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2012-118 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) WHICH CAN BE FOUND AT WWW.SDWAS.COM. 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 EUJO JOINT POWERS AUTHORITY, 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) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. (6) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. (7) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. (8) 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 ELIJO JOINT POWERS AUTHORITY. (9) PRIOR TO AWARDING WATER LINE CONTRACT, CONTRACTOR SHALL OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) SPECIFICATIONS. (10) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (11) FILL AREAS MUST BE COMPACTED TO 907., PRIOR TO PIPE INSTALLATION. (12) APPROVAL OF THIS PLAN BY SAN ELIJO JOINT POWERS AUTHORITY 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. (13) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS; LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIST, IG OR L PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS ShL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN ELIJO JOINT POWERS AUTHORITY. (14) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (15) CONTRACTOR IS RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. (16) 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 DEPARTMENT OF ENVIRONMENTAL HEALTH. (17) 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 DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION 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. (18) 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. (19) 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. Underground Service Alert A eTOI tao CALL TOLL FREE 811 no �o•IDO We sari my Be REVISIONS 9f i PLANS FOR THE CONSTRUCTION OF RECLAIMED WATER IMPROVEMENTS FOR THE ENCINITAS COMMUNITY PARK fl EXIST. 12" WAT PROP. 12" RECL. WAT SECTION A -A (WARWICK) N TS PIPELINE CONSTRUCTION SEQUENCE: 1. ADD TEMPORARY DIRT OVER EXISTING PIPELINE WHERE REQUIRED. 2. CONSTRUCT LINE A FROM STA 10 +20 TO STA 39 +80. 3. CONSTRUCT BOTH CONNECTIONS AT STA 10 +01 AND STA 40 +36; PROTECT EXIST. DOMESTIC WATER LINE AT STA 10 +13, AND REMOVE EXIST. RECLAIMED WATER LINE IN CONFLICT FROM STA 39 +80 TO STA 40 +36, WITHIN 24 -HOUR PERIOD TO RETURN MAIN LINE BACK INTO SERVICE. 4. REMOVE /ABANDON EXIST. MAIN AS SHOWN ON THE PLAN. ABBREVIATIONS AC = ASPHALT CONCRETE ARHM = ASPHALT RUBBERIZED HOT MIX BC = BEGIN CURB BCR = BEGIN CURB RETURN CAB = CRUSHED AGGREGATE BASE CMP = CORRUGATED METAL PIPE EC = END CURVE ECR = END CURB RETURN EP = EDGE OF PAVEMENT EXIST. = EXISTING FH = FIRE HYDRANT FL = FLOWLINE GV = GATE VALVE HORIZ. = HORIZONTAL INV = PIPE INVERT LIP = GUTTER LIP APPROVED DATE REFERENCES DATE BENCHMARK DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 PCC = PORTLAND CEMENT CONCRETE PCR = POINT OF REVERSED CURVE PP = POWER POLE PVC = POLYVINYL CHLORIDE PIPE PVMT = PAVEMENT (R) = RADIAL BEARING READ. = REQUIRED R/W = RIGHT OF WAY SDRSD = SAN DIEGO REGIONAL 05 STANDARD DRAWINGS ST LT = STREET LIGHT TB = TOP OF BERM TC = TOP OF CURB VERT. = VERTICAL WAS = WATER AGENCIES