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7093 GENERAL NOTES OLIVENHAIN MUNICIPAL WATER DISTRICT WORK I OF 8E DONE: TRANSPORTATION FOR ANY WORK WITHIN TNE STREET RIGHT -O GENERAL NOTES 1. A f�fRMIT SHALL BE OBTAINED FROM .THE G/TY DEPARTMENT OF P IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE f -WAY: GONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO - THE STRUCTURAL SECT /0N SHALL BE IN ACCORDANCE WITH P0,61-le I. WATER 'WORKS *HALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIME /G C' ! a COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS /GOAD STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. DECEMBER. 1987 STANDARDS OF THE OLIVENHAIN MUNICIPAL OF N VI TAS TRACT � 1 s [ VAT E' AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE ,� /, STREETS AND STANDARD REFERENCE DRAWINGS. I APPROVAL Of ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. L *WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. STANDARD 4- AtL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF C I CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, DISTRICT'S INSPECTOR, INSPECTOR'S SCHEDULING MUST BE (3 1 C� SPECIFICATION AND /OR DRAWINGS. CURB, CROSS GUTTER AND PAVING. 24 -48 HOURS IN ADVANCE OF WORK. SU8DIV BOUNDARY 1 , J SYMBOL DESCRIPTION STO. OWG. QUANTITY S. THE EX/STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES ] / o 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER r F OFT14 5mcC r_A5ZMENT a J I J g RECORDS. TO THE BEST Of OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING CENTER LINE FINISH GRADE OF STREET. �� 4" A C. W/ 6" AG. BAS E / ORASNOTED _____ 76 S.F. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW XACILJTIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR {- r I 7S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. t � 30' WAT 1< I TNE tFs• El"IENT - ttINSTR kT_ STORM DRAIN D -60 (o L. F. dismiss, EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE. A 3/4" Y- C ` o { RECORD OR NOTSHOWN ON THESE PLANS. NIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING E� MUNICIPAL WIATR tag � Y; GRANTED OLIS VI* R CONSTRUCT RIP RAP ENERGY DISSIPATOR D -4D 2 C.Y ` , S 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE kz F- f'LK CbcU EN T F/P 77` 400' CA DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CROSSINGS. !If--- _ C� CONSTRUCT CONCRETE DITCH D -75 3890 L, F. ICC�KD6i7 5 / 7 7. _ 1 �� ,.... o, 8" PVC -150 *Construction of RXYY /NY CHLOA' /DL IY• er MA 5 LY�iSS 3 CONSTRUCTION Of NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY ) u boa td /v7Z L. F. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ^ SM L y � EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS <- PROFI FIRE MAY BE WATER C ��, S � —__� _ REVISIONSARfNECESSARVBfCAUSEOFACTUALLOCATIONOfFXIo lNG � f � i � - = - -Q CONSTR(1CT /ON OF7YPCONSIDWl1LL p -32 1 E4 I 1 � — , FACILITIES. AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY LOW POINTS. �I,E/ } `- G V lrConstruction of XATEYAl/E A 1SSEMBLY AOMO , 64 4 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL n 7 i r G. SINLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS COORDINATEH/ SWORKWITHCOMPANYREPRESENTATIVES. SHALL _- BE MADE DRY, THE TIME AND DURATION OF ANY a ` B / � I C0A/STRUC7TONOF7YP[- G C'ATC<! .BASIN 0 - 8 1 E4 NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE HT c \ ! - O SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL n 1� UBDIVI - UNDERGROUND INSTALLATIONS ". FOR LOCATION Of E CAL '� F. H!Construction of fir 'h ydrant CABLES AND GAS PIPING AND APPURTENANCES CONTACT T THE THE SAN BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS _� o / .��i � � y Brant assembl Y Z E4 MINIMUM IN ADVANCE TO ANY SHUTDOWN, �� 00 DIEGO GAS& ELECTR/CCOMPANY. 0 1 d LL ' z �� B '— *Construction of blow -off assembly - I EA TELEPHONE: 1-,600- 422 4/33 L11 LOS 1 CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL �-� ° B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR ARRANGEMENTS FOR HIGH - LINING, TEMPORARY SERVICES, ETC. *Construction of manual air release or a_r 6 vacuum i�� I v 'h) � 111 M .A.R. A. % CA &ORK WITH COMPANY REPRESENTATIVES. 70 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS PRIOR TO SHUTDOWNS. > 6V . V . *L valve assembl a A "'o-- y i NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 7. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL � � m i6gY I Lar Z = KEY MAP ; II- IA *Construction of *P /0 x P/0 x flange tea W/ Eq 6 "UNDERGROUND INSTAL LAT /ONo ". FOR LOCATION OF CABLES AND BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -0F - z ! flange valve I* P/0 - Push -On or Mechanical Joint APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. WAY WHENEVER POSSIBLE . �� I m TELEPHONE: 298.0595. Construction of cap assembly 1 IIRE HYDRANTS, A' - BY THE COGNIZANT FIRE 4 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE B. --� � L _ _ J Iq U711 E ITY AGENCIES, ADVISE THEM OF THE PROPOS IMPROVEMENTS, AND DISTRICT, ARE TO BE INSTALLED Al L OCATIONS SP LIFTED 8Y n In KEY MAP LEOEND d► I�IC R LaT LDT Q 4N onstruction of water service SEAR THE COST OF RELOCATIONS, IF NEEDED 1 HE FIRE D I S i R I CT CJNSI RUC F CONCRETE PAD, 3 SQUARE t >. S J CENTERED ON HYDRA Ii;. p S.P � 3 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND o \ 5 ) ...... SHEET NUMBER Construction of water sample p oint I Z : STAi.LATIONS' FOR LOCATION OF CABLES AND APPUTfNANCES CONTACT 9. CONTRACTOR ',HALL REVIEW ALL PROPOSED TRENCH WORK WITH ] i s ` ARMCO ARCH CR SS/NG 2 � 0 / F {_ U a-� TELEPHONE I F'� � _OT LINE LL r 1 CAL OSHA. A COPY Gi EXEMPTION UTTER OR TRENCHING T CONNT?UCT f POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRIC SHEET "ER R LIMITS W / MCO' ,? CLS & O5SIA1 1P / C1] 0, j .TNE 'AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED PRIOR TO CONSTRUCTION, X O 0 V) V)7THttV THE DEDICATED RIGHT OF -WAY, OR WITHIN EASEMENTS DEDICATED LEGEND I C ^� - "' "' SUBDIVISION BOUNDARY 7Q THECOUA(TYOFSANDIEGO- 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, I I J j r T ?ON k o ? i TO READ A$ FOLLOWS A hLOR NE ob 7^ FIRE HYDRANT (JONES 3700) �••�� SUBDIVISION BOUNDARY c ALL F . `NF -J t . E � "'� iv ') ,�'j r,i.