Loading...
1988-15-WO- GEN NOTES .w �- �. WORK TO BE DONE ' 87145 ti 1. A PENT SHALL BE O FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR • ANY WORK W1THIti TH STREET RIGHT-OF-WAY. ._ THE IMPROVEMENTS CONS; ST OF THE FOLLOWING WORK TO BE DONE ACCOR` I'�G PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE COUNTY OF SrN t . DIEGO OCTOBER 1982. 2. THE. STRUC LPAL SEC ::0;; SHA BE IN ACCORDANCE' W'1? CITY OFE.NUNITA5 _ _ e /".�St� BIO / ✓ /S /GW STANDARDS • THE PREPARATION OF SUBGRADE AND PAVING OF STREETS... 3. APPROVAL OF THESE i?'!PRO':E'.E1T PL PLA AS SHOWN DOES NOT COtiSTiTErIE @ RES ® .... APPROVAL OF TAS © r TING STREETS TRANSITION AREAS). A COtiSTRLCiIC�'i 0':�iL� 'I1'E PsGJ .r " "C: BOi='�DAR1'. � THE SURFACING OF EXIS ( LT'ILITT.D TESTED PRIOR TO CONSTRUC:S WITH'_N THE STREET P'GHT -OF -k AY SHALL BE ... `'� i THE CONSTRUCTION OF TYPE 'G' CURB AND GUTTER COMBINED ...........4 • ALL L�DERGnOLND �4-/ , .�C, ED -, CONSEC r ED A T ION OF ANY BERM, '; vTG -GAR — C CONS N ! CROSS GL•TIF..? A.D PA �. s � - W W � � E� � THE CONSTRUCTION OF STANDARD CURB . ............................... . A ;11 42 - I Q ' AQ .C. BERM1 TYPE 'A' ......... ...(G -5) THE EXISTENCE AND LOCATION OF UNDER —` GROL'�D FACILITIES SHOb^� ON THESE THE CONSTRUCTION OF 6 IN. A � � /O PLANS W ERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. tO THE BEST ��� / 3 /4 /3 /Z // tZ � ,5T a . S - T S �/ Z S. E THE CONSTRUCTION OF GROSS GUTTER AND CURB RETURN SPANDREL..........(G -12 OF111"T KNOWLEDGE, T.z_RE ARE h0 O;HVR E.:I.'I NG FACILITIES EXCEPT AS /�/ p SHOWN ON Tr'.ESE PEA' . HOWEVER, THE CONTRACTOR IS REQUiF,ED TO TAKE ' g �� 9 Q4j � � C IDE ALK . • • • • • • • ( 7 PRECAUTIONARY :MEASURES TOE PROTECT ANY EXIS; iNiS FACILITY SHOt %*% HEREOC Q� i v , THE CONSTRUCTION OF 4 INCH P.C. S t� • • • • G` r � r T - OTHER WHICH IS NOT OF RE ORD OR t+CT THE CONSTRUCTION OF CONCRETE DRIVEWAY.. SHOW: ON ND ANY O TrI�SE PLANS. I I O o a (-14 � �' -' `'• ' M V= = TIENTC F 7 V BY WORK TO BE DONE 6. lOC'TION AND ELEVATION�F I,:PrO TO MI:.RFMIENTS PRIOR TO CONSTRUCTION OF NEB THE CONSTRUCTION OF WHEELCHAIR /PEDESTRDAN RAI�",F•.(.TYP�. P.�• • • • • • � ( G SHALL BE CONFIRED BY FIELD MEAS WORK. cONTRACTOR WILL tAKE EXPLORATORY EX- AV�TIO "�S A'�D LOCATE EXISTING �� �= �gA �, R OAD . -- r�}- -• — THE CONSTRL'CTIO?� OF STREET NAME SIG. "�S .................. ..... (DS - 13) UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CON'STRUCTT�3N• RE TCr - - V'TSIONS TO PLANS IF RFVISI - ONS ARE NECESSARY BE'CAI S: OF ACTUAL � • • . • • • • . • • ..... ..... , • , LOCATIO ' �' �' IRS- N 0. EXISTING FACILIT THE INSTALLATION OF STREET STOP SIGN. ° . THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CGM'.PA?:T P? OF 7, t Z THE CONSTRUCTION OF BARRICADES ................... .... TO STARTING 4 CRK NEAR CO.XPANY FACILITIES AND SHALL 'COORDINATE HIS WORT: c I WITH AR REPRESENTATIVE. O V I C I N I T Y M A P THE NSTALLATION OF SURVEY MONUMEN' TS ... ........................:.,(M -1 ) KEY MAP NO SCALE NOTICE: ; ALI1 ELECTRICAL AND GAS SERVICES WITHIN THIS SCALE i =100 '.(E PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR THE NSTALL.ATION OF STREET LIGHTS ( 9D tATTS)......,. ... ' RICAL CABLES LOCATION OF ELECT , GAS PIPING AND THE INSTALLATION OF PARKWAY TR EES . (2$.F•.� .' 15 CAA(, , , .. • .. . APPRU'ITENANCES, CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY, TELEPHONr: 61 232 - !252. c. THE INSTALLATIOti OF P.V.C. SEWER *LAIN. •(S KEY MAP LEGEND THE CONTRACTOR SHALL NOTIFY' THE PACIFIC TELEPHONE COMPANY PRIOR TO THE CONSTRUCTION OF STA'v'DARD CONCRETE SEWER MA'3Ii0LE ................� STARTING WORK NEAR CO,'PANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. THE INSTALLATION OF P.V.C. SEWER, LATERAL ................... •(S- =3) 'E SERVICES WITHIN THIS PROJECT QOO' BLOCK N0. ...•........ .......' NOTICE: ALL TET EPHOh ---- MANHOLE �' RE "UNDERGROUND INSTAL "LATIOi;S ". FOR THE CONSTRUCTION OF P.Y.C. WATER MAIi\. •. • • • • • • BOUNDARY A ` i f ` . . . • . • A E. TA LA Oh OF G ATE L '� OF CABLES At�D APPLRTEhANC£S CONTACT — G PROPOSED EASEMENT THE I1.S L �i •• -••• OCATIO W MA N EXISTIN L f — WATER I / A C 2 N .. - 0595. DRAINAGE FLOW IN STREET THE INSTALLATION OF WATER SERVICE . ....................... THE TELEPHONE C0: tPAhY . TEL�PHO. E :619 - Et'ELOPER TO CONTACT ALL U'T'ILITY 9. IT SHALL BE THE RESP SEWER MAIN EXISTING /PROPOSED Q ONSIBILITY OF THE D ---- - ----- THE INSTALLATION OF AIR & VACUUM VALt'E ASSEMBLY ............. .. I 5 AGENCIES, ADVISE TH1 OF THE PROPOSED IMPROVEMENTS OF RELOCATIONS, IF NEEDED. , AND BEAD THE COST — — STORM DRAIN SUBDIVISION BOUNDARY WIT Doi FIRE HYDRANT `� LOT NUt•tBER THE INSTALLATION OF 2 INCH BLOI:OFF ASS: �iBLY ............... 10. ALL TELEVISION SERVICES H IN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPL`RTENANCES CONTACT THE ¢ .SIIEET NUMBER -�- STREET NAME SIGN - THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (BRONZE RES.TYPE). .;.'..# P 1 APPROPRIATE COMPANY. .. -` ----- 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE STREET LIGHTS THE CONSTRUCTION OF STORM DRAIN ................... .......... Q •i OV'EMtENT, DRA��:INGS. ALL :SOURCES SHALL BE LOCTED WITHIN THE CONSTRUCTION OF STO A AS -BUILT I: PR STORM DRAIN CATCH BASIN TYPE .. •..(I?