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1990-353 R (Plans) GENERAL NOTES WATER NOTES, SEWER NOTES WORK. TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY PUBLIC WORKS CONSTRUCTION, 1982 EDITION, THE 1982 SAN DIEGO STANDARD PLANS, SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS, OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS STANDARD DRAWINGS, CITY OF ENCINITAS GRADING ORDINANCE AND REGIONAL 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE STANDARD DRAWINGS. STANDARDS AND AS APPROVED BY THE CITY ENGINEER. "R" VALUE TESTS SHALL 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. FOLLOWING SPECIAL PROVISIONS. BE REQUIRED PRIOR TO CONSTRUCTION. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED. PREPARATION OF SUBGRADE d A.C. PAVING (SEE TYPICAL SECTIONS d NOTE 2) 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATERMAIN PROFILE, TOP APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 2. PIPE AND BEDDING CONDITIONS: 6" TYPE "G" CURB d GUTTER G -2 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE 4. INSTALL A MINIMUM 3/4INCH WATER SERVICE TO LOTS 1 -10. METER TO BE (A) ALL PIPE SHALL HAVE A 4 "MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH ROLLED CURB d GUTTER G -4 CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, LOCATED 5 FEET FROM SIDE LOT LINE. A 3/4" HIGH LETTER "W" SHALL BE THE PIPE. CROSS GUTTER AND PAVING. CHISLED IN TOP OF EXISTING CURB OR INPRINTED IN NEW CURB AT ALL WATER 6" TYPE "A" DIKE G -5 SERVICE CROSSINGS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) ^ S. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND„ GRAVEL, CRUSHED CROSS GUTTER G -12�' THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AGGREGATE NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND ' BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED EQUIVALENT OF 30 OR BETTER. STREET NAME SIGN SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON HIGH OR LOW POINTS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO SEWER MAIN " 5 AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL 3/4" CRUSHED ROCK. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE A.B.S. SOLID WALL PIPE MAY BE USED'ONLY WHERE PIPE INVERT GRADES 4 SEWER LATERAL S SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE ARE 1% OR GREATER. WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO CONCRETE MANHOLE S -17 UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT WEEKS MINIMUM IN ADVANCE TO ANY SHUTDOWN. