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1623 WATER NOTES SEWER NOTES GENERAL NOTES ASEM OT 1. Mater works shall be Constructed in :ccardance with the Standards Of the "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY WORK Olivenhain Municipal Water District, Con tractoe , Sha ll have a Copy Of the CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD WITHIN THE STREET RIGHT -OF -WAY. standar4 s peci,ications on the job site at all times. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STAN- DARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS 4' 01 2. No work may begin or proceed without direction of District's Inspector APPROVED BY THE MATERIALS LABORATORY. Inspector's scheduling must be 24 -48 hours :n advance Of work. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CON - Z \ 2. PIPE AND BEDDING CONDITIONS. STRU.CTION OUTSIDE OF THE PROJECT BOUNDARY. profile rye R \`IL' 3. profs stye elevations and grades are not shown on the water main le, top Of p pe 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - OF - WAY SHALL BE CONSTRUCTED, CON - c? 2r� GJ le is 48 inches below center line finish grade of street. (A) ALL PIPE SHALL HAVE 4 „ MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH 1HF. PIPE. NECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. (B) P.V.C. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES 4. Install a minimum 1 -inch water service to each lot Meter LO De located 5 flat MINIMUM ABOVE THE PIPE SHALL BE 3/4 " CRUSHED ROCK. A.B.S. SOLID WALL PIPE 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS ?' CO U5T2 UCT STRUCTURAL from a side lot line A 3/4" high letter - W - shall be Chiseled in top of MAY BE USED ONLY WHERE PiPE INVERT GRADES ARE IX OR GREATER. W ERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, existing curb Or i mprinted in new curb at all water service crossings THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE 5EC PER C.4 "AKRAL (C) P.V.C. AND A.B.S. SOLID WAIL PiPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY MOTE n 2 5. Manual air please she 1 "I be instal lad at all high points and blow -offs at 411 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. TYPICAL CROSS -%2TI014 iow points in the water main profile F1 re hydrants may be used in lieu of a WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE lX OR GREATER. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED manual air release or blow -off when located at or near high or low points BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLO- STA.9+ I 3. AFTER COMPLETION OF PIPE. LAYING, ALL MANN LINE SEWERS, SEWER SERVICE LATERALS AND RATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF NO SCALE 6 . Unless otherwise noted, connections to existing mains shall be made dry The STRUCTURES SHALL BE TESTED IN THF. PRESENCE OF THE F. ENGINEER. AIR PRESSURE TEST SHALL CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL time and duration of any shutdowns of existing mains shall be subject to BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LOCATION OF EXISTING FACILITIES. approval by the District. District ahall be notified two weeks minimum in 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17.1. POURED