• - %) " THE DEDICATE: RIGHT - OF - WAY, OR WITHIN EASE DEDICATED TO THE CITY # - ...OF EhCIKITAS. j/ THE CONSTRUCTION OF TYPE 'A' CURB IA'LET.. •. •• 44/' /C'S -•- �00 /�in .... - 1 12 . NO PAVING SHALL BE DONE UNTIL EXISTING PO POLES ARE RELOCATED THE CONSTRUCTION OF CURB - OUTLET TYPE ' A' ...... .. . • • (D- -S) �� 4 _ _ e- _ � / � — OUTSIDE THE AREAS TO BE PAWED. �. - ' ' I 'OF 120LL C( � R9.. 13.. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES I - ySll REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN I �f r� Meef Eif✓i x1 3 /�/ OR / *INDICATES A SAN DIEGUITO WATER DISTRICT STANDARD DRAWING htiMIEER. ALL SAFETY DEVICES, INCLUDIrG SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 'I $,• t� - 'C"vrb Et�3f C.rb � S 6422 BY SUBMITTING A Side w / 14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER STRUCTURAL SECTION PER GENERAL NOTE NO. 2 M VING r E HAZARD 0 F CA c R WORKER PROTECTION FRO: TH DE FO PROV L.IO?vS TO BE MA /► D OF UCH TRENCH OR TRENCHES OR DURING THE tt NATION S A R D E N A R O OU'D DURING THE EXC A G GR h t PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES NOTE• ADDITIONAL WORD WILL BE REQUIRED IF EXISTING PAV'DIENT SECTION IS NOT FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO ACCEPTABLE Sf •r ' EMI TANDARDS Z5fi�f LigH�l/Yak-rMe EXCAVATION. - IF THE PLAN VARIES FROM THE SHORING SYST S kBY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE ESTABLISHED PREPARED BY A REGISTEREn CIVIL ENGINEER AT THE CONTRACTOR'S EXPENSE. o 15. ALL STRIPING SHALL BE DONE BY CITY FORCES. Mme /exl� f U PRK)R TO CONMUCTiON . TR ION CONFEQ NCE SHALL bE ELD n 2 INSTRUCTION MR! ICa. Q PRECONS LICT I: �' 1S/ '� 11. NO REVISIONS 51•IALL 6E MADE TO THESE PLANS W IT14OU THE APPQOUAL OF COMP. TEST RESULTS �, q V .� � R,.LnI;s . , A Y 6 � i TS• K. a of re T c Fs L- b B{I L I R OF WOR S rt�c' � � AS TIaE ENG NEE yP v ' M : CIFIED O RCP SPE T Tu AN ALTERNATE E AC.P 7RAN51TE STOtZNI DlZ41N PiPE 15 18 ` � t T � � ON OF RESPONS tBLE CHARGE A(xEPTANCE none _ , E ~0 2 DECLaRATI uEt2EIN. •TUE "D -LOAD" F012 AC.P 51aALL 6E TWICE T= SuOWN FOR t2C.B STRt CTU.P,AL SEC1'_OA PER GENERAL NO'1 h -MELBA- R 19• WIaE�E TQENCUFS 4RE WITHIN E1lSEMENTS, SOILS REPO ¢T5 SIaA1L 15E St1bMl TTED TO THE CITY ENGINEER DYA C;.MLIFiEO 50118 ENGINEER VVWICN CERT IFI ES THAT NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAV'EKENT SECTION IS NOT I HEREBY DECLARE THAT I AM THE ENGINEER O TEO E)Y THE SOI F WORK FOR THIS FROJECT, THAT I TWE TRENCH IACVFILL WA5 COMPACTED A5 0112ELLS ENGINEER ACCEPTABLE I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ACCORDLtNCE WITIa ON 517E E11T2THWOQK SPECIFICATIONS AND CITY ��rr�e�or (,1'X/a�rr ��i� 5frr�}Lx�if'�"S�T2°i; IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BEST 59 ew OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS 5PEC1 FICATlONS. - - _ . /o. Ar / /0' _ CONSISTENT WITH CURRENT STANDAP.DS. ., ` / o r . . I 6 s ' d� y I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AN'J , PECIFF BY STRUCTURAL SECTION PER GENERAL NOTE NO. 2 ,, ` THE CITY OF ENCINITAS IS CONFINED TO A REVIEW R ON ROJECT ES NOT R IEV'E ME, 0 ZOO+• /,5 ?D ° b "'. 20 °l0-► 5� ..� ?p,�� " , ` - AS ENGINEER OF WORK, OF MY .ONSIBILITIES FJ P � c 61 b OWNEn'S CER T iFICA T M Sidehr4 114 . f dE N RM".AN C. AR:NPT, R.C.E. 21693 LLJ MA ' ENGINEERING COMPANY Z AITOL E S I TT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO PLANS G A R D ENA COU 3 50 WEST T 9 TH A �,tiE r • *• 2 Z O.�DIDO CALIFORNIA 025 9 . ESC IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR TH PROPER COMPLETION OF THE DMIPROVEMENTS . I FURTHER AGREE TO C::? °- i;.r'C:: WORK ON ANY IMPROVEi•tENTS SHOWN ON THESE PLANS 4 V171'ry EXISTING CITY RCGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMJ, AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJFCT OR UNDER MY CONTROL. 0w17c/ .' G , fS 4e v %pme o Gcner4� Vii,-- r r9bl,�n fx�• ' M. A f wai n��cr1, -/rrc' �`i�n�ra/ pnr� r 7/8/88 Q. 054iia V51 ca, 92011 (619) 741-9921 Y.. PRIVATE COf'VT�tA uJ TYPICAL STREET SECTIONS C;Ac20vrr- SANITATION D15TWICT 5AN 011 GUITO WATEQ D15TQICT VALID FOR 2 YEARS FROM DATE. Mo f _ •.)v�.y 1988 __ _ hP DQC�V LOCATION ,}�'1f 1r1f�r5E� of 5ar1�Q, r- - - - - - -- °C Cn «k.d b y 1' 1 . W /)mil[ / /1�r] �L�e° • E..r »►* of work: f.iJ `�r� Z 4 RECORD FROM: f I / '— T. .�it/a� •ari dote c C ', G �G7?�llsr v Appo• ELEVATION: -� 0 DATUM. AIA.Y,40 NoQwwC.Arl Ft C. E. 21io03 /�1tKi.14.11� _..__ I" CL FILE NO:U2;� .> s isw'Y $ _.� ....� 9+r..�:. _ -. £ _ se�A�r[. -a�� P`�`:.. _ '����as '� .z.�_.,•s �.. >.._ 3.. a_ -..ice •_ .,n_._ _- . -_-"'s .,'i, PERMITS S SHEET CITY 01 ' FNCINiTA5 S O O EAd1QTPAEN'I , r Qf mic WOQ�s S H EET: No. 21693 * END 9.30.E G GQAD14G PERMIT NO. L L."14CD�o p pill-Af -AS FOR THE IMPROVeMFmf T }q CIVit M MAJoq USE PERMIT NO. L •rJ E E �� O OfG < < A TENTATIVE MAP NO. � �Z' _ _ 7-*143 1 1 6 CiTY APPROVED CHANCES B BENCH MARK c c,c�lFOiw��, GDiAU4TE i►+v 3�b -1s:eS y yj I Ottcr�pt or+ Appralmd by D D'o, — DESCRIPTION R — 1 R KOTmw.dK+ fa •PPrpv�i. R.pp•oreE: ►1AQT J ' ,rA & , p _ _ _ � �I7 I _ a ALL WORE SHALL BE DONE IN ACCORDANCE-WITH THE LATEST ED.LA.L OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, A ND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -41 UNLESS OTHERWISE SHOWN. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) SI`: INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. PIPE SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) INCHES MINIMUM ABOVE THE PIPE AND SHALL BE 3//4" CRUSHED ROCK. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. 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 CO AT TIME OF POUR PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER S.D.R.S.D. NO . I S S -13 AND S -14- LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 7. THE FINAL LOCATION AND ELEVATION OF SLl -TP MAINS AND LATERALS SHALL BE "AS- BUILT" ON THE ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE. 8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT' ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 9. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING RIGHTS -OOF -WAY. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORX FOR A PERIOD OF ONF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND 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 j WORKMANSHIP AND /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LIKES INCLUDING SEWER LATERALS- LOCATED IN PUBLIC RIGHT -OF -WAY. El WATER NOT 1 ALL WORE SHALL BE DONE IN ACCORDANCE-WITH THE LATEST ED.LA.L OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, A ND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -41 UNLESS OTHERWISE SHOWN. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) SI`: INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. PIPE SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) INCHES MINIMUM ABOVE THE PIPE AND SHALL BE 3//4" CRUSHED ROCK. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. 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 CO AT TIME OF POUR PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER S.D.R.S.D. NO . I S S -13 AND S -14- LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 7. THE FINAL LOCATION AND ELEVATION OF SLl -TP MAINS AND LATERALS SHALL BE "AS- BUILT" ON THE ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE. 8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT' ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 9. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING RIGHTS -OOF -WAY. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORX FOR A PERIOD OF ONF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND 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 j WORKMANSHIP AND /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LIKES INCLUDING SEWER LATERALS- LOCATED IN PUBLIC RIGHT -OF -WAY. El WATER NOT 1. WATER. MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL W ORK 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 THE 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 CENTER LINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH CAPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRE!tCHING PERMIT FROM THE CAL IFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, a GR 7 FEET FROM FACE OF CURB 'HERE CONTIGUOUS SIDEWALK WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. t'1 9. CONTRACTOR SHALL OBTAIN AN ENCROACID ENT AND EXCAVATION PERMIT FROM CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT FOR WORK WITHIN EXISTING CITY ,a RIGHTS -OF -WAY. " a 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES � ARE INSTALLED WITHIN EXISTING COUNTY RIGHT-OF-WAY,. PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. t 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL. ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO- % %, PRIOR TO PIPE INSTALLATIONS. 14. APPROVAL OF THIS PLAN BY S.D.W.D. 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. CONTRACTOR SHALL PLUG ENDS OF ABANDONED WATER LINES W /CONCRETE. 16. MAINTAIN MINIMUM 1 FOOT VERTICAL CLEARANCE BETWEEN WATER MAINS AND CROSSING MAINS, INCLUDING SEWER, ELECTRIC, GAS, TELEPHONE AND CABLE T.V. SERVICES. W5TALL 5E AND ELECTtZ1C TO CQOSS UNDER WATER MAINS_ - - - t - r V ..r • y _ - ;Lx u j G� v ss�o PRIVATE CONTRACT `'''s �o SHEET CITY OP FNCIN174 5 c� Z DEPQ,RTMEa1 i " Pt lfv }C WORKS SHEET': 0 ac �o N o. 21693 - }-- ERp 9.30.89 PLAN FOR THE I MPRa Ek1E�1 T • < "'- } crv���' OF CAUEO �+ r TPA 7 G NCIN� A 6 87 ~ /43 �� • CITY Orr►- �u�/EO CHANCES BENCH MART: � tAr+�fo iA, cc�rpiu4re impcx IIA1% -8.5 ZE � ;• . No. Dmriplion I Approved by I Dat, L p/7 �OG Gf1T1L���� QT road: snoaT wd�r++z Roco�,memd.e to• wvfo.mi: A° � D�REQDQ of Pt>6tat W�2YS � Z r DE SCRIPTION:� � /- � ,. -E �1'�, .. r/'f ; /n�er5� f_� a) //r SUBDIVISION ENGINEER y LOCATION: ;?��l �s177I�/ .7OIJT0 W E n.e• of work: Cn actae by: T �,/ t, +.J RECORD FROM r cl- l l/Bll/ll /- . ' Approval Oaa: Q� _ 43 C.7 C ELEVATION: DATUM:�YD Noawwt. ^Q+r�' R c E. IAC-93 -1{r.� (� • t„aJ C NoText NoText NoText C M w 1 i' cg► �J S J es O s a kw od c4 ty _ u I aPrc, ct tsv 4 tL Cl J 0 ws 40 , • w r � 1 4 a - a � C M w 1 i' cg► �J S J es O s a kw od c4 ty _ u I aPrc, ct tsv 4 tL Cl J 0 ws 40 , F�e.� N Vacv� To Cbt�� � Sa G te L mf a 3 S» A� a �o /o �___♦._ t f C" a ` I a h►� x�g1� 0�w C4A n rt 0 1 fv N r MV- 79; ssvPT �e�a'tt" 6 "Fr.� lyac'l�.r�s 6,a,, CNV asp �tvt i� uNVr r 'S" -�7"` Cdr lkME3au. F • w F�e.� N Vacv� To Cbt�� � Sa G te L mf a 3 S» A� a �o /o �___♦._ t f C" a ` I a h►� x�g1� 0�w C4A n rt 0 1 fv N r MV- 79; ssvPT �e�a'tt" 6 "Fr.