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1990-8002 R (Plans) GENERAL NOES - ASmBUILT WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. THE IMPROVEMENT'S CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE , PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE COUNTY OF SAN 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANC E WITF1 CITY OFi=(ICINITRS Strap/✓/�/qa/ �pUNpApY II ®� DIEGO OCTOBER 1982. STANDARDS L. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. /9 , '�" � THE PREPARATION OF SUBGRADE AND PAVING OF STREETS. . . . . . . . . . . . . .. . . . . ' I ® THE SURFACING OF EXISTING STREETS (TRANSITION AREAS). . . . . . . . . . . . . . . O �--GARDEN BURT I 5 THE CONSTRUCTION OF TYPE G CURB AND GUTTER COMBINED . . . . . . . . . . . . . .(G-2) 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE , , CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF ANY BERM, f o o THE CONSTRUCTION OF STANDARD CURB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(G-1) CROSS GUTTER AND PAVING. -'W- -h ° -W a . . . . . . . . .. .. . . .. . . . .. . . . . 5. THE EXISTENCE AND LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE /J �� y�. /O Q� y 2 E WF_5741.eE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. tO THE BEST v THE CONSTRUCTION OF 6 IN. A.C. BERM TYPE A (G-5) OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS /j //O O O O O . o ~ 1O a6 •-%+;�I SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE p � THE CONSTRUCTION OF CROSS GUTTER AND CURB RETURN SPANDREL. . . . . . . . . .(G-12 } L •�I .� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON I �� 'I,--•'_- • AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. `� i d l�0 o er THE CONSTRUCTION OF 4 INCH P.C.C. SIDEWALK. . . . . . . . . . . . . . . . . . . . .. . . . .(G-7 } 6, lOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE IIIIO ® O ® O O O © li THE CONSTRUCTION OF CONCRETE DRIVEWAY. . . . . . . . . . . :. . . . . . . . . . . . . . . . . .(G-14 SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW i I O T FE O v WORK. cONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING I o--- THE CONSTRUCTION OF WHEELCHAIR/PEDESTRIAN RAMP.(.C �PE A�. . . . . . . G-27 ( ) - UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT - -6r� - LBA i�s� r)Q ROAD REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE', OF ACTUAL -- CwJ --�4- I -A 2'- - - THE CONSTRUCTION OF STREET NAME SIGNS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(DS-13) LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR THE INSTALLATION OF STREET STOP SIGN. . . . . . . . . . . . . . . . (DS-13) TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL'COORDINATE HIS WORK I O II IN THE CONSTRUCTION OF BARRICADES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITH COMPANY REPRESENTATIVE. K E Y MAP VICINITY MAP- THE INSTALLATION OF SURVEY MONUMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .(M-10 } NOTICE: _ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SCALE 111=100 NO SCALE PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR THE INSTALLATION OF STREET LIGHTS ( 50 WATTS) . . . . . . . . . . . . . . . . . .(E-1) 0_ ° LOCATION OF ELECTRICAL CABLES, GAS PIPING AND / APPRUTENANCES, CONTACT THE SAN DIEGO GAS & THE INSTALLATION OF PARKWAY TREES.t z$. •:: )S Fy Al 1 • • • • • • • - •. . . . .(L-1) ELECTRIC COMPANY, TELEPHONE: 619 232-4252, K E 1 ! v*' EiFkA P 1' L E G E N® THE INSTALLATION OF P.V.C. SEWER MAIN. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .(S-4 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK THE CONSTRUCTION OF STANDARD CONCRETE SEWER MANHOLE. . . . . . . . . . . .. . . .