Loading...
2012-117 SI (Plans)WATER NOTES (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. (2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. (3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. (4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. (6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. (7) INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. (8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. (9) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS –OF –WAY. (10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS –OF –WAY, CITY OF ENCINITAS RIGHTS –OF –WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. (11) PRIOR TO AWARDING WATER LINE CONTRACT, CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. (12) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (13) FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. (14) APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON– EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. (15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. (16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT –OF –WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. (17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. (18) UTILITIES TO MAINTAIN MINIMUM 5 –FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (19) CONTRACTOR IS RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. (20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. (21) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 –FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 –FOOT PIPE LENGTHS WITH DEP EC11ON COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL, BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 –FOOT PLAIN END PIPE LENGTH TO FOIJM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS ''MBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. (22) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO –LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO –LEAD BRASS PARTS. (23) ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. NOTE TO CONTRACTOR INSTALL TWO —SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. NOTE TO CONTRACTOR INSTALL 4 BRONZE COMMERCIAL FIRE HYDRANTS AT LOCATIONS INDICATED. MINIMUM GPM SHALL BE 2,500 GPM. INSTALLATION SHALL BE AS PER SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. UnaeVoana servlee Alert. ENCINITAS FIRE DEPARTMENT a �100p6 REVIEWED BY: CALL TOLL FREE t 811 L$ 1- no I DM � m m DATE: REVISIONS APPROVED I DATE REFERENCES IRl_1111111 TYPICAL SECTION (WARWICK NTS 0 0 z 24' 5 s; i F � v PROP. 20' ESMT IT TYPICAL SECTION NTS #1048 ENC -48 2.5" CITY OF ENCINITAS BRASS DISC IN NW CORNER OF CONC. DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE 5 AT THE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL. N 1958415.809 E 6245055.513 CCS 83. 1991.35 EPOCH PER ROS 18416 A FE \ u� FT Jf l " AI,:=y CAP & BLOWOFF, PER WAS WP -04 TO SALVAGE AND I WATER DISTRICT NSITE IMP. PLANS C -3.2, 10630 –G) IP Mme" PLANS FOR THE CONSTRUCTION OF POTABLE WATER IMPROVEMENTS FOR THE ENCINITAS COMMUNITY PARK p4401 'kpN 'ANV X. NOTE TO CONTRACTOR SEE SPECIFICATIONS 'r y FOR ORDER OF WORK E C, `sw <tl"z0 k i w } \ KEY MAP SCALE: 1"=300' i ABBREVIATIONS AC = ASPHALT CONCRETE FL = FLOWLINE R/W = RIGHT OF WAY CITY IN OF THE ENCINITAS CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY = GATE VALVE = HORIZONTAL GENERAL CONSTRUCTION NOTES I N D E X Q1 CONSTRUCT 8" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 1,250 LF INV CONSTRUCT 12" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 2,735 LF Q3 INSTALL 12" x 8" TEE & THRUST BLOCK PER WAS Wi -01 1 EA ® INSTALL B" TEE & THRUST BLOCK PER WAS WT -01 1 EA Q5 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 14 EA © INSTALL 12" TEE & THRUST BLOCK PER WAS WT -01 3 EA Q7 INSTALL 8" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA ® INSTALL 8" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA Q9 CONSTRUCT FIRE HYDRANT ASSEMBLY PER WAS WF -01 4 EA 10 CUT –IN 12" TEE W/ THRUST BLOCK PER WAS WT –Ot 