 1' -0" 3" CHECK VALVE EXHAUST FAN I I "I DEHL — — 3" CHECK VALVE 6° 3° GATE VALVE IXHU Sf FAN 12' -0" 11' -0" 3" X 1/2" BAR STOCK I `6" X 4" X 1/4' \ [STRUCTURAL TUBING - -, WINDOW & LOUV/ER v LIGHT (5 EACH) �(!�-�; I I I Lp(y EXHAUST FAN It_ A I I VEPC " L_ — it I 1 i a o I I 12° DISCHARGE HEADER V -6° DOOR W/ 6° CHECK VALVE 0 0 0 LOUVER (LOW) m ,1I I FCA12" SUCTION x ANGLE" I I �tC 7HEADER I I IF = =�1 6" G4TE 6 "x4 "x1/4" ICI LC _ 7J VALVE ORUCTURAL TUBING O O U - C8X11.5 8 "x4 "x1/4" 6° STRAINER 8 "x4 "x1/4" STRUCTURAL TUBING STRUCTURAL TUBING 4 "x3 "x1 2" ANGLE SECTION A —A �m M °o U, sao U: voma 3" GATE VALVE 3" RELIEF VALVE `- $ 0 0 3° SECTION C —C ry M 12" DISCHARGE Lj M12' 12" DISCHARG L•_ HEADER VALVE TRIM, I HEADER �~ Co CLEARANCE C. 12" SUCTION 3" GATE VALVE SUCTION ~ HEADER HEADER �3• GATE VALVE rD y � SECTION D —D quo A n v d' a N w 3 v o REVISION / DATE REVISED BY DESCRIPTION I� Cc P,o 8 10/24/14 LW Revise anchor/ mt. wall notes cE 7 10/23/14 LW Ada door /ret. a detai &and deg. ■/ a char a O� 0 y 6 10/22/14 LW Revise door connection per KC C 5 8/12/14 JF Add 2" ARV Cx] 4 7/16/14 SS Add 3" relief 3 7/11/14 SS Set door out 42• 2 7/9/14 SS Various engineering changes W i 1 6/5/14 BLD Chg. Elect, Door, add grate floor 0 SECTIONE — E DESIGNED BY: KC MECHANICA ELECTRICAL I L a 1% Z CHECKED W (C.E.): CHECKED BY: Q DRAWN BY: AB SCALE: 1 /2" 1' —( a W p DESIGN CRITERIA O ENGINEERED ¢ W ~ Controls CONSTANT RUN JOCKEY W/ BACKUP PRESS. CALLS ®O FLUID, J d � Power Service: 480 Volts, 3 Phase, 60 Cycle V P.O. DRAWER 723 ° CENTRALIA, IWNOIS 62801 ° 618 -533 -1351 J LU d > v > Z PUMP DATA Z Type: VERTICAL. CENTRIFUGAL, MULTI —STAGE (M) Z Pump Capacity: 150 G.P.M. AT 185 FEET T.D.H. BOOSTER PUMP STATION Q Size: 2.5" X 2.5" Motor: 10 H.P., 3500 R.P.M. VILLAGE PARK RECYCLED BPS 0 Pump 2, 3, & 4 SHEET DRAWING J This drawing is conceptual and does not reveal certain details Capacity: 450 G.P.M. AT 185 FEET T.D.H. Q and manufacturing processes required to successfully build the E N C I N I TAS, CALIFORNIA 93 &139 M -4 Z Size: 4" X 4" equipment. As such, Engineered Fluid, Inc. is not responsible (j Motor: 30 H.P., 3500 R.P.M. for injury or damages caused by any unauthorized fabrication 179963 or assembly using all or any part of this drawing. JOB REP No. '220.3 DRWG. NO. P- 2203 —B -001.6 O U I�I ®• �� ,Ir III Ij( llyl e- -�� ___ �Y'�I�\ III a a m 3" GATE VALVE — 6" ST -EPC VALVE VALVE TRIM CLEARANCE 6" CHECK VALVE 6" CHECK 6° GATE VALVE LIGHT VALVE (5 EA.) - RETAINING WALLS V 3' -6° DOOR W/ REFER TO CML DRAWINGS LOUVER (LOW) FOR WALL CONNECTION DEfPIL A ' Q COPYRIGN -- ENGINEERED FLUID, INC. -2014 This drawing and all the infortnation contained heroin is INTERIOR PLAN the property of Engineered Fluid, Inc. and is to be retained in confidence, and, without the written permission of an officer of Engineered Fluid, Inc., is not to be duplicated. sent, shown or used for any other purpose than NOTE: "ExCEPT FOR PIPE END SUPPORTS. WHICH ARE SHOWN, VERTICPL to disclose to the recipient a design concept, and this AND ANGLE PIPE BRACES ARE NOT SHOWN FOR DRAWING CLARITY° drawing o W be returned to Engineered Fluid, Inc., upon demand. TUBING 1 a PUMP /1 M m .n 3" GATE VALVE q 1' -0" 3" CHECK VALVE EXHAUST FAN I I "I DEHL — — 3" CHECK VALVE 6° 3° GATE VALVE IXHU Sf FAN 12' -0" 11' -0" 3" X 1/2" BAR STOCK I `6" X 4" X 1/4' \ [STRUCTURAL TUBING - -, WINDOW & LOUV/ER v LIGHT (5 EACH) �(!�-�; I I I Lp(y EXHAUST FAN It_ A I I VEPC " L_ — it I 1 i a o I I 12° DISCHARGE HEADER V -6° DOOR W/ 6° CHECK VALVE 0 0 0 LOUVER (LOW) m ,1I I FCA12" SUCTION x ANGLE" I I �tC 7HEADER I I IF = =�1 6" G4TE 6 "x4 "x1/4" ICI LC _ 7J VALVE ORUCTURAL TUBING O O U - C8X11.5 8 "x4 "x1/4" 6° STRAINER 8 "x4 "x1/4" STRUCTURAL TUBING STRUCTURAL TUBING 4 "x3 "x1 2" ANGLE SECTION A —A �m M °o U, sao U: voma 3" GATE VALVE 3" RELIEF VALVE `- $ 0 0 3° SECTION C —C ry M 12" DISCHARGE Lj M12' 12" DISCHARG L•_ HEADER VALVE TRIM, I HEADER �~ Co CLEARANCE C. 12" SUCTION 3" GATE VALVE SUCTION ~ HEADER HEADER �3• GATE VALVE rD y � SECTION D —D quo A n v d' a N w 3 v o REVISION / DATE REVISED BY DESCRIPTION I� Cc P,o 8 10/24/14 LW Revise anchor/ mt. wall notes cE 7 10/23/14 LW Ada door /ret. a detai &and deg. ■/ a char a O� 0 y 6 10/22/14 LW Revise door connection per KC C 5 8/12/14 JF Add 2" ARV Cx] 4 7/16/14 SS Add 3" relief 3 7/11/14 SS Set door out 42• 2 7/9/14 SS Various engineering changes W i 1 6/5/14 BLD Chg. Elect, Door, add grate floor 0 SECTIONE — E DESIGNED BY: KC MECHANICA ELECTRICAL I L a 1% Z CHECKED W (C.E.): CHECKED BY: Q DRAWN BY: AB SCALE: 1 /2" 1' —( a W p DESIGN CRITERIA O ENGINEERED ¢ W ~ Controls CONSTANT RUN JOCKEY W/ BACKUP PRESS. CALLS ®O FLUID, J d � Power Service: 480 Volts, 3 Phase, 60 Cycle V P.O. DRAWER 723 ° CENTRALIA, IWNOIS 62801 ° 618 -533 -1351 J LU d > v > Z PUMP DATA Z Type: VERTICAL. CENTRIFUGAL, MULTI —STAGE (M) Z Pump Capacity: 150 G.P.M. AT 185 FEET T.D.H. BOOSTER PUMP STATION Q Size: 2.5" X 2.5" Motor: 10 H.P., 3500 R.P.M. VILLAGE PARK RECYCLED BPS 0 Pump 2, 3, & 4 SHEET DRAWING J This drawing is conceptual and does not reveal certain details Capacity: 450 G.P.M. AT 185 FEET T.D.H. Q and manufacturing processes required to successfully build the E N C I N I TAS, CALIFORNIA 93 &139 M -4 Z Size: 4" X 4" equipment. As such, Engineered Fluid, Inc. is not responsible (j Motor: 30 H.P., 3500 R.P.M. for injury or damages caused by any unauthorized fabrication 179963 or assembly using all or any part of this drawing. JOB REP No. '220.3 DRWG. NO. P- 2203 —B -001.6 O 0 3 TYP. END ANCHOR B� (NOT BY STATION I 8 "x4' STRUCTURAL 1 8'x4'01/4' STRUCTURAL B'X4'x1 /4' STRUCTURAL TUBING n 3' I— on 3' 11" 1 1/4' e' 1 1/2' 1 3/4' 3 of By St .I A A�ik -r n (Not By Station Manufacturer) 3/4'0 ASTM A193, GRADE B] 4 BY S D a D D N p 0 D p N D e D e ° D D e RW" o D D✓� c. m O to �i ° N' to 4R"s ry n ° c. ro m o C TYPICAL END ANCHOR DETAIL NOTES: ANCHOR ANGLE, BOLTS, NUTS, & ADHESIVE CAPSULE NOT BY STATION MFR. CONCRETE MUST HAVE A MINIMUM Fc OF 3500 PSI FOR PROPER ANCHORAGE. 34' -0' (TANK SKID) 2' f 1 "0 ANCHOR BOLT & NUT ... ." ...." _......... HILT] ADHESIVE CAPSULE (NOT BY STATION MFR.) B° ° 4 ad � m w Q TYPICAL SIDE ANCHOR DETAIL NOTE: ANCHOR BOLTS AND NUTS BY INSTALLER SPACING IS 3 1/21 ON CENTER (� COPYRIGHT- ENGINEERED FLUID, INC.-2014 This drawing and all the Information contained herein Is the property of Engineered Fluid, Inc. and is to be retained in confidence, and, without the written permission of an officer of Engineered Fluid, Inc., is not to be dupricated, sent, shown or used for any other purpose than to disclose to the recipient a design concept, and this drawing is to be returned to Engineered Fluid, Inc., upon demaM. °a a rUl IE TOP 00 D) t oddeade C.F.W. (Ibclera Wxa) m N m I (V 00 1/4' C.F.W. GRADE D) N InrleO/rap J 1/4' f, (Ram wen) 1/4' C.F.W. neae /eonem _ (Rem wen) 1 N Bw ( MRv Wald) C a ROTmM (A N clans D) C.F.W. - CONTINUOUS FILET WEID LAP JOINT CONNECTION :1 OF CAPSULE WALL PLATE WITH FLANGE TOP AND BOTTOM se H RENSION / DATE REVISED BY DESCRIPTION 1.1..1 7 U) O 1.11 F DESIGNED BY: KG CHECKED C ELECTRICAL CHECKED d Q' W CHECKED BY (C.E.): CHECKED BY: Y O DRAWN BY: LW SCALE:1 /2' = 1 - -0" a w LM „ Q loom R OENGINEERED FLUID, INC. Q 0 a F � DO P.O. DRAWER 723 ° CENTfiNJA. ILLINOIS 62801 +' 618 - 533 -1351 J W J L LL > J j 2 } IL z BOOSTER PUMP STATION LU LU VILLAGE PARK RECYCLED BPS trr)) 00073777T DRAWING J This drawing is conceptual and does riot reveal certain detaiis Q and manufacturing processes required to aucceasfulif build the E N C I N I TA S , CALIFORNIA 94 of 139 M -Jr Z equipment. As such, Engineered Fluid, Inc. is not responsible ( j for injury or damages caused by any unauthorized fabriwfion 1 79963 or assembly using all or any part of this drawing. JOB REF N0. 2203 DRWG. NO. P- 2203- B —O0Z. O N p 0 N d� U: co = °= M. o ° L m O to �i N' to 4R"s ry n c. ro m o H RENSION / DATE REVISED BY DESCRIPTION 1.1..1 7 U) O 1.11 F DESIGNED BY: KG CHECKED C ELECTRICAL CHECKED d Q' W CHECKED BY (C.E.): CHECKED BY: Y O DRAWN BY: LW SCALE:1 /2' = 1 - -0" a w LM „ Q loom R OENGINEERED FLUID, INC. Q 0 a F � DO P.O. DRAWER 723 ° CENTfiNJA. ILLINOIS 62801 +' 618 - 533 -1351 J W J L LL > J j 2 } IL z BOOSTER PUMP STATION LU LU VILLAGE PARK RECYCLED BPS trr)) 00073777T DRAWING J This drawing is conceptual and does riot reveal certain detaiis Q and manufacturing processes required to aucceasfulif build the E N C I N I TA S , CALIFORNIA 94 of 139 M -Jr Z equipment. As such, Engineered Fluid, Inc. is not responsible ( j for injury or damages caused by any unauthorized fabriwfion 1 79963 or assembly using all or any part of this drawing. JOB REF N0. 