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE 8 "PYC REVISIONS TO PLANS IF• REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE * POLYVINYL CHLORIDE WATER MAIN - CLASS 150 W LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY LINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. THE ENGINEER. * 1" WATER LATERAL IR 3/4" WATER METER � nw 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS d ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK 7 LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17, PRE -CAST * WATER METER BOX WITH COMPANY REPRESENTATIVES. THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE I INSPECTOR'S APPROVAL. POURED IN PLACE MANHOLES SHALL BE FINISHED * CAP ASSEMBLY "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES 8, FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO BE COMPLETELY AT THE TIME OF POUR. AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS d INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. CONSTRUCT 4" * GATE VALVE ASSEMBLY ELECTRIC COMPANY. CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS PER SDRSD NO.S S -13 AND S -14. TELEPHONE: 1- 800 - 422 -4133 (DIG ALERT) * FIRE HYDRANT d FIRE HYDRANT SERVICE ►N 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL OSHA. A COPY 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -100 TYPE A. B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE * CONSTRUCTION OF P/O X P/O FLANGE TEE W/ FLANGE VALVE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. (P /O = PUSH -ON OR MECH. JOINT) COMPANY REPRESENTATIVES. NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE STORM DRAIN (SEE NOTES THIS SHEET) D -60 Q� "UNDERGROUND INSTALLATIONS" FOR LOCATION OF EXISTING CABLES AS FOLLOWS: ...A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF CURB INLET TYPE "B" D -2 �so1 TELEPHONE; 1 -800- 422 -4133 (DIG ALERT) THE LINE AFTER 24 HOURS HAVE ELAPSED. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. STORM DRAIN CLEANOUT TYPE "A" D -9 9. IT SHALL BE THE RESPONSIBLILTY OF THE DEVELOPER TO CONTACT THE UTILITY 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.; LINE AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD 10. FILL AREAS MUST COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. HEADWALL TYPE "B" D -32 - OF RELOCATIONS, IF NEEDED. VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSING OR WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 RIP -RAP D -40 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT AND "UNDERGROUND HOURS IN ADVANCE OF BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: 12. VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND FRAME ASSEMBLY, TYPE PROJECT. BROW DITCH TYPE "B" D -75 DIMENSION CABLE TELEVISION d DANIEL'S CABLEVISION GV -8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA FOUNDRY TELEPHONE: 4.71 -9000 TELEPHONE: 438 - -7723 LTD., IDENTIFICATION MARKING FOR LIDS PER DISTRICT DIRECTIVES. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF * MANUAL AIR RELEASE ASSY. _BAR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- 13. INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED TO WATER SHALL HAVE A SHALL REPAIR OR REPLACENY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER * BLOW -OFF ASSY. fill BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE CERTIFIED FACTORY APPLIED EPDXY COATING NT LESS THAN 10 MILS THICK. WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF WATER SAMPLE POINT y W S ENCINITAS. 