1 EA 11 INSTALL 12" x 8" REDUCER 1 EA 1© REMOVE EXIST. WATER LINE & APPURTENANCE 520 LF 13 INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 3 EA 14 INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 2 EA 16 CONSTRUCT 1" SERVICE W/ RP PER WAS WS -01, WR -01, WC -17 3 EA 17 INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA 18 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA 19 PLUG & INSTALL TEMP. BLOWOFF & THRUST BLOCK PER WAS WT -01, WB -05 3 EA ©0 REMOVE EXIST. PLUG & CONNECT AS REQUIRED 1 EA 21 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02, WC -17 2 EA 0 CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 9 EA © POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 3 EA ® CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ 316 STAINLESS STEEL RESTRAINING HARNESS 2 EA © CONSTRUCT BLOW –OFF PER WAS WB -01, WC -17 7 EA © CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 1 EA © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 1 EA 8 CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/G -25 70 LF * PIPE ZONE IMPORTED GRANULAR MATERIAL PER TECHNICAL SPECIFICATIONS SPECIFICATION CHANGE FOR WAS SECTION 02223: PART 2 MATERIALS 2.02 IMPORTED GRANULAR- MATERIAL – PIPE ZONE A. The last paragraph of this section shall be replaced with: 1 The P' Zone. The pipe zone is defined as that area extending from 6 inches below the bottom of IDg P P 9 the pipe grade to 12 inches over the crown of the pipe, and the trench width as defined under excavation above. The Imported Granular Material shall have a sand equivalent of not less than 30 and shall be free from clay balls. Under no circumstances will decomposed granite or native earth backfill be allowed or used in the pipe base or pipe zone areas. Imported sand shall have the following gradation: Sieve Size Percent Passing by Weight 1/2 –inch 100 No. 4 75 -100 No. 16 35 -75 No. 50 10 -40 No. 200 0 -10 The area shall be carefully compacted to 90 percent of maximum density at optimum moisture content. Compaction shall be obtained by mechanical means, or if approved by the Engineer, by using excess water and passing a vibrator between the pipes and side of trench. NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND NOTIFY CITY IMMEDIATELY OF ANY PERCEIVED DISCREPANCIES. #1047 CADT 11 —DC 3.5" CA. DEPT. OF TRANSPORTATION ALUMINUM DISC IN SIDEWALK OVER THE SE END OF THE NE ABUTMENT OF THE MCKINNON AVE BRIDGE OVER INTERSTATE 5. N 1956319.791 E 6246846.538 ARHM BC = ASPHALT RUBBERIZED HOT =BEGIN CURB MIX GV HORIZ. = GATE VALVE = HORIZONTAL SDRSD = S D REGIONAL SHEET STANDARD DRAWINGS I N D E X A P N & ADDRESS BCR = BEGIN CURB RETURN INV = PIPE INVERT ST LT = STREET LIGHT 5.6 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. 13.6 BTM = BOTTOM OF PIPE LIP = GUTTER LIP TB = TOP OF BERM 11.9 2. STATE OF CALIFORNIA STANDARD PLANS-MAY 2006. 29.0 CAB = CRUSHED AGGREGATE BASE PCC = PORTLAND CEMENT CONCRETE TC = TOP of CURB SHEET 1 — TITLE SHEET HALL PROPERTY CMP = CORRUGATED METAL PIPE PCR = POINT OF REVERSED CURVE VERT. = VERTICAL SHEET 2 — WATER PLAN /PROFILE EXIST TELEDHONE EC = END CURVE PP = POWER POLE WAS = WATER AGENCIES STANDARDS APNs: 260 - 650- 01 -00, 260 - 181- 37• -00, ECR = END CURB RETURN PVC = POLYVINYL CHLORIDE PIPE (72.89) = EXISTING ELEVATION SHEET 3 — WATER PLAN/PROFILE 260 - 181- 56 -00, 260 - 181- 59 -00, 260 - 181 -91 R EP EXIST. = EDGE OF PAVEMENT = EXISTING PVMT (R) = PAVEMENT = RADIAL BEARING PROPOSED WATER LINE WP -02 SHEET 4 — WATER PLAN /PROFILE 96, 260 - 181 -63 THRU 64, 260 - 181 -71 THRU 74 FH = FIRE HYDRANT REQD. = REQUIRED WATER METER WS -01, WC -17 SHEET 5 — WATER PLAN /PROFILE THRUST BLOCK WT -01 BLOW -OFF WB -01, -02, WC -17 ­0 REDUCER BENCHMARK SCALE — BASIS OF BEARING PLANS PREPARED UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT APPROVALS DESCRIPTION: OC 0019 MCE CONSULTANTS RECOMMENDED APPROVED LOCATION: SEE SHEET C -0.1 THE BEARINGS SHOWN HEREON ARE BASED ON 111 CORPORATE DR., #210 HORIZONTAL AS SHOWN THE CENTERLINE OF SANTA FE DRIVE BEING LADERA RANCH, CA 92694 04/09/12 " NORTH 89'59 47 EAST AS SHOWN ON RECORD PH: 94 PH: 949.542.7220 FAX: 49.542.7230 DATE: BY: BY: COUNTY VERTICAL AS SHOWN OF SURVEY 15762. EM AIL CECONSULTANTS.NET R.C.E. N0. 