2203 DRWG. NO. P- 2203- B —O0Z. O d� 0] 4J 1J m O to �i to o C U C W H RENSION / DATE REVISED BY DESCRIPTION 1.1..1 7 U) O 1.11 F DESIGNED BY: KG CHECKED C ELECTRICAL CHECKED d Q' W CHECKED BY (C.E.): CHECKED BY: Y O DRAWN BY: LW SCALE:1 /2' = 1 - -0" a w LM „ Q loom R OENGINEERED FLUID, INC. Q 0 a F � DO P.O. DRAWER 723 ° CENTfiNJA. ILLINOIS 62801 +' 618 - 533 -1351 J W J L LL > J j 2 } IL z BOOSTER PUMP STATION LU LU VILLAGE PARK RECYCLED BPS trr)) 00073777T DRAWING J This drawing is conceptual and does riot reveal certain detaiis Q and manufacturing processes required to aucceasfulif build the E N C I N I TA S , CALIFORNIA 94 of 139 M -Jr Z equipment. As such, Engineered Fluid, Inc. is not responsible ( j for injury or damages caused by any unauthorized fabriwfion 1 79963 or assembly using all or any part of this drawing. JOB REF N0. 2203 DRWG. NO. P- 2203- B —O0Z. O U) W U Z Z W J U U) J Z Q O NOTE: PIPE SUPPORTS TO BE LOCATED IN PLAN AT POINTS MARKED THUS: (X). 11' AIR RELEASE ANNULAR HYDROSTATIC VALVE, SEE SPECS ADJUSTABLE PIPE SUPPORT, PIPE WALL LINKS FOR TYPE GRINNELL, TOLCO, PHS OR EQUAL o a- 2 1/2" SEE NOTE 1 CORE DRILL PER MFG ° 'v SEE DWGS FOR PIPE SIZE RECOMMENDATIONS i ° AND TYPE OF PIPING $ 3 USED /�/ FILL EXTERIOR a o 0 a - W /SEALANT F ° 150 LB. THREADED 3�� $ o N o 0 FLANGE, GALVANIZED Z w SCH 80 RED BRASS CLASS 300 y., S w ° 0 NIPPLES, TYP THREADED BALL CORE DRILL I.D. s \tea VALVE WITH LEVER � w m m a a a � I OUTLET ON PIPE MAIN ° PER STD DWG NO D -1.1. ? TAPPED BOSS FOR ° POLYETHYLENE o OUTLET ON FITTINGS. FOAM FILLER v 316 316 STAINLESS STEEL CONCRETE INSIDE FACE OF WALL ADHESIVE ANCHORS, WITH 2 -HEX NUTS AND 1 -LOCK WASHER, TYP OF 4 AT 900 '• MO Nores: - V: ova 1. ALL BOLT HEADS FOR LINK SEAL SHALL FACE INSIDE OF THE BUILDING OR STRUCTURE. h a3�3 0, `_ 4 V� oo �= 0 ~ AIR RELEASE VALVE 1 ADJUSTABLE PIPE SUPPORT 2 WALL SLEEVE 3 N.T.S. N.T.S. - N.T.S. - I r' CJ .U.b� q D O 6 81 PER PLAN 6" PVC PER PLAN 6" DI FCA 6" DI FCA d l l o 8" CML &C STL 8" CML &C STL SPOOL AND TB 6 "GV SPOOL AND TB 6 "GV m o 8" PVC PER PLAN 8" x 6" REDUCER 8" PVC PER PLAN 8" x 6" REDUCER "GV a 8 "GV 8 a ep m C fly q G 8" TEE BIN TEE 8" FLG X PO ADAPTER S" GV 8" FLG X PO ADAPTER 8" GV H U 8" CML &C STL 8" CML &C STL W SPOOL AND TS SPOOL AND TS 0 W ",I 0 8" FLG X PO ADAPTER 8" FLG X PO ADAPTER d WO (L W y lid 11 NOTES: 8" PVC NOTES: 8 RECORD DRAWING Z PER PLAN PER PLAN a 1. REFER TO PLAN AND PROFILE DRAWINGS FOR 1. REFER TO PLAN AND PROFILE DRAWINGS FOR THIS RECORD DRAWING HAS BEEN PREPARED, IN J R J VALVE SIZES, LOCATIONS AND APPURTENANCES. VALVE SIZES, LOCATIONS AND APPURTENANCES. PART, BASED UPON INFORMATION FURNISHED BY J OTHERS. THE INFORMATION IS NOT GUARANTEED W W 2. THRUST BLOCKS NOT SHOWN FOR CLARITY. 2. THRUST BLOCKS NOT SHOWN FOR CLARITY. AS CORRECT, ACCURATE, OR COMPLETE. USERS OF > J V THIS RECORD DRAWING ARE ADVISED TO PERFORM L) fq CONSTRUCT AT LEAST ONE THRUST BLOCK PER CONSTRUCT AT LEAST ONE THRUST BLOCK PER INDEPENDENT VERIFICATION OF ACCURACY BEFORE TEE RUN OR BRANCH PER OMWD STD DWG NO TEE RUN OR BRANCH PER OMWD STD DWG NO APPLYING IT FOR ANY PURPOSE. V D -3.3. D -3.3. W 3. MINIMUM SPOOL LENGTH SHALL BE 4 FEET. 3. MINIMUM SPOOL LENGTH SHALL BE 4 FEET. QµoF ESS,opq( s DRAWINGMD D CROSS, REDUCER AND VALVE ASSEMBLY 4 TEE, REDUCER AND VALVE ASSEMBLY 5 NOT USED x : exP 3c o -za,e ESHEfEL9[ -1 N.T.S. - N.T.S. - N.T.S. X qtP OF CAI,f�P 1 79963 U) W U Z Z W J U U) J Z Q O M PROJECT LOCATION (OYLIVV N11N AI TYP Avg ¶._I 1al --,a l�- I Ld�)trlct P NTS LOCATION MAP CARLSBAD SAN MARCOS 15 78 ONPR AIRPORT HD A� QP 4.NP D a Z a v � W pjp ,A coax I.y AVE OMWD � OFFICES OLNEHY'P`� PROJECT VICINITY LAKE NCI AS B VO ek HOMES DEL NOR" _ // O" Haw E DEL E INIT S W P 5 P� a RANCHO SANTA FE SOLANA SS BEACH LONAS SANTA FE RD DE MAR RD VIA DE LA VALUE p aEA` p °6 SAN OD PACIFIC OCEAN y DEL NAH afl10HTs R0 t NTS VICINITY MAP NTS UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All PE S changes to the plans must be in writing and must be LOCv l�li ,J l� approved by the preparer of these plans. L ° PLANS FOR THE CONSTRUCTION OF VILLAGE PARK RECYCLED WATER PROJECT PART 2OF2 OMWD WO NUMBER 179963 OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 Olivenhain Road Encinitas, CA 92024 (760) 753 -6466 BOARD OF DIRECTORS LAWRENCE A. WATT, PRESIDENT CHRISTY GUERIN, VICE PRESIDENT EDMUND K. SPRAGUE, TREASURER GERALD E. VARTY, SECRETARY ROBERT F. TOPOLOVAC, DIRECTOR SEE BID DRAWINGS GEORGE R. BRIEST, P.E., R.C.E. C048853 ENGINEERING MANAGER Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. DATE BASIS OF BEARINGS OMWD VILLAGE PARK RECYCLED WATER PROJECT THE BASIS OF BEARINGS FOR THIS PROJECT IS THE INVERSE OF THE CCS83, ZONE 6, 1991.35 EPOCH ADJUSTMENT COORDINATES OF THE FOLLOWING SURVEY MONUMENTS FROM RECORD OF SURVEY NO. 184169 CITY OF ENCINITAS SURVEY CONTROL: ENC -21 A 2.112" BRASS DISK STAMPED R.C.E. 9416 IN A WELL MONUMENT ON THE CENTERLINE OF VILLAGE PARK WAY AT BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLO WSPRING DRIVE. NORTHING = 1965268.244 FEET EASTING = 6257064.577 FEET 4PC�D4:: A 2.112" BRASS DISK STAMPED L.S. 56631N A WELL MONUMENTAT THE CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE. NORTHING = 1963311.462 FEET EASTING = 6253728.722 FEET THE BEARING BETWEEN THESE TWO POINTS IS NORTH 59 036'16" EAST, 3867.42 FEET (3867.37 FEET MEASURED). BENCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT IS ROB 18416 POINT NUMBER 1028, ENC -28. MONUMENT IS A 2 -1/2" BRASS DISK STAMPED L.S. 5663 IN A WELL MONUMENT AT THE CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE. NAV088 ELEVATION = 250.48 FEET v lam U o o � � O U N�ao m: N o M o E E 0 °= o °U"v L ° nro3 h 4 4i 2: aM . co VFe m F soi 0 goo m O � A � q o. .� �o� ICI a � a H U LU N MMMJ O LL Y a N � F- aLU a CITY OF ENCINITAS LLI 1-- a Q a� W W SEE BID DRAWINGS —_I W y GLENN PRUIM, PE DATE > J W CITY ENGINEER v F RECORD DRAWING � THIS RECORD DRAWING HAS BEEN PREPARED, IN QµOF ESSIDN� PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF SHEET DRkWING THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE �, E "P 3- 31 -41I1B a 96 139 G-8 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES iq CIyI� �I SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF EAIffOF THE FIELD DATA. 179963 V) LU 2 v z z W J a V) J Z Z_ 0 Tr 0 H U LU N MMMJ O LL Y a N � F- aLU a CITY OF ENCINITAS LLI 1-- a Q a� W W SEE BID DRAWINGS —_I W y GLENN PRUIM, PE DATE > J W CITY ENGINEER v F RECORD DRAWING � THIS RECORD DRAWING HAS BEEN PREPARED, IN QµOF ESSIDN� PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF SHEET DRkWING THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE �, E "P 3- 31 -41I1B a 96 139 G-8 APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES iq CIyI� �I SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER tf pF EAIffOF THE FIELD DATA. 179963 V) LU 2 v z z W J a V) J Z Z_ 0 Tr 0 V) LU 2 v z z W J a V) J Z Z_ 0 Tr 0 SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SHEETINDEX E -14 SHEETINDEX DWG NO TITLE SHEET NUMBER DWG NO TITLE G -1 TITLE SHEET (PART 1 OF 2) 57 C -50 PLAN AND PROFILE STA 510 +00 TO 512 +76 G -2 SHEETINDEX 116 TC -1 AND STA 500 +00 TO 502 +29 G -3 KEY MAP - C -50A PLAN AND PROFILE STA 600 +00 TO STA 608 +37 G -4 NOTES, LEGEND, AND ABBREVIATIONS - C -50B PLAN AND PROFILE STA 700 +00 TO STA 708 +41 G -5 GENERAL NOTES 58 C -51 WIEGAND TANK - SITE PLAN G -6 GENERAL NOTES 59 C -52 WIEGAND TANK - INLET /OUTLET PIPING PLAN G -7 WORK AREA MAP 60 C -53 PUMP STATION - SITE PLAN R -1 REFERENCE DRAWING- SURVEY 61 C -54 PUMP STATION - SECTIONS &DETAILS 127 MONUMENTS 62 C -55 PUMP STATION DETAILS C -1 PLAN AND PROFILE STA 10 +22 TO 18 +00 63 C -56 IRRIGATION SITE PLAN - SCHOOLS C -2 PLAN AND PROFILE STA 18 +00 TO 26 +00 64 C -57 PAVING PLAN KEY MAP (SEE BID DRAWINGS) C -3 PLAN AND PROFILE STA 26 +00 TO 34 +00 65 C -58 PAVING PLAN (SEE BID DRAWINGS) C -4 PLAN AND PROFILE STA 34 +00 TO 38 +80 66 C -59 PAVING PLAN (SEE BID DRAWINGS) C -5 PLAN AND PROFILE STA 50 +00 TO 58 +00 67 C -60 PAVING PLAN (SEE BID DRAWINGS) C -6 PLAN AND PROFILE STA 58 +00 TO 66 +00 68 C -61 PAVING PLAN (SEE BID DRAWINGS) C -7 PLAN AND PROFILE STA 66 +00 TO 70 +52 69 C -62 PAVING PLAN (SEE BID DRAWINGS) C -8 PLAN AND PROFILE STA 80 +39 TO 88 +00 70 C -63 PAVING PLAN (SEE BID DRAWINGS) C -9 PLAN AND PROFILE STA 88 +00 TO 96 +00 71 C -64 PAVING PLAN (SEE BID DRAWINGS) C -10 PLAN AND PROFILE STA 96 +00 TO 104 +00 72 C -65 PAVING PLAN (SEE BID DRAWINGS) C -11 PLAN AND PROFILE STA 104 +00 TO 112 +00 73 C -66 PAVING PLAN (SEE BID DRAWINGS) C -12 PLAN AND PROFILE STA 112 +00 TO 120 +00 74 C -67 PAVING PLAN (SEE BID DRAWINGS) C -13 PLAN AND PROFILE STA 120 +00 TO 128 +00 75 C -68 PAVING PLAN (SEE BID DRAWINGS) C -14 PLAN AND PROFILE STA 128 +00 TO 136 +50 76 C -69 PAVEMENT RESTORATION TYPICAL SECTIONS (SEE BID DRAWINGS) C -15 PLAN AND PROFILE STA 136 +50 TO 144 +22 77 CD -1 PIPELINE DETAILS C -16 NOT IN CONTRACT 78 CD -2 CATHODIC PROTECTION DETAILS C -17 PLAN AND PROFILE STA 160 +00 TO 160 +66 79 CD -3 STANDARD DRAWINGS (SEE BID DRAWINGS) C -18 PLAN AND PROFILE STA 180 +00 TO 188 +00 80 CD -4 STANDARD DRAWINGS (SEE BID DRAWINGS) C -19 PLAN AND