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER WITH STATIC ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND * INDICATES WATER IMPROVEMENTS PER OLIVENHAIN MUNICIPAL WATER 12. ALL EXISTING STREETS SHALL BE CORE TESTED TO DETERMINE THE EXISTING PRESSURES OF 200 PSI OR LESS WILL BE AMERICAN - 80 CRS, KENNEDY KEN- TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. DISTRICT STANDARD DRAWINGS AND /OR SPECIFICATIONS. SEAL, OR MUELLER RESILIENT SEAT GATE VALVES OR DISTRICT APPROVED EQUAL. STRUCTURAL SECTION AND TO DETERMINE THE EXTENT OF OVERLAY OR „ 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF ENCINITAS FOR ANY REFLECTIVE GUARD POST M -9 r RECONSTRUCTION NECESSARY TO ACHIEVE THE REQUIRED R' VALUES, TESTS ALL VALVES 14 AND LARGER WITH STATIC PRESSURES LESS THAN 175 PSI WILL SHALL BE PERFORMED AT LOCATIONS APPROVED BY THE DIRECTOR OF PUBLIC BE PRATE OR DRESSER BUTTERFLY VALVES OR DISTRICT APPROVED EQUAL. ALL EXCAVATION WITHIN THE RIGHT -OF -WAY. OTHER VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL RIVEWAY '�� MOD�I E G 14 � WORKS. 14. "AS- BUILT" DRAWINGS MUST- BE SUBMITTED PRIOR TO FINAL ACCEPTANCE Of THE PER PLAN':'•• BE IN ACCORDANCE WITH O.M.W.D. SPECIFICATIONS. J WORK. F 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED 15. FOR SEWER LATERAL TABLE, SEE SHEET2. BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHAL SUBMIT FOR DISTRICT REVIEW „ MANUFACTURER'S CATALOG DECLARATION O F O W NE R /D EVELOP E R CUTS /SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TO INSTALLATION RESPONSIBLE C H A R G E STORM D R A I N NO TES 17. WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF H&C 437 METER BOX AT ALL CURB STOPS OR DISTRICT APPROVED EQUAL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS P OJECT, THAT I IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRP E CT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL 1. ALL BACKFILL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION EXCEPT THAT CONSISTENT WITH CURRENT STANDARDS. ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE PORTION WITHIN THE ROADWAY STRUCTURAL SECTION WHICH SHALL BE COMPACTED DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE TO 95% RELATIVE COMPACTION. ANY LOOSE ALLUVIAL MATERIAL ENCOUNTERED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE PROPER COMPLETION OF THE IMPROVEMENTS. SHALL BE PRECOMPACTED TO 90% RELATIVE COMPACTION, A DISTANCE OF NOT LESS CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THAN 3 FEET OUTSIDE THE TRENCH WALLS. ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS 2. PRIOR TO ANY BACKFILL, THE LINE AND GRADE OF THE PIPE SHALL BE APPROVED WITHIN THE COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING BY THE COUNTY INSPECTOR. DAY UNTIL COMPLETED, IRRESOECTIVE AND INDEPENDENT OF ANY OTHER WORK BY: A4 ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. STEPHE E.C. WON DATE RCE 27480 QRpfESSJ0,y9 BURKETT d WONG ENGINEERS �.