��: f wl r .� ,•. } F: a, 1 L vF� ... ....... + _—._ W LIRE EASEMENT C ENTERIlNE a L INE AFTER 74 tiLDFv, HAJE ELAPSED. C ON71-eAC TC Ft' SvAv R ; G - 0r1 Y 6Nc / /:4' `S /S 1 r F` [ c - t- - TREE'. HAKE / TkArF;C S;.GN PROPERTY E Ck;E i C r N E. ; t / /:G ^f ✓: SNA L r . 1 T ' . Y: NCH MAY FF CT FINAL LIESiGN, c �c .E.. LINE CROSSINGS, LINE PARALLELING 4 i C_, a.,T 48 Ou S OF NO % %�0 FGA SUCH A M GT/vG (�R PROPOSED ;: ARIA IIF 1UV YEAR INUNDATION CONNECTIONS SHALL BE FIELD VERIFIES. ALE, EXISTING OR ♦ 550- EXISTING CONTOUR r L DES /GNQTcD EMERGENCY ^!ESS 7?GS./«?LL BC PROPOSED UTiLiT'ES CROSSING OR WITHIN 10 -FE:T Of ( PROPOSED EXISTING ELEVATION PLANS. POSTED PURSUlJNT 727 F /PE O /STi� /C STANp4�7D5. ED WATER MAINS SHALL BE SHOWN ON IMPROV WNT PROPOSED STREET SECTIONS 4,�� PROPOSED ELEVATION 12. ASSEMBLY. TYPE 8E AS MANUFACTURED SOIITHSAY ' ?/ ~ 1 DRAINAGE FLOW- I' i DW48LE 4 L RAMC A . CALL IE . 4 7 1 DR ALHAMBRA FOUNDRY COMPANY LTD., IDENTIFICATION MARKING FOR LIDS PER DISTRICT DIRECTIVES. - - EXISTING EDGE Of PAYEMrNT I - D+Oi[/BGE GL 14LlA/C�/ 13. INTERNAL FERROUS SURFACES OF 60' IRREVOCABLE OFFER OF DED1car1CIN RD. r TOP OF PAVEMENT ALL VALUES EXPOSED TO WATER �-•- SHALL HAVE A CERTIFIED FACTORY APPLIED EPDXY COATING NOT I 1 .. ft -11if hrATyANW�NT � p�gVA� M _ _ 4. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12 AND 2.4yIAXI A. �� ) TY ?iLAL 1 - - -.,.- �� 1 7� �� f i \ 4 • 12 • 2c *. t LASS THAN 10 MILS THICK. I � I 72' • IQ' 1 S: 4 MA7(. A.C.PAVEMENT 2 . y . MAX AAM — _ ��ort< vaafta `-c.P / ft FLOW L I N E 11 VARf /5 !S 5" `/ AIES " 12' SMALLER WITH STATIC PRESSURES OF 200 PSI OR LESS WILL BE � ?% I / INVERT ELEVATION r� p >) AMERICAN - 8O CRS KENNEDY KEN -SEAL. OR MUELLER VARIES SLCIPE VAR1E� E VARIES IE LS (N ly Ij I�] ISI { "ES ^_ :ENT SEAT GATE 'VALVES OR CTSTRICT APPROVED EQUAL. 1 nowt / \� � LS IUt 6 l! L'( t5 Y 1 1 � !� a! p Q V I j �¢ ALL VALUES 14" AND LARGER WITH STATIC PRESSURES LESS ROLLED CCAP8 ) f 6!/TT. / 6 - 4C BERM. CUT -SLOPES 2.1 JAM �w % e _ n.C THAN 175 PSI W L BE PRATT OR DRESSER BUTTERFLY VALVES PEPSORS.D- 'G -4'" ( BOTH SioEs 1993 u i o' a u FKL SCAOL�S 2. a aVCL.lI A B• �p� ' OR DISTRICT APPROVED EQUAL. ALL OTHER VALVES SHALL BE CL CL / - P - - � r SHALL _ _ ENGINEERING SERVICES !VII i ? :-x _ APPROVE. ,;C '<AL '- r VALVES SHALL A/EWAG P.4V /MG T_ r E .- /- OM $TA. 5x20 M 2/ +010 DOUBLE LL r2A/GW A119 CITY OF ENCINITAS ACCORDANCE WITH 0 M.W.D_ SPECIFICATIONS_ / T FRUM VA. 14146-6 Fit37M STA- /*GVR7 OA CUL-Le - 5AC R1�LL CCN?B PE7P Sa -SO G -a I I ROLLED C(/rQ/q f6t/ ) .4.C. OW 6 "CL._ZCA 5-MIN. 