IN PLACE MANHOLE advance to any shutdown. BASES SHALL BE FINISHED COMPLETE: AT TiME OF POUR. PRECAST MANHOLE. BASES ARE ACCEP- 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC COMPANY PRIOR TO STARTING I TABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. WORK NEAR COMPANY FACILITIES L IT IFS AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. Contractor shall coordinate with Uiltrict all arrangements for high - lining, temp NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTAL - services, etc. prior to shutdowns. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S 5 -13 AND S -l4. LATERALS - - Y SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. CATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 7. Line valves where required at street intersections shall be IOCAtld On the 6. THE CONSTRUCTION OF CONCRETE. ANCHOR WALLS PER SDRSD N0. 5 -I0, TYPE A. CONTACT SAN DIEGO GAS 6 ELECTRIC COMPANY, TEL.: 232 -4287 Ext. 1658. prolongation of the street right -of -way whenever possible. 7, ALL MAINS AND LATERALS SHALL BF. CONSTRUCTED WiTH 42 -INCH MINIMUM COVER. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 8. Fire hydrants, as approved by the cognizant Fire District, are to beinstall 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORI- EAOeM VAIZIES e K CK at locati specified by the Fire District Construct 4 Concrete pad, 3' GINAL PLANS, PRiOR TO ACCEPTANCE FOR PUBLIC LISF. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTAL - square Centered on hydrant. CATIONS" Fr.R LOCATIONS OF CABLES AND APPURTENANCES CONTACT THE PACIFIC 9. ALL DESIGN CHANCES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING TELEPHONE COMPANY, TEL.: 298 -0595 9. Contractor shall review all r PRIOR THE ACCEPTANCE FOR PUBLIC USE. p oposed trench work with CAL OSHA. A copy of Q , Y exemption letter or trenching permit, if required, shall be submltted LO the 10. FILL AREAS MUST BE COMPACTED TO 90X PRIOR TO PIPE INSTALLATION. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, AD- __ ' DistriLt prior to construction. VISA. THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, If NEEDED. Il. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS IN ADVANCE (2' OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR LO- 10. Revised Standard Specification fa Sterilizatior„ Section C -1 to read as CATION OF CABLES AND APPURTENANCES CONTACT T.M. CABLEVISION, TEL.: 436 -3693 0TRUCT 5TIZUC TU12AL 5ECT1011 follows: "... a chlorine concentration of approximately 50 ppm or that which 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR ANY Pot GfsAI uL. A10TE's1 will provide a minimum residual of V. ppm in all parts of the line after 24 hours EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. _ 11. MEhT SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVE - hi�l Llapfed. MF.I\T DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR 13. "AS BUILT" DRAWINGS MUST BF. SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. TYPICAL CROSS SECTION - KNUCKLES I1. All existing facilities which may affect final design, i.e.; line crossings, 1 4. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE. ALL WORK FOR A PERIOD OF ONE. YEAR AFTER 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS maw PRIVATE WAD FOR TP.M. IN5S0 line . parallelin K THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR TO BE PAVED. STA.1 +45 70 I +80 O 5 +50 proposed eewwaetio ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BF. DISPLACED TN SO DOING, THAT 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER PRIOR TO MAKING CHANGES emi e sh o w n utilities a e on improvem nt pl ans. MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM NO SCALE mains $ Sg or shall b b shl or r shall within 10 0 field verified. All of proposed eater THE DATE OF ACCEPTANCE WITHOUT EXPENSE: WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, IN THE FIELD. 12. Valve boxes shall be integral cast iron lid and fro assembly, type GV - 8, an UNUSUAL ABUSE OR NEGLECT EXCEPTED. manufactured by Southbay Femndry or Alhambra Foundry Company Ltd., Idewtifieatiow marking fat lids per District directives WORK TO BE DONE 13. Internal ferrous surfaces of all valves exposed to water shall have a certified IT /S AQiIPEED TINATF /ELO CQIAD/77CA✓S A4 REQU IRE C/LAaoe$ Tb 7NE56 PLAA/S. factory applied epoxy coating not loos than 10 mils thick IMPWVEMENT5 C00515T OF THE FOLLOWWO WORK TO DE DOU ACCORDIUG IT/3 FURTWER AdIREED 77dAT NNE GI WWW (DEVEW, WA/ NAVE AREW87EWD TO TNE6E PLAIJ5,TNE CLVIt WT SAW DW50 COUWW EWGIUEER DEPIARTMUT ' mw e AsemnjT 14. Dnlaos otherwise shown em plans, all valves 12" and smaller with static CN /G CA&NEER AMKE SUGM C#AAAKS, AZ ERA77OW OR A WITi�S TO 77/i" ALAM6 5TAUDARD SWIFICATOWS AWD SMO AL P12OVIS1005 FOR IMPRWEMEIJT pressures of 200 pal or loos will be American - e0 CRS, Kennedy Ken -Seal, or WN/C// 7A/E 4DXfc70R OF PI'*L /C kkfKS DETERMIAICS ARE AAECE35ARYAAV QFS/RIaCE 0F WWVI5ft STEEET3 AUD 5TAUDARD i2EFFEREWCE DRAWIQG5 Mueller Resilient seat gate valves or District approved equal. All valves 14" FOR TARE PROPER COMPLET /ON ac' THE 1MRR0MEMEA11 and larger with static proswras lass than 175 psi will be Pratt or Dresser IMPSOVEMENT . DW J( PARCEL 4 Butterfly Valves or District approved equal. All other valves shall be I fUlf7X/ER AclAfEE TO CDA✓CE WOK Col/ AA/Y AMfOVEMEA/75 SWOWMA Cal/ T//ESE District approved plug valves. All valves shall be in accordance with PLAA/S W/TNAV Q(1S77A14 CO0J7Y )Weir tx WAY W /THAI/ 60 D4Y8 AFTER AIWWJAA0F COAI"LICT "UCTUQAL 9217r 11 ,., "� • a' O.M.W.D. specifications. Olt' Tf/E COA/STRUCT /O(1 PeifmlrAMD 7D PURSUE suc4l A"K AC7711E1Y AV EVERY PER A Of) AADRMAG WORKIrV , DAY UAIT /L COMPLETED IRRESPECTIVE AAAD /AIDEPfAADEAJT l ay 1 15. Water services for all commercial developments shall have an approved backf low OrAA/Y OTHER WORK ASSOGU TED WITH TN 15 A40JECT 04? UDDER MY CCA( 7PM FILL 5LOPE5 J �( preventism device sm custesser's side of water motor. CUT 5L.OPES (l y i:l) _ G s 16. Contractor shall submit for District review, manufacturer's catalog cuts /shop COIJ°J[ItUCT 111ILIUED 6ROWDITCFI drawings for all items of work g prior to installation. OwA/�VFI� eROTNERS DE✓ELA�iUT CO. C0U6TRUCT UUED DROW DITCH COI.ISTKUCT STa 101J UCTUItAL SECT 17. Water system completion shall include imetallatiom of H&C 437 motor box at all 2404 RA& CNO 3"17A FE AM PER &EAIERAL MOTS N 2 curb stops or District approved equal. 