23971 ENGINEER NAME ----- - - - - -- RECORD FROM: OF SAN DIEGO •��1e"— 12/31/2013 DATE: DATE: �•lL ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE EXP. I NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED VICINITY MAP NO SCALE WORK TO BE DONE ANCHOR BLOCK SIZES (CUBIC FT.) THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: 1 33.75' STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (2010 EDITION), 1.9 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2006. 5.6 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. 13.6 5. WATER AGENCIES STANDARDS - STANDARD SPECIFICATIONS FOR POTABLE WATER, RECYCLED WATER AND SEWER FACILITIES - FEBRUARY 1, 200& 4.0 STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS, AUGUST 2009. 11.9 2. STATE OF CALIFORNIA STANDARD PLANS-MAY 2006. 29.0 3. SAN DIEGUITO WATER DISTRICT STANDARD Pi ANS. 10.9 4. WATER AGENCIES STANDARDS. DESCRIPTION :' &WBOL EXIST CABLE TELEVISION LINE CTV EXIST WATER LINE WAT EXIST SEWER LINE SEW — EXIST ELECTRICAL E EXIST TELEDHONE TEL EXIST GAS MAIN GAS — EXIST STORM DRAIN SD EXIST CONTOURS EXIST RIGHT -OF -WAY LINE PROPOSED RIGHT -OF -WAY LINE PROPOSED CONTOURS 60 GRADED SLOPES 6565 PROPOSED SPOT ELEVATIONS PROPOSED WATER LINE WP -02 FIRE HYDRANT WF -01 -K>I- GATE VALVE WV -02 0 AIR VAC RELEASE VALVE WA -01, -02 —p WATER METER WS -01, WC -17 ❑ BACKFLOW PREVENTER WR -01 THRUST BLOCK WT -01 BLOW -OFF WB -01, -02, WC -17 ­0 REDUCER CUT & PLUG EXIST. WATER WP -03 — THRUST BLOCK SIZES (80. FT.) ANCHOR BLOCK SIZES (CUBIC FT.) 11.25' 1 22.5' 1 33.75' 45' 90' TEE REDUCER 8" 1.9 3.8 5.6 7.4 13.6 9.6 10 >9 12" 4.0 8.0 11.9 15.7 29.0 & 20.5 10.9 �oFESSi Q W ANCHOR BLOCK SIZES (CUBIC FT.) 11.25' 22.5' 33.75' 45' 90' TEE REDUCER 8" 27 54 80 106 195 138 138 12" 58 114 170 224 415 138 138 �oFESSi Q W NOTE TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION, AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY CONFLICTS /DISCREPANCIES. n WATER EASEMENT TO SDWD PER DOC. NO. 88- 086040, RECORDED 2/25/1988, O.R. EXIST. 12" ACP WATER MAIN PER WO- 63 -FRWY /_ vw SCALE: 1 " =40' 0 40 80 FLEX TRANSITION COUPLING W/ 316 STAINLESS STEEL RESTRAINING HARNESS REMOVE EXIST. °i -i MAR PER WAS R / / REMOVE EXIST.[ / METERS & SERVICES EASEMENT TO SDWD Z DOC. N0. - - - -- z -023 5 -q0 c.4 /Z4IiR'fi I PROP. 12" PVC WA AUF WAILK v DETAIL "A" NTS UndwVowid Service Alat ENCINITAS FIRE DEPARTMENT ® mm mo R R D BY: CALL L TOLL FREE 1.8 11 811 l ono game i ms eve m m DATE: REVISIONS APPROVED DATE REFERENCES i I "A -1" - SHEET DI 14 +00 15 +00 16 +00 1 +00 +00 8" PVC WATER MAIN - LINE "A -5" 410 PRESSURE ZONE m. 1 1 PROP. 12 PVC RECLAIMED q —..._ 1 1 WATER PER SEPARATE PLAN b.., 1 � a► � --._., E PCC ���\ r....... "... PL _ AT 5 a ! 20 EASEMENT TO SDWD 12+98.40 PER DOC. N0. 2n12_�a 3951 ®�' r k _e._.. w '--EXIST. RW ESMT TO SEJPA- ` �_ PER F/P-W- 09'561"14.,,, -- — — --- - - - - -- 2 ,rte..,... "�.,...., — -- C�1� �? -1 DQ_-- _ —_ - -- _ -- 2 PROP. 12" PVC RECLAIMED - - - - -- — � V�. - WATER PER SEPARATE PLAN 0 PRC EC �" r vmC woe 12 "x8" TEE _/ / \ E STA 17+30.42 e, — "t 00.00 LIN I' n n _ G _ II _ 1 I II —5EE SHEET D ®5 ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE M° FLG. ELEV \ CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER t I II° I ® LINES PROTECT EXISTING METERS UNTIL REMOVED. ® LINE o �'"""~�,,.,,..,..,�� I ® 12.7 ' I - , SCALE: 1 " =40° 0 40 80 CONSTRUCTION NOTES 21 CONSTRUCT AIR VAC RELEASE VALVE IPER WAS WA -02, WC -17; �t CONSTRUCT 8" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 11 INSTALL 12" x 8" REDUCER © CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 " 12 FLG TEE W/ �} PROP. 12 PVC WATER LINE /CURVE DATA CONSTRUCT R L BEARING /Q QA - 73.41 N00'00'56 "E QB - 62.58 N11'15'56 "E © 262.00 162.40 35'30'56" QD 932.00 321.61 19'46 "16" Q 394.00 82.08 11'56'11" t / 109.65 N35'23'04 "W © .1,653.00 i 106.56 3'41'36" Q5 