� lyac'l�.r�s 6,a,, CNV asp �tvt i� uNVr r 'S" -�7"` Cdr lkME3au. F w w r r • to � oj % ao � . AN6� 51'P 1 MAIN 7Y pNG�. S9v o 7' '4N �r to) 0 a� p' 17 -- � arm ti� '�, � "P�t•Ct -ad V" , /b � �y� ' _ STS ° 9 3 �, $may . RL Tag C-7- pRFO CT- APQlPTW (1� 7Nau}a► G r &Q, P ors J s � } � 1 •� s � } � 1 •� I t GENERAL NOTES 1. A PEMMIT SHALL BF OBTATNED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL. SECTION SHALL BE IN ACCORDANCF WITR CITY OFE STANDARDS 3. APPROVAL, OF THESE IMPROVEMENT PLANS AS SHONE DOES NOT CONSTITUTE. APPROVAL OF ANY CONSTRUCTION 0 1111; PROJF(:T BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN TIM STREI'T RIGHT - - WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PR10R TO CONSTfiUCIION OF ANY BERM, CROSS GUTTER AND PAVING. S. THE EXISTENCE AND LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A STARCH OF THE AVAILABLE RECORD;. tO THE BEST OF OUR KNOW LE X.,'E, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON TI)E:SF. PLANS. HOWEVER, THE CONTPACI'OR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY S HOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. 10CATION AND ELEVATION OF IMPROVEMENTS TO BF: MF7 BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENT$ PRIOR 'TO'CONSTRUCTION OF NEW WORK. cONTRACTOR WILL.. MAKE EXPLORATORY EXCAVATIONS AND IACATF EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCT?ON TO PERMIT REVISIONS TO PLANS IF RLVISIONS ARE NECESSARY BECAUSI OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC C.O'IPANY PFIOF TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL'COORDINATC HIS WORK WITH CO'TANY RLPRESEI:TATIVE. NOTICE: ALI; ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOC:ATIOtiN OF ELECTRICAL. CABLES, GAS PIPING AND APPRRTENANCFS, CONTACT THE SAN DIEGO GAS & FLFC:'I'RIC COMPANY, TELEPHONE: 619 232 -4252. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE. HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SFRVICE:S WITHIN THIS PROJECT BOUNDARY ARE " UNDFRGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE TELEPHONE. COMPANY.TFLEPHON1:619 293 -0595. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT ALL UTILITY AGENCIES, ADVISE THN:NM OF TILE' PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEIEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPITTENANCE:S CONTACT TIIE APPROPRIATE COMPANY. 11, POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BY SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED To THE CITY OF ENCINITr:S . 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER PULES APE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFE'. "Y MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE., AND FEDERAL SAFETY AND HEALTH STANTARD�,. LAWS AND REGULATIONS. 14. THF CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OK OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TLIE 1 PIPE INSTALLATION THEREIN. TILIS 1 ",AN MUST BE PREPARED FOR ALI, TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS E._jTABLIS•Hf:D FY THE CONSTRUCTION SAFETY ORDERS, THE PIAN SHALL BL PREPA;ED BY A REGISTERED CIVIL ENGINEER AT THE CONTRACTOR'S EXPENSE. 15. ALL STRIPING SHALL BE DONE BY CITY FORCES. IG. A Pi2EC0N5TC2LICTION CANFERpNCE 5PAL.L DE t•IEL.D P12M TO 0ON5TQUCTl0 . 17. NO 12EVIaM5 5NALL DE MADE TO THESE PL.AN5 WITOUT THE APPQMAL ;OF TWE ENGINEEQ OF WORK. 10, ACP 112AN51TE" 5TO2M 02AIN MPE 15 AN ALTERNATE TO TWE 12C.P SPECIFIED 14rt2EIN. IWE "D -LOAD" FOR AC.P 5WALL 5E TWICE TWAT5WOWN FOR 12C.P 19• WWEI2E TRENCW65 412E WITWN E43EMENT5, 50 165 t7EP0C2T5 54ALL M SUDMITTED TO T14E CITY ENGINEER DYA CILIALIFIEO 5011.5 ENGINEER 1'VWICH CEI2TIFIE5 TWAT TWE TQENCH 6XVFIL.L WAS COMPACTED A5 DIRECTED VY TWE 5011•5 ENGINEER IN ACCO120ANCE WITH ON 51TE E412TUW012k' 5PECIFICATION5 ANO CITY SPECI FICAT IONS. OWNER'S CERTIFICATE TT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTIIER AGREED THAT TIIE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DISIRABLE FOR THE PROPER COMPLET10N OF THE IMPROVEMENTS. I FURTHER AGREE TO WORK ON ANY IMPROVEMENTS SHOWN ON TIIESE PLANS WT'*" tF EXISTING C!' RIGHT - - WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIJ AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLEI'ED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. OW17er 64fS Lk v�lapme o GCn�r4/ �urfr r?h l� fx� • ' M. �t. � wa���i %7�id1 rye• � z`ien ero/ ,dor{�r Z. -4 8 Chula V/6 fin, 07 920// ENCINI TAS� TRACT 87#w145 Soo @ z, ®® ® © AR DEN_ 3- C - 0 I � w + �� y4 , _ _ _ O z goo r t l,Q I � di o 0 0 0 G (D i . l ROAD 1 1 � f KEY MAP SCALE 1 "2100' t KEYt ; MAP 1 LEGEND MANHOLE ..� 4 OD BLOCK NO. ---6 -- f-- w- WATER MAIN EXISTING /PROPOSED EASEMENT -- '(s) -f-- 3-- SEWER MAIN EXISTING /PROPOSED �- DRAINAGE FGUW IN STREET ' --_ - STURM DRAIN '""'•" SUBDIVISION BOUNDARY DOI FIRE HYDRANT Q LOT NIAMER .• SHEE"T NUMBER STREET NAME SIGN STREET LIGHTS _ Yvries -- 6o A•f %n • / S ," Z "` �! T /C'e°3 �M C�°tt E�CI3 �t� /i�' 1S/ /3'T/D.�S� {i n V lrr STRUCTURAL SECTION PER GENERAL NOTE NO. 2 GARDENA ROAD NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT ACCEPTABLE - h C54r� Li grfi���YAtnr/* r 9 T rams Po • dL Meek exi 0 .SGrc -cul ��r� . 6 "T G' ex /s f p�✓inyr 'k, 9 Sid�v4 /� k / STRUCTURAL SECTION PER GENERAL NOTF NO. 2 DECL ARATION OF RESPONSIBLE CHARCiL _..__�.w -•- - -MELBA-ROAD- 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 ACCEPTABLE I zr� L HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 5f t�' .5t Tire � IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BES 5� 4rw OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS • r _ CONSISTENT WITH CURRENT STANDARDS. WORK TO BE DONE rNe Fotxo w��G MA r,�RiA�S 1ti�iP� j/S'�p THE a � E A790 HYOR AA/T_ - PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE COUNTY OF SAN DIEGO OCTOBER 1982. 