PROFILE STA 188 +00 TO 195 +50 81 CD -5 STANDARD DRAWINGS (SEE BID DRAWINGS) C -20 PLAN AND PROFILE STA 202 +86 TO 206 +41 82 CD -6 STANDARD DRAWINGS (SEE BID DRAWINGS) C -21 PLAN AND PROFILE STA 210 +00 TO 218 +00 83 CD -7 STANDARD DRAWINGS (SEE BID DRAWINGS) C -22 PLAN AND PROFILE STA 218 +00 TO 225 +10 84 CD -8 STANDARD DRAWINGS (SEE BID DRAWINGS) C -23 PLAN AND PROFILE STA 241 +55 TO 249 +03 85 CD -9 STANDARD DRAWINGS (SEE BID DRAWINGS) C -24 PLAN AND PROFILE STA 250 +00 TO 258 +00 86 CD -10 STANDARD DRAWINGS (SEE BID DRAWINGS) C -25 PLAN AND PROFILE STA 258 +00 TO 266 +00 87 CD -11 STANDARD DRAWINGS (SEE BID DRAWINGS) C -26 PLAN AND PROFILE STA 266 +00 TO 274 +16 88 CD -12 STANDARD DRAWINGS (SEE BID DRAWINGS) C -27 PLAN AND PROFILE STA 300 +00 TO 308 +00 89 CD -13 CIVIL DETAILS C -28 PLAN AND PROFILE STA 308 +00 TO 316 +00 90 M -1 EXISTING WIEGAND RESERVOIR MAKE -UP WATER PLAN C -29 PLAN AND PROFILE STA 316 +00 TO 321 +32 AND SECTION C -30 PLAN AND PROFILE STA 330 +00 TO 336 +45 91 M -2 METER VAULTS PLANS AND SECTIONS C -31 PLAN AND PROFILE STA 340 +00 TO 348 +00 92 M -3 METER VAULT AND AIR GAP DETAIL PLANS AND SECTIONS C -32 PLAN AND PROFILE STA 348 +00 TO 355 +50 93 M -4 VILLAGE PARK RW PUMP STATION C -33 PLAN AND PROFILE STA 361 +00 TO 367 +50 94 M -5 VILLAGE PARK RW PUMP STATION - DETAILS C -34 PLAN AND PROFILE STA 550 +00 TO 551 +94 95 MD -1 MISCELLANEOUS DETAILS C -35 PLAN AND PROFILE STA 382 +15 TO 387 +43 96 G -8 TITLE SHEET (PART 2 OF 2) C -36 PLAN AND PROFILE STA 391 +60 TO 398 +00 97 G -9 SHEETINDEX C -37 PLAN AND PROFILE STA 398 +00 TO 406 +00 98 E -1 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS C -38 PLAN AND PROFILE STA 406 +00 TO 414 +00 99 E -2 VILLAGE PARK PUMP STATION ELECTRICAL SITE PLAN C -39 PLAN AND PROFILE STA 414 +00 TO 422 +00 100 E -3 WIEGAND TANK ELECTRICAL SITE PLAN C -40 PLAN AND PROFILE STA 422 +00 TO 430 +00 101 E-4 VILLAGE PARK PUMP STATION SINGLE LINE DIAGRAM C -41 PLAN AND PROFILE STA 430 +00 TO 438 +00 102 E -5 THORNTON PUMP STATION AND ALTITUDE VALVE POWER AND C -42 PLAN AND PROFILE STA 355 +50 TO 358 +78 SIGNAL PLAN AND 438 +00 TO 439 +35 103 E -6 METER VAULTS POWER AND SIGNAL PLAN C -43 PLAN AND PROFILE STA 450 +00 TO 457 +00 104 E -7 ELECTRICAL SCHEDULES C -44 PLAN AND PROFILE STA 457 +00 TO 463 +09 105 E -8 ELECTRICAL DETAILS C -45 PLAN AND PROFILE STA 470 +00 TO 478 +00 106 E -9 TYPICAL CELLULAR MODEM ENCLOSURE C -46 PLAN AND PROFILE STA 478 +00 TO 482 +32 107 E -10 SEJPA RTU CONTROL DIAGRAM 1 C -47 PLAN AND PROFILE STA 490 +00 TO 496 +12 108 E -11 SEJPA RTU CONTROL DIAGRAM 2 C -48 PLAN AND PROFILE STA 520 +00 TO 524 +58 109 E -12 SEJPA RTU CONTROL DIAGRAM 3 C -49 PLAN AND PROFILE STA 530 +00 TO 532 +72 110 E -13 SEJPA RTU CONTROL DIAGRAM 4 SHEETINDEX SHEET NUMBER DWG NO TITLE 111 E -14 SEJPA RTU LAYOUT DIAGRAM 112 L -1 IRRIGATION PLAN AND NOTES 113 L -2 IRRIGATION DETAILS 114 L -3 IRRIGATION DETAILS 115 L-4 PLANTING PLAN, DETAILS AND NOTES 116 TC -1 TRAFFIC CONTROL (SEE BID DRAWINGS) 117 TC -2 TRAFFIC CONTROL (SEE BID DRAWINGS) 118 TC -3 TRAFFIC CONTROL (SEE BID DRAWINGS) 119 TC -4 TRAFFIC CONTROL (SEE BID DRAWINGS) 120 TC -5 TRAFFIC CONTROL (SEE BID DRAWINGS) 121 TC -6 TRAFFIC CONTROL (SEE BID DRAWINGS) 122 TC -7 TRAFFIC CONTROL (SEE BID DRAWINGS) 123 TC -8 TRAFFIC CONTROL (SEE BID DRAWINGS) 124 TC -9 TRAFFIC CONTROL (SEE BID DRAWINGS) 125 TC -10 TRAFFIC CONTROL (SEE BID DRAWINGS) 126 TC -11 TRAFFIC CONTROL (SEE BID DRAWINGS) 127 TC -12 TRAFFIC CONTROL (SEE BID DRAWINGS) 128 TC -13 TRAFFIC CONTROL (SEE BID DRAWINGS) 129 TC -14 TRAFFIC CONTROL (SEE BID DRAWINGS) 130 TC -15 TRAFFIC CONTROL (SEE BID DRAWINGS) 131 TC -16 TRAFFIC CONTROL (SEE BID DRAWINGS) 132 TC -17 TRAFFIC CONTROL (SEE BID DRAWINGS) 133 TC -18 TRAFFIC CONTROL (SEE BID DRAWINGS) 134 TC -19 TRAFFIC CONTROL (SEE BID DRAWINGS) 135 SA -1 STAGING AREA (SEE BID DRAWINGS) 136 SA -2 STAGING AREA (SEE BID DRAWINGS) 137 SA -3 STAGING AREA (SEE BID DRAWINGS) 138 SA -4 STAGING AREA (SEE BID DRAWINGS) 139 SA -5 STAGING AREA (SEE BID DRAWINGS) THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER e �q - Fy � , n 19 e`e oP O V LM oN� QO e °o > h' y3N3 a� Lz yF GK IF1 Q � � QO I s. rot` GK IF1 Q � � a roCo rooms � ~ C C W V = W = 0 Y � _ IL x W IL w z w C7 Q F Q W J J 0 = H CO LU J = U z_ V Z - W w � J U co Q SHEET DRA'RING 97 oI139 (i -g Z 179963 0 CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION DIAGRAM CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION DIAGRAM DIAGRAM PLAN DIAGRAM DIAGRAM PLAN GROUND TIT * LrtTLD O LrtTLD HEATER, RATING AS NOTED ON DRAWING gg ABOVE FINISHED GRADE MTG D3P 0 BREAKER. TRIP RATING. 0 � m AUTOMATIC TRANSFER SWITCH FORMER. RATINGS AS NOTED TERMINAL, INTERNAL WIRING AUX AUXILIARY LOWER NUMBER IS NUMBER OF POLES TERMINAL, FIELD WIRING ■ DS AUTOMATIC NO ON DRAWINGS — ] AMERICAN WIRE GAUGE °> CONDUIT STUB OUT �� LI CfXX X X DISCONNECT SWITCH, F = FUSED NF = NON -FUSED XX = AMP RATING BD BOARD OTELEMETRY e THREE POSITION SWITCH. MAINTAINED CONTACT BREAKER pO PLC INPUT POINT AT FLU C DUPLEX RECEPTACLE. 20A, SPEC GRADE ■ NORMALLY CLOSE, e FUNCTION MAY VARY AS NOTED ON DIAGRAMS. TIME OPEN CB CIRCUIT BREAKER GROUNDING TYPE. UNLESS OTHERWISE NOTED ON DRAWINGS. NATIONAL ELECTRIC CODE CKT CIRCUIT CENTER POSITION IS OFF NOT IN CONTRACT CLG CEILING No NUMBER 0 CONDUIT ONLY NO TWO POSITION SWITCH. MAINTAINED CONTACT FUNCTION MAY VARY AS NOTED ON DIAGRAMS , COMPARTMENT NOIC TELEPHONE OUTLET COND CONDUCTOR e INSTANTANEOUS CLOSE CONT CONTROL NOTC NORMALLY OPEN, CONTD 0 TIME CLOSE MOMENTARY CONTACT PUSHBUTTON. FUNCTION CONTROL POWER TRANSFORMER NORMALLY OPEN, JUNCTION BOX OR CONDUIT FITTING AS NOTED OR REQUIRED. CONTROL PANEL Q.La MAY VARY AS NOTED ON DIAGRAMS CURRENT TRANSFORMER \J' NAMEPLATE CU (SHOWN WITH CONDUIT TURNING UP) ■LOS NOT TO SCALE CR MOMENTARY CONTACT PUSHBUTTON WITH PROVISION ■LS OVERLOAD ° LEVEL SWITCH, CONTACT ACTION OTT OVERTEMP SWITCH I - FOR LOCKOUT. PB PUSHBUTTON DISC SW DISCONNECT SWITCH AS NOTED ON DRAWINGS LOS DPDT DOUBLE POLE DOUBLE THROW PC PHOTOCELL DPST DOUBLE POLE SINGLE THROW PCV PUMP CONTROL VALVE DWG DRAWING EMIR POWER MONITOR RELAY DS DOOR SWITCH PHIL PANEL ❑1 e� e� LOCKABLE DISCONNECT SWITCH. RATING AND EMT ELECTRICAL METALLIC TUBING PR PAIR CONTROL PANEL OR EQUIPMENT AS NOTED ELECTRICALLY OPERATED PRI PRIMARY DETAILS AS NOTED ON DRAWINGS. EXISTING PS L J L J FURNISHED BY OWNER PT ■ZS FOR FEEDER LIMIT SWITCH. NORMALLY OPEN ■FS FIN FINISHED FLOW SWITCH, CONTACT ACTION AS NOTED ON PVC JACKETED RIGID FLA FULL LOAD AMPS GALVANIZED STEEL CONDUIT FLEX FLEXIBLE l DRAWINGS ■ZS FLOW METER ap° LIMIT SWITCH. NORMALLY CLOSED $ FIBER OPTIC RCP FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW FS FLOW SWITCH ewe TIME DELAY RELAY CONTACT. OFF DELAY, NORMALLY OPEN, TIME OPEN $3 "P FEET OR FOOT RTU TCH, THREE WAY FLUSH TOGGLE SWITCH, FT FLOW TRANSMITTER W Noro REDUCED VOLTAGE AUTO TRANSFORMER FUT FUTURE RVYD REDUCED VOLTAGE WE DELTA FVNR FULL VOLTAGE NON REVERSING SCE >7'� TIME DELAY RELAY CONTACT. GALVANIZED SEC SECONDARY FLUORESCENT FIXTURE. SEE LIGHTING SCHEDULE. GAS DETECTORS ® SELECTOR OF GROUND FAULT INTERRUPTER W NCTC OFF DELAY, NORMALLY CLOSED, TIME CLOSED GFP GROUND FAULT PROTECTION SPEC SPECIFICATION CHID OR G GROUND SPDT e�� TIME DELAY RELAY CONTACT. I_n Fll SPST SINGLE POLE SINGLE THROW LIGHTING FIXTURE, WALL MOUNTED SEE LIGHTING SCHEDULE HAND /OFF /AUTO SS /� NOTC ON DELAY, NORMALLY OPEN, TIME CLOSED HEATER SSRV SOLID STATE REDUCED VOLTAGE STARTER IC INTERRUPTING CURRENT ST SHUNT TRIP *�rNCTO TIME DELAY RELAY CONTACT. El STATION IND MH- MANHOLE PB- PULLBOX HH- HANDHOLE OR AS NOTED ON DRAWINGS STL STEEL INST ON DELAY, NORMALLY CLOSED, TIME OPEN STP PB INSTR INSTRUMENT STIR STARTER INTLK *Arc r SOLENOID OPERATED VALVE —T— JB OR J JUNCTION BOX, CONDULET OR TELEPHONE CONDUIT. SIZE AS NOTED SOLENOID VALVE FITTING AS REQUIRED BY NEC. MOTOR CONTROL CENTER DRAWOUT STABS —C— UNLESS OTHERWISE NOTED GROUNDING GRID OR GROUNDING CONDUCTOR SWITCHBOARD KW KILOWATTS TB TERMINAL BOX LCL LONG CONTINUOUS LOAD TEL SIZE AS REQUIRED OR AS NOTED ON DRAWINGS ® 2 TEMP MOTOR STARTER WITH THERMAL OVERLOADS. -G LEVEL TERM GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS LIM _ TM NUMBER INDICATES NEMA SIZE LR LOCAL /REMOTE TS TEMPERATURE SWITCH LOS LOCKOUT STOP STATION TS2W OL LS LEVEL OR LIMIT SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR LEG LONG TIME, SHORT TIME, INSTANTANEOUS TW /SH TWISTED SHIELDED MOTOR OVERLOAD CONTACT AND GROUND FAULT ADJUSTMENTS G- TYPICAL LT EXOTHERMIC GROUND CONNECTION UG OO LTG MOTOR, NUMBER INDICATES HORSEPOWER -G UNLESS OTHERWISE NOTED LV BOLTED GROUND CONNECTION V VOLTS MA INDICATING LIGHT, PUSH -TO -TEST. LETTER W WATTS MAINT MAINTAINED W/ WITH MAN " INDICATES COLOR. WITHOUT MAX MAXIMUM NO CONDUIT BENDING UP MC MAINTAINED CONTACT WP R =RED B =BLUE G =GREEN A =AMBER W =WHITE MCC MOTOR CONTROL CENTER XFMR TRANSFORMER MCM THOUSAND CIRCULAR MILS XP O CONTACTOR OR RELAY COIL. LETTER