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 oee °Fessi °Na 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW &THRUST BLOCK PER WAS WT-01 CONSTRUCT BLOW -OFF PER WAS WB -01, WC -17 ; g © INSTALL 12 " LINE "A" 16 / " 1 SERVICE W/ SEE RI T © CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 AR 2 / SEE DETAT " " HEREON GVo I B n i �E A 11 +35.99 10 +00.00 LINE "A 1" LI / EE I / I "A -1" - SHEET DI 14 +00 15 +00 16 +00 1 +00 +00 8" PVC WATER MAIN - LINE "A -5" 410 PRESSURE ZONE m. 1 1 PROP. 12 PVC RECLAIMED q —..._ 1 1 WATER PER SEPARATE PLAN b.., 1 � a► � --._., E PCC ���\ r....... "... PL _ AT 5 a ! 20 EASEMENT TO SDWD 12+98.40 PER DOC. N0. 2n12_�a 3951 ®�' r k _e._.. w '--EXIST. RW ESMT TO SEJPA- ` �_ PER F/P-W- 09'561"14.,,, -- — — --- - - - - -- 2 ,rte..,... "�.,...., — -- C�1� �? -1 DQ_-- _ —_ - -- _ -- 2 PROP. 12" PVC RECLAIMED - - - - -- — � V�. - WATER PER SEPARATE PLAN 0 PRC EC �" r vmC woe 12 "x8" TEE _/ / \ E STA 17+30.42 e, — "t 00.00 LIN I' n n _ G _ II _ 1 I II —5EE SHEET D ®5 ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE M° FLG. ELEV \ CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER t I II° I ® LINES PROTECT EXISTING METERS UNTIL REMOVED. ® LINE o �'"""~�,,.,,..,..,�� I ® 12.7 ' I - , SCALE: 1 " =40° 0 40 80 CONSTRUCTION NOTES 21 CONSTRUCT AIR VAC RELEASE VALVE IPER WAS WA -02, WC -17; �t CONSTRUCT 8" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 11 INSTALL 12" x 8" REDUCER © CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 " 12 FLG TEE W/ �} PROP. 12 PVC WATER LINE /CURVE DATA CONSTRUCT R L BEARING /Q QA - 73.41 N00'00'56 "E QB - 62.58 N11'15'56 "E © 262.00 162.40 35'30'56" QD 932.00 321.61 19'46 "16" Q 394.00 82.08 11'56'11" t - 109.65 N35'23'04 "W © .1,653.00 i 106.56 3'41'36" Q2 CONSTRUCT 12" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 1© REMOVE EXIST. WATER LINE & APPURTENANCE © POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 2 -12" GV FLG x PO Q3 INSTALL 12" x 8" TEE & THRUST BLOCK PER WAS WT -01 1© INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 ® CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ 1 -12" GV FLG x FLG ® INSTALL 8" TEE & THRUST BLOCK PER WAS WT -Ot IS INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 316 STAINLESS STEEL RESTRAINING HARNESS Q5 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 oee °Fessi °Na 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW &THRUST BLOCK PER WAS WT-01 CONSTRUCT BLOW -OFF PER WAS WB -01, WC -17 ; g © INSTALL 12 " �`�" �,PRD A. M0 F� TEE &THRUST BLOCK PER WAS WT-01 o 16 CONSTRUCT " 1 SERVICE W/ RP PER WAS WS -01, WR -01, WC -17 © CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 AR O7 INSTALL 8" 90' D.I. ELBOW & THRUST BLOCK PER WAS Wi -Ot m 1© INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 THRUST BLOCK - 977 1 ® CONSTRUCT TRENCH RESURFACING PER SDRSD NO G- 24/G -25 2" 8" D I FLG PO REDUCER SEE SHEET 1 FOR SIZE ® I INSTALL 8" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 - -31 -13 18 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 1 x x Q9 C CONSTRUCT FIRE HYDRANT ASSEMBLY PER WAS WF -01 � � 19 PLUG &INSTALL TEMP. BLOWOFF &THRUST BLOCK PER WAS Wi -01, WB -05 * W/ RESTRAINER D DETAIL B srgTFO iVl F ** SEE SHEET 1 FOR THRUST /ANCHOR BLOCK SIZES N " © F °RNP * NOTE TO CONTRACTOR: NTS 10 CUT -IN 12 TEE W/ THRUST BLOCK PER WAS WT -01 FCAU REMOVE EXI PLUG & Q PLACE AIR VAC RELEASE VALVES AND BLOWOFFS IN THE NEAREST LANDSCAPE /PLANTER AREA, DATE BENCHMARK SCALE BASIS OF BEARING PLANS PREPARED UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS SAN DIEGUITO WATER DISTIR DESCRIPTION: OC 0019 MCE CONSULTANTS RECOMMENDED APPROVED THE BEARINGS SHOWN HEREON ARE BASED ON 111 CORPORATE DR., #210 PUBLIC IMPROVEMENT PLANS FOR: WATER PLAN AND PROFILE LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN THE CENTERLINE OF SANTA FE DRIVE BEING LADERA RANCH, CA 92694 09 12 04 ENCINITAS COMMUNITY PARK PH: 949.542.7220 DATE: / / BY: BY r NORTH 89'59 47 n EAST AS SHOWN ON RECORD FAX: 49.542.7230 ENGINEER NAME VERTICAL AS SHOWN OF SURVEY 15762. EM AIL�CECONSULTANTS.NET R.C.E. N0. 