00V& #^1A CA 12024 IIj'J'TALL D" PV.C. 5EWEQLWE APA/ : 20-23/-25 S McTALL MAU410LE 0 TYPICAL CROSS SECT'ON I g IL6TALL 8" P. V.C, AWWA (Cg00) VATERUWE w PRIVATE A0 D FOR TPM �- STA.2+'23110 4 +351, 6+00 TO 7+4312 LW � WATER IMPROVEMENTS PER OLIVENHAIN KW D. STD, DWGS 4 OR SPECS NO SCALE ooh I 8'' PVC- -.4 10 n Construction of ►alyviNylchl9eide,water mains. size, Z 9 tYPe and class as notes „ ) ~ �M Construction of rate valve assembly, size and type =. � _W SHEET 2 1 SH ET 3 H. 0- ®N as noted I 79Nf RRfY/1l- VIAS0AEP44FOr+laIAC- Construction of fin JWdraNt assembly ��' -��" ' AS 3MOhW feel N/8 NIL W dAT/9F /ES W AEQU /I - 5:0 . h WOOMAN I 0 AN A/ 75AS.0ITEDAVTA/EF/AULM077CE0FAPf W1. Construction of blow - off assembly �,,.��.�..__� fA4 TPM 18650 ANDTiAESTAAOARW MfAVW476 M ��� r �7PEETS Construction of manual air release ASSEM *LY - o'" DA 7E D Construction of *p/0 x P/0 x flange %te W/ ,RI�v'€ DECLARATION OF RESPONSIBLE CHARGE C hn IND ANE / pE pl. eSY: flange valve 7 0 sT. I NEREDY DECLARE THAT I AM THE EAlOMlCER OF Wi 4*' A4q TN /J PROJ6GT. i ® ENGINEER OF WOU Construction of all p/0 tee rMAT 1 AAVCi M(ERCMD Ri?POMS/DLE CVARdf OVER net 0014W 0►r rNE SHEE 3 \y0/ 0 �j PROJECTAS DEFINED /N SECT /ON 6703 0,rrNf BUWO 441DPROA65500 � ❑ OOUMTy' Construction of all ►/0 cross 4_ ._ a g, CODE, AMD THAT THE 06516II IS COWS/STEA/T W /Ti/ CURREAIT STAA"it05. 5ECUR 17Y REOU14OD: Construction of reducer C T I UA/DERsrAA/D TNAr rAIE CNECiC OF PRoJEcrDRAwiAWAwsmC/FAcArloA/S ❑ YES Construction of cap assembly IY TWE COiW7YOFSWD 1E00 ASCOWrIA 70A RE~ OAILYAA/D DOES Air OFESS =� ® AID Construction of water service - -� SITE REG /EVE ME .A5 EMOIA/EEK OF WORD, OFMY AZESPOALS /5 /L /T /E'5 FOR ��// AlE✓/ FOR CLARITY " P/o - PU5H -OM OR MECHANICAL JOIA►'f - PROJECT pus /GAL K EY MA P ,NE A `�, °Y' WATER MAN EXT. NO. 135 oEAil�rl P RIVATE CONTRACT DATE //.2 '7187 PERMITS R.C.E. 8 9677 R WFAM O�*�KMXww" sNEET: INEERINi RE20NE ►FINNY NO. NIA 1M►YAIE "Co F*= ENG ��A!% - WAT 2103 EL CAMINO REAL, SUITE W. 8 PRIVXFE ROAD PLAN OCEANSIDE CA. 92054 SPECIAL USE PEINMIT NO. _ SEWERLINE EXTENSION AS duic s3 "A ®cast) 7 �/ 433 -4515 TENTATIVE MM NO. TPM 1850 WATER DISTRICT WATER DISTRIC SEWER DISTRICT �ovEO cam. BENVCH MAwK LN. 4 COVER LINE •''1 a CALIFORNIA NATE INDEX SAN DIEGUITO IRRIGATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT CARDIFT SANITM►T10N DISTRICT "s omdpwm AW"MbV Dow WATER WORKS APPROVAL DIKSIFTION: CIISELF SON Elul OFCONCRETE asw«s t M. FSuILt -zz•ei s a....r. x(.,5289 IRRIGATION PIPE elmeevoa or .ueue vrowRa 1: by: ENGINEERING CORPORATION IaCAT10N: 3W E . OF LA5 MoiZKO! a WTea3[CTION T SEC- 036V45 v g e e sTY r �+,,111 OF LA QAJADA j CDiau mg -01 ' KAMM E L LN KED W L �/ 1"L ��curr 198 RECORD FROM: C4S1WT'( OF DIE VEaT: COWTKOL .E. P DATE JOB -y NU DAISER A►PROVED DATE ELEVATION: 170 OVAL CM TPM 18550 AR M E D ATUM: U• S. (}• S . iiKw111eiIt FILE NO. PE -Ore W _. PC 1869 L . �I - - - - - - - A - - -- - - - AMC Wit- rt EE E=l JX AT ME - - - - - - - - - -- T -- - lit 0 ultv — -- - - - :EXIST. :8"VC.R S(:WERLIWG -- EXIST. 