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL f/ DOUBLE U APAN40V MW �/ ��/�� 0j"' CAUE 47 f / SORSD "G -a" PER 50125 EN6/NEER NAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON STRUCTURAL SECTION VICINI i MA IT IS AGREED THAT FIELD CONOMONS biAY REQUIRE CHANGE_; T RELLt�N6►IENDQTXW CUSTOMER'S SIDE OF WATER METER. PER NOTE 2 ( PUBLIC STRUCTURAL SECTION PER THESE PLANS. I ROAD STANDARDS 3 -5'" f L77YOFEhe /N /TAB PRIV4rE ' ��r r r c T YP I CAL SEC TION .5. �,)N,RAC�C,t �hALF SUBMIT FOR D�TFI r 1 fiFUiEw, A. C. //C"CL Z ' .4 . B Mkv / unAC STANGARGS 2" A. C, lU" iT IS FURTHER AGREED THAT THE C VEFr AiNER (OFVILCN'ERj SifAIE. HAVE A ul tl.nWisi ; EOF' A, _ S OVE-If /Z A 6.C1.7Z M IA(- G /L' REGISTLRED CIVIL LNGIgLR MALE SUCH CHA.I+GLS. ALiLAA'fllrc N { r.rnu! "AC�DFER' C1,IALSC C :M 1 L ONE .TACK ROAD Of WORK PRIOR TO INSTALLATION_ So /G, '.e ,SLyL OF �PEC7)MPACT[3750 /L S EA/G/AEE� �grTE � ADDITIONS TO THESE PLANS WHICH THE DIRECT OR OF PUBLIC WORKS i� NO SCAIF_ RECO/`7M4FAIZ14 - rl4&, ' �i;,;,, PER SO /49"MA45ER DETERMINES ARE NECESSARY AND DESIRABLE F'JR THE PROPER 17- "ATFR SYSTEM COMPLETION SHALL INCLUDE INSTAI F_AT1ON OF ir% �,Ep01-am IPECOM/'9E/VZ)A7)10/VS COMPLETION OF THE IMPROVEMENTS. APPROVED E(pJAL. H &C 437 METER BOX A. h�F CUkbS SlGi'I. OR LISTkICT 1 FURTHER AGREE TO COMMENCE WORK FN ANY IMPROVEMFIdTS 5oL)WN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WIii(!N GO DAYS DECLARATION OF RESPONSIBLE CHARGE �gnta 4 AFTER I SSUANCE M THE CONSTRUCTION PERMIT AND TO 'U'RSUE SUCH WORK ACTIVELY ON EVERY NORM WORKING DAY UNTIL COMPLETED, ENGINE OF WQ.G'K M7TE IRRESPECTIVE AND INDEPENDENT Of ANY CITHEP WrTK rI;;GC,AiD 14 iIRI�'Y 1)1r.IAi.: `iiA1 1`,M It i" iNFI; OF WORK f(r THE- 84 OWTASOF A,� WITH THIS PROJECT OR UNDER MY CONTPIJI. C ,� 0' I( P I I I ^ t r P O +) ', l E t F C H A R G E F OVER R 1 H E WIJOEVER OWNES 7NE lT f /fE7PTY S• 1 n/O TIAY 4 , 4Y- E� CO �k'M ^ ✓V� c s . l l I A U \ J 1 I( I I / N ')1 l 1 i Q N 1,103 (i F T I I F 71J[ �/G /NFF ' C�L✓ORl/ 11v AV,P/77N6 P I,9P TD 7/JG /JD d OR ANY Ll�✓7�g C7 oC OWNER 1 ORF /NLINC�L �'ELJ�✓C OM rr/ /S PLdN SO 7447-7; v aDDRESS 36 t 5 F RTUNA Fc'L11VCLi RD MiluN') RY 'VII r rI INCINITnS IS CONFIND T 01 ;NIL {'ITIiJiCI Df:AWING:> hfl /G /N fo oerE `E CIL ✓O�rl MIlYF�P(� /N71JEUM /TjJTIONS C1C(� "I,l'/ I EO A �� /S��JN�NDSo7PZ7 /N��OF _ �� ENC►NITAS, GA. D s•' FV I DR A ILY NU U0E C _S 1401 RE LVE ME, AS ENGINEER OF WORK, OF WOR /t / aY&XPIL /N I<, L/IS CU77FZEn/T OPK 1 I IF S 10 R P P o J E C T D E S I, N- CJU /2E /�ICl/7� [2/✓O G��✓�qL WGYPI� AND Q ASSESSOR'S PARCEL r , s�n Nn Ls wvrc/a MAY ✓vroe�� I PRIVATE �` COt�tTRACT g � T SrzrCTi V% 7�A/✓ 77 -1050 AP.6'L /C0 ey b PER t M I T S E r;— Q , r 7X G C 7JJr CITY s/!ok/n O ✓ s �i�/. Cl 4L —� � u_o sauE CfTY dF fd�iCINITAS NE. REZOPERMIT NO. NON€ SPECIAL USE PERMITNO NflNC IMPROVEMENT PLANS FOR: GRADING PERMIT NO. A6 -49 - O i E N C I N I TA S FIRE DISTRICT \/VA BENCH ER AGENCY CITY APPROVED CHANCES BENCH M ARK E N C i N I T A S TRACT 8 7-041 U OUVENhAIN MUNICtPAL WATER DISTRICT "' °"""'" A..ro...►, °"• - mcninpN Niyirn sr, TOP HEA -DWALL MARKED 4 Z i 4 WATER WORKS APPRO�AL WITFt Si;�l FENLE POST_ j i1PP z Approved by. BOYLE ENGINEERING CORPORATION sk"FOVEO BY: ROVE IY: - f!Y LOCATIOM: _ SW rne'INT NnRTF A Hrl y aA� A_ _ F1' PANTY(} n1 I Y EMGt R E. ptT b ��/� Di tr t s C onsultin g En c f nG 9 ineer w M NTA F D C. DEL NZRTE CL. 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