23971 POTABLE WATER IMPROVEMENTS RECORD FROM: COUNTY OF SAN DIEGO ," ZS.la EXP. 12/31/2013 DATE: DATE: 845-IL ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED WORK PROJECT N0. 04 —�97 MUP/DR /CDP/EIA DRAWING N0. p .m 3 �+ z 308 C-4 C14 zN Wz a;61,q ® �o�irn Lu W- X SHEET 2 OF 5 �QI DRAWING N0. p .m 3 �+ z 308 C-4 C14 zN Wz a;61,q ® �o�irn Lu W- X SHEET 2 OF 5 �QI Underground Service Alert G&LEFUNTEec CALL TOLL FREE 811 001100101 ReR eeaa RO m REVISIONS s _,..,,_yi,.,..,_ ..............� „_ii_„ _, ............. � TER T _ - EXIST. RW ESMT TO SEJPA --- °' EXIST. 10' _T TO SDID PER F/P 1997 - 0156111 - -- 4M1%LM1 - .,.... _ _. EXIST.'12! -" "CCP WATER MAIN PL w __ _., w:a. PER W0=a3 -... -. — ,__...,,...._,,,.. , _...., .,_. ..� _ _ � e _.._.9„� "- - +�- -.,,^c \ \ EXIST. 30' ROAD & UTIL _.., X _ ..,, _ _... �-m v v v v v v ° v ESMT PER 2184/400 -- r it "" mr r Rv t Rv ,r Rv \ \ \ \ CONNECT — — _ — it Rw it Rw \ 4 \ \ \ N --------------------------------- - - -�'r \f \ . °� \ \ \ CONTRACTOR TO LINE A -3" PROP. 12" PVC RECLAIMED — \ \ \ \ \ \ REMOVE /ABANDON / ;rye WATER PER SEPARATE PLAN 20 EASEMENT TO SDWD \ \ \ \ \ \� \ EXIST. 15 ESMT TO SDID WV 1 / i I- • PER DOC. NO. 2012 = ®7.3471® \ \ \ s \°�o �\ EXIST. WATER SERVICES PER FILE NO. 1711421 / • PRC H \ \ \ \ \ 195.01 FS / I ! ---- - - - - -- — - RECLAIMED v \ r C v \ X15 .89 PROP 12 PVC WATER PER SEPARATE PLAN \` !� I2-4 -- — Vi4+44.0 1 / 19 0— 16s*n // I SCALE: 1"=40' 0 40 80 ENCINITAS FIRE DEPARTMENT FAT:: �'Td7i c7 I DATE: APPROVED DATE REFERENCES THRUST BLOCK - SEE SHEET 1 FOR SIZE (TYP.) 12 "x8" FLGxPO TEE W/ - ,.,.....,.,.., PL ..... ;, - __. ��- - �_„W -.„„ � 2 -12" GV FLG x PO .. 20 EASEMENT TO SDWD PER DOC. NO 2.0i2.:_- LINE "A -3" SEE PROFILE BIC PROP, 8" ML LINE /CURVE DATA O1 R LI LINE /CURVE DATA O1 R L BEARING /Q © 1,653.00 106.56 3'41'36" QH 1,756.00 307.55 10'02'05" QI - 190.05 N29'02'34 "W QJ 1,565.00 258.06 9'26'51" QK 1,000.00 53.43 3'03'41" © - 1 36.30 N35'25'45 "W QM 1,000.00 70.22 4'01'24" ® - 1 87.76 N52-47'29 "E DATE CONSTRUCTION NOTES O1 CONSTRUCT 8" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 Q2 CONSTRUCT 12" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 Q3 INSTALL 12" x 8" TEE & THRUST BLOCK PER WAS WT -01 ® INSTALL 8" TEE & THRUST BLOCK PER WAS WT -01 Q5 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 pROFFSs A. © INSTALL 12 " TEE & THRUST BLOCK PER WAS WT -01 (�7 INSTALL 8" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 ® INSTALL 8" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 x n99 CONSTRUCT FIRE HYDRANT ASSEMBLY PER WAS WF -01 10 CUT -IN 12" TEE W/ THRUST BLOCK PER WAS WT -Ot BENCHMARK SCALE BASIS OF BEARING DESCRIPTION: OC 0019 THE BEARINGS SHOWN HEREON ARE BASED ON LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN THE CENTERLINE OF SANTA FE DRIVE BEING NORTH 89'59'47" EAST AS SHOWN ON RECORD VERTICAL AS SHOWN OF SURVEY 15762. RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 1" PRIVATE WATER PER : PARATE ON -SITE PLAN MUIR ENRON EXIST. 30' ROAD & UTIL. ESMT PER 2315/78 STA 2 • 12 + L J 29.68' 1 00 00 LI E - " F 113. E SEE DETAIL "C" HEREON • ayd 11.1 up DETAIL /IC11 k�l SEE ON -SITE IMPROVEMENT YAR PLANS FOR LIMIT OF REMOVAL PROP, 12" PVC WATER 11 INSTALL 12" x 8" REDUCER 2Q CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02, WC -17 12" FLG TE> W/ 1© REMOVE EXIST. WATER LINE & APPURTENANCE © CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 3 -12" GV FLG x PO 1© INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 © POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 14 INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 ® CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 I 316 STAINLESS STEEL RESTRAINING HARNESS B 16 CONSTRUCT 1" SERVICE W/ RP PER WAS WS -01, WR -01, WC -17 © CONSTRUCT BLOW -OFF PER WAS WB -01, WC -17 THRUST BLOCK - „ A 1© INSTALL 12 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 © CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 AR SEE