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1991-1183 R (Plans) GENERAL NOTES: WATER, NOTES: SEWER NOTES: a !WORK Tp BE DONE Z IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE' DONE ACCORDING L A PERMIT SHALL BE OBTAINED FROM THE CITY OF 1. WATER MAINS , LATERALS AND APPURTENANCES SHALL ENCINITAS SANITARY DISTRICT R TO THESE PLANS AND SPECIFICATIONS ; THE CURRENT SAN DIEGO COUNTY ENCINITAS FOR ANY WORK WITHIN THE STREET RIGHT- BE CONSTRUCTED' ACCORDING TO THE STANDARD SPECI- SEWER NOTES o REGIONAL STANDARD DRAWINGS' S, SPECIFICATIONS AND SPECIAL PROVI - OF-WAY . FICATIONS OF THE SAN DIEGUITO WATER DISTRICT . I R I SIONS FOR IMPROVEMENT OF SUBDIVISION STREETS. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE "ALL WORK SHALL BE DONE IN ACCORD- = I 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE ALL WORK FOR A PERIOD OF ONE LYEAR AFTER THE ANCE WITH THE STANDARD SPECIFICATION J WITH STANDARDS AND AS APPROVED BY THE CITY DATE OF ACCEPTANCE . FOR PUBLIC WORKS CONSTRUCTION, 1979 a Il it. C. PA✓EAISN7 , , . . . . . . ENGINEER . EDITION, THE 1979 SAN DIEGO STANDARD / v Z. UNLESS OTHERWISE NOTED , ALL CONNECTIONS TO SPECIAL PROVISIONS TO THE STANDARD , A .C . OVERLAY 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN EXISTING MAINS WILL BE MADE BY THE CONTRACTOR , SPECIFICATIONS FOR PUBLIC WORKS CURB AND GUTTER TYPE "G" ( 6" ) G-2 . . �r DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUC- UNDER THE SUPERVISION OF SAN .DIEGUITO WATER CONSTRUCTION , ADOPTED BY THE SAN TION OUTSIDE THE PROJECT BOUNDARY . DISTRICT , AFTER PAYMENT OF THE ESTIMATED COST DIEGO REGIONAL STANDARDS COMMITTEE \ I CURB ONLY ( 6" ) G-1 . BY THE DEVELOPER . CONTRACTOR SHALL COORDINATE AND THE FOLLOWING SPECIAL PROVI - �_ �� .. .. .. " • " .. ' • 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET WITH DISTRICT ALL ARRANGEMENTS FOR HIGH LINING , SIONS. ' �:J ROLLED CURB AND GUTTER . . . . . . . . . .G-4 . . . . RIGHT-OF-WAY SHALL BE CONSTRUCTED CONNECTED AND TEMPORARY SERVICES, ETC . , PRIOR TO SHUTDOWN . ( -."�T�i'r• 1 . TRENCH WIDTH SHALL BE PER SDRSD If1 P .C .C . SIDEWALKS . . . . . . . . . . . . . . . . .G-7 TESTED PRIOR TO CONSTRUCTION OF BERM , CURB , �-- NO. S-4 UNLESS OTHERWISE 1 CROSS GUTTER AND PAVING . 3- WHERE ELEVATIONS AND GRADES ARE BiT SHOWN ON THE WATER MAIN PROFILE , TOP OF PIPE PROFILE IS SHOWN. I 1 D4 o , a PEDESTRIAN RAMP . . . . . . . . . . . . . . . . .G-27 . . . . 2 . PIPE) AND BEDDING CONDITIONS: dd��l� S. THE EXISTENCE AND LOCATION OF EXISTING UNDER 48 INCHES BELOW CENTER LINE FINISH GRADE OF (A) ALL PIPE SHALL HAVE 4 f T . GROUND FACILITIES SHOWN E THESE PLANS WERE STREET . MINIMUM OF 3/4" INCH CRUSHED w P .C .C . CROSS GUTTER . . . . . . . . . . . .G-12 .1 . . . . OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE , THERE ARE NO ROCK BENEATH THE PIPE . 