OR NUMBER IS DESIGNATION MOTOR CIRCUIT PROTECTOR ZS POSITION SWITCH OR LIMIT SWITCH CONDUIT BENDING DOWN 3W THREE WIRE 4W FOUR WIRE A NORMALLY CLOSED CONTACT. LETTER OR -4+ NUMBER IS DESIGNATION UNDERGROUND OR CONCEALED CONDUIT, 1" MINIMUM M NORMALLY OPEN CONTACT. LETTER OR NUMBER IS DESIGNATION EXPOSED CONDUIT, 3/4" MINIMUM. HOMERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL a a RUNNING TIME METER, NON - RESETTABLE AND GROUND, CIRCUITS 1,3.5 PANEL P81, NO PB1 1,35 HASHMARKS INDICATE 2 CONDUCTORS AND GROUND �20A � FUSE, NUMBER INDICATES RATING O DRIVEN GROUND ROD /TEST WELL 4 3/4" X 10' Cu CLAD STEEL CONTROL TRANSFORMER. RATING AS NOTED ON .mwt� DRAWINGS OR AS REQUIRED BASED ON LOAD PANELBOARD OR AS NOTED ON DRAWING = SERVED. KW KILOWATT METER v.nn LIQUIDTIGHT FLEXIBLE CONDUIT ■PS PRESSURE SWITCH. CONTACT ACTION AS NOTED ON DRAWINGS XXX XXX CONDUIT NUMBER 'XXX', REFER TO CONDUIT SCHEDULE FOR DESCRIPTION CONDUIT PLAN SINGLE LINE SCHEMATIC DESCRIPTION DIAGRAM DIAGRAM MIN MINIMUM OR MINUTE $M AMPERE FRAME MLO MANUAL MOTOR STARTER AFC ABOVE FINISHED CONCRETE MOV GROUND TIT * LrtTLD O LrtTLD HEATER, RATING AS NOTED ON DRAWING gg ABOVE FINISHED GRADE MTG HORN OR AUDIBLE SIGNAL 0 0 0 PHASE ATE AUTOMATIC TRANSFER SWITCH N TERMINAL, INTERNAL WIRING AUX AUXILIARY ■ TERMINAL, FIELD WIRING ■ DS AUTOMATIC NO DOOR SWITCH — ] AMERICAN WIRE GAUGE NCIO CONDUIT STUB OUT �� LI CfXX X X DISCONNECT SWITCH, F = FUSED NF = NON -FUSED XX = AMP RATING BD BOARD OTELEMETRY INPUT POINT EKE BREAKER pO PLC INPUT POINT AT FLU I UTILITY COMPANY I SAN DIEGO GAS & ELECTRIC PROJECT MANAGEMENT 571 ENTERPRISE STREET ESCONDIDO, CA 92029 CONTACT: CAROLE COWLEY NOTE: CONTRACTOR SHALL REFER TO SDG &E PROJECT 453142 WHEN APPLYING FOR SDG &E ELECTRICAL SERVICE. 0r_vu7_l:NBI_A:1:1VM E MAX I Lola 1 A AMPERES MH MANHOLE AC ALTERNATING CURRENT MIN MINIMUM OR MINUTE AF AMPERE FRAME MLO MAIN LUGS ONLY AFC ABOVE FINISHED CONCRETE MOV MOTOR OPERATED VALVE ACTUATOR AFF ABOVE FINISHED FLOOR MEE MAIN SWITCHBOARD AEG ABOVE FINISHED GRADE MTG MOUNTING AT AMPERE TRIP MTR MOTOR ATE AUTOMATIC TRANSFER SWITCH N NEUTRAL AUX AUXILIARY NA NON - AUTOMATIC AUTO AUTOMATIC NO NORMALLY CLOSED AWG AMERICAN WIRE GAUGE NCIO NORMALLY CLOSED, BC BARE COPPER INSTANTANEOUS OPEN BD BOARD NCTC NORMALLY CLOSED, EKE BREAKER TIME CLOSE C CONDUIT NCTO NORMALLY CLOSE, CAD CABINET TIME OPEN CB CIRCUIT BREAKER NEC NATIONAL ELECTRIC CODE CKT CIRCUIT NIC NOT IN CONTRACT CLG CEILING No NUMBER C.O. CONDUIT ONLY NO NORMALLY OPEN COMET COMPARTMENT NOIC NORMALLY OPEN, COND CONDUCTOR INSTANTANEOUS CLOSE CONT CONTROL NOTC NORMALLY OPEN, CONTD CONTINUED TIME CLOSE CPT CONTROL POWER TRANSFORMER NOTO NORMALLY OPEN, CID CONTROL PANEL TIME OPEN CT CURRENT TRANSFORMER NP NAMEPLATE CU COPPER NTS NOT TO SCALE CR CONTROL RELAY OL OVERLOAD DC DIRECT CURRENT OTT OVERTEMP SWITCH DISC DISCONNECT PB PUSHBUTTON DISC SW DISCONNECT SWITCH PD PULLBOX DPDT DOUBLE POLE DOUBLE THROW PC PHOTOCELL DPST DOUBLE POLE SINGLE THROW PCV PUMP CONTROL VALVE DWG DRAWING EMIR POWER MONITOR RELAY DS DOOR SWITCH PHIL PANEL EL,ELEV ELEVATION POS POSITION EMT ELECTRICAL METALLIC TUBING PR PAIR ED ELECTRICALLY OPERATED PRI PRIMARY EXIST EXISTING PS PRESSURE SWITCH FBO FURNISHED BY OWNER PT POTENTIAL TRANSFORMER FOR FEEDER PVC POLYVINYL CHLORIDE FIN FINISHED PVC /RGS PVC JACKETED RIGID FLA FULL LOAD AMPS GALVANIZED STEEL CONDUIT FLEX FLEXIBLE PW PART WINDING FM FLOW METER RECEP RECEPTACLE FO FIBER OPTIC RCP REMOTE CONTROL PANEL FS FLOW SWITCH RGS RIGID GALVANIZED STEEL CONDUIT FT OR FEET OR FOOT RTU REMOTE TERMINAL UNIT FT FLOW TRANSMITTER RVAT REDUCED VOLTAGE AUTO TRANSFORMER FUT FUTURE RVYD REDUCED VOLTAGE WE DELTA FVNR FULL VOLTAGE NON REVERSING SCE SOUTHERN CALIFORNIA EDISON GALV GALVANIZED SEC SECONDARY GO GAS DETECTORS SEL SELECTOR OF GROUND FAULT INTERRUPTER SP SPARE GFP GROUND FAULT PROTECTION SPEC SPECIFICATION CHID OR G GROUND SPDT SINGLE POLE DOUBLE THROW HIT HANDHOLE SPST SINGLE POLE SINGLE THROW HOA HAND /OFF /AUTO SS STAINLESS STEEL HTR HEATER SSRV SOLID STATE REDUCED VOLTAGE STARTER IC INTERRUPTING CURRENT ST SHUNT TRIP IN OR INCHES OR INCH STA STATION IND INDICATING STL STEEL INST INSTANTANEOUS STP SHIELDED TWISTED PAIR INSTR INSTRUMENT STIR STARTER INTLK INTERLOCK STT SHIELDED TWISTED TRIPLET JB OR J JUNCTION BOX, CONDULET OR SV SOLENOID VALVE FITTING AS REQUIRED BY NEC. SW SWITCH UNLESS OTHERWISE NOTED SWBD SWITCHBOARD KW KILOWATTS TB TERMINAL BOX LCL LONG CONTINUOUS LOAD TEL TELEPHONE LOP LOCAL CONTROL PANEL TEMP TEMPERATURE LEV LEVEL TERM TERMINAL LIM LIMIT TM TELEMETRY LR LOCAL /REMOTE TS TEMPERATURE SWITCH LOS LOCKOUT STOP STATION TS2W TWO SPEED TWO WINDING LS LEVEL OR LIMIT SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR LEG LONG TIME, SHORT TIME, INSTANTANEOUS TW /SH TWISTED SHIELDED AND GROUND FAULT ADJUSTMENTS TYR TYPICAL LT LIGHT UG UNDERGROUND LTG LIGHTING LON UNLESS OTHERWISE NOTED LV LOW VOLTAGE V VOLTS MA MILLIAMPERE W WATTS MAINT MAINTAINED W/ WITH MAN MANUAL W/0 WITHOUT MAX MAXIMUM NO WALL INTERCONNECT CABINET MC MAINTAINED CONTACT WP WEATHERPROOF MCC MOTOR CONTROL CENTER XFMR TRANSFORMER MCM THOUSAND CIRCULAR MILS XP EXPLOSION PROOF MCP MOTOR CIRCUIT PROTECTOR ZS POSITION SWITCH OR LIMIT SWITCH 3W THREE WIRE 4W FOUR WIRE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ID �'L, LN ° 1 e B o� �3 :+•T Y a W (Q� J i W g a y Q a W c Q W WO� 2 LNu SHEET 0 Q W m Q 2 Q E -1 179963 w z z W EDJ U z 'z_rt V_ 0 ui C) jai A � i` ICI a � U fO U � CO to Y a W (Q� J i W g a y Q a W c Q W WO� 2 LNu SHEET 0 Q W m Q 2 Q E -1 179963 w z z W EDJ U z 'z_rt V_ 0 EXISTING SDG &E POWER J POLE Z320320 O EXISTING RETAINII N� \ \ \ f m 4\ F 0 .T i i -B...F (PVC•) -- E -_— E - -S..w #4 /0 BARE P -1COPPER n5 03 uu E A -8 E -8 __TQ_PUMP STATLQNN DISTRIBUTION PANEL GROUND ROD AND INTERFACE PARrIL (T: —PP. OF 2) (SUPPLI& BY PUMP STATION SUPPLIER) — L_�'I'° r8' CLEAR I I I ecP)--- - -10•w 6.5' CLEAR — P -101 01 03 I \� PLACE. I E OCR /P 4 Y / P -104 S C -102 S S -101 OMWD CELLULAR MODEM ENCLOSURE — E -8 E-9 M i E SE SWITCHBOARD 14 pw GRAPHIC SCALE (FEET) — CAN 0 10 20 30 GRAPHIC SCALE: 1° = 10' 1 / TRANSFORMER _ O 0 O _ 1 NOTES O1 PROVIDE CONDUIT AND BURIED INSTALLATION PER SDG &E STANDARDS. O PROVIDE 8 FEET CLEARANCE IN FRONT OF TRANSFORMER PER SDG &E STANDARDS. 03 CONTRACTOR SHALL REPAIR THE EXISTING RETAINING WALL, AC PAVEMENT, LANDSCAPING, IRRIGATION, OR ANY OTHER AFFECTED IMPROVEMENTS WITH APPROVAL FROM AND IN ACCORDANCE WITH DISTRICT REQUIREMENTS. CEMENT CONCRETE REPAIRS TO BE FROM EXPANSION JOINT TO EXPANSION JOINT. O AFTER INSTALLATION AND START -UP OF THE PUMP STATION, AND COMPLETION OF THE WORK BY SDG &E, THE EXTERIOR OF THE TRANSFORMER SHALL BE PAINTED USING SYSTEM NO. 20 PER SPECIFICATION SECTION 09900. COLOR SHALL BE BEIGE. SUBMIT COLOR SWATCHES FOR APPROVAL BY THE DISTRICT. THE HANDLES, LOCKS AND ANY IDENTIFICATION NUMBERS, NAME PLATES, OR OTHER SDG &E LABELS ON THE EXTERIOR OF THE TRANSFORMER SHALL BE MASKED OFF AND NOT PAINTED OVER. O5 SEAL CONDUITS GOING TO THE PUMP STATION WITH DUCT SEAL TO PREVENT ENTRY OF WATER, SILT, DEBRIS, ETC. E _ E _ _ _ 4 E THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ID „ �"Y`��, s 9 15 P `{Tk °ft z Iwo 10 1 e �3 :+•1 v : W M t2 �a y4 4 W lL W 4 Q V r W 4 > J 4 W V � W Lu N SHEET E -2 179963 Eo W x Z z J Eo U z 'z_rt V_ 0 n o R L1 a � i` \ 32 mo r ICI a � a °m” v : W M t2 �a y4 4 W lL W 4 Q V r W 4 > J 4 W V � W Lu N SHEET E -2 179963 Eo W x Z z J Eo U z 'z_rt V_ 0 X FOR WORK IN THORNTON PUMP STATION SEE DRAW IN —5 Q h t Rd X X 4 PVC) W \E o ®o o ®o �Q XI X X I X �I E -8 "---"- I C) —.� to "w QPVCy��r- rr—. I (PCP) 12 "W (ACP) 8w (PCP) — 8'W (ACP) � W (mTU ,.. W cs � \ O 390 \ 11 \ I E / ._ C -208 C -210 5 -203 X / / FOR WORK T TH OM W F E R (POTABLE M —UP SU pL"7 o SEE DRAWING 6 I ,, XI o ® O c -zoa I � co X 0 F W RK IN OM' LC W ETER VAU E TX S E RA A TITUDE VAL E — - - - -- - - - -S S NG E =5 — A — CAN SCAN 10 W (ACP) — �ao A CA __ "W 12'W (ACP)- � ( 10 (ACP) 10 W (ACP) 12'W qCP "W —10 "W (ACF _ 12 }-�-.T —�i)� 12 "W (ACP) OH V __ AO H _ — — 1 —� — _ — — — OH — — — —OH C � OH OH = NOTES Of NOT USED. O SEAL CONDUITS GOING TO THE VAULT WITH DUCT SEAL TO PREVENT ENTRY OF WATER, SILT, DEBRIS, ETC. II I I I I I I I X/I �I I I I � I II I I I I I I II I I I II I I � II 3 III I I — II I I I � I I I I I W w 0 I I AIONTECITO (ACP) GRAPHIC SCALE (FEET) 0 20 40 60 GRAPHIC SCALE: I" = 20' RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. �pftOFE5S1'a„ � D' Nf�"Y`��, u V� % S ° No. E180fi9 E. 6/30/15 • J9 �FC7R��P fie+ rF OF CAL4�' 0 e �3 :+•1 �ao A ICI a w a °m" 10 N U ° e �3 :+•1 V W i Z 0 �a iW aLu LLI V R > J 3 W U W z U Z W W � J U SHEET DRAWING J 100Df 139 E -3 Z_rt 0 179963 0 �ao A ICI a � a °m" 10 N V W i Z 0 �a iW aLu LLI V R > J 3 W U W z U Z W W � J U SHEET DRAWING J 100Df 139 E -3 Z_rt 0 179963 0 SE SWITCHBOARD, NEMA 3R ---------------------------------------- 400A, 277/48OV, 34, 4W, 35 KAIC I POWER DISTRIBUTION PANEL, NEMA 1 7 i i i i �L------- - - - - -- 14 FLA - - - -40 FLA - -- 40 FLA -- 40 FLA - SUPPLIED BY PUMP STATION SUPPLIER J SINGLE LINE DIAGRAM 66 PUMP STATION — U C— PS METER LOAD CALCS P1 14A 60 n P2 40A P3 40A Q P4 40A T1 10A 25% LARGEST MOTOR 10A 154A @ 480V, 30 LCJ IIII 4' I II 4 - 4 4 , 3/4" X 10' GROUND ROD COPPER CLAD STEEL NEMA 3RX ENCLOSURE WITH STRIP LIGHT, LIGHT SWITCH AND RECEPTACLE PORTLAND CEMENT CONCRETE FOUNDATION (NOTE 10) FINISHED GRADE NEMA 3R STAINLESS STEEL SE SWITCHBOARD ELEVATION ENCLOSURE CONSTRUCTION NOTES 1. EXTERIOR 12 GA. COLD ROLLED STEEL AND INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. 