(S-1 ) WITH COMPANY REPRESENTATIVES. THE INSTALLATION OF P.V.C. SEWER LATERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . .(S-13) ®- --�� NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS". FOR ®'- C}- MANHOLE ` 'BOO BLOCK N0. THE CONSTRUCTION OF P.V.C. WATER MAIN. . . . . . . . . . . . . . . . . . . . . . . . .. < . .. . . . . . . . .®-- LOCATION OF CABLES AND APPURTENANCES CONTACT - -THE TELEPHONE COMPANY.TELEPHONE:619 293-0595. 10 �t-w- WATER MAIN EXISTING/PROPOSED _ - - EASEMENT THE INSTALLATION OF GATE VALVE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 9. IT SHALL BE THE RESPONSIBILITY OF THE "DEVELOPER TO CONTACT ALL UTILITY t5)-i'- S- SEWER MAIN EXISTING/PROPOSED o-- DRAINAGE FLOW IN STREET - -� THE INSTALLATION OF WATER SERVICE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .# P-2 - AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. -' �-"- STORM DRAIN SUBDIVISION BOUNDARY _ - - THE INSTALLATION OF AIR & VACUUM VALVE ASSEMBLY. . . . . . . . . . . . . . . . . . . . .`' P-8 �- 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND .- FIRE HYDRANT @ LOT NUMBER _ _ THE INSTALLATION OF 2 INCH BLOWOFF ASSEMBLY. . . . . . . . . . . . . . . . . . . . . . . . .* P-!i ®-•--O INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE APPROPRIATE COMPANY. G 1 SHEET NUMBER -+- STREET NAME SIGN THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (BRONZE RES.TYPE) . . . . . . . . .x P-1 ' 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE STREET LIGHTS THE CONSTRUCTION OF STORM DRAIN. . . . . . . . . . . . . . . . . .. . . . . . ... . . . . . . . . . . - �-- " BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY THE l T'-H.Et•'CONSTRUCTION OF STORM DRAIN CATCH BASIN TYPE F . . . . . . . .(D-7) -�' OF NCINIT, S. �� " ' „ „ 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED amic5-60, in W THE CONSTRUCTION OF TYPE 'C' CURB INLET . . . . . . . . . . . .(D -3} OUTSIDE THE AREAS TO BE PAVED. /O r' B` THE CONSTRUCTION OF CURB -OUTLET TYPE 'A' (D-25) 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES °f / 6' THE (-aNr,-tQur_Tkom of Q6LL GYnfe�Mer OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ° Z 5f, Trees ' Me�f E risf, yr xr 3 Tro r�i ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE ?�o Q,p% / *INDICATES A SAN DIEGUITO WATER DISTRICT STANDARD DRAWING NUMBER. FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH r STANDARDS, LAWS AND REGULATIONS. 1 � % �I b E tr s�Cc.rb�S�dewa 14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A Srt/e walk v DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER STRUCTURAL SECTION PER GENERAL NOTE N0. 2 PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE GAR DEN A R OA D PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ACCEPTABLE �Sfr�f Lig, ii Ngler!?Me/dr f�g;,TfLztF6 ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE �1 20' W PREPARED BY A REGISTERED CIVIL ENGINEER AT THE CONTRACTOR'S EXPENSE. 15. ALL STRIPING SHALL BE DONE BY CITY FORCES. Meefexlsf s' S� �,\pt• °` AS Bd/GT NOTE: ICo. A P2ECON5712UCTION CONFEI?�/NCE SHALL 6E NELD P12102 TO CON5712UCTION. � �QVjnq p'I j 7f1E Fot..tow/nrG MATS=R/ACS GVE/?