4 ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVE- (B) V.C.P . AND A.B . S . TRUSS PIPE SP WATER MAIN ( SIZE & TYPE NOTED) . . . . -� OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON WAYS . THESE PLANS . HOWEVER , THE CONTRACTOR IS RE- BEDDING FROM BOTTOM OF PIPE I II 10 9 8 7 D p� TO (6) SIX INCHES MINIMUM ABOVE 1 �����U� GATE VALVE ASSEMBLY . . . . . . . . . . . . . . . . . . . . QUIRED TO TAKE PRECAUTIONARY MEASURES TO PRO- y, CONTRACTOR TO FURNISH ONE INCH COPPER WATER THE PIPE SHALL BE SAND, 6 FIRE HYDRANT ( COMMERCIAL ) . . . . . . . .P-1 �---o TECT ANY EXISTING FACILITY SHOWN HEREON AND ANY SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT . GRAVEL , CRUSHED AGGREGATE , OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON NATIVE FREE-DRAINING GRANULAR I 12 - `"J/ CONCRETE THRUST BLOCK . . . . THESE PLANS . 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT MATERIAL HAVING A SAND EQUIVA- FORM THE CALIFORNIA DIVISION OF SAFETY ,FOR ALL LENT OF 30 OR BETTER. OPEN 5 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE TRENCH WORK . 13 SPACE 2' BLOW-OFF ASSEMBLY P-4 . MET BY WORK TO BE DONE SHALL BE CONFIRMED BY (C) P .V.C. AND A.B . S . SOLID WALL . . . . . . • • • • • PIPE BEDDING FROM BOTTOM OF PIPE " 1 1 ' MANUAL AIR RELEASE VALVE . . . .P-10 S-� FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW 7, INSTALL -.FIRE HYDRANTS 2 FEET FROM FACE OF CURB , TO (6) SIX INCHES MINIMUM ABOVE w- 14 20 4 SCALE: III=100 WORK . . CONTRACTOR WILL MAKE EXPLORATORY EXCAVA- IF NO SIDEWALK EXISTS , OR 2 FEET BEHIND WHERE THE PIPE SHALL BE 3/4 CRUSHED - �!E TIONS AND LOCATE EXISTING UNDERGROUND FACILI- SIDEWALK WILL BE CONSTRUCTED . ROCK. A. B .S . SOLID WALL PIPE IS 3 1 ' WATER LATERAL . . . . . . . . . . . . . . .P-2A TI-ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO - � • PERMIT REVISIONS TO PLANS IF REVISIONS ARE 8 PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH INVERT GRADES ARE 17K OR GREATER . MAY BE USED ONLY WHERE PIPE SEWER MAIN ( SIZE TYPE AS NOTED ) . . . . NECESSARY BECAUSE OF ACTUAL LOCATION OF E POINTS IN WATER MAIN. EXISTING FACILITIES . 3. AFTER COMPLETION OF PIPE LAYING, % 16 a 2 I SEWER MANHOLE . . . . . . . . . . . . . . . . . .5-1 . ALL MAIN LINE SEWERS, SEWER 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT SERVICE LATERALS AND STRUCTURES _© 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION SHALL BE TESTED IN THE PRESENCE SEWER LATERAL . . . . . . . . . . . . . . . . . . .S-13 . . . . ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR WITHIN EXISTING CITY RIGHTS-OF-WAY . 