�0 ��N E. C. k lei B '. I ��(7r11�U OLIVENHAIN COLONY, LTD., A CALIFORNIA 3434 FOURTH AVENUE y ~ �� 0 2c LIMITED PARTNERSHIP, AS OWNER SAN DIEGO, CALIFORNIA 92103 No. 027480 �' BY: VENTURE PACIFIC DEVELOPMENT, INC., Z (619) 299 -5550 Exp.6 -30-93 A CALIFORNIA CORPORATION, AS W GENERAL PARTNER j? p ADDRESS: 2210 ELEVENTH STREET W z OF CIA� ENCINITAS, CA 92024 (619)632 -5609 Ve W LEGAL DESCRIPTION o a Cl PARCELS 2 d 3 OF PARCEL MAP N0. 10387, IN THE CITY OF ENCINITAS, COUNTY OF � I h SAN DIEGO, STATE OF CALIFORNIA. ` S I T E ,� ASSESSOR'S PARCEL: 265- 354 -10,11 0 LL J / UJI °� ENCiiv/ 9s I\ �r�r � J � � �� ��•'fF.SS/p � � f RAY 4V Co M W " W. Cl Jx» Lij [V.Ib31•!2. WATER MAIN EXTENSION NO. 181 Q FIRE PROTECTION DISTRICT SEWER AGENCY vuATER AGENCY COMMUNITY DEVELOPMENT DEPARTMENT z ENCINITAS FIRE PROTECTION DISTRICT CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT VICINITY MAP w4 TER WORKS APPR0WkL NOT TO SCALE A S BUILT A LE ENGINEERING CORPORATION a 0 W U') APPROVED BY s „ /'L APPROVED EY: a`^�- �S�W EEW� REVIEWED E1Y: W W i1 (4 KAMW S DOD 465 -OI I /3 /�Q� 1532 JOS NEJMEIER z - DATES oArE: 4 - DA TE: �� �� J S R. AYMOND, JR. O RCE�32093 CD 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC 46RKS DEPARTMENT DRAWING NO. W Q LL ' 1 AS BU /LT Il t l 6r1W 9?- 173 DESCRIPTION: SAN DIEGO COUNTY BED{ PLANS PREPARED UNDER SUPERVISION OF RECOM EN ED APP R D IMPROVEMENT PLANS FOR! T.M. B9 -/73 NO. OC -0079g CHISELED SQUARE IN TOP OF�! ! 0-072 & HEADWALL MARKE / Lam/ BY: BY: WITH STEEL FENCE•POST. HORIZONTAL N IA DATE : , FT _ F I D L S Ns 3 O F M R NCH, O�ANTA FE d SUBDI ION ENGINEER CITY ENGINEER THE COLONY -TRACT 89-173 0353 -R C ORD S A(X A N DI E VERTICAL NN14 R.C.E. N0.:Z C 6 E V.: 119.476 DIIfUM: U.S.C. i0 ENGINEE G.S. STEPHEN E.C./✓ONC EXP. 0-30415 WORK PROJECT NO. SHEET I OF 6 3 9 4-7 PROPOSED TYPICAL SECTIONS 60' R/W dO' R /I✓ 30' 30 24' /6' /S' ?5' WA7GOA/4L IJP1� /L /S' /5' /5' /S' RECREAT/OM/!L 7�4 /L WAYS iWAFS 8' N* r7 E M /L. ECElb4r/ S r6 "'O. ON // AV ECEr he MI- �.A M41 11 391L. .P AAN A " /f NECESSARY y 2� 14 2 � I ca4c. ROLLED 2; l • " CURB RE,f G -4 COAbC'. ALXLED CURE Sal 744re .3'A. C. LTV // N CL. ff a 4.SE PER G'-4 R MoM I &AM EX /ST. RAYEMENr -4.C. DI'ERLAY AS REQU /RED 3 "A.c. 6W B "CL4 4456 FOR Sv'iWr* rof4NS1710A1 SECTION "Q-D" SECTION "C -C" EL CAMI O DEL NORTE STA. 0+41.06 TO STA. 4 +13.34 STA. 10+00 TO STA. 12400.11 NOT TO SCALE NOT TO SCALE R W ;V, R /{y 4.p 90' N'LY fOa EX /,$ RfC�ffAl/A' OZ TPA /L Alf Xeo ftr 6 "D. G. 30' /O' 20' 5' S' N�I /fS PN N!T /{�f SCYL (sm. "Of /4- A,046) 8 /FNECES.S9iPY B , I 11AA /ES 1f4R /ES A'- /D' I APCgN I r EYP ;4 'A. c. BERM 2x — t EX /ST. GRAOE Of,4.C. R•41 ~ lY --� 3 "A. C. aV // "CZ- .ff645E EX /Sl A. C. 6WfCAY AS REQU /RED " FOR 51 111 TRANS /1/ON v,4A2r1trN1 rrAf ''G'/ CURB .S4)w r d r0 fAPi`1.5o'Xbr// TRgN,S✓l�CW 4 GUTTER RE)wYE EX /SP. A11 rE/aENl ' SECTION 11 TH. STREET SECTIOWB -131L CAMINO DEL NORTE STA. 3+8234 TO STA. 7+ 65.46 STA. 8+43± TO STA 9+80 NOT TO SCALE NOT TO !!GALE N /CY. EQGE EX /SP. /11YE/'fENl t4`ySMV. 1M�P /ES IMR/ES D' -e' i - rYRE;4'A. C. BEiPM N - 5 W 2 AAA 5z 3 ",4.0 W /AI2�i'A�Nl 4C. AWR44Y ,45 REQU/RED Z Q .vhczlr 4' 117 f'CXiy . rRAA/,S/riCW O " /.