� dSE,D I 17. NO 12EVISION5 SHALL PEE MADE TO THESE PLANS W ITUOUT TPE APPROVAL OF b.a TILE ENGINEER OF W012K. SOwcvf /N 04rt/S7 ?U Cj/0A ; exJs f vin fo S y `5id�'4 v WA 7ER 114 z-✓ES - WATBQSoN 18. AC.P' "T2AN51TE"STOf�M DRAIN PIPE IS AN ALTERNATE TO TuE 2C.P SPECIFIED A° ,9 C � PEI2EIN. TIaE "O-LOAD" F02 AC.P 5PALLDE TWICE T"ATSNOWN FOR 2C-P STRUCTURAL SECTION PER GENERAL NOTE NO. 2 DECLARATION OF RESPONSIBLE CHARGE �/Ro RY01ZAA17- - JovEs 19. WWE12E.T2ENCUE5 ARE W17WIN EASEMENTS, 501L5 12EPORT5 SHALL DE.5UDMITTED MELBA- ROAD- _ TO TIDE CITY ENGINEER DYA QUALIFIED 501L5 ENGINEER WNICN CERTIFIES TkAT NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I '4 TER P/PF TWE T¢ENCN 64CKFILL WAS COMPACTED AS DIRECTED DY THE 501L5 ENGINEER ACCEPTABLE I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ACCO20ANCE WITH ON SITE EAI2TWWORK 5PECIFICATIONS AND CITY Fii-el�y,0kOq/6 �'WO7tel-A' -,15 Sfrer}Lrghf�St7/e�s IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BEST S�(iyE.P P//�E - MA.V � - SDR35 5PECIFICATION5. Ire 52 1V OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS !o /G !p CONSISTENT WITH CURRENT STANDARDS. Sr"OR/v! D.PAriA/ - AMERoN ,QCP 3 STRUCTURAL SECTION PER GENERAL NOTE NO. 2 I ?tApi I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY V Z.D�+ !.5 ?p�.� Zo./o� /5 I• ?p�� THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, s .o AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. PLANS AS'BUILT e.Y4 O .Q 6 ;em/Cu-6 6";Po//aorb. O W N E Fi'S CERTIFICATE , SidEVV4//t �7i � N RMA�rrs� T f/�P.*/D� r, /O�Z4'�f 9 �ul R.C.E. 21693 NORMAN C. AR DT DATE TT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. / G°+ f RT MANITOU ENGINEERING COMPANY Z A R D E N A COURT 350 WEST 9TH AVENUE ESCONDIDO, CALIFORNIA 92025 " It IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED (619) 741-9921 PRIVATE CONTRACT T R QC T Z CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS tj WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. PERMITS SHEET W F CITY 01`` �hICtNc WO L * No 1693 1 DEN4R1MEaI9 ` PIK1VOt2K5 SHEETS O , I FURTHER AGREE TO Cv.a,. l•Cs WORK ON ANY IMPROVEMENT'S SHOWN ON THESE PLANS � --- - -- Exp9.3040 * CsRADtNG PERMIT NO. 1..`\4C®�o PL^N5 FOR THE IMPROVEMENT F" WIT;IN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE e DOYSTRUCTLONCOMPLETEDND IRRESPECTIVECHANDRKINDEPENDENTN NORMAL OTHER WORKING - - u�9Tf OFCAIiF MAJOR USE PERMIT NO. 81-14 S CL 6 lvi rA �� C� Q N ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. TENTATIVE MAP NO. _ 3 Divrae,- 64'S Deve%pme 7; a Genern/ rship CAlL>tDtPF SANITATION Dt5TQICT 5AN DIEGUITO WA•F-P- M,5TC21CT CITY APPROVED CHANGES BENCH MARK c��IFOw,tA c�alwre ckwa 3tb 1 83 ,,; + M�. d wa /- n� '. .a �enero/ �arfi r - No. D¢isri&tion llpprovetfDy Oat ME -✓ VALID FOR 2 YEARS FROM DATE. lGt(�S1 DESCRIPTION: mor on f0� 6f mrdd/e 6f Recomm�Oa lorapp,o al: ApprorW:✓�T e. = �• - ` ! AS'BUILT Di E Oi20 6LY_YJ�T+ n MQ Q. S 4rf7 S 'rA aP 4, tr SUBDIVISION ENGINEER LOCATION: SYCGimnl- m Q Address. 3C 48 Moir Sf , w _ - Epri• ,of work: ChKk•d by. Nd 1 RECORD FROM: Chu/4 Ysfa,C4 920// Juw 198" 4Mw�-`h• g �Gr // /� ��oiin�.E C..• P App.o.a e,4: QQ'°-7�• t A � � ELEVATION:- 0 DATUM: MA.!!D oQrW+c.A4Npr R.0 I 21603 AM.l�i 141 L7 t _ {"t3 G7 A� W CL. FILE WU2R-576 PC 2015 8002 R o� i I I SEWER NOTES: WATER NOTES: i ALL WORK SHALL BE DONE IN ACCORDANCE-WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL P 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, TO THE STANDARD SPECIFICATIONS OF THE SAN ALL WORK WATER DISTRICT. THE ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, AND THE FOLLOWING CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIAL PROVISIONS: YEAR AFTER THE DATE OF ACCEPTANCE. 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S-41 UNLESS OTHERWISE SHOWN. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE 2. PIPE AND BEDDING CONDITIONS: DISTRICT UNDER SUPERVISION OF BY THEEDEVELOPERUITO WATER i (A) ALL PIPE SHALL HAVE A 4 MINIMUM OF 3/4 INCH CRUSHED ROCK ! BENEATH THE PIPE. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHAWN ON THE WATER MAIN PROFILE, (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF SIX. INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, STREET, CRUSHED AGGREGATE, NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. PIPE SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR (6) INCHES MINIMUM ABOVE THE PIPE AND SHALL BE 3//4" CRUSHED EACH RESIDENTIAL LOT. ROCK. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA l 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE DIVISION OF SAFETY FOR ALL TRENCH WORK. 1 LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT 7, INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. OR 7 FEET FROM FACE OF CURB WHERE CONTIGUOUS SIDEWALK WILL BE CONSTRUCTED. 4:, THE CONSTRUCTION OF P.C.C. SEWER MANHOLES PER S.D.R.S.D. NO. 171 POURED IN PLACE MANHOLE BASES SHALL BE FINISHED COMPLETE AT TIME OF POUR 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT AND EXCAVATION PERMIT FROM CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT FOR WORK WITHIN EXISTING CITY 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER S.D.R.S.D. NO. 'S RIGHTS-OF -WAY. t S-13 AND S-14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM ARE INSTALLED WITHIN EXISTING COUNTY RIGHT-OF-WAY, . PRIVATE EASEMENTS, COVER. AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS PUBLIC 14ORKS DEPARTMENT BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE 7. THE FINAL LOCATION AND ELEVATION OF SE14ER MAINS AND LATERALS SHALL BE SAN DIEGUITO WATER DISTRICT OFFICE. "AS-BUILT" ON THE ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE 8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. SPECIFICATIONS. 9. FILL AREAS MUST BE COMPACTED TO 903 PRIOR TO PIPE INSTALLATION. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 PROJECT. ! HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 903, PRIOR TO PIPE INSTALLATIONS. 11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION FOR ANY EXCAVATION WITHIN EXISTING RIGHTS-OOF-WAY. AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF LIMITS OF THIS PROJECT. ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND 15. CONTRACTOR SHALL PLUG ENDS OF ABANDONED WATER LINES W/CONCRETE. SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN f WORKMANSHIP AND/OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF 16. MAINTAIN MINIMUM 1 FOOT VERTICAL CLEARANCE BETWEEN WATER MAINS AND ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR AND CROSSING MAINS, INCLUDING SEWER, ELECTRIC, GAS, TELEPHONE AND CABLE TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. T.V. SERVICES. INSTALL 5F-VEI2AND ELECTQIC TO CQ055 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE - UNDER WA T E Q MAINS. _ APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL - PUBLIC SEWER LINES INCLUDING SEWER LATERALS - LOCATED IN PUBLIC RIGHT-OF-WAY. i i U PLANS AS-BUILT !� r In,441 kip NORMAN C. ARNDT DATE uj Z Q�oQ�oNssioygl� PRIVATE CONTRACT uj SHEET GTY OF° ENCIN1TA� � W T. 2 MPAQT'MEN I OF PUBUC YdO2KS SHEET` I° No. 21693 Exp.9"3089 * PLAt45 FOR THfE.IMPROVEME:HT +- �l CIVn a�Q l � 11 1VA Cr -z N gIEOF CAUF�� T ~/43 In CFTY APPROVED CHANGES BENCH MARK ' ccr ItoxN,A c�crtw4ra IKDt<X 3ia-t�s5 �+ + No. Denription Approved by Dm AJ-`BU/L.7' IQ•Z'('� � :M I ¢ J e DESCRIPTION:j5�z=rts O REgG2 Of PU6LL l4-RT+ = ta„ •e•Coll LOCATION:5y1l 'ncr /�rfer5ecfi of 5oll�a �r� " Z l SUBDfY IS10N ENGINEER b' ` O Enre ,of work: Chick W by: T. AA . •. • LA J RECORD FROM: /Y//dlZaf /_ . /`f.Bw/D� APP,o.,i ar.: R Pmi O - - ELEVATION: DATUM:.