17 I r� OF THE ENGINEER . AIR PRESSURE STORM DRAIN ( AS NOTED) . . . . . . . .D-60.1 ,D-61 . . . . ----- COMPANY PRIOR TO STARTING WORK NEAR COMPANY TEST SHALL BE USED UNLESS OTHER- /� FACILITIES AND SHALL COORDINATE HIS WORK WITH IO THE DISTRICT REQUIRES THAT COMPACTION TESTS BE WISE DIRECTED BY THE ENGINEER . 18 ww COMPANY REPRESENTATIVES . TAKEN WHERE WATER LINES ARE INSTALLED WITHIN 4 . THE CONSTRUCTION OF P .C.C. SEWER TYPE "I " CATCH BASIN . . . . . . . . . .D-29 .1 . . . ., NOTICE : ALL ELECTRICAL AND GAS SERVICES WITHIN EXISTING COUNTY RIGHTS-OF-WAY , CITY OF EBINITA MANHOLE PER SDRSD NO. S-17 . • THIS PROJECT ARE "UNDERGROUND INSTALLATIONS' . RIGHTS-OF-WAY PRIVATE EASEMENTS , AND THE RE- PRE-CAST MANHOLE BASES ARE ` TYPE "F" CATCH BASIN . . . . . . .D-7 . 1 . . . . no FOR LOCATION OF ELECTRICAL CABLES AND GAS SULTS APPROVED BY THE CITY OF ENCINITAS , BEFORE ACCEPTABLE FOR USE WITH 8- INCH ® '. PIPING AND APPURTENANCES CONTACT THE SAN DIEGO THE WATER LINES ARE ACCEPTED AND A COPY SENT TO COLLECTOR SYSTEMS WITH INSPEC- 3 CURB OUTLET-TYPE "A" . . . . . . . . . . . .0-25 GAS & ELECTRIC COMPANY . TELEPHONE: 235-6323. THE SAN DIEGUITO WATER DISTRICT OFFICE . TOR ' S APPROVAL. LEGEND g;THE CONTRACTOR SHALL NOTIFY THE PACIFIC BELL 1 5. THE CONSTRUCTION OF 4- INCH SEWER 1. PRIOR TO AWARDING WATER LINE CONTRACT , OWNER LATERAL PER SDRSD NO' S S-13 SUBDIVISION BOUNDARY..._.__.. \ COMPANY PRIOR TO STARTING WORK NEAR COMPANY SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND S-14 . LATERALS SHALL NOT �'�� FACILITIES AND SHALL COORDINATE HIS WORK WITH AND REVIEW CURRENT SAN DIEGUITO WATER DIS- DISCHARGE DIRECTLY INTO MANHOLE . LOT NUMBERING___ . COMPANY REPRESENTATIVES. TRICT 'S SPECIFICATIONS . _ _ ______ 3 / *DWG . NO . PER S .D .W .D . ( SAN DIEGUITO WATER _ _ _- g � / DISTRICT 6 . THE CONSTRUCTION OF CONCRETE SHEET NUMBERING _ .______._ O 9, NOTICE : ALL TELEPHONE SERVICES WITHIN THIS 12, THE CONTRACTOR SHALL NOTIFY THE DISTRICT 'S ANCHOR WALLS PER SDRSD NO. S- 10 , SEWER LINE �L>73LI C CAS GMCNT /�/O/E - -- - - - ---- -,1 -5-a- PROJECT BOUNDARY ARE `UNDERGROUND INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF 7 ALLEMAINS AND LATERALS SHALL BE -E•-so E AS> nn�NrS iD 5�1n� DtE�UITU W/�TER OI�rRiCr 19S IPPURTE ANCES ` . FOR LOCATION OF CABLES AND BEGINNING WORK TO ARRANGE FOR INSPECTION OF CONSTRUCTED WITH 42- INCH MINIMUM WATER LINE ____ W W KE-CA2D>✓L7__(�GI Z $ LR9Z -DER FILE II,5T- APPURTENANCES CONTACT THE PACIFIC TELEPHONE PROJECT . REQUEZ�_ $TRFFT &ECD p�$ 7139 2 tlg2 -:Pe 74 0, COMPANY. TELEPHONE: 1-600-422-4133 COVER. FIRE HYDRANT- _ _ __ ---$ 13FILL AREAS MUST BE COMPACTED TO 90% , PRIOR TO 8 . THE FINAL LOCATION AND ELEVATION EASEA ENtS (D 9NGINtrAS $ANITA'cZY 'IJISTIZ.