% r cc cr SECTION "A -A" EL CAMNO* DEL NORTE �- o -, STA. 6+55± TO STA 8+10± MIN TO 8CALE- w TA E � �I E SEE GENERAL NOTE N0. /2 z • 4 � IN. C271M +r• Ey F34l3 a ,_ 0 y AS BU ILT "' o W 4 � or Lij w W ` 10-24 -q z z coo ---�' S R. R MOND ,JR. RCE 32093 z 0 REVISIONS APPROVED DATE REFERENCES DATE MAW SCALE ��, DIgTFgCT APPROYALB CITY OF E NVITAS PUBLIC RKS DEPARTMENT DRAWING NC. W Q Q- 1 A5 301 17 4f ff R'ANAt7OW -G I PLANS PREPARED UNDER SUPERVISION OF RECOMMEN, ED APP D 1 M'PWVEMENT PLAN T.M. M -/78 >C4A OF M F fE � A I Nt i T • HORIZONTAL NIA /"f4/ DATE i �'�/ BY: � g S IV N NGINEER Y E N ER THE C 0 LO N Y— TRACT 89 —173 0353 -R VERTICAL NI R.C.E. N0.: Z7'Odo DATE: h�/ DATE: 'T -'r 1 / E Y.t 11 .�7 DATUNt U.S. . ENGINEER EXR. �� p(E R,FE. WORK PROJECT NO. 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W Q _ 7 99 -/73 DESCRIPTION: SAN DIEGO COUNTY BENCH PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D IMPROVEMENT PLANS FOR: T .M. 89 -173 7g::] NO. OC -0073 CHISELED SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST HORIZONTAL 1 = 40 DATE : / e_9 / • CS -072 & — LOCATION: 23 FT. W RANCHO SANTA FE d BY: U B Y RECORD FROM: CCODU OF DIEGO DA TE: ' VERTICAL ► "= 8' R.C.E. NO.: 274,6 3 q , EL CAM I NO DEL NORTE 0353 -R - DATE; +- P -- — ELEV.: 119.476 DATUM: U.S.C. d G.S. ENGINEER ' N G;I✓GwG EXP. G g j R-6{• R"E'E WORK PROJECT NO. SHEET °r OF 6 VIN h � PON NYUB P arl N Y.C.P h � R. V ° r°Of.9E \ \ \ ¢ rNi ° V - O x + -- / 5 T e R F E L& E Hill __ �h i 13 12 II 10 9 8 ITEM DESCRIPTION EA' /ST. 30' /�YRE40C.9BLE OFFLP OFDED /c.9 / /ON h Ol CONCRETE THRUST BLOCK EX /ST, A/4TEr9 SEiP!/ /CE FOrf RC190/. PURPO -vs G"NlEO t0 /Hf " I COUNTY OF SAN /fGl7 BYoOC",6Vr/✓O. n O2 18" X 8" TAPPING SLEEVE BO- ?66¢7 oaT a - - BO B,r.i9e0oFO..� EXrsT /8 AcP 3O 8" TAPPING VALVE 1 2 3 4 5 6 LAST P/ECE OF / ;WIPE /.t/ O4 2.' MANUAL AIR RELEASE 1 7 i,�ra v. 0 5' 17YP 5 HIGH DEFLECTION COUPLING 6 9'- PIECES OF PIPE (ALL C -900 P.V.C.) 1) 13 4 /O'OP,9 /N,9GEEASEM Nl TO 7 EXISTING PIPE 5,9N D /EGO FIGkVD Cg 2N7,fal ® 1 \ /1 r\P NJ. JJ 259 D /STP /fl PEEPM9P 08409 0 ' ELEVATION PLAN '/v xo 'vl Q FXrsz f j a 45 °i90 ITEM DESCRIPTION EX /St30'W rZIf O /rt/E X x _ :EAU /CE EASEMENt /O CONNECTION O MUN /C /PqL WAlEiP D /SY h i= \\ _— P 1 7' PIECE OF PIPE .361G5.90 O2 REPAIR COUPLING DETAIL 6.5' PIECE OF PIPE N— Ex /ST24'PVcs °IDPVV _— NOT TO SCALE V1 O3 —� fX /Sl I , D � - -_ �_ -- O4 HIGH DEFLECTION COUPLING LL1 O5 6' PIECE OF PIPE _ >'�o -- rtT — - -- TH. STREET WATER