2. CONSTRUCTION WILL BE NEMA 3RX. 3. ALL NUTS, BOLTS, SCREWS AND HINGES WILL BE STAINLESS STEEL. 4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE. 5. PLASTIC NAMEPLATES WILL BE PROVIDED AS REQUIRED. 6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. 7. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR. 8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS. 9. COLOR TO BE BEIGE. SUBMIT COLOR SWATCHES FOR APPROVAL BY THE DISTRICT. 10. REFER TO CIVIL DRAWINGS FOR FOUNDATION REQUIREMENTS. 1 i]� G 1 i L Z� K� L\ 11► [ e �y �� 1� INCLUDES A FIVE STAGE DIP TANK METAL PREPARATION PROCESS: 1. ALKALINE CLEANER 160'F. 2. CLEAR WATER RINSE. 3. IRON PHOSPHATE APPLICATION 150 °F. 4. CLEAR WATER RINSE. 5. INHIBITIVE RINSE TO SEAL PHOSPHATED SURFACES 120 °F FINISHED WITH AN ELECTROSTATICALLY APPLIED DRY POLYESTER POWDER COATING THEN BAKED @ 3807 TO CURE. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ID „ �"Y`"�, S 9 15 P �T+ �' 0 c LN ° 1 e �r o� �3 V11 H v Z W p �a y� 4 a w j o Lu 4 W Q 2 V >U 11 2 W , w SHEET E-4 179963 W S Z_ z J U z 'z_rt V_ 0 n R 32ao a cO n \ 32 m �o li ICI a � H v Z W p �a y� 4 a w j o Lu 4 W Q 2 V >U 11 2 W , w SHEET E-4 179963 W S Z_ z J U z 'z_rt V_ 0 /Z - GRAPHIC SCALE (FEET) 0 2 4 6 C -202 C -204 C -208 C -210 A E -8 GRAPHIC SCALE: 1/2° = 1' S -202 5 -203 P -201 SEE DRAWING E -3 A SEJPA RTU r — — FOR CONTINUATION 0 E -14 5 -205 5 -206 m 1 J J v 1 P -201 5 6a< m FIT -202 FIT -203 1 C -207 5 -209 Oj o U SEE DRAWING E -3 C -209 P -202 FOR CONTINUATION Fw. p SEE DRAWING E -3 5 FOR CONTINUATION I 0 EXISTING I J ( OMWD RTU A C -204 0 t O2� �3 I � m I z OOOEXISTING PANEL 'A' w Q co i` az A OMWD CELLULAR m E -9 MODEM ENCLOSURE 0=0 a � d U W W O U F z W ..I j a d O v -+ THORNTON PUMP STATION (L Z NOTES WIEGAND TANK ALTITUDE VALVE a w o NTS w c7 Q Ia- a O CORE DRILL AND PATCH THE WALL FOR CONDUIT PENETRATIONS (TYPICAL). J 3 y W iz NOTES o IL W O2 USE THE SPARE BREAKER FOR CIRCUIT 8 TO POWER FIT -202 AND FIT -203. UPDATE THE PANEL DIRECTORY. W > J d y 3O USE THE SPARE BREAKER FOR CIRCUIT 10 TO POWER THE SEJPA RTU. UPDATE THE PANEL DIRECTORY. Di THE EXISTING SOLENOID IS CURRENTLY CONTROLLED BY THE OMWD RTU. CONNECT THE SOLENOID AS SHOWN FOR CONTROL BY THE SEJPA RTU. O O NOT USED. RECORD DRAWING v IN, a O SUPPLIED BY FLOW METER SUPPLIER. THIS RECORD DRAWING HAS BEEN PREPARED, IN W cc i PART, BASED UPON INFORMATION FURNISHED BY pROFESSy'gP, O O OTHERS. COORDINATE WITH THE DISTRICT FOR TERMINATIONS OF SIGNAL AND CONTROL CONDUCTORS INSIDE THE EXISTING OMWD RTU. THE AS CORE CORRECT, E ACCURATE, E INFORMATION IS NOT ,, OR COMPLETE. USERS OF ti o O. rof�o� F DISTRICT WILL PROVIDE TERMINAL BLOCKS FOR LANDING FIELD WIRING. THIS RECORD DRAWING ARE ADVISED TO PERFORM ffi No. E180fi9 A INDEPENDENT VERIFICATION OF ACCURACY BEFORE SHEET DRAWING APPLYING IT FOR ANY PURPOSE. ONLY UTILITIESsr �fC7R?•�P °'* 102 139 E -S SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER rrF FGp�' of THE FIELD DATA. OF gplS 179963 co ELI 2 U Z Z J Eo U Q Z 0 SEE DRAWING E -3 FOR CONTINUATION o FAg I SEE DRAWING E -3 FOR CONTINUATION m v z o m P -205 C -202 S -202 S -203 C -208 C -210 I o o U I ^ E3 08 S -203 I �$ I ��x J FE -203 a e I I I y S -202 n C -208 C -210 I C -2 2 \ C ♦ 7S -202 FE -202 I�I 2 a o I A ZSO\ 203 J ZSC --203 d� o SV -203 m o ICI a � ♦ ♦ O Y U q W U W Z mm) a Y W d (L H RECORD DRAWING a w Lu THIS RECORD DRAWING HAS BEEN PREPARED, IN LLI H PART, BASED UPON INFORMATION FURNISHED BY Q Q OTHERS. THE INFORMATION IS NOT GUARANTEED LL Q AS CORRECT, ACCURATE, OR COMPLETE. USERS OF OMWD FLOW METER (POTABLE MAKE —UP SUPPLY) THIS RECORD DRAWING ION OF ACCURACY J p 3 ix INDEPENDENT VERIFICATION OF ADVISED TO PERFORM J APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES ? J m W SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER 3 THE FIELD DATA. U Q GRAPHIC SCALE (FEET) U d 0 1 2 3 GRAPHIC SCALE (FEET) W O 1 2 3 OMWD RECYCLED WATER FLOW METER VAULT GRAPHIC SCALE: 1" = 1' GRAPHIC SCALE: 1" = 1' No. E180fi9 sxeeT nRnxlxc siq �fC7R��P �{i°' '103of 139 E's rf or cAL4°� 179963 M ILL 0 z z W J 0 z Z _0 ir 0 E0 w x U z_ z_ w J Q U J z Z_ 0 Ir 0 BACKFILL, COMPACTION AND PAVEMENT REPAIR PER SPECIFICATIONS (SEE NOTE 1) � \ WARNING TAPE 2tAX Ell I Hill RED CONCRETE a ENVELOPE \. Q A=L�/l 1=�CONDUIT(S) SIZE AND QUANTITY CONCRETE ENCASED CONDUIT E-8 NTS NOTES 1. REFER TO UTILITY DRAWINGS FOR SDG &E REQUIREMENTS. CONDUI SIDES P TOP (T BOLT —DOWN H2O TRAFFIC RATED COVER �PULLBOX E -8 NTS 1. MINIMUM PULL BOX DIMENSIONS = 24" x 36" x 24" 2. SPLICES IN PULL BOX SHALL BE CAST RESIN SUBMERSIBLE TYPE. �TYP. CABLE WRAP MEYERS HUB TYP. SIZED TO ALLOW FOR R INSTALLATION 4X �1/2" DRAIN HOLES (TYP.) CONDUIT TO ENTER IN CENTER BACK RADIUS ALL CORNERS AND FILE SMOOTH 48" MAX. FROM FINISHED GRADE PVC COATED 1" RGS (TYP. OF 3) PVC COATED - RGS COUPLING SEE NOTE 1— FS TO ENTER EAR THE 'P) o J —B0; PROPE NEMA SIZED TO ALLOW FOR R INSTALLATION 4X �1/2" DRAIN HOLES (TYP.) CONDUIT TO ENTER IN CENTER BACK RADIUS ALL CORNERS AND FILE SMOOTH 48" MAX. FROM FINISHED GRADE PVC COATED 1" RGS (TYP. OF 3) PVC COATED - RGS COUPLING SEE NOTE 1— FINISHED GRADE CAST IRON TRAFFIC COVER EMBOSSED "GROUND ROD" CAST IRON GRADE RING — ADJUST TO FINISH GRADE PRECAST CONCRETE BOX GROUND CONNECTOR BURNDY TYPE GAR, GO OR GK PEA GRAVEL COMPACTED EARTH GROUND ROD 3/4 "X8' COPPER —CLAD STEEL #2 BARE COPPER GROUNDING CONDUCTOR 1 4" THICK STEEL PLATE ( IZE TO FIT, SEE NOTE 3) PROVIDE 3/8" 316 S.S. HEX HEAD CAP SCREWS, FLATWASHERS, AND LOCKNUTS �OMWD CELLULAR MODEM A ENCLOSURE (SEE NOTE 3) E -9 4" 4.5 LB CHANNEL IRON EXTEND TO TOP OF MOUNTING PLATE (SEE NOTE 3) UNISTRUT. WELD TO CHANNEL (SEE NOTE 3) 8 "XB'Xi /4" MILD STEEL BASE PLATE. RADIUS ALL CORNERS AND WELD TO CHANNEL (SEE NOTE 3) PORTLAND CEMENT CONCRETE FOUNDATION (SEE NOTE 21 ELLULAR MODEM STANCHION DETAIL NOTES: 9" MIN. DIA. 2" dam. 4" MIN. 2" A 2" — 10 -3/8" MIN. DIA. N.T.S. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIFI in IIATA 1. ALL STUB —UPS THROUGHOUT THE JOB SHALL BE PVC JACKETED RGS. INSIDE OF CONDUIT SHALL ALSO BE PVC COATED. AS MANUFACTURED BY ROBROY OR APPROVED EQUAL. 2. REFER TO CIVIL DRAWINGS FOR FOUNDATION REQUIREMENTS. 3. THE CELLULAR MODEM STANCHION AND OMWD CELLULAR MODEM ENCLOSURE SHALL HAVE A POLYESTER POWER COAT FINISH. THE COLOR SHALL BE BEIGE. SUBMIT COLOR SWATCHES FOR APPROVAL BY THE DISTRICT. paorESSrory /ryM�ae��S, z 4No. E78069° ~ Exp. 6/30/15 *sr �FC7R?.UP p+ 9JF of CA�SF�� 0 c 000 In o a W i` x i e e �s �3 :+•1 v W i O Y a V d Lu V v Lu W � J W W > U U W w SHEET DRAWING 'IOSOf 139 E -8 179963 w Z Z W J Eo U Q _Z 0 In o a a cO i` m �o li ICI a � .0 f0 U � CO to v W i O Y a V d Lu V v Lu W � J W W > U U W w SHEET DRAWING 'IOSOf 139 E -8 179963 w Z Z W J Eo U Q _Z 0 20" R MODEM ENCLOSURE FRONT VIEW NOT TO SCALE 13" BACKPANEL LAYOUT NOT TO SCALE L 24VDC INCOMMING POWER `)1CB1 G/ 15A O N PEP ETHERNET ENCORE ROUTER WITH VERIZON G FROM RTU CELLULAR MODEM PART $EN4S00- 0000 - 0000 -1 AND #C4GO O u DS DS bQ� � INTRUSION TO RTU CELLULAR MODEM ENCLOSURE EQUIPMENT LIST ITEM DESCRIPTION A NEMA 4X, STAINLESS STEEL ENCLOSURE WITH A POWDER COAT FINISH, 20" X 16" X 10 "O4 G B BACK PANEL, 17" X 13" YC WIRE DUCT, 2" X 2" D ENCORE ROUTER WITH VERIZON CELLULAR MODEM E 4G/3G MULTIBAND ANTENNA, LAIRD MODEL CELL - ANT -3G/4G (TRA6927M3) F TERMINAL BLOCKS, CIRCUIT BREAKERS AND RELAYS G INTRUSION SWITCH, HOFFMAN PART #ALFSWD; OR APPROVED EQUAL NOTE: O COAX CABLE SHALL BE WIRELESS SOLUTIONS PART #RG58NMSM -2; OR APPROVED EQUAL. PROVIDE A JUMPERCABLE, TIMES PART #LMR240NFSF -2, FOR CONNECTION TO THE CELLULAR MODEM. OTHE DISTRICT WILL BE RESPONSIBLE FOR INTERFACING WITH THE DESIGNATED CELLULAR SERVICE PROVIDER FOR FURNISHING CELLULAR SERVICES FOR EACH LOCATION AS SHOWN ON THE PLANS. PRIOR TO INITIATION OF CONSTRUCTION, THE DISTRICT WILL SETUP ALL CELLULAR CARRIER ACCOUNTS WITH VERIZON. ALL SITES HAVE BEEN FIELD VERIFIED AND PROVIDE MINIMUM SIGNAL REQUIRED. O THE ENGRAVING THORNTON PUMP STATION SHALL READ " THORNTON PUMP STATION CELLULAR MODEM ENCLOSURE ". O THE ENCLOSURE EXTERIOR SHALL HAVE A POLYESTER POWDER COAT FINISH. THE COLOR SHALL BE BEIGE. SUBMIT COLOR SWATCHES FOR APPROVAL BY THE DISTRICT. NOTE: ALL NAMEPLATES BLACK WITH WHITE LETTERING RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ID `�'L, J' 9' 15 P p+ �� z 0 c ENGRAVING SCHEDULE ITEM LINE 1 H X W X LTR O3 1 VILLAGE PARK CELLULAR MODEM ENCLOSURE 2" X 8" X 1" NOTE: ALL NAMEPLATES BLACK WITH WHITE LETTERING RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER ID `�'L, J' 9' 15 P p+ �� z 0 c IT b B �3 V11 In o A a U IT b B �3 V11 W i 0 W W �a Lu W v R W V 44 J 9 O U � � U w w SHEET DRAWING 1080f 139 E -9 179963 w z z_ z_ W J ED U a _z 0 0 In o A a ICI a � � CO to W i 0 W W �a Lu W v R W V 44 J 9 O U � � U w w SHEET DRAWING 1080f 139 E -9 179963 w z z_ z_ W J ED U a _z 0 0 TO LN 61 +24C -C CR18 UPS BYPASS 18 CR11 CR18 CONTROL RELAY UPSL UPSN T�' CR18 CR18 NOTES Oi COAX CABLE SHALL BE WIRELESS SOLUTIONS PART #RG58NMSM -2; OR APPROVED EQUAL. PROVIDE A JUMPERCABLE, TIMES PART #LMR240NFSF -2, FOR CONNECTION TO THE CELLULAR MODEM. Oz CONTACT RATED FOR 25VAC /VDC ON 25 PIN D -SHELL CONNECTOR. O PROVIDE SLAVE RELAYS AS REQUIRED TO PROVIDE INDICATED CONTROL LOGIC. 