SHEET 1 FOR SIZE (TYP.) 18 INSTALL 12" 11.25' D.I. ELBOW &THRUST BLOCK PER WAS WT -01 © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 DETAIL IRcR9 19 PLUG & INSTALL TEMP. BLOWOFF & THRUST BLOCK PER WAS WT -01, WB -05 ® CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/13-25 NOTE TO CONTRACTOR: REMOVE EXIST. PLUG &CONNECT AS REQUIRED * PIPE ZONE IMPORTED GRANULAR MATERIAL PER TECHNICAL SPECIFICATIONS PLACE AIR VAC RELEASE VALVES AND BLOWOFFS ** SEE SHEET 1 FOR THRUST /ANCHOR BLOCK SIZES IN THE NEAREST LANDSCAPE/PLANTER AREA. SDWD W10-150 PLANS PREPARED UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS SAN DIEGUITO WATER DISTIRCT DRAWING NO® cli MICE CONSULTANTS RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: "S% ¢nca�a°o 0w 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 BY: WATER PLAN AND PROFILE �w °qp`, BY: ENCINITAS COMMUNITY PARk 1 zo<oq FAX: 949.542.7230 NSULTANTS.NET R.C.E. N0. 23971 ENGINEER NAME ----- - - - - -- _ POTABLE WATER IMPROVEMENTS wlm �Qw�0 - \`l /��EM(1AILOh1yC�EpCAOnA � 111`V��c 12/31/2013 DATE: DATE: g•L��[L SHEET 3 OF 5 EXP. RICHARD A. MOORE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED WORK PROJECT NO. 04 -197 MUP�DR�CDP�EIA �`� ° <z< ���_,�� � 3 io SCALE: 1"=40' 0 40 80 29 +00 W 32 +00 FOOD 34 +00 ., .. -„ w.., INTERSTA TE 5 __....... , PL EC + PROP. 12" PVC RECLAIMED f BC WATER PER SEPARATE PLAN M N 0 29+24.88 IR -_ - - - - - - - - _ _ - EC 20' EASEMENT T0 SDWD 0 - -- 9 04 -- ��_ + PER DOC. N0. ZQ� ®x3gs�o f / EC. _ - - -- - - - - - -- - - -- _ 0 -Alvi /tom PLUG BC 1+25.0 + t 9 STA 0 - `` / 45, 1+ PRC 2 ��\ \ \��a R A + i LINE" - -_ ` (V underFmna Service Alert ENCINITAS FIRE DEPARTMENT TOLL WED BY: CALL TOLL FREE 811 Feu � I ms evm mo m DATE: REVISIONS APPROVED DATE REFERENCES 4 - - -PROFILE 00 - G / \\ EC + LINE /CURVE DATA R R L BEARING/,L QM 1,000.00 70.22 4'01'24" Q - 18.70 N31'24'21 "W 0 1,590.50 72.27 2'36'13" © 380.00 132.68 20'00'17" ® - 1 68.85 N8'47'51 "W ® 258.00 1 88.27 19'36'10" a / 12" FLG TEE W/ 2" GV FLG x PO i i i T7T*7' -Am 3 LEA.1 EXIST.-POWER-POLE __,,.__......,.,_.... TO- BE_REMOVED PER SEPARATE ON- SITE`PLAN° w- 9Ci° "ELBOW A 35+72.1 �\ 12" PVC RECLAIMED PER SEPARATE PLAN ...... 12" FLG TEE W/ 3 -12" GV FLG x PO 1 +00 2 +00 12" PVC WATER MAIN - LINE "Aa2" 410 PRESSURE ZONE NOTE TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH AND LOC':,110N OF ALL EXISTING UTILITIES PRIOR TO START E CONSTRUCTION, AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY CONFLICTS/DISCREPANCIES, PROFILE SCALES: HORIZ.: 1"=40' VERT.: 1'=4' >, +vu R L BEARING/,L QS 200.00 85.75 24'33'57" QT - 24.67 N48'50'04 "W QU 200.00 55.40 15'52'10" QV - 24.27 N55'27'53 "W Q - 41.23 N10'27'53 "W QX - 39.37 N4492'53 "W QY - 32.46 N77'57'53 "W a / 12" FLG TEE W/ 2" GV FLG x PO i i i T7T*7' -Am 3 LEA.1 EXIST.-POWER-POLE __,,.__......,.,_.... TO- BE_REMOVED PER SEPARATE ON- SITE`PLAN° w- 9Ci° "ELBOW A 35+72.1 �\ 12" PVC RECLAIMED PER SEPARATE PLAN ...... 12" FLG TEE W/ 3 -12" GV FLG x PO 1 +00 2 +00 12" PVC WATER MAIN - LINE "Aa2" 410 PRESSURE ZONE NOTE TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH AND LOC':,110N OF ALL EXISTING UTILITIES PRIOR TO START E CONSTRUCTION, AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY CONFLICTS/DISCREPANCIES, PROFILE SCALES: HORIZ.: 1"=40' VERT.: 1'=4' >, +vu R L BEARING /A QZ - 46.78 N89'12'53 "W ® - 46.32 N00'47'07 "E ® - 5.00 N45'46'11 "E ® - 7.54 NO3'50'04 "W Q7 - 25.00 N28'59'03 "E a / 12" FLG TEE W/ 2" GV FLG x PO i i i T7T*7' -Am 3 LEA.1 EXIST.-POWER-POLE __,,.__......,.,_.... TO- BE_REMOVED PER SEPARATE ON- SITE`PLAN° w- 9Ci° "ELBOW A 35+72.1 �\ 12" PVC RECLAIMED PER SEPARATE PLAN ...... 