NOTES w o \ EX /STB "O{C /✓9lEP // _z / / D 1. EXISTING 8" GATE VALVE B 3+10+ /- 11TH STREET IS TO O6 REPAIR COUPLING �' y (7 28� �'� X72 �� REMAIN CLOSED AFTER THE CONNECTION IS MADE. z O7 EXISTING PIPE ( /999f W z �°r 2. THE PRESSURE REDUCTION DEVICES FOR LOTS 28 -35 SHALL BE W ' C 0 N N E C T I 0 N 2 �/ �\ \ ' b / ADJUSTED TO ACCOMMODATE THE LOWER PRESSURE WITHIN THE (7 - m\ r - - -I SYSTEM. Lr023 -- a ,Ta b 0 ��I I / `� ^� D a \ T ►I , I I \ i DETAIL .� NOT TO SCALE \ '��' 44 ° l 1 038 7 4. j\/1 '�� ��1J. �3i 0� r / o r /1996) I I O: j / / ll i 1 � \ ,� ° 23tao I W WATER MAIN CENTER LINE DATA SEWElTMH 10' DELTA RADIUS ARC NOTE A Q, 231/0 3 STATION /NG B,9SE0 ON Mtn u BEARING -- DISTANCE Q 90 ^BEND O I I {i OF / /TH. 51,fffT W • . 1 N73 "/y 18 SEE DETA /L ABDYE 2 w S6/ °12'/3 "E (176, h ' I I I < z 7 /3' VpOFESSlO,VA 3. N73'3T¢7 '/✓ 6549' SEEL�TA /LAP /G</T I � �3 n E. C. - 4 0 28' 28' no. C27 A � V� >0 I EY /Sl ?O' W.9TEiP L /NE EA3fMENl Exp. 6-3H3 A S BUILT ti a ', TO 0L 1VEN119 1N MUN /C 1,P,9L < LJ 0. a im A.0 w4rzf W.9lEiP D /Sl•P /lt SPEC 8 -0.72 '�j�• � °r. 1:.�0'a � ` /1NE 0Y /SO F/P 210707 &A' /97? 0 /f J S R. R MONO, J R. R C Z � Z E 32093 Z � - W,9TERL /NE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WO KS DEPARTMENT DRAWING NO. W Q (' 1 As !3U /CTS /./C G.P.00 /NGPZ4VA -G PLANS PREPARED UNDER SUPERVISION OF RECOM END D APPR D IMPROVEMENT ?CANS FOR ' DESCRIPTION: SAN DIE couNrY s NcN T. M. 89 -173 CS-072 & TM B9 -/73 OC -O Na 073 CHISELED,RE IN �oP of �� ����q� 0353 R OCA ION W R NCH L FE?I�E POST. HORIZONTAL I = 40 DATE : 1 11� BY: ` Q FT �, D n A FE I SU IVI ENGINEER BY. CITY N IN THE COLONY -TRACT 89 -173 F�COF� FRQIs U OF 1 = 8� R.C.E. N0. O DATE: A6 rs DATE: / F - F/ ELEV.: 119.476 DATUM: U.S.C. b G.S. VERTICAL ENGINEER 6_A2 -�3 .STEPHEN C: /vtJ�/G EXP. R- 6,a= WORK PROJECT N0. SHEET 6 OF 6 lD -24 9/ 3 !/ LANDSCAPE 15__ High Wood, F'ehc t i LJ U J - L !j a -- . Exist -- - g a� -- u PLAN A i; \. OF !E'kista 0g REVISIONS APPROVED DATE �/r/ /SE'/7 - S, t g REFERENCES f DATE I III 28� X OYU 9 ICALIE vpr z ^KT AL VEq ^CnL L r �� rsrs■■ a l 11 /� � Ji/fr .�'CiAL V,.'S ov 6oT " Y I. QI4A�(LM Y MK 9T PLANS PREPARED UNDER SUPERVISION OF RECOMWNDED DATE : Rt: R.C.E. NO.: DAM Eli* EN EXP. R.C.E. 1- \ \111�I11f 11 / Ll �E ,s / rl 440 p g ... Qa y � � R v�►H r �OGG��L AND APPFXNAL9 APPROVED eY� DATE: R.C.E. m vmom vow AMA► mm im INO NAM, AS FOU LING NAIIAAA OF 1W GO A 4 0019" OF OVARVAK M rIIIX BWL #MMW IME Fact FOR TMEMMWAIE Wft WIM O!OFS RKH AS OAS, OOAV IMO Iw, " OAAML fAmoom v" Iocwm R 7X F! 0cm 1w IF Rota �0_u u 11 Iu)u uafut\.uruu . a II' f`� S I IGe /siV5i5 '641VX, -r ls41M20 1 1 a N RJOPIrioNAL �NEErf : L'ND SCflPE E /RR /6 #1 rI A/ i .� GREG .. STONE �� /jj�r. w \ \�� LANDSCAPE ARCHITECTURE SIXrY -NINE McNEILL AVENUE ENCINITAS CA 92024 436 CITY Or- r- "CINrrA-3 PUPLIC WORKS DEPARTMENT DRAWING NO. IRO - PAR K II - f� --,BUILT 0353-8 WOPK ^ROJFCT NO. SHEET 1 OFk1