0 W - AM PoN RCS° THE � ' THE SURFACING OF EXISTING STREETS (TRANSITION AREAS) ............... T CONSTRUCTION OF TYPE 'G' CURB AND GUTTER COMBINED ..............(G -2) - -- -- 1 THE CONSTRUCTION OF STANDARD CURB ......... ..........................(G -1) THE CONSTRUCTION'OF 6 IN. A.C. BERM TYPE 'A'........,,,..•. THE CONSTRUCTION OF CROSS GUTTER AND CURB RETURN SPANDREL .......... (G -12 THE CONSTRUCTION Z o 4 INCH P.C.C. SIDEWALK ..........................(G - ) 04 EVE THE CONSTRUCTION OF CONCRETE DRIVEWAY .... ..........................(G - j �I'= .' :•i1, N CONSTRUCTION OF WHEELCHAIR /PEDESTRIAN RAMP kTYP, f, Q,)....... ( G-21 ) VICINITY MAP NO SCALE THE KEYt ; MAP 1 LEGEND MANHOLE ..� 4 OD BLOCK NO. ---6 -- f-- w- WATER MAIN EXISTING /PROPOSED EASEMENT -- '(s) -f-- 3-- SEWER MAIN EXISTING /PROPOSED �- DRAINAGE FGUW IN STREET ' --_ - STURM DRAIN '""'•" SUBDIVISION BOUNDARY DOI FIRE HYDRANT Q LOT NIAMER .• SHEE"T NUMBER STREET NAME SIGN STREET LIGHTS _ Yvries -- 6o A•f %n • / S ," Z "` �! T /C'e°3 �M C�°tt E�CI3 �t� /i�' 1S/ /3'T/D.�S� {i n V lrr STRUCTURAL SECTION PER GENERAL NOTE NO. 2 GARDENA ROAD NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT ACCEPTABLE - h C54r� Li grfi���YAtnr/* r 9 T rams Po • dL Meek exi 0 .SGrc -cul ��r� . 6 "T G' ex /s f p�✓inyr 'k, 9 Sid�v4 /� k / STRUCTURAL SECTION PER GENERAL NOTF NO. 2 DECL ARATION OF RESPONSIBLE CHARCiL _..__�.w -•- - -MELBA-ROAD- 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 ACCEPTABLE I zr� L HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 5f t�' .5t Tire � IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BES 5� 4rw OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS • r _ CONSISTENT WITH CURRENT STANDARDS. WORK TO BE DONE rNe Fotxo w��G MA r,�RiA�S 1ti�iP� j/S'�p THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE A790 HYOR AA/T_ - PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE COUNTY OF SAN DIEGO OCTOBER 1982. 0 W - AM PoN RCS° THE PREPARATION OF SUBGRADE AND PAVING OF STREETS ................... ' THE SURFACING OF EXISTING STREETS (TRANSITION AREAS) ............... THE CONSTRUCTION OF TYPE 'G' CURB AND GUTTER COMBINED ..............(G -2) - -- -- 1 THE CONSTRUCTION OF STANDARD CURB ......... ..........................(G -1) THE CONSTRUCTION'OF 6 IN. A.C. BERM TYPE 'A'........,,,..•. THE CONSTRUCTION OF CROSS GUTTER AND CURB RETURN SPANDREL .......... (G -12 THE CONSTRUCTION OF 4 INCH P.C.C. SIDEWALK ..........................(G - ) _ - '` �• THE CONSTRUCTION OF CONCRETE DRIVEWAY .... ..........................(G - j �I'= .' :•i1, THE CONSTRUCTION OF WHEELCHAIR /PEDESTRIAN RAMP kTYP, f, Q,)....... ( G-21 ) THE CONSTRUCTION OF STREET NAME SIGNS ....... ........................(DS - THE INSTALLATION OF STREET STOP SIGN ........ ........................(DS -1 THE CONSTRUCTION OF BARRICADES...... . ............................... THE INSTALLATION OF SURVEY MONUMENTS .... ..........................(M -1 ) THE INSTALLATION OF STREET LIGHTS ( 90 WATTS) .................. (E -1) THE INSTALLATION OF PARKWAY TREES. (Z$-FA..' J'�? fqA4) • • • • • • • • • • • • • • (L -1) THE INSTALLATION OF P.V.C. SEWER MAIN .................... .........(S -4 ) �---- ) ---� THE CONSTRUCTION OF STANDARD CONCRETE SEWER MANHOLE ................(S -1 THE INSTALLATION OF P.V.C. SEWER LATERAL ... .........................(S -1 ---- -•-- -� THECONSTRUCTION OF P.Y.C. WATER MAIN ...... ............................... - ---- -- e- ---� -- T,E INSTALLATION OF GATE VALVE ............. ............................... .-�-- E THE INSTALLATION OF WATER SERVICE ..... ..............................* P -2 THE INSTALLATION OF AIR & VACUUM VALVE ASSEMBLY .....................* P -8 THE INSTALLATION OF 2 INCH BLOWOFF ASSE !4BLY .........................* P -4 -- ----0 THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (BRONZE IES.TYPE) ......... * P -1 THE CONSTRUCTION OF STORM DRAIN ...... ..................0............ • - - ----- THE CONSTRUCTION OF STORM DRAIN CATCH BASIN TYPE "7l . ................(D -7) THE CONSTRUCTION OF TYPE 'A' CURB INLET ................... . ........ (D -1) THE CONSTRUCTION OF CURB "OUTLET TYPE 'A . ........................... (D-25) THE C4 NS17ui=TI0N OV QOL..V- CURB— ...... .. .......... ... .....�b -Q� _- �___ _ *INDICATES A SAN DIEGUITO WATER DISTRICT STANDARD DRAWING NUMBER. AS Bvi�r Nor,E: rNe Fotxo w��G MA r,�RiA�S 1ti�iP� j/S'�p IAA CoA/.C71VO C770 A/; WA TER ✓A L VC - WATERSo^1 A790 HYOR AA/T_ - W54 rOR PrPE - A0A1s✓i4 E e A" 0 W - AM PoN RCS° I o 11, 0 STRUCTURAL SECTION PER GENERAL NOTE N0. 2 I I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY r r r V E .�,.r * y THE CITY OF ENCINITAS IS TO A R EVIEW ONLY AND DOES NOT RELIEVE M yt!,4r4,,�PLANS1 AS-BUILT BY. Bd a ?e'b o f ° �"` 'S ` .. 1 ? •- CONFINED AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. o3 �-1- _.1..,1...,[7 , o � - L t"Ir'1aIr'1a e�•rQrtne�rtng company civil a .