12" FLG TEE W/ 3 -12" GV FLG x PO 1 +00 2 +00 12" PVC WATER MAIN - LINE "Aa2" 410 PRESSURE ZONE NOTE TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH AND LOC':,110N OF ALL EXISTING UTILITIES PRIOR TO START E CONSTRUCTION, AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY CONFLICTS/DISCREPANCIES, PROFILE SCALES: HORIZ.: 1"=40' VERT.: 1'=4' >, +vu CONSTRUCTION NOTES Qt CONSTRUCT 8" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 SCALE Q2 CONSTRUCT 12" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 SAN DIEGUITO WATER DISTRICT APPROVALS Q3 INSTALL 12" x 8" TEE & THRUST BLOCK PER WAS T -01 ® INSTALL 8" TEE & THRUST BLOCK PER WAS WT -01 HORIZONTAL AS SHOWN VERTICAL AS SHOWN Q5 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 RECOMMENDED APPROVED BY; BY; ENGINEER NAME ----- - - - - -- DATE: DATE: R -Z S -/L NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED © INSTALL 12" TEE & THRUST BLOCK PER WAS WT -Ot Q7 INSTALL 8" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -Ot ® INSTALL 8" 45' D.I. ELBOW & THRUST BLOCK PER `•VAS WT -Ot Q9 CONSTRUCT FIRE HYDRANT ASSEMBLY PER WAS WF -01 _ 10 CUT -IN 12" TEE W/ THRUST BLOCK PER WAS WT -Ot 47� 11 INSTALL 12" x 8" REDUCER 1© REMOVE EXIST. WATER LINE & APPURTENANCE 1© INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 14 INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 "D" HEREON 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 16 CONSTRUCT 1" SERVICE W/ RP PER WAS WS -01, WR -01, WC -17 3 EA 5 10 1© INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 18 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 19 PLUG & INSTALL TEMP. BLOWOFF & THRUST BLOCK PER WAS WT -01, W13-05 ©0 REMOVE EXIST. PLUG & CONNECT AS REQUIRED 21 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02, WC -17 © CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 ® POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH ® CONNECT TO EXIST. WATER W FLEX TRANS. COUPUNC W/ 316 STAINLESS STEEL RESTRAINING HARNESS ©5 CONSTRUCT BLOW -OFF PER WAS WB -01, WC -17 ® CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR-01, WC -17 © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 ® CONSTRUCT TRENCH RESURFACING PER SDRSD NO. tm - =2 4/G -25 * PIPE ZONE IMPORTED GRANULAR MATEMAL PER TECHNICAL SPECIFICATIONS PROP. 12" PVC WATER ** SEE SHEET 1 FOR THRUST /ANCHOR Bi.DCK SIZES o«ss, �Rp q. V_y 11 5 *** NOTE TO CONTRACTOR: �� 971 a ADD TEMPORARY DIRT OVER EX4e E PIPELINE YM AR THRUST BLOCK - AR THRUST BLOCK - CONSTRUCTION TRAMC WILL BE CR NG LIVE WATER 4c SEE SHEET 1 FOR SIZE (TYP) SEE SHEET 1 FO LINES PROTECT EXISTING METEFI°` I ulm ammum R SIZE (TYP.) ��r CI V O_ �. NOTE For, CAU" DETAIL "D" PLACE TAIR VAC RELEASE VALVES AND BLOWOFFS DETAIL "E" NTS IN THE NEAREST LANDSCAPE /PLANTER AREA. NTS SDWD W10 -1 L0 ®� DATE BENCHMARK SCALE BASIS OF BEARING PLANS PREPARED UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS SAN DIEGUITO WATER DISTRRCT DRAWING NO. �kn DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL AS SHOWN VERTICAL AS SHOWN THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SANTA FE DRIVE BEING „ NORTH 89'5947 EAST AS SHOWN ON RECORD OF SURVEY 15762. MCE CONSULTANTS 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 FAX: 949.542.7230 EM AIL CECONSULTANTS.NET R.C.E. N0. 23971 � � tl - EXP. 12/31/2013 RICHARD A. MOORE RECOMMENDED APPROVED BY; BY; ENGINEER NAME ----- - - - - -- DATE: DATE: R -Z S -/L NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED `� ZQUOM PUBLIC IMPROVEMENT PLANS FOR: �� 3 J� t® as WATER PLAN AND PROFILE ENCINITAS COMMUNITY PARK ��� Zc to 9 . POTABLE WATER IMPROVEMENTS Oa °�g ���d � W090 WORK PROJECT N0. 04- 9% MUP�DR�CDP�EIA SHEET 4 OF 5 o ^Q=a ��<' < 22 +00 1° PRIVATE WATER FOR 21 +00 20 +00 30' ACCESS EASEMENT PER INST. 67- 86336. 86337 Rr RAAAR I 18 +00 17 +00 _\ V45001 SCALE: 1"=40' 0 40 80 Underground Service Alert ou.e.mm CALL TOLL FREE 811 mm mre mm REVISIONS ENCINITAS FIRE DEPARTMENT R -4EWED BY: DATE: APPROVED I DATE REFERENCES LINE /CURVE DATA 1© R L BEARING /Q ® 262.00 70.66 15'27'08" ® — 595.40 N85'48'48"E ® — 18.43 N0411'12 "W ® 200.00 35.38 10'08'06" ® 1,528.09 277.54 10'24'23" ® 200.00 39.23 1114'16" II 229.00 32.25 8'04'06" JQ — 96.03 N00'4445 "W 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 — 16.89 N4544'45"W 15 +00 14 +00 13 +00 12 12' EASEMENT TO SDG &E PER INST. 68 -76511 lit 1 PROFILE SCALES: VEIN,: 1"=4' 10 Lk 15' EASEMENT 68 SDG56 12 RIMS T