STANDARDS (72.89) = EXISTING ELEVATION IN THE CITY OF ENCINITAS CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY SHEET GENERAL CONSTRUCTION NOTES - WATER O1 CONSTRUCT 12" PVC, C900, CL 200 WATER LINE, BEDDING PER WAS WP -02 3,035 LF O2 POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 2 EA O3 INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 3 EA ® INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 3 EA 05 INSTALL 12" TEE & THRUST BLOCK PER WAS WT -01 1 EA © INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 3 EA Q7 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 3 EA ® CONSTRUCT 6" SERVICE (W/ 4" METER) PER WAS WS -05 1 EA O CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02 2 EA 10 PLUG END OF LINE & CONSTRUCT THRUST BLOCK PER WAS WT -01 1 EA 11 CONSTRUCT 12" RW GATE VALVE PER WAS WV -01, WT -02 5 EA 1© REMOVE EXIST. WATER LINE * ** 620 LF 13 CUT -IN 12" 90' D.I. ELBOW W/ THRUST BLOCK PER WAS WT -01 * ** 1 EA 14 CONSTRUCT 1 -1/2" SERVICE PER WAS WS -02 2 EA 15 CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ 316 STAINLESS STEEL RESTRAINING HARNESS 1 EA 16 INSTALL 12" 90' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1 EA 17 CONSTRUCT BLOW -OFF PER WAS WB -01, WC -17 2 EA 18 ABANDON EXIST. WATER LINE PER WAS WP -04 * ** LS 19 INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 4 EA ©0 REMOVE & RECONSTRUCT CONC. DITCH AFTER WATER LINE INSTALLATION 110 LF 21 CONSTRUCT TRENCH RESURFACING PER SDRSD NO, G- 24/G -25 5 LF 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. * ** NOTE TO CONTRACTOR EXISTING RECLAIMED WATER MAIN SHALL NOT BE SHUT DOWN FOR MORE THAN 24 -HOURS DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH SAN ELIJO JOINT POWERS AUTHORITY FOR CONNECTION TO THE EXISTING MAIN. CONNECTION SHALL BE MADE DURING NON- SUMMER MONTHS. EXISTING RECLAIMED WATER MAIN MUST REMAIN IN SERVICE UNTIL NEW LINE HAS BEEN INSTALLED AND TESTED. SHEET INDEX SHEET 1 - TITLE SHEET SHEET 2 - WATER PLAN /PROFILE SHEET 3 - WATER PLAN /PROFILE SHEET 4 - WATER PLAN /PROFILE SHEET 5 - WATER PLAN /PROFILE VICINITY MAP NO SCALE WORK TO BE DONE 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: 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). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2006. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS, AUGUST 2009. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. EXIST CABLE TELEVISION LINE SPECIAL DISTRICT CTV EXIST WATER LINE 33.75' WAT EXIST SEWER LINE TEE -SEW - EXIST ELECTRICAL 1 4.0 E EXIST TELEPHONE 15.7 TEL EXIST GAS MAIN 10.9 GAS EXIST STORM DRAIN SD EXIST CONTOURS FAX: 949.542.7230 EM%\At\"7`MAAIL MCECONSULTANTS.NET R.C.E. NO. 23971 VI _, ,. <......,....... ✓9 . ................