�° 6 *l ebl � 6t o r s, N4 , Ce CV letnis 9 f 'tannins ?30 �M •rk A.eew. f•tt•wd +de, hlernie 9 ?023 terep*enr 6619! A41•99 11 U R.C.E. 21693 ' uj MANITOU ENGINEERING COMPANY GARDENA COURT 350 WEST 9TH AVENUE ESCONDIDO, CALIFORNIA 92025 (619) 741 -9921 TYPICAL. STREET SECTIONS CAQtD%cF SANJTATJON D15TWI JAN t WA - TEP- D7 5T2ICT VALID FOR 2 YEARS FROM DATE. Mo . _ � way {�8$ �• g�� I�oveovE.D \ DA AT'PR ©VIED flArt ......c,�, __-.j- Z NORMAN C. ARNDT .R.C.E. 216R3 DATE v1 Z PPIVAT CONTRACT W PERMITS SHEET CITY OI" E.NCINITA5 f � )NJC WOIZKS 1DEPM2TMENY 0 No. 21693 � # trip t*m 1} G 1 ?AV14G PERMIT NO. L`IACoG PL^N* FOR THE IMPROVEMENT lt;:' '•--- l' T�4 C" IV `� MILJOR USE PERMIT NO. �BZ =L�r�? ENCIAU Ar Z (�1 OF Q � TENTATIVE MAP NO. 87 .1 0 CITY APPROVED CHAN 3ES BENCH MARK t�uFaen��A eoac�lw4 v+ ��s•1Ges ,� Oex ►iph Approved bV Date DESCRIPTICN: 15-1 50�n2 ,aa boo Gf 17iydle QF Rec"mM+de+l1M @Vww'M: G �t /�16t}�CS �Li.IC4leG1` .><.. rn LOCATION: _--_[ ���. 1 �orfl� of $aria Dr_ Sk18dIVISfONENGINEER Sol' kln 4Vd E »a• o'•wMk: Chocked H: ;W f LILJ RECORD FROM: e e Z at '°'1 OVA 4= ::;! ZC4 ELEVATION: ,�, 0 QATUM:. � IA•yA ma wwc.AQ+ V, R. C. E I.V.605 N ► - ' �� Z = Lai R. FILE NO. U2i? • 876 B00?_- R _ _ . f � Est -- _.c.��, - t . .. • ' ' V I 4 ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL PROVISIONS TO T1iE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AIX{F' FD BY THE SAN DIEGO REGIONAL STANDARDS COMvIITTFF, AND THE FOLLO SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -41 UNLESS OTEIFRWISE SHOWN. 2. PIPE. AND BEDDING CONDITIONS: (A) All PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE., NATIVE FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF' 30 OF BF - rrER . (C) P.V.C. PIPE SHALL HAVE BEDDING FROM TE;E BOTTOM OF THr: PIPE TO (6) INCHES MINIMUM AVVE THE PIPE AND SHALL BE 3//4" CRUSHED ROCK. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TES'IE.D IN THE PRESENCE OP THE DISTRICT ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. 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 COM PLETE AT TIRE OF POUR PRECAST MANHOLE: BASES ARE ACCEnABLF, FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. S. THE CONSTRUCTION OF 4 - INCH S EWER L ATE;RAI.S SHALL BE PER S.D.R.S.D. N0. I S S -13 AND S--14. LATERALS SHALL NO'T DISCHARGE DI P LCTLY INTO MANHOLES. 6. ALL MAINS AND LAT)=PAL,S SHALL BE CONSTRUCTED WI'Tli 42 -INCH MINIMUM (X)VE;R . 7. 71 FINAL LOCATION AND ELEVATION. OF SEWER MAINS AND LATERALS SHALL BE "AS BUILT" ON THE ORIGINAL, PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE:. S. All DLSIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY 711E DISTRICT F:NC�IN1 Ck IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 9. FILL ARF-AS MUST BE COMPAC:TfD TO 90% PRIOR TO PIPE INSTALLATION. 10, THE, CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE Of HFf',INNING WORK TO ARRANGE. FOR INSPEECTION OF THE PROJECT, 11. CONTRACTOR SHA OBTAIN A PERMIT FROM THE DEPARTMENT OF PLJBLTC WORKS FOR ANY EXCAVATION WITHIN EXISTING FIGHTS -OOF -WAY. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORX FOR A PERIOD OF ONF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND SHALL REPAIR OR REPLACE ANY OR All SUCH WORE.. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AHD /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 111E OWNER ORDINARY WEAR AND TEAR, UNUSUAL. ABUSE OR NF.GLE('T IS EX CEPTED. 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE. BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS - LOCATED IN PUBLIC RIGHT-OF-WAY. WATER NQ.TU 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. 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 THE SAN DIEGUITO WATER DISTRICT AFTER PAYMI•:NT 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 CENTER LINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAY'S. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND MFTI;R 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 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE CONTIGUOUS SIDEWALK WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEM.BLIFS AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT AND EXCAVATION PERMIT FROM CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT FOR WORK WITHIN EXISTING CITY RIGHTS -OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHT -OF -WAY,. PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. ` 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATIONS. 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXTSTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL PLUG ENDS OF ABANDONED WATER LINES W /CONCRETE. 16. MAINTAIN MINIMUM 1 FOOT VERTICAL CLEARANCE BETWEEN WATER MAINS AND CROSSING MAINS, INCLUDING SEWER, ELECTRIC, GAS, TELEPHONE AND CABLE T.V. SERVICES. INSTALL lf)LWEIZ AND ELECTCZ1Cr TD CQ055 UNDER WATER MA1N5. s IF t i i� i 0 V !it/,4rA-7? PLANS AS IM 7 ' i�b1{ • #�IRflPMQ, eYr v9y'i#t�I1 RRi„� Me ,W 90 A-eeni, h(eed+ow. Col.lernie 920'1$ leley>*.* MIt)�f4! -t La t* ul 1 e, IA NORMAN C. ARNOT, R.C.E. 2:16P3 DATL :z G i � o4Issr � PR IVATE CONTRACT W SHEET CITY oF NcI NN ra5 5 A VEAAQTMENS ►P jC WOZkS SH €ETA O No. 21693 � ., ---- - }-- EiD 1i 30 d9 PL ^N5 FOR THE IMPFR T r)) : civ rj9A do � OF Cp�i � � - 6> 87/43 CITY AP F CYVEO CHANVGES E3ENCH MARL`; ' C4 uvolw�A toaty +wk �►+r�ac g�e�t�es w ZE No. De$cript�a: Approvrl! ►y Ort+ J L ' "OUT AO &VW+ OtSCR{PTION: �+/ 4 r7� �n � � of /17� 0/� QI R.�on•m«,a«sIwwM+>~+1 ''` � 'Q{aEC *rusL,cru►�ttFS '� t`- -. . 