\CT A5 BLOW OFF _ _ _ _ __ _ _ _ _ ___ _ TJ5DlGRTE'p ?5R MAp 13Uolo RS 7ZEGOtZD�D IO O SHALL BE THE RESPONSIBILITY OF THE DEVELOPER PIPE INSTALLATION . OF SEWER AND WATER LATERALS p ° d /VdV- Z3, L�t4Z ?, T(�n7. 2.9, 149b i�ptZ p(L6 /V0:9 TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF SHALL BE SHOWN ON ORIGINAL AIR VALVE _ _ __ _ _ _ __. _ _� MAP ��w LQ42 ' -3, leta2 � Af\) 1 qqt -j? Z r-lL THE PROPOSED IMPROVEMENTS , AND BEAR THE COST OF 14- APPROVAL OF THIS PLAN BY S .D .W .D . DOES NOT PLANS, PRIOR TO ACCEPTANCE OF i RELOCATIONS , IF NEEDED . CONSTITUTE A REPRESENTATION AS TO THE ACCURACY WORK. GATE VALVE- OF S_ _ _ _________• __ STATEM EN T OF THE LOCATION OF , OR THE EXISTENCE OF NON- 9. ALL DESIGN CHANGES OF SEWER STORM DRAIN- _ __ _ _ _ _ •_ II,ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE EXISTENCE OF ANY UNDERGROUND UTILITY , PIPE OR MAINS SHALL BE APPROVED BY THE SD' OF RESPON SI B 1 UTY "UNDERGROUND INSTALLATIONS" . FOR LOCATION OF STRUCTURE WITHIN THE LIMITS OF THIS PROJECT . DISTRICT ENGINEER IN WRITING STREET LIGHTS -- - -- -- pia-, CABLES AND APPURTENANCES CONTACT NORTH COUNTY PRIOR TO ACCEPTANCE FOR PUBLIC CABLE . TELEPHONE 755-9361 . I& ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL USE. 10 . FILL AREAS MUST BE COMPACTED TO I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT. 12.POWER SOURCES AND RUNS SERVING STREET LIGHTS DESIGN , I ,E . , LINE CROSSING, LINE PARALLELING 90% PRIOR TO PIPE INSTALLATION . KEY MAP M AT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THE SHALL BE SHOWN ON THE 'AS-BUILT" IMPROVEMENT OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED . 11 . THE CONTRACTOR SHALL NOTIFY THE SCALE : 1 - Ippl PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFES- DRAWINGS . ALL SOURCES SHALL BE LOCATED WITHIN ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR DISTRICTS ' INSPECTION DEPARTMENT SIONS CODE , AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAND- THE DEDICATED RIGHT-OF-WAY , OR WITHIN EASEMENTS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE 48 HOURS IN ADVANCE OF BEGINNING ARDS .DEDICATED TO THE COUNTY OF SAND DIEGO . SHOWN ON IMPROVEMENT PLANS . ELECTRICAL AND WORK TO ARRANGE FOR INSPECTION SEWER TO CROSS UNDER THE WATER MAINS UNLESS OF PROJECT.- I UNDERSTAND 1HA1 THE CHECK OF PROJECT DRAWINGS AND THE SPECIFI - 1&ALL WATER VALVES AND CASINGS TO BE ADJUSTED BY GIVEN WRITTEN PERMISSION BY WATER DISTRICT . 12 . THE CONTRACTOR SHALL AND HEREBY I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS CATIONS BY THE CITY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES GUARANTEE ALL WORK FOR A DOES NOT RELIEVE ME , AS ENGINEER OF WORK, OF MY RESPONSIBILITIES H CONTRACTOR TO FINAL PAVING GRADE ; COSTS TO PERIOD OF ONE YEAR AFTER THE SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS FOR PROJECT DESIGN . 