_,,,..,,.,., EXIST RIGHT -OF -WAY LINE - - PROPOSED RIGHT -OF -WAY LINE - - PROPOSED CONTOURS APPROVED 60 GRADED SLOPES -y-Y 85_® 5-®- PROPOSED SPOT ELEVATIONS PROPOSED WATER LINE WP -02 FIRE HYDRANT WF -01 4C4- GATE VALVE WV -02 AIR VAC RELEASE VALVE WA -01, -02 ---- 0 WATER METER WS -01, WC -17 ❑ BACKFLOW PREVENTER WR -01 THRUST BLOCK WT -01 BLOW -OFF WB -01, -02, WC -17 -°O REDUCER CUT & PLUG EXIST. WATER WP -03 THRUST BLOCK SIZES (80. FT.) SPECIAL DISTRICT 11.25' 22.5' 33.75' 45' 1 90' TEE REDUCER 12" 1 4.0 8.0 11.9 15.7 1 29.0 20.5 10.9 ANCHOR BLOCK SIZES (CUBIC FT.) SPECIAL DISTRICT 11.25' 22.5' 33.75' 45' 1 90' TEE IREDUCER 12" 1 58 114 170 224 1 415 138 1 138 SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF SAN ELIJO JOINT POWERS AUTHORITY MCE CONSULTANTS 111 CORPORATE DR., #210 HORIZONTAL AS SHOWN LADERA RANCH, CA 92694 04/09/12 PH: 949.542.7220 DATE: VERTICAL AS SHOWN FAX: 949.542.7230 EM%\At\"7`MAAIL MCECONSULTANTS.NET R.C.E. NO. 23971 VI / /DATE' 'I`�"(I.1` c' EXP. 12/31/2013 RICHARD A. MOORE APPROVED 1 1 1` •` I �!J Q� r REVIEWED BY DATE SIGNATURE EXPIRES 2 YRS FROM DATE SIGNED CITY OF ENCINITAS SAN ELIJO JOINT POWERS AUTHORITY DRAWLING N0. Z � PUBLIC IMPROVEMENT PLANS FOR: vOVI TITLE SHEET �� =ri ENCINITAS COMMUNITY PARK R W ®1 o °� "i RECLAIMED WATER IMPROVEMENTS �oQal WU�rnI WORK PROJECT NO. 04 -197 MUP /DR /CDP/EIA and 10 -141 SUBC SHEET 1 OF 5 SEE DETAIL "A" HEREON ..... Underground Service Alert CALL TOLL FREE 811 fID WlW®I mW> Twm REVISIONS 10 +00 i it b it I 1 lug ~6 I l I � 11 +00 12 +00 1 13 +00 EXIST. 12" ACP WATER — PROTECT IN PACE c i�Sin ML(ABANB) ' A SIEEl WAT (PBAND.)- D y A 2 HP CAS t, 1,2 111 'GAS�:_ .p_,�, .... ........... ....... ......,,,,....� „e.._. it ACP WAT IY ACP WAT WAT A _ "BLOW— —OFFF ` 0. S W -1 • • 1 \ 1 =1t Ir E SEE RIGHT 1 r•-AaP Wa . _� ar- ADwwAE Iz' A I 16 +00 1JjCyi; ' LU -� 'oI z I I jo s, I:I I Z ., t � i( , V t€ I .. i FE/zu/44 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. 12" DOMEKC WATER PER SEPARAle2 1� 1 D F `\ AIR VAC — — s -� 22.5.. ELBOW ` C 5 ELBOWS °..e;;," 6 164 b I i, a EXIST. 24 TREE TO BE REMOVED LINE /CURVE DATA 0�' R L BEARING /Q QA — 388.54 N89'49'57 "W ® — 131.57 N89'49'57 "W ® — 19.80 N4510'03 "E © — 50.79 N001O'59 "E © — 19.61 N89049'01 "W QD — 29.02 N78'34'01 "W QE — 31.40 N44'49'01 "W QF — 51.17 N11'04'01 "W © — 38.55 N33'34'01 "W QH — 36.55 N2219'01 "W QI — 31.35 N44'49'01 "W 0 — 35.69 N6719'01 "W II — 5.00 N4510'59 "E EXIST. 30' ROAD & UTILITY EASEMENT CONSTRUCTION NOTES O1 CONSTRUCT 12" PVC, C900, CL 200 WATER LINE, BEDDING PER WAS WP -02 20 POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 3Q INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 ® INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 INSTALL 12" TEE & THRUST BLOCK PER WAS WT -01 © INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 O7 INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT —o1 ® CONSTRUCT 6" SERVICE (W/ 4" METER) PER WAS WS -05 Q9 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02 10 PLUG END OF LINE & CONSTRUCT THRUST BLOCK PER WAS WT —01 APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN ELEVATION: 215.640 DATUM: NGVD 29 11 CONSTRUCT 12n RW GATE VALVE PER WAS WV -01, vi -02 VA410' 1© REMOVE EXIST. WATER LINE ** 13 CUT —IN 12" 90' D.I. ELBOW W/ THRUST BLOCK PER WAS WT —ol * ** 12" FLG 90' ELBOW W/ 14 INSTALL 1 -1/2" SERVICE PER WAS WS -02 SCALE: 1 " =40' SCALE: 1 " =40' 12" GV FLG x PO W/ RESTRAINT 15 CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ 0 40 80 0 40 80 316 STAINLESS STEEL RESTRAINING HARNESS 16 INSTALL 12" 90' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1© CONSTRUCT BLOW —OFF PER WAS WB -01, WC -17 SALVAGE RETURN DUST. 18 ABANDON EXIST. WATER LINE PER WAS WP -04 ** 19 INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 Q REMOVE & RECONSTRUCT CONC. DITCH AFTER WATER LINE INSTALLATION 20 CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/G -25 GATE VALVES TO SEJPA ABANDON EXIST. WATER LGa tLtlVW x_..,..,..... � , 0 r, o w r 1t PROFILE SCALES: HORIZ.: 1"=40' Va T.: 1 " =4' oFESSioN RU A q! F� �OD vc 971 z `�1 31 -13 CAOF ca u PROP. 12" PVC WATER ® 1 THRUST BLOCK — SEE SHEET 1 FOR SIZE (TYP.) NOTE TO CONTRACTOR: DETAIL '$A$' PLACE AIR VAC RELEASE VALVES AND BLOWOFFS NTS IN THE NEAREST LANDSCAPE/PLANTER AREA. ** AFTER NEW LINE HAS BEEN INSTALLED AND TESTED 0�' SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF SAN ELIJO JOINT POWERS AUTHORITY CITY OF ENCINITAS SAN ELIJO JOINT POWERS AUTHORITY DRAWING NO. Oil MCE CONSULTANTS PUBLIC IMPROVEMENT PLANS FOR: ��O �S� iLl °� N' 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 04/09/12 WATER PLAN AND PROFILE PARK ��_ N PH: 949.542.7220 DATE: ENCINITA:S COMMUNITY 0 FAX: 949.542.7230 23971 EM M IL ECONSULTANTS.NET R.C.E. N0. RECLAIMED WATER IMPROVEMENTS ®ax uw<4 o� EXP. 12/31/2013 APPROVED DATE WORK PROJECT N0. 04 -197 MUP/OR/CDP/EIA VU °a < SHEET 2 OF 5 RICHARD A. MOORE �rJ li Underground Service Alert tlIi m11C mO m CALL TOLL FREE 811 moma1n m mm REVISIONS i \ 21 +00 22 +00 - - - - -- - a ac \ A 201 2000 \ \ \ 1 \ EC —/ \L \ 21 +00 ''' ------------- - - - - -. STA 19 +90.35 22 +00 - - - - -- -- LINE /CURVE DATA R R L BEARING/,L QJ — 35.69 N6719'01 "W JQ — 16.62 N33'34'01 "W QK 246.00 105.87 24'39'32" © — 70.45 N085429 "W QM 392.00 136.24 19'5446" pN 1,602.50 72.30 2'35'06" OQ — 18.70 N31'24'21 "W 0 1,012.00 71.07 4'01'24" ® — 36.30 N35'25'45 "W APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN ELEVATION: 215.640 DATUM: NGVD 29 23 +00 0 25 +00 PROP. 12" DOME; III Q� klp SEE ON —SITE IMPROVEMENT PLANS FOR LIMIT OF REMOVAL _ € . EXIST. 1 1 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. 27 +00 28 +00 REMOVE ABANDONED LINES AS REQUIRED ' EC 1 � A 7T05356 nlll _ `Lrj'1.00 i Z26+ 1 — ' e•� a �Y P nA , en AO / 1 A Gr PROP. 12" DOMESTIC WATER 0 EXIST. WATER LINE F Ito N TO BE REMOVED PER SEPARATE PLAN SCALE: 1"=40' _. �.,,. __,_. �.,__,_ ._._ 0 40 80 R L BEARING /Q 0 1,012.00 54.07 3'03'41" QS 1,553.00 256.08 9'26'51" QT — 279.85 N29'02'34 "W APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN ELEVATION: 215.640 DATUM: NGVD 29 23 +00 0 25 +00 PROP. 12" DOME; III Q� klp SEE ON —SITE IMPROVEMENT PLANS FOR LIMIT OF REMOVAL _ € . EXIST. 1 1 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. 27 +00 28 +00 REMOVE ABANDONED LINES AS REQUIRED ' EC 1 � A 7T05356 nlll _ `Lrj'1.00 i Z26+ 1 — ' e•� a �Y P nA , en AO / 1 A Gr PROP. 12" DOMESTIC WATER 0 EXIST. WATER LINE F Ito N TO BE REMOVED PER SEPARATE PLAN SCALE: 1"=40' _. �.,,. __,_. �.,__,_ ._._ 0 40 80 e** NOTE TO CONTRACTOR: ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER LINES (SUBMIT PLANS AND STRUCTURAL CALCULATIONS FOR APPROVAL PRIOR TO CROSSING THE LINES). PROTECT EXISTING WATER LINES UNTIL REMOVED /ABANDONED. NOTE