TO SDG &E 1 P R INST. 68- 174411 PER INST. 68 -76556 $ 4 8 EASEMENT TO SDG &E PER INST. 68 -76503 . -- ss — — — PL __ ... EC I 0°1 TEE D 1 — — — — _ _J - - -- 11 +00 10 0p�`� 1 — ---- - - - - -- - - -- 1200 — 1�\ --- A66��a� -RA[� - 13 00 ------------------ - -____ 1 ------- - - - - -- 1400 - - -- - - - - - -- �— — 15 00 — — — B '16 00 III — L S E RD L 0 EA E N T S at -4 Z) IA 11 +35.99 LINE A I 1 0 Sf TEE 2 SEE DETAIL "G" — —� R6c w . /$y gaix LINE "A" – i'1i � i �� O urornni i I I SEE SHEET DW -2 90 ELBOW 7 I ` + .s '-1 CONSTRUCTION NOTES Q1 CONSTRUCT 8" PVC C900 CL 305 WATER LINE BEDDING P * " © CONSTRUCT BLOW —OFF PER WAS WB -01, WC -17 CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 ® CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/G -25 * PIPE ZONE IMPORTED GRANULAR MATERIAL PER TECHNICAL SPECIFICATIONS ** SEE SHEET 1 FOR THRUST /ANCHOR BLOCK SIZES Ns NOTE TO CONTRACTOR! ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER LINES. PROTECT EXISTING METERS UNTIL REMOVED. THRUST BLOCK — SEE SHEET 1 FOR SIZE (TYP.) 8" FLG TEE W/ 1 -8" GV FLG x PO 1© REMOVE EXIST. WATER LINE &APPURTENANCE . ER WAS WP-02 14 INSTALL 12 90 D.I. ELBOW & THRUST BLOCK PER WAS WT -01 Q2 CONSTRUCT 12" PVC, C900, CL 305 WATER LINE, BEDDING PER WAS WP -02 * 15 INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 O INSTALL 12" x 8" TEE & THRUST BLOCK PER WAS WT -01 16 CONSTRUCT 1" SERVICE W/ RP PER WAS WS -01, WR -01, WC -17 ® INSTALL 8" TEE & THRUST BLOCK PER WAS WT -01 1© INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 05 CONSTRUCT 12" RW GATE VALVE PER WAS WV -02 18 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 © INSTALL 12" TEE & THRUST BLOCK PER WAS WT—Ot 19 PLUG & INSTALL TEMP. BLOWOFF & THRUST BLOCK PER WAS WT -01, WB -05 07 INSTALL 8" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 ©0 REMOVE EXIST. PLUG & CONNECT AS REQUIRED ® INSTALL 8" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 21 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02, WC -17 PUBLIC IMPROVEMENT PLANS FOR: CONSTRUCT FIRE HYDRANT ASSEMBLY PER WAS WF -01 © CONSTRUCT MANUAL AIR VAC RELEASE VALVE PER WAS WA -01, WC -17 10 CUT —IN 12" TEE W/ THRUST BLOCK PER WAS WT -01 © POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 11 INSTALL 12" x 8" REDUCER ® CONNECT TO EXIST. WATER W FLEX TRANS. COUPLING W/ © CONSTRUCT BLOW —OFF PER WAS WB -01, WC -17 CONSTRUCT 2" SERVICE W/ RP PER WAS WS -02, WR -01, WC -17 © CONSTRUCT 8" RW GATE VALVE PER WAS WV -02 ® CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/G -25 * PIPE ZONE IMPORTED GRANULAR MATERIAL PER TECHNICAL SPECIFICATIONS ** SEE SHEET 1 FOR THRUST /ANCHOR BLOCK SIZES Ns NOTE TO CONTRACTOR! ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER LINES. PROTECT EXISTING METERS UNTIL REMOVED. THRUST BLOCK — SEE SHEET 1 FOR SIZE (TYP.) 8" FLG TEE W/ 1 -8" GV FLG x PO 1© REMOVE EXIST. WATER LINE &APPURTENANCE AINLESS STEEL RESTRAINING HARNESS lgTF Or C R 1Q INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT-01 DETAIL "G" SDWD W10 -150 DATE BENCHMARK SCALE BASIS OF BEARING PLANS PREPARED UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS SAN DIEGUITO WATER DISTRRCT DRAWING NO. om 0 DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN THE BEARINGS SHOWN HEREON ARE BASED ON MICE CONSULTANTS 111 CORPORATE DR., #210 RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: 113 S/ F z ', Qoloor4i ~ NN THE CENTERLINE OF SANTA FE DRIVE BEING LADERA RANCH, CA s2ss4 PH: 949.542.7220 04/09/12 WATER PLAN AND PROFILE u�N NORTH 895947° EAST AS SHOWN ON RECORD FAX: 949.542.7230 DATE: BY: BY: -- ENCINITAS COMMUNITY PARK ® \� /�� YV =) cnazN� RECORD RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN OF SURVEY 15762. EM AIL CECONSULTANTS.NET "'��� R.C.E. " °. 23971 ENGINEER NAME ---- ____ -__ POTABLE WATER IMPROVEMENTS zpZ',av? OD - mgr �®1aam° ELEVATION: 215.640 DATUM: NGVD 29 � �`— EXP. 12/31/2013 DATE: DATE: 8- 2¢-/2, RICHARD A. MOORE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED WORK PROJECT NO. 04 -197 MUP/DR/CDP/EIA SHEET 5 OF 5 °Ta