��•YD oa✓.WC.gczfoT R.c&. 2!603 .1L ~�I ��� .d PC 2. 015 8002R j i _ — _— ___ _ _ l J _ Fp - AC.' ZEi 7 =FEE7 _ �j mn GA�WEA- -- _ N N Ht — - N - --- �b- - -- 44 V C• r _ _ - -_ - - - "� - - st�� -- _ EXIST_LT E.P� � _. � - � p - - - - - -- - - - D m N - - - EXIST. / - - - - — 01n 19&32 EX16T_1 - - Bf209hCcxzsfLH. /Otter _ 44 - -- - _ -- - -- 0E 2/�r1G t - - - APPQOX. TOP OF I _ - - - - _ Ex/B . G WATER - - _ - � = 1 j 1.4.183. - - - - -_ - - F F ( _ ro N1 _ - �-q - y, _ _ w - - 4 /75. 4 - - - - - - (ELEV) /ND/CATEO FIELD 9UQ EY v° ELEVATION rR V) u � j5ee Sheet 4 I to 0 �c >O Additions/ Q/D/�t/fo 6e d�icafec/on /n9p. [n I h �� fGaJ Di © J �U o h o o /ret41/ 2 T pe AI-4ilYe/l6w,Pze{/ecforized� ��� n `� ° m 4 y. EXi�t power Po/=5 m L UN �N � a-kern / x/8'x0,063"'A/umnvm a I h 1%� Ad �" 5Ex/s1, Powecr 00/_s Q' on 6'CS1T/-9nsA74-AGbsfs �� X11• yro be Re/6rn d � s p �LbS S s R/N/ o be 20 1D o' 5 � f 5 I Cie) I 44R, u 2 e h r i Aw L � .. f Q�•M Over c/y ex s�pUV -251 I O Exi&117r �ruo l9� os necessary for � Q p 3moofh frnnsifion y a �� ;s Exisf. F.�/ Q �` Cl�f�/ f kj �Exlsf. 2"W4ferrvrca X �xislf</ 5 I1rr scv Q £xis , r v iy fo be a6, 3L V Z � d`•��S�P�'g r'� �ciwcufCl�ernoue exisf I � I� I � C11�,,,����,✓f¢ I D O S��S I I I k�pD�� I I \ I PLANS AS-BU10 NORMAN C. ARNDT DATE of V Q�oe�oFE��wgl� PRIVATE CONTRACT l z , SHEET ClPf OF ENCIN4!47 No. 21693 3 DEPARTMENT OF PUBLIC WORKS $HEFTS 4[ Exp.9-38-89 \* PLANS FOR THE IMPROVEMENT OF: W �f9lfoF�a��E MEL Ba ROAD CITY 'APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 010- 6 83 N NO. DESCRIPTION APP'D BY DATE DESCRIPTION:Ch i4nt/•�AVp/&e 0/77./1 h o-In iddlie al Cb .Q`ef RECOMMENDED FOR APPROVAL A V 0 - I A5 BUILT tow IMI-11 "5 � 8 i6•� z � LOCATION: SW Corn--r /n r5ecfi on 61C 5srn4? ,� Or FOR .MO T uc, T .Mane'_non AVe, SUBDIVISION EN9INEER DIRECTOR OF PUBLIC WORKS RECORD FROM: SAN DIEGO COUNTY BENCH BOOK. NORTH COUNTY ENSINEER OF WORK: Cbsc a by T- M• • . ELEVATION: Ql,�j.lo4Q DATUM: X/AV O. Z iP///T Approve by 187-NORMAN C. ARNOT. RCE 51893 IQ�= PC 2. 015 8002R r,, Yr - VN - - - - - - ,A o c - _ 2340 - - - - -- _ _ _ _ w - - N N W/ - -- — - -- coN _ y _ _.. -- - _ .. -- -_ _ - _ - _ _.- - - - — ®_' - -__. '44 er ks _ ZZ 230 -- - ; _ YY . 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ARNDT DATE LYc��J V k WATER NOTES Q�oe�pFEssi°Na,F PRIVATE CONTRACT U3e /2"C/-/SO P. VC. C-900. y=o s y SHEET IT Y OF' ENCINITA.3 r,?, Confracfcrfo jer�{y IOW11o� %fh No. 21693 4 FPICC PARTMF1JTOF PUBLIC WORKS SHEETS Lij ExD.93089 tAi O{eXiSf�ncJ Wa er f,ac%Moics pd r� \Q PLAN5 FOR THE It+t ROVeWIF=JT OF: innir�new construcfirn. .Uofi{y Jr C1VI1 \ n it /'� T�1 Pj'5h-icy`48 hours in ndV gnce for elf OF CAUFO� GA &M —DE NA - ROAD'; 'V IQ C'UQa� //Q T.4 n. T.4 f7ecfior/. IQ CITY APPROVED CHANGES BENCH MARK cauaolu»A coatfllxlare INVta( 3�s-iFES3 J \ No, d/BE4RIA16 C40 1u5 I-LVSI-P ,PEM�.e�5 NO, d ,B Q/N6 .PA,O/Z6 LEN6TL� � N ,�/ A Na. Description Approved by Date / d=BS°25'59" 30" 44. 73" �p J`T/��y0u�0 �(JQ� DESCRIPTION: L�j%5p/ SdUIJ/� �rl f1�7 of mda�/a Of— Recommended for approval: Approved:M�T 6V / N/ 22"//'� 30.0/' l A3-BUILT cozlg, / DlR oeoFwellLNpitKS 2 Jr 7°,56.56" 320' 42.53 G"TYOE G CU2f3 Q-/0404 300 ' -55.92' r ` rn 3 SUBDIVISION ENGINEER 17 z 3/� d,(��0�1¢✓/�3Q��� 280 ,52.✓p n " 3 . �=/OV¢-✓,U ' 300• 5c.co9 LOCATION: SW�M� /nTLOr'rJECT/LS/? �T SQ/��d}�/JJ-� Engineer of work: //-� Chttked by: �*_ ,• � \ �F. /Y/°/✓G:7'� 8V " " /V/�IJ .G✓" /C70.3� r /CfOJrIJI / Approval date: Y` 5 /'/3 ?91_t 8 RECORD FROM: Ro¢NWNC,Aaupi R.C. 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