TO CONTRACTOR: PLACE AIR VAC RELEASE VALVES AND BLOWOFFS IN THE NEAREST LANDSCAPE /PLANTER AREA. PROFILE SCALES: HORIZ.: '1"=40' VERT.: 1"=4' / ROF Ess A. G� 1 � A —13 OF THE SITE WILL NOT CONVERT BACK TO DOMESTIC WATER WITHOUT DEH OR CDPH (CALIFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL. CITY OF ENCINITAS SAN ELIJO JOINT POWERS AUTHORITY DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: //'? S/ ENC NT AS PLAN AND COMMUNITY PARK RK R W® 3 RECLAIMED WATER IMPROVEMENTS WORK PROJECT NO. 04 -197 MUP /DR /CDP/EIA SHEET 3 OF 5 Q Q W 11 CONSTRUCT 12" RW GATE VALVE PER WAS WV -01, WF -02 CONSTRUCTION NOTES Q REMOVE EXIST. WATER LINE ** Q1 CONSTRUCT 12" PVC, C900, CL 200 WATER LINE, BEDDING PER WAS WP -02 1© CUT —IN 12" 90' D.I. ELBOW W/ THRUST BLOCK PER WAS WT -01 * ** Q2 POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 14 INSTALL 1 -1/2" SERVICE PER WAS WS -02 Q3 INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS Wi -01 15 CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ ® INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 316 STAINLESS STEEL RESTRAINING HARNESS Q5 INSTALL 12" TEE & THRUST BLOCK PER WAS WT -01 16 INSTALL 12" 90' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 © INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS Wi -01 CONSTRUCT BLOW —OFF PER WAS WB -01, WC -17 Q INSTALL 12" 11.25' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 18 ABANDON EXIST. WATER LINE PER WAS WP -04 ** ® CONSTRUCT 6" SERVICE (W/ 4" METER) PER WAS WS -05 19 INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 Q9 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02 ©0 REMOVE & RECONSTRUCT CONC. DITCH AFTER WATER LINE INSTALLATION 21 CONSTRUCT TRENCH RESURFACING PER SDRSD N0. G- 24/G -25 10 PLUG END OF LINE & CONSTRUCT THRUST BLOCK PER WAS WT -01 ** AFTER NEW LINE HAS BEEN INSTALLED AND TESTED SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF SAN ELIJO JOINT POWERS AUTHORITY MCE CONSULTANTS — 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 — FAX: 949.542.7230 EMgI : M I�E,CONSU`o LTANTS.NET R.C.E. NO2 23971 EXP. /31/2013 APPROVED DATE RICKRIC��A. MOOREMOOR5,E e** NOTE TO CONTRACTOR: ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER LINES (SUBMIT PLANS AND STRUCTURAL CALCULATIONS FOR APPROVAL PRIOR TO CROSSING THE LINES). PROTECT EXISTING WATER LINES UNTIL REMOVED /ABANDONED. NOTE TO CONTRACTOR: PLACE AIR VAC RELEASE VALVES AND BLOWOFFS IN THE NEAREST LANDSCAPE /PLANTER AREA. PROFILE SCALES: HORIZ.: '1"=40' VERT.: 1"=4' / ROF Ess A. G� 1 � A —13 OF THE SITE WILL NOT CONVERT BACK TO DOMESTIC WATER WITHOUT DEH OR CDPH (CALIFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL. CITY OF ENCINITAS SAN ELIJO JOINT POWERS AUTHORITY DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: //'? S/ ENC NT AS PLAN AND COMMUNITY PARK RK R W® 3 RECLAIMED WATER IMPROVEMENTS WORK PROJECT NO. 04 -197 MUP /DR /CDP/EIA SHEET 3 OF 5 Q Q W Underground Service Alert T01L eM CALL TOLL FREE 811 no.o®a ova eaae my m REVISIONS 2 MATS �y K1 30 +00 rL f 33 +00 LINE /CURVE DATA 1© R L BEARING /Q QT — 279.85 N29'02'34 "W QW 200.00 13.70 3'55'29" QX — 35.23 N32'58'04 "W QY — 3.94 N44'13'04 "W QZ 