4, . rn __ �N'r'1A/' 1 PLX�._LL� JQn�Q fUeDiViStOAi ENGINEER cz t 0 C A 1 I 0 N: ,�2 �_�, -____ __� 77 U 4t `Z` Engwevw at work: Cr,wkod by: l' $ Ld.a L" P iC RECORD FROM: /_ . / /.t.�1�1� Al date. g� • � Cm C3 ELEV" ION: DATUM: M Y, .0 Nos}e+�uC R C E. �1ie4 ••e rg : �4 { L&j dR. Ca) 002 i I 4 ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL PROVISIONS TO T1iE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AIX{F' FD BY THE SAN DIEGO REGIONAL STANDARDS COMvIITTFF, AND THE FOLLO SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -41 UNLESS OTEIFRWISE SHOWN. 2. PIPE. AND BEDDING CONDITIONS: (A) All PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE., NATIVE FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF' 30 OF BF - rrER . (C) P.V.C. PIPE SHALL HAVE BEDDING FROM TE;E BOTTOM OF THr: PIPE TO (6) INCHES MINIMUM AVVE THE PIPE AND SHALL BE 3//4" CRUSHED ROCK. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TES'IE.D IN THE PRESENCE OP THE DISTRICT ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. 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 COM PLETE AT TIRE OF POUR PRECAST MANHOLE: BASES ARE ACCEnABLF, FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. S. THE CONSTRUCTION OF 4 - INCH S EWER L ATE;RAI.S SHALL BE PER S.D.R.S.D. N0. I S S -13 AND S--14. LATERALS SHALL NO'T DISCHARGE DI P LCTLY INTO MANHOLES. 6. ALL MAINS AND LAT)=PAL,S SHALL BE CONSTRUCTED WI'Tli 42 -INCH MINIMUM (X)VE;R . 7. 71 FINAL LOCATION AND ELEVATION. OF SEWER MAINS AND LATERALS SHALL BE "AS BUILT" ON THE ORIGINAL, PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE:. S. All DLSIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY 711E DISTRICT F:NC�IN1 Ck IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 9. FILL ARF-AS MUST BE COMPAC:TfD TO 90% PRIOR TO PIPE INSTALLATION. 10, THE, CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE Of HFf',INNING WORK TO ARRANGE. FOR INSPEECTION OF THE PROJECT, 11. CONTRACTOR SHA OBTAIN A PERMIT FROM THE DEPARTMENT OF PLJBLTC WORKS FOR ANY EXCAVATION WITHIN EXISTING FIGHTS -OOF -WAY. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORX FOR A PERIOD OF ONF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND SHALL REPAIR OR REPLACE ANY OR All SUCH WORE.. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AHD /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 111E OWNER ORDINARY WEAR AND TEAR, UNUSUAL. ABUSE OR NF.GLE('T IS EX CEPTED. 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE. BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS - LOCATED IN PUBLIC RIGHT-OF-WAY. WATER NQ.TU 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. 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 THE SAN DIEGUITO WATER DISTRICT AFTER PAYMI•:NT 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 CENTER LINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAY'S. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND MFTI;R 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 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE CONTIGUOUS SIDEWALK WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEM.BLIFS AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT AND EXCAVATION PERMIT FROM CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT FOR WORK WITHIN EXISTING CITY RIGHTS -OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHT -OF -WAY,. PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. ` 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATIONS. 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXTSTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL PLUG ENDS OF ABANDONED WATER LINES W /CONCRETE. 16. MAINTAIN MINIMUM 1 FOOT VERTICAL CLEARANCE BETWEEN WATER MAINS AND CROSSING MAINS, INCLUDING SEWER, ELECTRIC, GAS, TELEPHONE AND CABLE T.V. SERVICES. INSTALL lf)LWEIZ AND ELECTCZ1Cr TD CQ055 UNDER WATER MA1N5. s IF t i i� i 0 V !it/,4rA-7? PLANS AS IM 7 ' i�b1{ • #�IRflPMQ, eYr v9y'i#t�I1 RRi„� Me ,W 90 A-eeni, h(eed+ow. Col.lernie 920'1$ leley>*.* MIt)�f4! -t La t* ul 1 e, IA NORMAN C. ARNOT, R.C.E. 2:16P3 DATL :z G i � o4Issr � PR IVATE CONTRACT W SHEET CITY oF NcI NN ra5 5 A VEAAQTMENS ►P jC WOZkS SH €ETA O No. 21693 � ., ---- - }-- EiD 1i 30 d9 PL ^N5 FOR THE IMPFR T r)) : civ rj9A do � OF Cp�i � � - 6> 87/43 CITY AP F CYVEO CHANVGES E3ENCH MARL`; ' C4 uvolw�A toaty +wk �►+r�ac g�e�t�es w ZE No. De$cript�a: Approvrl! ►y Ort+ J L ' "OUT AO &VW+ OtSCR{PTION: �+/ 4 r7� �n � � of /17� 0/� QI R.�on•m«,a«sIwwM+>~+1 ''` � 'Q{aEC *rusL,cru►�ttFS '� t`- -. . 4, . rn __ �N'r'1A/' 1 PLX�._LL� JQn�Q fUeDiViStOAi ENGINEER cz t 0 C A 1 I 0 N: ,�2 �_�, -____ __� 77 U 4t `Z` Engwevw at work: Cr,wkod by: l' $ Ld.a L" P iC RECORD FROM: /_ . / /.t.�1�1� Al date. g� • � Cm C3 ELEV" ION: DATUM: M Y, .0 Nos}e+�uC R C E. �1ie4 ••e rg : �4 { L&j dR. Ca) 002 m 4 za JO ;4,dd1;lA1ar;w1 glql�v 1-b A!� dcwl/cdld/ of W� n 4. `b f o 4 . • � 'v {� '� _ `, `a q Q `t �0 • 5 t4// 2 r �/ Yet %w Me) &d) � � � � ° • . �' �v � y „ X �6 /uminvrr! `9 f E.t'i3t. �oYer�s� �4o %s .� Exi3� Poysrer- iPa /� �("� 3-- Q'(pk� or. �o '+�vlTtz7n5.47•� •A �bs� � p�� � fo ! ,lle %ca � s �, ' Q�j�t/ . QQ' S � �n to �� Qe /�fcc/ h l i ` � . �, /k I 73 6 Q. ( arm y 8 R •4 4� ♦ tZ .v, Q rr , ' s: _t a�j. 15 b ,Wrrn_ ! c!Sf �_ d I� e 76 / " rJYCr /dt�• CX /'S' f �4V/�79 ._.. . •. # ic r)h� � � � Q 1� � Ex i5/. Dr' ,-- � � � Gds /�C+r 3ar� for "W" na ( t� �xisf. ? y rv�ce .rr.