4 THE EXISTING SOLENOID IS CURRENTLY CONTROLLED BY THE OMWD RTU. CONNECT THE SOLENOID AS SHOWN FOR CONTROL BY THE SEJPA RTU. O SEJPA WILL BE RESPONSIBLE FOR INTERFACING WITH THE DESIGNATED CELLULAR SERVICE PROVIDER FOR FURNISHING CELLULAR SERVICES FOR EACH LOCATION AS SHOWN ON THE PLANS. PRIOR TO INITIATION OF CONSTRUCTION, THE DISTRICT WILL SETUP ALL CELLULAR CARRIER ACCOUNTS WITH VERIZON. ALL SITES HAVE BEEN FIELD VERIFIED AND PROVIDE MINIMUM SIGNAL REQUIRED. UPSN CMWD FLOW METER VAULT INTRUSION RELAY ;56,147) 30TABLE MAKE -UP NATER VALVE OPEN STATUS RELAY ;60,154) 'OTABLE MAKE -UP VATER VALVE CLOSED STATUS RELAY 60,155) UPSL UPSN RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. 0 UPSL to v UPSN UPSL A a � i` MOUNTED ON DOOR v 120 VAC INCOMING POWER �o li ICI a SWITCH .Um U RTU INTRUSION � w 1 21 CRS RELAY w a: *Li b ° JIN G p (24) 41 C31 DS j J C S o ISa U 22 z U 42 0.5 T5 w pftOFESSE OPENS ON ALARM J 4No. VENTILATION E78069° O (SWITCHES IN SERIES) Q SHEET DRAWING P sr fCTR?•� T s 107 139 of E -10 FAN, 100 CFM 0 RTU INTRUSION ., 179963 23 TR1 TIMER 43 LED LIGHT PANEL (144) LIGHT CR3 lop% 4 24 44 0 GFCI DUPLEX N LPOWER ., RECEPTACLE 25 -ONE 24 VDC 45 POWER SUPPLY PART #HD24 -4.8 -A 6 TS HTR 26 G _ 46 5 PANEL HEATER 7 27 + 47 L SURGE SUPRESSOR N CORCOM G PART #20VK6 + ETHERNET SWITCH g OR APPROVED EQUALN 28 48 L NTRON 304TX -N G 9 29 49 CR11 TDRi BYPASS TIMER (SET FOR 10 SECS) (10) 10 30 FROM LN 129 50 RESET TDR1 CR18 UPS BYPASS L O N 11 POWER RELAY 31 51 NOTC 3 O (20,20,20 20 ENCORE ROUTER WITH VERIZON G CELLULAR MODEM PART BEN4500- 0000 - 0000 -1 12 15A 32 AND #C4GO 52 a GFCI 13 DUPLEX 33 53 RECEPTACLE COAX 14 34 O 54 15 L N UNINTERRUPTABLE POWER SUPPLY 35 55 coax O O O UPS LOW BATTERY 16 II II O O LOW BATTERY LINE FAIL II II O 36 FROM UPS CRi ALARM 56 O (143) UPS LINE FAIL 17 37 FROM UPS CR2 ALARM 57 \ �v (142) TO LN 36 TO LN 37 SV (EXISTING) O CR10 WIEGAND TANK 18 38 LEVEL CONTROL 58 SOLENOID CR11 SV -203 POTABLE MAKE -UP B9 19 UPS BYPASS SWITCH 39 WATER VALVE L ( UPS) SOLENOID UTILITY UPS 60 20 (LINE) A4 0 ,W, 40 TO LN 61 +24C -C CR18 UPS BYPASS 18 CR11 CR18 CONTROL RELAY UPSL UPSN T�' CR18 CR18 NOTES Oi COAX CABLE SHALL BE WIRELESS SOLUTIONS PART #RG58NMSM -2; OR APPROVED EQUAL. PROVIDE A JUMPERCABLE, TIMES PART #LMR240NFSF -2, FOR CONNECTION TO THE CELLULAR MODEM. Oz CONTACT RATED FOR 25VAC /VDC ON 25 PIN D -SHELL CONNECTOR. O PROVIDE SLAVE RELAYS AS REQUIRED TO PROVIDE INDICATED CONTROL LOGIC. 4 THE EXISTING SOLENOID IS CURRENTLY CONTROLLED BY THE OMWD RTU. CONNECT THE SOLENOID AS SHOWN FOR CONTROL BY THE SEJPA RTU. O SEJPA WILL BE RESPONSIBLE FOR INTERFACING WITH THE DESIGNATED CELLULAR SERVICE PROVIDER FOR FURNISHING CELLULAR SERVICES FOR EACH LOCATION AS SHOWN ON THE PLANS. PRIOR TO INITIATION OF CONSTRUCTION, THE DISTRICT WILL SETUP ALL CELLULAR CARRIER ACCOUNTS WITH VERIZON. ALL SITES HAVE BEEN FIELD VERIFIED AND PROVIDE MINIMUM SIGNAL REQUIRED. UPSN CMWD FLOW METER VAULT INTRUSION RELAY ;56,147) 30TABLE MAKE -UP NATER VALVE OPEN STATUS RELAY ;60,154) 'OTABLE MAKE -UP VATER VALVE CLOSED STATUS RELAY 60,155) UPSL UPSN RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. 0 e o� �3 V11 to v o A a � i` m �o li ICI a � .Um U � w a w a: ° w p U ° e o� �3 V11 to v o A a � i` m �o li ICI a � .Um U � CO to a v w Ya g a w a: ° w p W j J C S U V z U Z — Lu w pftOFESSE LL J 4No. U E78069° O Q SHEET DRAWING P sr fCTR?•� T s 107 139 of E -10 z 0 179963 0 E0 w x U z_ z_ w J Q U J z Z_ 0 Ir 0 E0 w x U z_ z_ w J Q U J z Z_ 0 Ir 0 04 UIJI,Nt I It Ju I F'u I 2 ALLEN BRADLEY PART #1769 -OW8 1 201 20: �Y 20: 20z 20` 20( 20; 20£ 20� 21C 211 212 21-1 214 21E 21E 217 21E 21� 220 2 POWER SUPPLY ALLEN BRADLEY PART #1769 -PA4 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 FROM LN 118 FROM LN 78 FROM 1 LN M ANALOG INPUT ALLEN BRADLEY PART #1769 —IF8 POSITION 4 IN O+ WIEGAND IN O— TANK LEVEL (FROM EXISTING OMWD RTU) SHLD In IN1+ v IN1— OMWD FLOW SHLD W o N2+ OMWD IN2— w POTABLE WATER MAKE —UP FLOW SHLD i` O FIN a IN 3— Ya SPARE SH LD FIN SPARE SHIN4— LD �o IN 5+ a INS - SPARE SHLD ° IN6+ �Q�o � IN6- SPARE SHLD IN7+ O SPARE RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. z c b B 9, o� r3 z; In v W o A w i` O a Ya b B 9, o� r3 z; In v W o A a � i` O a Ya m �o li ICI a � ° �Q�o � CO to W O v W O a Ya aw ° �Q�o W O U V z U z - Lu W pftOFESSE LL J 4No. E78069° E� 6/30/15 Q SHEET DRAWING •J9 �fC7R?•DP�{T* rF '110of 139 E -13 z'rt of CALSF�' V 179963 0 alwal IJ I °I -14 PANEL ELEVATION E 1 r INNER DOOR LAYOUT 0 35 36 0 FIRST LINE SECOND LINE H xW xLTR DEVICE 1 O L _ _ LIGHT _ J+ 2 2 "X6 "X1" A -6OP36 7 14 15 INTRUSION 0" STD OTX3 /16° O 4 HOFFMAN TBD STEEL SWING OUT PANEL 5 LIEBERT MICROPOD MP2 -115A UPS BYPASS SWITCH 6 POWERWARE FB020BB2ACACACA 0 0 0 7 ALLEN BRADLEY [111 INDUCTIVE PROXIMITY SENSOR IJ I °I -14 PANEL ELEVATION E 1 r INNER DOOR LAYOUT KW O O 34 31 9 O �I III DO NOT USE UPS CLEARANCE O PANEL BACKPAN ENGRAVING SCHEDULE O NAMEPLATE NO. FIRST LINE SECOND LINE H xW xLTR DEVICE 1 SEJPA PTO 2 2 "X6 "X1" A -6OP36 2 INTRUSION BYPASS STD OTX3 /16° KEY SWITCH 4 HOFFMAN TBD STEEL SWING OUT PANEL 5 LIEBERT MICROPOD MP2 -115A UPS BYPASS SWITCH 6 POWERWARE FB020BB2ACACACA UNINTERRUPTIBLE POWER SUPPLY, 700VA 7 ALLEN BRADLEY [111 INDUCTIVE PROXIMITY SENSOR 8 ALLEN BRADLEY 1769 -L32E PROGRAMMABLE LOGIC CONTROLLER 9 ALLEN BRADLEY 199 -DR1 SYMMETRICAL DIN RAIL, 35 MM 10 PHOENIX CONTACT 3004362 UK 5 N SINGLE LEVEL TERMINAL BLOCK 11 PHOENIX CONTACT 2812018 UK 4 -TG SINGLE LEVEL TERMINAL BLOCK FOR PLUG FUSE 12 PHOENIX CONTACT 3007042 UKK5TG TWO LEVEL TERMINAL BLOCK FOR PLUG FUSE 13 GE TGK12 12 HOLE EQUIPMENT GROUND BAR 14 UNISTRUT P1723(EG) 1 -5/8" X 1 -5/8" UNISTRUT 90 15 UNISTRUT P1000T(EG) 1 -5/8" GALVANIZED UNISTRUT 16 IDEC RH2B- UL -DC24V CONTROL RELAY, 24 VDC 17 IDEC SH2B -05 RELAY SOCKET, EIGHT BLADE KW O O 34 31 9 O �I III DO NOT USE UPS CLEARANCE O PANEL BACKPAN ENGRAVING SCHEDULE O NAMEPLATE NO. FIRST LINE SECOND LINE H xW xLTR DEVICE 1 SEJPA PTO 2 2 "X6 "X1" A -6OP36 2 INTRUSION BYPASS STD OTX3 /16° KEY SWITCH NOTE: O1 ALL ENGRAVINGS SHALL BE BLACK WITH WHITE LETTERING. :311MeMA1_\Ia Oki I_\[ ITEM MANUFACTURER MODEL NO. DESCRIPTION 1 HOFFMAN A- 6OH3616SS6LP3PT NEMA 4X ENCLOSURE, 60 "H X 36 "W X 16 "D 2 HOFFAN A -6OP36 57" X 33" STEEL BACK PANEL 3 HOFFMAN D- AH1001A THERMOSTATICALLY CONTROLLED SPACE HEATER 4 HOFFMAN TBD STEEL SWING OUT PANEL 5 LIEBERT MICROPOD MP2 -115A UPS BYPASS SWITCH 6 POWERWARE FB020BB2ACACACA UNINTERRUPTIBLE POWER SUPPLY, 700VA 7 ALLEN BRADLEY 871TM- DH15NE30 -A2 INDUCTIVE PROXIMITY SENSOR 8 ALLEN BRADLEY 1769 -L32E PROGRAMMABLE LOGIC CONTROLLER 9 ALLEN BRADLEY 199 -DR1 SYMMETRICAL DIN RAIL, 35 MM 10 PHOENIX CONTACT 3004362 UK 5 N SINGLE LEVEL TERMINAL BLOCK 11 PHOENIX CONTACT 2812018 UK 4 -TG SINGLE LEVEL TERMINAL BLOCK FOR PLUG FUSE 12 PHOENIX CONTACT 3007042 UKK5TG TWO LEVEL TERMINAL BLOCK FOR PLUG FUSE 13 GE TGK12 12 HOLE EQUIPMENT GROUND BAR 14 UNISTRUT P1723(EG) 1 -5/8" X 1 -5/8" UNISTRUT 90 15 UNISTRUT P1000T(EG) 1 -5/8" GALVANIZED UNISTRUT 16 IDEC RH2B- UL -DC24V CONTROL RELAY, 24 VDC 17 IDEC SH2B -05 RELAY SOCKET, EIGHT BLADE 18 PANDUIT GiX4LG6 WIRING DUCT 19 PANDUIT G2X4LG6 WIRING DUCT 20 ALLEN BRADLEY 1492 -CH CIRCUIT BREAKER 21 CORCOM 20VK6 SURGE PROTECTOR 22 HUBBELL GF20WL DUPLEX RECEPTACLE, 20 AMP, 120 VAC 23 COOPER LIGHTING HU1024D830P LED LIGHT, 24 "L X 4.5 "D 24 - - 14 GAUGE SHELF FOR UPS 25 IDEC SERIES RTE SOLID STATE TIMER RELAY 26 IDEC RH2B- UL- AC120V CONTROL RELAY, 120 VAC 27 IDEC SH2B -O5 RELAY SOCKET, EIGHT BLADE 28 AGM DIN4000 -5 CURRENT ISOLATOR 29 NTRON 304TX -N ETHERNET SWITCH 30 HOFFMAN TED VENTILATION FAN, 100 CFM 31 ENCORE EN4SOO- 0000 - 0000 -1 AND #C4G0 ENCORE ROUTER WITH VERIZON CELLULAR MODEM 32 CUTLER HAMMER E34KFB3 KEY OPERATED SELECTOR SWITCH 33 HOFFMAN TED FILTERED LOUVER 34 POWER -ONE HD24 -4.8 -A 24VDC POWER SUPPLY 35 LAIRD CELL - ANT -3G /4G (TRA6927M3) 4G /3G MULTIBAND ANTENNA 36 HOFFMAN ATEMNO TEMPERATURE CONTROL SWITCH NOTE: THE CONTRACTOR SHALL DETERMINE MATERIAL QUANTITIES T 2.75" T DETAIL STD OT ilmi RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER rwF FIFi n nATA ID `"�, J' 9' 15 S"'� OAd a vim U w x �3 0 c V11 1fi A � i` 11 v W i O g CL C w aw woo � m ° ICI IN= a � � V 15 i .0 fO U J � EO to W U v W i O g CL aw cc ° Lu ,^ IN= V 15 i W V J G W U z � U z - W W J U ED J SHEET DRAWING 1110f 1as E -14 Z 179963 0 IRRIGATION NOTES 1, REFER TO THE PROJECT SPECIAL PROVISIONS FOR IRRIGATION SPECIFICATIONS. 