115.00 19.91 9'55'02" ® 11,768.00 1 147.54 4'46'52" ® 1,641.00 112.94 3'56'36" ® — 102.38 N35'23'03 "W ® 362.00 79.58 11.56'11" ® 944.00 325.75 19'46'18" APPROVED I DATE 36 +00 U 1 1 1 1 1 1 1 1- u — PROP. 12" DOMESTIC WATER PER SEPARATE PLAN zl m 11 CONSTRUCT 12" RW GATE VALVE PER WAS WV -01, WT -02 CONSTRUCTION NOTES 1© REMOVE EXIST. WATER LINE ** Qt CONSTRUCT 12" PVC, C900, CL 200 WATER LINE, BEDDING PER WAS WP -02 13 CUT —IN 12" 90' D.I. ELBOW W/ THRUST BLOCK PER WAS WT -01 * ** Q2 POT HOLE EXIST. WATER MAIN FOR LOCATION & DEPTH 14 INSTALL 1 -1/2" SERVICE PER WAS WS -02 O INSTALL 12" 90' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 15 CONNECT TO EXIST. WATER W/ FLEX TRANS. COUPLING W/ ® INSTALL 12" 11.25' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 CONSTRUCT 316 STAINLESS STEEL RESTRAINING HARNESS Q5 INSTALL 12" TEE & THRUST BLOCK PER WAS WT -01 16 INSTALL 12" 90' & 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 1© CONSTRUCT BLOW OFF PER WAS *** NOTE TO CONTRACTOR: ADD TEMPORARY DIRT OVER EXIST. PIPELINE WHERE CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER LINES (SUBMIT PLANS AND STRUCTURAL CALCULATIONS FOR APPROVAL PRIOR TO CROSSING THE LINES). PROTECT EXISTING WATER LINES UNTIL REMOVED /ABANDONED. © INSTALL 12" 22.5' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 — WB —01, WC -17 Q7 INSTALL 12" 11.25' D.I. ELBOW &THRUST BLOCK PER WAS Wi -01 18 ABANDON EXIST. WATER LINE PER WAS WP -04 ** NOTE TO CONTRACTOR: PLACE AIR VAC RELEASE VALVES AND BLOWOFFS ® CONSTRUCT 6" SERVICE (W/ 4" METER) PER WAS WS -05 19 INSTALL 12" 45' D.I. ELBOW & THRUST BLOCK PER WAS WT -01 IN THE NEAREST LANDSCAPE /PLANTER AREA. 09 CONSTRUCT AIR VAC RELEASE VALVE PER WAS WA -02 QO) REMOVE & RECONSTRUCT CONC. DITCH AFTER WATER LINE INSTALLATION 20 CONSTRUCT TRENCH RESURFACING PER SDRSD NO. G- 24/13-25 10 PLUG END OF LINE &CONSTRUCT THRUST BLOCK PER WAS Wi -01 ** AFTER NEW LINE HAS BEEN INSTALLED AND TESTED DATE BENCHMARK SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF SAN ELIJO JOINT POWERS AUTHORITY DESCRIPTION: OC 0019 MCE CONSULTANTS 111 CORPORATE DR., x/210 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 FAX: 949.542.7230 VERTICAL AS SHOWN EM M ILOWECONSULTANTS.NET R.C.E. No. 23971 RECORD FROM: COUNTY OF SAN DIEGO � _ SC.(j�, �N,'1oo.r EXP. 12/31/2013 ELEVATION: 215.640 DATUM: NGVD 29 RIC� A. MOORE APPROVED DATE 12 "x6" FLG TEE W/ PROP. 12" PVC WATER ji DETAIL NTS NOTE TO CONTRA�°'T�R CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION, AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY CONFLICTS /DISCREPANCIES. ___..._._ ._..__ .............. P ROFILE SCALES . HORIZ.: 1"=40' VERT.: 1"=4' SCALE: 1"=40' 0 40 80 6" SERVICE LINE PVC WATER m A 2 -31 -13 Ivi�_ THE SITE WILL NOT CONVERT BACK TO DOMESTIC WATER WITHOUT DEH OR CDPH (CALIFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL. CITY OF ENCINITAS SAN ELIJO JOINT POWERS AUTHORITY DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: WATER PLAN AND PROFILE f/8 s/ ENCINITAS COMMUNITY PARK RAJ ®4 RECLAIMED WATER IMPROVEMENTS WORK PROJECT NO. 04 -197 MUP/DR /CDPAIA SHEET 4 OF 5 I °o W ov m ZpUCq _ w:ep i¢' U (V 0 Jam¢° 0 J W� J� °"x