�•! . �moa�� f/- c/n�/�ic►n t'x1�f ., E � v: '/I'v � J �rIr�.vu � y � I CS i O ! PLANS. AS- BY: , r ' ESQ w. ffrl �PPN, �aPwP, (�r�NAtP ����1 �1�lf•+`1M X117 1M1•�li 1 - #ORMAN C. ARNDT, R.C.E. 21693. DAYS WW - to P ' �fV1� •04efh1./ Ne. •vf%,eYIf1! & f{!lFalt"a ' ESQ w. ffrl �PPN, �aPwP, (�r�NAtP ����1 �1�lf•+`1M X117 1M1•�li - #ORMAN C. ARNDT, R.C.E. 21693. DAYS P CONT �o�oFIss 4 SHEET CITY OF ENCINITA'S �c MG. 21693 i DEPARTMENT OF PUBLIC WORKS SHEET$ 1V i * top lam PLANS FOR THE IMPR04MENT OF: W cly 46A ROAD CITY 'APPROVED CHANGES BENCH MARK CALIF �DRNIA COORDINATE INDEX 'b1eg ir NO. Q[OCMtIPTION APP'O By GATE • DlW%.;.,& r e�.,A f !_2&d /C Q 6 �M& RECOMMENDED FOR APPROVAL A, Y a•(�� LOCATxOlt $1�S/Gc�ncr /n aan 6, 5 ,,. 1 6 -- U!•: Faa a++� i G __..__� > •,` t ,l eek nco Ave-. DUBDZVZQION ENGINEEA D2RECTOR OF PUQI.IC vow._. Q �• i R[COiiO �1lOM: am OlEOO COUNTY ! s00lt. NORTH COUNTY ENOrNEFR OF WORK: Checked by T. APPPOved by Q /� tLtVAT?0k _ Q/S.�oQO OATIak X/.f(fV. D, AN G . ARMICI RCf 21693 6002-7? •W 6�ti n' 0 4] p ` �•�, LU - b a f z NNN .Z �O 00 �� Z 0 %tl lesmove eXisf. ;d Install &irwd Fkrge. M 6 A - vecl L.2 /R.D �a f� ��� .E -r��� StL.ghf � ' • J� C, Z ��7G // �Z . Cam°' � "/2 •.� ~!'(� �/CC'� /2 "x6 "FL XFL 6 `FL x,eT Yom r /Z�fLXrN.Yidet/oh�c. UsGGq.0 AD n`- R 5 e 4e 3 � Cb fOD ` fi bf t'•�,�+,r�r �� �°1. /478, 71 r�F MJXFLXM✓ 6'f� X'PT rife valve :• £f6B43 P.C:Q. � JT,PE�T ,v' n/r sesv ! • � l Exi3�A� — � � as '�� r kZl h ^n-I y ac`s ns��•o a D 0 0 m t7 v I ° D Z Q 0 m v w n� 7D r p T n n A Z � O O 2 3 v a! c I Ll a C co m Z n z D T / T= 4 ,4A �� - - ee 5he�f 5 61 pt z i _ a -End Street Impro vemc»* 25 Dri(� 6 c Ir'.5fall Cu*off Wolf F" 6ub 3ORY ore TI- � r � 5i n n O X fb �N � o A n 3 5. 0 a �I A r +• ;� H s y 0 m c n (� • r /� • m _ Q Tn i• P? • to to O tr b r �Zi r n w r 0 N A � L l lop { i p � I � � P'1 a 70 om MA rOU EA /NG CP 741 - e9 21 M� • 4 40 . • .4 } , I 7 1 1 1 A t 1 i i 1 } 1 t 1 , , 4 i 1 t . t , { j r- } f t ' f r '•1 7 .rF �- 244- — �— — _ __ • i _ -- _ 1 , ; o , i i , r 44 f t r , y , d t .1 } l�T 1 , A � f , n t i • - t - r 1 4 1 , f If IrV,,Q Al 4 �! I N N a L { s 3 1 1 3 1 1 1 1 t >� } a {+ r f f ; t I 1 + _._'_'.' -. I -..._ .�.._ �1f ^ _ ... _.. —_. -._' 1 �'r r : vm"s`.. • Iy✓ \ -.� .i _ l '4. _ -�.! .L.e• l .._._ �I— , � � 1 , f I , • � �f - 7 - ... t .. ' .. ' - ' -; i _ _.' ' f - _. _ _ -'� t , / - 1 � 1 1[�.�'f? .; .•'. �' , , * ' ; , i ; �._ t 1 t / i. ss c- s. s�i.-• m."*.. w,,. w,x.,wx;.a..*.^.N= 4+.a«r- i.:s�¢::aW.rx -:�.- , I I ; _. -J / t ;`. ` h 1 LL ; ' 1 _ l _ _ _ . - _ _ __ _.. ___ __ - _ _ _ _ _ 1 1 t 1 I i , , • i V� �.•''"� j r✓ �C� - � . � _ , _ i {� - ! � � - i , _ � 1 ! r f ' C4 4 _ .. _ 3 i ! f1 /. -Tofu f � .Ili. _.. .. _{ I{ ...r I ..� 8 c � r i �! I { _ 3p sll •i 1 , r 1 } G M 0.K S 1 , I i 1 t 1 I 3 Pi AA t �. '. t 1 L fi /�T rr Q rc.J7 jr �s I�✓o. %E,�Qrry� I,�.�o�vs ���r� •�Ei�l�,� Y�. OC.�' DJtcfi - '-,SGT D}vy, L - l 4GG - / �1`c�¢_.V8 + 37 w 30' 41,41 6 " v ,�a� Curb - `'� ° S /GIB/ 2 1x89 °52 aoE .4 70 °91:44" .�'�' 3x.39' „ Rea on Whr{� T A`t b 4v� / �f��W D ?5) � 4 71'56' 4 , , C arb NO �N� ,P� f /ecforizec/ Dele /�-_ Al N. t �` q� I 5 /ao'39 Gz ` 40 /D , 3K� ' „ ' � d "2z •/4 o6 1 40' 1 / S. 55 ` ' i -PARKING ,tx�� G Quge ,o � �'`'�� � ? N � �} �: � � ® •� to o � �! `5 2'06'L ( 1,�.�/:9�' urb _ Conn =� Sign T o�v AWRY a" . • , 0,t ��� 1 f D s 91'21 /� 5 �` //''�/J 4 � l �3" 1 30' 1 4705 � G "X hoe � "E ,�1/ G.�b +.� ti ' ` w �. l'VJ T rt . s_ / r `� i 1 1 c _ v _ 1 _ _ '� Qt nT _ w�C3df �5�r�i� 20 N E CVC 22504.1 VFC 10.40T (k) F� Lune- Sryn -. Sc�e ..--- e Pipe 10 "10 "Zor, 4 4'Type �' � /n/ �QS� t^vrb Line -•� " �; � 0 { 564- 0-30170 � 4 , DET,�4�/�L lyrod, j;�d Tye ,fF„ . t A - IX?,E ZAIVE S16N /✓o .'did& OPsnin1, 2 22 • �wrac/ A/,!5 5co /e � I / /0, o . I Typ�aA "Curd tJ , - 0.26) 0 5A 11 -/0�?o- o � � !? xg "Tee M✓X�'LXMJ � +• o n: , Bo',rZxM ✓Gofe Igo /ve r, 3 4 Oroir�a, �E /c Uri /ify Evs�n�nf fo An l :7icV+uj co r'ii/ Mop 0 .Con �trucf M.tl, /over• exi�f; B V C, 5ew'e•r o A R0A D wee 5h&e -f 3 8 " Al- xMJ Gam Ye /Ye, t,'. d C to toner/ to ex/o i, 20v //V D, 4 Td 0-PlU3 Z4N67A( RIX-114'ele5 zo4 /6 ' 54 E I E DA TA 4I. 44OWCy 11�i0 /U5 LE.1S/6T 1 ,��Ms��XS Q -O 56 // ?op 54.4 6"6?V• C. Na /' /9:f0 r�2� 40'04 f14' 2Q0' /705' o Q WA TER DA TA A N0. 9, CA, e1A6 ZEA%rg I REMA40C5 / "176:50 /03,9? C/ 200 8 `k V. C c .Wo 4 o ZONE 2 IV '27'57 "E 2/, /4 - „ 3 1V49 1057 - S 139,48 � 4 N� 3to8. " C/ /50 8 "P C C-.900 oQ� °FESSi °,`qi PRIVATE CONTRACT � A► - BUILT BY: Z I�AT !e PLANS S .SHEET - -- --- - 11+�e�' aln' "rina 00r"p ony (� r 5 CITY 4F NCiN 1TA rmnfro R J �+ *�► { DEPARTMENT OF PUdLZC M{JFtICS � SHE ly �y.n -ariw arr■.Y1ty • fhnrin0 i - _ _.. )s# r tl�►1 #.�ww, �a"n1i /• tihlsrn,• •F073 t.te�hse• Mtn) ?�1•�0 ?1 1 # � � J(}8q * _ ._.- _.�_.____ _._ -. ._- . »_..._ __.�___..�- \ - PLANS FOR`THE O IM OF: -] OF C WAMAN C. ARI07 R.C.E. 21683 DATE CPARDEIVA COUR7 CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INOE '5115•14dP63 NO. DESCRIPTION APP'D OY DATE DESCRSPTSON: on foA oFI7?�ad,� of �b.Q��. RECOMMENDED FOR APPROVAL v �•�� •n LGCATION:SIN /h�er8ecPionof n10 Or F R MO T AUUUSr �` ' susoxVraroN ENGINEER CCCrrr �VL __ _ _ Dif�ECTOR Of Ptsf� ?C WORKS RECORD FROMr 6DCY7,yBench 64%ak�iV0.14hCounfy) �NOINe R OF wo�rc: cn�Ckld by ELEVATION: DATLIot A/,A.V Approved by 81 143 044MAN C. ARNDT. ACE 21093