2. THE IRRIGATION DESIGN LAYOUT SHOWN ON PLAN IS DIAGRAMMATIC. PIPING, VALVES, AND EQUIPMENT MAY BE SHOWN WITHIN PAVED AREAS FOR CLARIFICATION ONLY. A. CONTRACTOR SIWLL INSTALL PIPING, VALVES, AND EQUIPMENT IN PLANTING AREAS UNLESS NOTEDOTHERWISE. B. IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 3, THE CONTRACTOR SHALL VERIFY AVAILABLE HYDROSTATIC WATER PRESSURE AT THE IRRIGATION POINT OF CONNECTION PRIOR TO START OF CONSTRUCTION. ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT THAT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE REQUIRED FIELD CHANGES WITH NO CHANGES TO THE CONTRACT AMOUNT. 4, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH GRADE DIFFERENCES AND LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE CONTRACTOR SHALL EXERCISE DUE CAUTION, AND BE RESPONSIBLE FOR ANY DAMAGE, IN EXCAVATIONS AND WORK NEAR UTILITIES. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES INCLUDING THE LOCATION OF UTILRIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER PAVING AND NEAR STRUCTURES. 5, CONTRACTOR SHALL SUBMIT SPECIFICATIONS, TECHNIC& DATA. AND WARRANTIES TO THE OWNER FOR REVIEW. CONTRACTOR SHALL RECEIVE WRITTEN ACCEPTANCE OF SUBMITTALS FROM OWNER PRIOR TO BEGINNING OF IRRIGATION WORK. 6, IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM BUILDING CODE, PLUMBING CODE, ELECTRICAL CODE, AND REQUIREMENTS OF THE GOVERNING JURISDICTION. CONTRACTOR SHALL SECURE NECESSARY PERMITS AND PAY PERMIT FEES. 7. THE CONTRACTOR SHALL MAKE APPROVED CONNECTIONS FROM THE ELECTRICAL SERVICE POINTS TO THE IRRIGATION CONTROLLER IN ACCORDANCE WITH THE ELECTRICAL CODE AND UTILITY COMPANY REQUIREMENTS. 8. IRRIGATION EQUIPMENT AND PIPING LOCATED IN THE PUBLIC RIGHT -0F -WAY AND UTILITY EASEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH UTILITY COMPANIES' REQUIREMENTS FOR MINIMUM SEPARATION AND MATERIALS. 9, IRRIGATION PIPES AND CONTROL WIRES UNDER PAVING, WALKWAYS AND DRIVEWAYS SHALL BE INSTALLED IN PVC SCHEDULE 4D SLEEVES. SLEEVES SHALL BE AT LEAST TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE TO BE ENCLOSED (MINIMUM 2 -INCH SIZE). SLEEVING LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A BRASS PIN ON THE BACK FACE OF THE CURB OR PAVING, OR OTHER SIMILAR APPROVED MARKING. 10. TRENCHING AND PIPE INSTALLATION: A. BACKFILL MATERIAL FOR IRRIGATION TRENCHES SHALL BE CLEAN AND FREE OF DEBRIS, LARGE ROCKS, AND OBJECTS WITH SHARP EDGES. FINISH GRADE OF ALL TRENCHES SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. B. SAND BEDDING AND BACKFILL SHALL BE PROVIDED FOR PRESSURE MAIN LINE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. C. NO SHARED USE OF IRRIGATION PIPE TRENCHES SHALL BE ALLOWED WITH OTHER TRADES AND FOR INCOMPATIBLE USES. ELECTRICAL CONDUIT SHALL BE IN A SEPARATE DESIGNATED TRENCH. D. AT LEAST THREE INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN CROSSING IRRIGATION LINES. E. NO PIPES SHALL BE INSTALLED PARALLELAND DIRECTLY OVER ONE ANOTHER. AMINIMUMOF SIX (6) INCHES HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN PARALLEL IRRIGATION LINES TO ALLOW FOR ACCESS TO PIPES. F. DETECTABLE WARNING TAPE SHALL BE PLACED OVER ALL PRESSURE MAIN LINES. G. NOON -GRADE PIPING SHALL BE INSTALLED. 11. CONTROL WIRES SHALL BE COLOR -CODED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 12. REMOTE CONTROL VALVES: A. PLACE REMOTE CONTROL VALVES AND QUICK COUPLING VALVES TWELVE (12) INCHES AWAY FROM EDGE OF HARDSCAPE. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT HARDSGAPE. B. REMOTE CONTROL VALVES SHALL BE INSTALLED IN MANIFOLDS, WHERE POSSIBLE. MANIFOLDS SHALL BE ISOLATED FROM THE PRESSURE IAMN LINE BY BALL VALVES. THE LARGEST REMOTE CONTROL VALVE SHALL BE INSTALLED FIRST ON THE MANIFOLD, TRANSITIONING TO THE SMALLESTVALVEATTHEENDOFTHEMANIFOUO THE LINE SIZE OF THE SUBdNAIN SUPPLYING THE MANIFOLD SHALL BE THE SAME SIZE AS THE PRESSURE MAIN LINE. C. EACH REMOTE CONTROL VALVE SHALL BE INSTALLED IN ITS OWN VALVE BOX (ONE VALVE PER VALVE BOX). 13. QUICK COUPLING VALVES: A. CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES AT REMOTE CONTROL VALVE MANIFOLDS AND AS INDICATED ON PLANS. B. QUICK COUPLING VALVES SHALL BE SET AND INSTALLED IN PLANTING AREAS IN I0.INCH ROUND VALVE BOXES. C. QUICK COUPLING VALVES SHALL BE ISOLATED FROM THE MAIN LINE WITH BALL VALVES. D. THE MINIMUM SUB -MAIN LINE SIZE SUPPLYING A QUICK COUPLING VALVE SHALL BE ONE -INCH DIAMETER. 14. COORDINATE IRRIGATION WORK WITH PLANING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. 15, PLAN INDICATES BEST APPROXIMATION OF AREA TO BE RE- LANDSCAPED. ALL DISTURBED AREAS SHALL BE IRRIGATED WHETHER SHOWN ON PLAN OR NOT Y Y i j I L —� — ppp O 3/4" 10v (ACKA —I —IT 12"W (AC w� �_ L CONNECT NEW RCV TO EXISTING IRRIGATION MAIN LINE AS APPROVED BY IRRIGATION LEGEND DISTRICT REPRESENTATIVE. PUMP STATION 6..W (SR) f "n y : AV (ST-) AV (SAL) _ — _ — - _ _ _ _ T77 - I II — I —I L L F iiiiiioi T 10 "" - _ SCALE: 1"=10' – 1(AC)�— - -IO "w (ACP) 12 "W (ACP) 1 "W (ACP) _ _ _ 12 W (AGP) LIMIT OF WORK ENCOMPASSES AREA DISTURBED BY PUMP STATION CONSTRUCTION SYMBOL MANUF. DESCRIPTION / MODEL SIZE DET. 0-11 NOT SHOWN EXISTING METER - - 1 �• 12;' NOT SHOWN EXISTING BACKFLOW PREVENTER - - © HUNTER WVC -100 / BATTERY OPERATED CONTROLLER - I -C3 O HUNTER HQ -44LRC / QUICK COUPLER 1" I -H1 e HUNTER ICZ -101 / DRIP CONTROL ZONE KIT 1" LF -10 H SPEARS BLOCKED TRUE UNION / BALL VALVE 1" 1-132 PACIFIC PL. INC. PVC CLASS 2001 LATERAL LINES 1" 111, I -H1 ii LLI NETAFIM TLCV4 -1810 / DRIPPERLINE LF- 2,7,8,9,22 O NETAFIM TLSOV /FLUSH VALVE LF-0 V � 15. CONTRACTOR SHALL CUT AND TEMPORARILY CAP ALL EXISTING IRRIGATION LINES THAT ARE IN THE WAY OF THE PUMP STATION CONSTRUCTION. 9, CONTRACTOR SHALL PROVIDE TEMPORARY BY -PASS CONNECTIONS FOR EXISTING IRRIGATION PIPES THAT MUST REMAIN OPERATIONAL TO SERVE AREAS OUTSIDE PUMP STATION CONSTRUCTION AREA. 18. CONTRACTOR SHALL REMOVE AND CAP EXISTING SPRAY HEADS THAT AFFECT THE PUMP STATION CONSTRUCTIONAREA. M CONTRACTOR SHALL RECONNECT EXISTING IRRIGATION PIPING IN ORDER TO RESTORE EXISTING SYSTEM OPERATION. INCLUDING AREAS OUTSIDE PUMP STATION CONSTRUCTION AREA. 20. CONTRACTOR SHALL REPLACE EXISTING IRRIGATION SYSTEM FACILITIES WITH THE SYSTEM SHOWN ON THESE PLANS, ISEE SHEET L -2, L -3 FOR IRRIGATION DETAILS. Underground Service Alert Call: TOLL FREE 1600 (9 227-2600 (OR 811) TWO WORKING DAYS BEFORE YOU DIG VALVE KEY VALVE NO. SQ. FT. (DRIP) FLOW (GPM) 0 5' 10' 20' RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURA CY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER THE FIELD DATA. LATERAL PIPE SIZING CLASS 200 -(GPM) O 5 a 0-11 1" 11 -17 1' w 1 �• 12;' 27-37 0 O O 3759 h z 59.84 O 5 a a U � w 5 � 0 O O h z azz Q � � xd va L wU� ID aw a w z C d A 4LL1 SHEET L -1 179963 I`� V U � w � 0 O O 0 z azz Q � � a a� �q0 Q aw a w z d 4LL1 O J ii LLI U � U C7 [s1 SHEET L -1 179963 I`� V w w i 0 z azz a� Q aw z Q z 4LL1 Z J LLI � U C7 V � w w SHEET L -1 179963 2 2 2 3 3 3 , /� 4 0 �:l 5 5 - 4 4 S 3 7 5 MIN. © c 8 x Ix 11 S 1. EXPANSION COILS BEFORE WIRE SPLICES- W INCHES LENGTH MIN. 2. WATERPROOF WIRE SPLICES AT SOLENOID CV 5 - 3. REMOVE CONTROL VALVE PER LEGEND 4. FINISH GRADE . 5. PLASTIC VALVE BOX WITH LOCKING COVER SECTION 6 M N e. PVC NIPPLE - THREADS ONE END NO SCALE v V ON 7F - ]. PVC ELL - LINE SIZE' _ 8. INSTALL BOX LEVEL ON FOUR STANDARD BRICK SUPPORTS O d N NJ CK 9. W4 -INCH CRUSHED ROOK -1 CU. FT. MIN. �So 10. PRESSURE- REGULATING VALVE PER LEGEND ( PRE -SET) U6 11. PVC UNION- LATERAL LINE SIM(SCH. 80 EVE) L, ." SECTION 1. FINISH GRADE SECTION 12 FILTER PER LEGEND LO N W 1p So DIG NO SCALE 2. AMENDED TOPSOIL- REFERTO BFELB. 13.1 -INCH MIN. CLEARANCE BETWEEN PIPEAND KNOCKOUT PL 3.4 -INCH MIN. NO SCALE 1. FINISHGRADE SECTION s O 04 4. SUBGRADE 2.4 -INCH DEPTH MIN. NO SCALE NOTES: y y 1. DRIPPERLINE CROSS BARBFITTING 5, DRIPPERLINE -REFER TO IRRIGATION LEGEND 3, DRIPPERUNETUBING A. TAPE CONTROL WIRES TO MAINLINE AT 10 FEETOC. 