0 BE PAID BY THE DEVELOPER. I& WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS DATE OF ACCEPTANCE OF THE WORK AS STATED IN THE FINAL NOTICE OF APPROVAL FOR SHALL HAVE AN APPROVED BACKFLOW DEVICE IN- BY THE OWNER AND SHALL REPAIR OR T. M. 89-272 N I4.N0. PAVING SHALL BE DONE UNTIL EXISTING POWER STALLED TO THE DISTRICT 'S SATISFACTION . BACK- REPLACE ANY AND ALL SUCH WORK, AND THE STANDARDS FOR PRIVATE STREETS . POLES ARE LOCATED OUTSIDE THE AREAS TO BE PAVED FLOW DEVICES ARE TO BE INSTALLED DIRECTLY TOGETHER WITH ANY OTHER WORK U ( IF APPLICABLE ) . OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WHICH MAY BE DISPLACED IN SO v- WATER DISTRIDT EASEMENT . REPAIR , MAINTENANCE DOING, THAT MAY PROVE DEFECTIVE O IS,PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR AND ANNUAL TESTING OF BACKFLOW DEVISES ARE IN WORKMANSHIP AND/OR MATERIALS gY DATE t MOZ w INFORMATION ONLY . CITY OFFICIALS SIGNATURE RESPONSIBILITY OF OWNER . WITHIN THE ONE YEAR PERIOD FROM * ExP a a/ 9 >R Z N HEREON DOES NOT CONSTITUTE APPROVAL OR RESPON- ! DATE OF ACCEPTANCE WITHOUT REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS �` �0^�3' 9Z �i A z w SIBILITY OF ANY KIND FOR THE DESIGN OR CON- 17. MINIMUM HORIZONTAL SEPARATION OF 10 ' REQUIRED EXPENSE WHATSOEVER TO THE OWNER , STAND ARDS: '�!(ra STRUCTION OF THESE PRIVATE IMPROVEMENTS . BETWEEN FIRE HYDRANTS AND S .D .G .& E . VAULTS . ORDINARY WEAR AND TEAR, UNUSUAL ALFONS O NIETO R .C. E . 29537 DATE N ABUSE OR NEGLECT EXCEPTED. 16-THE CONTRACTOR SHALL REQUEST FROM THE CITY 16. UTILITIES TO MAINTAIN MINIMUM 5 - SEPARATION 13. CONTRACTOR SHALL OBTAIN A PERMIT BY : EXPIRATION DATE : 3/31/95 Q N N ENGINEER 'S OFFICE A PRECONSTRUCTION MEETING AND WHEN PARALLELING WATER SERVICES . FROM THE COUNTY DEPARTMENT OF CITY ENGINEER , R .C .E DATE < SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR TRANSPORTATION FOR ANY EXCAVA- W SUCH MEETING . 19. CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELO- TION WITHIN EXISTING COUNTY } N LATE ANY EXISTING WATER FACILITY ( F . H . , RIGHTS-OF-WAY. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVE- =-. , OWNER METERS , VALVES , VALVE BOXES , ETC . ) THAT ARE 14 . "AS BUILT" DRAWINGS MUST BE MENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSU- , EFFECTED BY ITS PROJECT . SUBMITTED PRIOR TO FINAL ACCEPT- All ANCE OF THE WORK . ANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE h w SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY rA [RIID i�EV�LOPV/1EI� i W Z 20: CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT 15 . FOR SEWER LATERAL TABLE, SEE , •� < Q ANY ASBESTOS WATER PIPES REMOVED FROM THE SHEET UNTIL COMPLETED , IRRESPECTIVE AND INDEPENDENT ��I $� SbRR�NTO UALL� YFLO . � s ' V V GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE 16. THE DEVELOPER MAY BE REQUIRED TO OF ANY OTHER WORK ASSOCIATES WITH THIS PROJECT '2:) Z Q Ary ) 7--Q)0 , LA 42t2J ; . J Q BY THE SAN DIEGO COUNTY WASTE DIVISION . GRADE AN ACCESS ROAD TO MAINTAIN OR UNDER MY CONTROL . Iiaa z " 43217 v AROXEC7 'F //btVt C iv l4� gs7- 2l Z3 03.31-co ,�+ ! p D. M ANY PUBLIC SEWERS CONSTRUCTED N S/TE A.P.N. 258-112`29 a� j WITHIN EASEMENTS AND MAY BE tae Q REQUIRED TO DEDICATE ADDITIONAL ° CONTRACTOR'S (VOTE ACCESS EASEMENTS TO MAINTAIN THE � is' V PUBLIC SEWERS. $� STREE�Ft ^�a w �� „` W I REC,ciEty sT a � ti s CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY REFERENCE DRAWINGS LEGAL DESCRIPTION w N 4 ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY 1 B I L I TY FOR JOB S 1 TE COUNTY OF SAN DIEGO © - AS BUILT ENGINEER CONDITIONS DURING THE COURSE OF CONSTRUCTION OFT HE PROJECT , TM-4212-1 BEING A SUBDIVISION OF : THAT PORTION OF THE SOUTH ONE HALF OF INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS REQUIRE- L-0292 THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15 , z 54N7,4 FE OR. MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO CG-2865 TOWNSHIP 13 SOUTH, RANGE 4 WEST , SAN BERNARDINO MERIDIAN , ACCORD- MOfeneOMleuGnIN 0_ v]BUILT NORMAL WORKING HOURS,. AND CONSTRUCTION CONTRACTOR FURTHER AGREES CG-1659 ING TO UNITED STATES GOVERNMENT SURVEY , IN THE CITY OF ENCINITAS , �S -1VIL7 CN��N�E� - 109+Cuwnyrl.e. TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM COUNTY OF SAN DIEGO, STATE OF CALIFORNIA . Suite 222 W ANY AND ALL LIABILITY REAL OR ALLEGED I N CONNECTION WITH THE MIRPI@14l�Y01NM� EJI, TE•,r n /�� Q M1-lY l7CdU �nOleo,110.39r PERFORMANCE OF WORK ON THIS PROJ)'CT , EXCEPTING LIABILITY ARISING ` 9211PJ924 (n Z FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL . ENCINITAS FIRE PROTECTION DISTRICT ENCINITAS SANITARY DISTRICT (p 5 40 LUsK 3LV Ll.I S I L &225 I6191276-41=11 IW VICINITY MAP - nN ) IEc�o, ca 92121 PRECISION VICINITY _z z NO SCALE BY: m - o BY: DATE: u- 3- g? ( (914) 550 - 9401 MAPPING Nn 0 0 C Z 0 :r REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT APPROVAL8 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. W Q Cl 'AS ` UILT' DESCRIPTION: RO458 21.90.23 APPROVED PLANS PREP '�E NDER SUPERVISION OF RECOMMEND D APPROVED PLANS FOR THE IMPROVEMENT OF LOCA11ON: ENCNr%SBLVD II WANf.WIESRAIE HORIZONTAL p � J-\ � ��1'WR1.L� DATE : 60^_13-BIZ BY: ,+ T LLayel Noll . � � 8� R sr,sD.&QUALaNWa RD. N • ��.� y VILLA BLANCA RECORD FROM: COUNTY OF SAN DIBiO VERTICAL AS Sf/OWN BY !I° Za� '� Z►L N NIE10 R.C.E. NO. : 2 DATE: �f� DATE: E'S - I O9 DATE ELEVATION; 146.282 ' DATUM: MSL ENGINEER EXP. ?- 3/- 9S RA-E, _ R, WORK PROJECT NO CALIR)RNIA COORDINATE