2. DRIPPERLINE TUBING 6. DRIPPERLINE LATERAL SPACING -(18 INCHES OC. MAX) 4, BACKFILLED TRENCH (FREE OF DEBRIS) B. USE TEFLON TAPE ON ALL THREADED JOINTS. C. ATTACH YELLOW PLASTIC TAGS WRHNALVE STATION NO. IN ^' 2 -INCH HIGH NUMBERSA-ETTERS. D. HEAT BRAND BOX COVER WNALVE STATION NO. IN 24NCH HIGH NUMBERS4ETTERS. SYMBOL ON PLANS E. ALL PVC FITTINGS SHALL BE SCH 40INIPPLES SHALL BE SCH SO G. WRAP BOTTOM AND SIDES OF VALVE BOX WITH FILTER TAPE TO COVER ® OPENING. FI Gary F. Hoyt Landscape Architecture, Inc. DRAWING NUMBER REV BY PD DATE Gary F. Hoyt Landscape Architecture, Inc. MWING NUMBER REV BY PO MTE Gary F. Hoyt Landscape Architecture, Inc. DRAWING NUMBER REV BY PD DATE Gary F. Hoyt Landscape Architecture, Inc. DRAWING NUMBER I 1 PL GX JW111 1 PIL GX 1 PL GX JAN11 1 PL GX JAN 11 JAN,ll DRIPPERLINE LF -g LF-9 REMOTE CONTROL VALVE LF -10 LF -7 DRIPPERLINE TRENCHING CO DRIPPERLINE CROSS FITTINGS SUBGRADE INSTALLATION LOW VOLUME I� ro \ u 1 3 } 2 4 i 2 � l:J ✓ C4 I e k CQ `sue CQ 4 'iJ COU Di 3 O od B O w G I I G S 5 B I I 0 13 I LU SECTION 6 5 12 NO SCALE O 1. MINIMUM OFIB -INCH LENGTH OF I2 -INCH 8. SCH 40, NIPPLE L w/ a tIi RUBBER HOSE 9. SCH 45 DEGREE ELL DEGREE ELL J 2. MINAL EEG 10, NOW 8 LL Q N REFER TNALHOE (DO NOT CUT PRESSURE LATERAL LINE, REFER PRESSURE SECTION a W ADDITIONAL HOLES IN BOX) REFER TO PLAN FOR 512E 3, FINISH GRADE 1. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV NO SCALE LU 11. GRAVEL BASEAND SUMP. 2, TECHLINE START CONNECTION MALE ADAPTER AND TEE LU 4. BACKFILLMATERIAL (COMPACT GRAVEL FOR BOX 3. TECHLINE CV /A Q 5, FILTER FABRIC. WRAP LAYER BASE), FILL GRAVEL TO 4. SECTION V Z AROUND BOX, COVERING BOTTOM OF VALVE HOLES 12. POLYI PVC ADAPTER. WHEN SEELEGEN FOR SPACING NO SCALE 5. PERIMETER HEBTOHNCHES FROM EDGE 6. PERIMETER VALVE I. DRIPPERUNUUBOW 2. O 6. SCH 40, 3I0.1NOH X 12 -BARB HOSE APPLICABLE ADAPTER BRICK SUPPORTS TATERLS ]. PLUMBS CV 3. BLANK DRIPPER IPPERUNCH J 13. PRESSURE INDICATOR STAI(E - LOCATE AT TECHUUSHV OPERATION PRESSURE 4. DRIPPERLINE MALE ADAPTER ]. SCH 40, 310.1NCH BPII VALVE FARTHEST) EST POTION FARTHESTI HIGHEST POINT ERTMlE(WIF FEMALE S. PVC INSERTTEE(WI FEMALE THREADED OUTLET) S. PVC PIPE REFER TO SPECS, ` J SYMBOL ON PLAINS - REV BY PPD DATE Gary F. Hoyt Landscape Architecture, Inc. DRAWING Gary F. Hoyt Landsc ape Architecture, Inc. DRAWING NUMBER REV BY PPD MTE Gary F. Hoyt Landscape Architecture, Inc. DRAWING NUMBER RECORD DRAWING I PL OH JAN11 1 PL H JANll FLUSH VALVE LF-4 TECHLINE CV END FEED LAYOUT LF -22 LF -2 THIS RECORD DRAWING HAS BEEN PREPARED, IN MPPD PART, BASED UPON INFORMATION FURNISHED BY I PLUMBED TO PVC WITH INDICATOR RIPPERLINE START CONNECTION `PT4DSCAFe OTHERS. THE INFORMATION IS NOT GUARANTEED OYi N HI p AS CORRECT, ACCURATE, OR COMPLETE. USERS OF hFO f.N 5 O THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE U o J o SHEET DRA�PD,G APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER Ii 11 14 ° 113x{139 L -2 THE FIELD DATA. r9r a2 EOF c4o1 17S D63 PLANTING NOTES L REFER TO THE SPECIAL PROVISIONS FOR PLANTING SPECIFICATIONS. 2. CONTRACTOR SHALL PROVIDE WE AND CONVENIENT ACCESS FOR THE PUBLIC IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, SPECIAL PROVISIONS, AND APPLICABLE LOCAL CODES MD REGULATIONS DURING THE PROGRESS OF WORK. A. ALL WORK AREAS WITH PUBLIC ACCESS SHALL BE CLEANED AND LEFT IN A SAFE CONDITION AT THE END OF EACH WORKDAY. B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AT ALL TIMES UNTIL THE OWNER ACCEPTS THE WORK. 3. THE PLANTING PLAN IS DIAGRAMMATIC AND IS INTENDED TO SHOW APPROXIMATE PLANT LOCATIONS AND QUANTITIES. QUANTITIES INDICATED IN THE PLANT LEGEND ARE PROVIDED FOR INFORMATION PURPOSES ONLY. PLANT SYMBOLS SHALL TAKE PRECEDENCE OVER PLANT QUANTITIES. 4. CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING AND ARCHITECTURAL SITE PLANS FOR PRECISE UTILITY, GRADING AND DRAINAGE INFORMATION. A. LOCATION OF UTILITIES AND CONSTRUCTION ITEMS SHOWN ON PLANS INCLUDING, BUT NOT UNTIED TO STREET LIGHTS AND CONDUIT, PULL BOXES, DRAIN INLETS, SIGNS, HYDRANTS, TRANSFORMERS, ETC.AREAPPROXIMATE. B. CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS AS REQUIRED TO DETERMINE LOCATION OF UNDERGROUND UTILITIES AND IMPROVEMENTS. FIELD INVESTIGATION TO LOCATE UTILRIES SHALL BE PART OF CONTRACTOR'S BID. AND NO CHANGE TO THE CONTRACT MOUNT WILL BE PERMITTED FOR THIS WORK. 5, CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO START OF WORK. NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IF FIELD CONDITIONS DIFFER FROM PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING WORK, AND ASSOCIATED COSTS, DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES BETWEEN PLWS AND FIELD CONDITIONS. 6. SUBMIT TWO COPIES OF THE AGRONOMIC SOILS REPORT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. T. PLANT MATERIALS SHALL BE ACCEPTED OR REJECTED BY THE OWNER'S REPRESENTATIVE ANDIOR LANDSCAPE ARCHITECT AT THE PROJECT SITE PRIOR TO PLANTING. THE CONTRACTOR SHALL IMMEDIATELY REMOVE REJECTED PLANT MATERIAL FROM THE SITE WITH NO CHANGE TO THE CONTFACTAMOUNT. 8. PLACEMENT OF TREES AND SHRUBS SHALL BE REVIEWED AND ACCEPTED BY THE OWNER'S REPRESENTATIVE ANDIOR LANDSCAPE ARCHITECT PRIOR TO DIGGING PLANT PITS. PI-MR CONTAINER SIZES SHOWN ON PLANS ARE MINIMUM SIZES. PLANT MATERIAL SHALL NOT BE ROOT -BOUND AND SHALL HAVE BEEN GROWN IN NURSERY CONTAINERS FOR A MINIMUM OF SIX MONTHS, 8. PLANTS SHALL BE FREE OF PESTS, DISEASES AND DEFORMITIES. THE LANDSCAPE ARCHITECT WILL REJECT PLANTS WITH BROKEN BRANCHES OR DAMAGED TRUNKS. CONTACTOR SHALL REMOVE DAMAGED PLANTS FROM THE JOB SITE, AND REPLACE THEM WITH HEALTHY SPECIFIED PLANTS. TREES SHALL NOT BE TOPPED. 10 CONTACTOR SHALL INSTALL ROOT CONTROL BARRIERS WITH TREES IN ACCORDANCE WITH THE SPECIAL PROVISIONS. ROOT BARRIERS SHALL BE PLACED ADJACENT, AND PARALLELTO, EDGES OF HARDSCAPE IMPROVEMENTS (NOT ENCIRCLING FOOTBALL). 11.IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. AND ALL PLANTING AREAS SHALL BE COMPLETELY WATERED TO A MINIMUM DEPTH OF TWELVE (12) INCHES BEFORE START OF PLANTING WORK. CONTRACTOR SHALL COORDINATE LOCATION OF PLANTS WITH IRRIGATION EQUIPMENT AND PIPING. 12.THE CONTRACTOR SHALL ESTABLISH FINAL GRADES PRIOR TO START OF PLANTING WORK PLANTING AREAS SHALL BE FREE OF WEEDS AND SURFACE ROCKS AND CLODS. AFTER COMPLETION OF PLANTING WORK, CONTRACTOR SHALL FINE GRADE ALL PLANTING AREAS AND REMOVE ROCKS, CLODS, CONTAINERS AND DEBRIS. 13.UPON COMPLETION OF PLANTING OPERATIONS, CONTRACTOR SHALL REMOVE ALL DEMOLITION ITEMS, TRASH AND DEBRIS, REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS. AND THOROUGHLY CLEAN THE WORK AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL DISPOSAL OF ALL MATERIALS IN ACCORDANCE WITH APPLICABLE LOCAL CODES AND REGULATIONS. 14.00NTRACTOR SHALL PROTECT IN PLACE EXISTING IRRIGATION IMPROVEMENTS AND PLANT MATERIAL INDICATED ON PLANS TO REMAIN. ANY EXISTING PLANT MATERIAL OR IRRIGATION EQUIPMENT AND PIPING DAMAGED OR REMOVED DUE TO CONSTRUCTION SHALL BE REPAIRED OR REPLACED PRIOR TO ACCEPTANCE OF THE PROJECT BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 1 SPLAN INDICATES BEST APPROXIMATION OF AREA TO BE REiANDSCAPED. ALL DISTURBED AREAS SHALL BE PLANTED WHETHER SHOWN ON PLAN OR NOT, ENCOMPASSES AREA DISTURBED BY PUMP PLANTING LEGEND STATION CONSTRUCTION SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. DET. © LIGUSTRUM JAPONICUM WAXY LEAF PRIVET 5 GAL 14 P -1 2 ROTUNDIFOLIUM' Z p b A � ® LANTANA MONTEVIDENSIS TRAILING LANTANA FLATS @ AS P -5 'NEW GOLD' 3 12" D.C. NEEDED Gw SCALE: VI 10' 0 5' 10' 20' RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER w U 1 J) O PLANT SPACING SCHEDULE 0 N 2 Y Z p b A � a� ON CENTER SPACING ROW SPACING SET BACK U m m v 3 C7 Gw 'A' 'B' C. 1 J/ 4 0 6.. 7.. 7.. Z G VI 101/2" 11" ti J— 1' B" 10401 1' -O. Z_ C) LU z 2 %0" 1' -9" V -B" o_ 3. D.. 2.6.. 2. -6.. III 5' -6" -III _ 11 1 -1 111 - 10.6.. B. S 1. SHRUB '® 1D •mp •�I` 2. GRADE SECTION 3. TEMPOMRD WATERING BASIN ANO BERM NO SCALE TEMPORARY AT RANG BASIN AND BERM ,ffi 4. FINNAN GRACE 19 19 P S. ROOT BALL T SET ON FIRM NATIVE SOIL S. LETS - REFER (BJNCN DEPTH MAX) {$ fg T. BACKFIZERTAB BAGKFI LL MIX -RIF TO SPECIFICATIONS � � � � � � � � S. SIDES AND PLANT PIT - SCARIFY BIDER AND BOTTOM C 9. THREE TIMES DIAMETER OF FOOTBALL 10. DEPTH OF ROOT BALL (MINUS I INCH) PLANTER EDGE(TYP.) NOTES A. REMOVE WATERING BASIN PRIOR TO END OF MAINTENANCE PERIOD. B. SLASH ROOT BALL VERTICALLY ON FOUR SIDES D -INCH DEEP) PRIOR TO PLANTING. NOTE: C. TAMP BAGKFILL MIX LIGHTLY TO REMOVE AIR POCKETS IN SOIL. ALL GROUND COVER AREAS SHALL RECEIVE MULCH-REFER TO SPECS. REV BY APPD DATE Gary F. Hoyt Landscape Architecture, Inc DRAWING NUMBER REV BY APPD DATE Gary F. Hoyt Landscape Architecture, Inc DRAWING NUMBER 1 PL GX MAY OB 1 PL GH JUNEOT P_q I P -5 SHRUB PLANTING GROUNDCOVER PLANTING SCALE: VI 10' 0 5' 10' 20' RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THE INFORMATION IS NOT GUARANTEED AS CORRECT, ACCURATE, OR COMPLETE. USERS OF THIS RECORD DRAWING ARE ADVISED TO PERFORM INDEPENDENT VERIFICATION OF ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ONLY UTILITIES SHOWN IN THE PROFILES HAVE BEEN ADJUSTED PER w I J) O M 0 N xxc Y Z p b A � a� w Q U m m v mOJm C7 Gw Cq .P. d 0 ' 0 Z G ii U ti C SSHEE, en l DRAIPMG ff ♦-4 179988 I J) w M LU V p LU A � 0 �a C0 Q J Gw Cq .P. d 0 ' 0 Z J ii U J C Di SSHEE, en l DRAIPMG ff ♦-4 179988 J) LU V p LU z 0 �a C0 Q J aw 0 ' 0 Z J J U Q Z_ C) LU z J o_ SSHEE, en l DRAIPMG ff ♦-4 179988