20 u ,- SEWER L i 4 APN. 259 221-43 EASEMENT ` , _ " J i T A.0 +99.93 INSTALL M.H.W I API?OX.ICS AT 18T PLUG TO B .LO ATED IN THE As BUILT CHAN FIELD PRI01v' T CONSTRUCTION SEE SHEET 5 3.90.39 A.H. = r WATERLINE MATCH T IO = 32.8ft.27 6K. SEWERLINE DEFLECTION FR. STA $ +50 TO 9.50 x STq 4 +�p.4 VJAT,ERLIh1E 8,.Y6 TAPPING TEE D 10' RIQHT-3E I TO AVOID PACTEL VAULT. MAX. DEFLECTION OF 2.2 FT. EX15T $O IZIVATE RoADaTA 37. 2. S "E STaEET j0 ��` AFl11. -221 -44 SEWER EASEMEh1T \. , J' EXIST', 10 � EWERU E " EASEIuI N IFF N' - 'SANITATION ,OtSTi�1�T - j c O F /P zts3 ATE s ai' M N• #3 1 � ' S +90.39 SE EIZUIJ = STA 1 +05 PER TETEU WAY ROAD PLAID ........ + 2.24i!5 T 12IGHT OF F 2 " ! IS INSTALL FIRE HYDRAMT I LA o , ; - Ian' ' I ' ! .c� JOKES 3700 SCALE: I " =40' N M. #2 sr 1 +75 12 WATERLIME EXIST, 15 9EWERLIM EASEMENT M 90 ° ,BEND TO CARpIFF 5ANITATION' DISTRICT E FW,YC?r3AI.fT F/ P s7 +196353 DATE - 2e W , i ' I �+ i i .: ! :i LIA )OKIE i Z CO2JSTRUC ,105 "L .F 1 d qn Q COMTRACTOR TO COUTACT 5, D. W. D. OF 'G PVC AWWA; (Ct2bo) �. 3 EXIST 3(o WATERLINE —� O I 753 -1145 48 HOURS PRIOR TO EXCAVATIOAJ APN. 259 -221 I UMDER 36" WATERLINE. EXIST 12" WATERLINE —� 6 tAPP1 VALVE I 5° EMO © A 5 O© t LL CONTIZACTOW TO FIELD LOCATE WATE12 b 2 � COUSTRUCT 197.7Z.'t.F STA.9 +5!* , 3 L LINES PIZIOI? TO COUSTt2UCTI0IJ.RNY OF PVC. AWWA(cL goo) � a APN. 269 = 221 -(* T CONFLICT -U _ m * WET YAP C41�1I� 0 EAST. - CT t3ETWEE&I EXI9TIIJG WATEIZ ! m "'Ib �► � Ies- WATEIZL. INE IAI5TALL f� Z LINE PIZOn05E0 5EWER LIME SHOULD — l tXlST. ''SEWER EASEMENT, 4 ' KOPP ' CM 42 12 A 9E 151ZOUGNT TO TgE ATTEUTIOU OF THE W qq, TO CARDIFF SANITATION 01ST E_ STA.7+70.(7' 8 TAPPIMU SLEEVE, !• 4' ENGIIJEEt2 OFW012K PtZIOtZTO COMMEUCI PRIVATE CONTRACT w \ EL COWDUr( WO SHEET ACT I© s 5 F/P 3 2 54 4 94aTE 6 - // / - a M.H S' TAIPF(LIG VALVE >< - � , i �T �#`o tZIC. COUNTY OF SAN DIEGO Z bl ° 49 0 0'►./ 44 39 ' W /I 1 ,: L DEPARTMENTOF PUBLIC WORKS sNEErs Z A - �— i5 I , 10' OF CO -'Fs' 7 +00 I C70" S x•06' 9� �'' S EX T. P4GTEL GOA1G, VAULT (13�x7�) IT �_7 - s+ � N73 ► SEWERLINE EXTENSION 5' �� ;INSTALII PLUG FOR ! PC 19 0®� � _.. ... �. �- S G.0 CONSTt?UCT'3gT 5TA9 +09.5 V COUNTY APPROVED CHANGES BENCH MARK OD WOODWIND LANE ui j a i ���, t: r . TA.` +.7.9.1(0 CONSTtzUCT SAP ASSFMOLY 45 Bg wo o,.: - Nu. D+¢n0uon Ap e D,I. M.H. ,4 ! - q -45700 �, CL' 7 DESCRIPTION C4419ELE0 Q. {21 S 1 IJCfZETE «.mm«. « for ,,,,...l. APP,u•W i M t3F 8 PVC AW (� 940) 1 < APN. �� -Q2� I _ 1 R6AU6U WATERUh1E- STA9101.3 2 )S N. -� 317 L. 3 DDED 6" F.H. LATERAL ?�9 Fr7 TIOU . AP 265 2 ny � - ' i ?'' - , W LO CATION, 36 E. OF LAS M ORRO S I�TEK .�JEC TION USDIVBION ENGINEER FoR DIRECTOR OF PUBLIC WORKS T' G.. xn S _ _ OF LA 0AJA0A [��....iwu,.: cnR.be, W Z EXI T FIRE ELI% 20 WATER EASEMENT I DRANT o W IVEUNAIN MUhNCIPAL WAT R RECORD FROM COUNT( OF SAN DIEGO VEIZT. CONTROL � ' �•+ TO OL Ar/ �c .-ti z_ i y . �`� AyPro.a eau: ELEVATION'. 178.69 DATUM. U.9. G. 5. Wr _ / _ 7 'i _ -_ ,. �.. n.ae. 29"577 C � _ .. r I L I W a. FILE N0. P E. 0u6 PC 1889 i - I 1 : I l ; I T t 1 : _t - -- a t v la PI 1 - -- j r � j I 1 � • t I 1 ' f __ - _ __ -� r � ' � C/o III W w j u t : j 1 }111 1 + I( , _ r r —t- _I. _ : j } j 1 Q t I I Q 1 - - - — i i - - - I - - I - �; 3'004T OF - - - - I I - -- - A V 0 - i nw _ } + j Y j j - - - i -- r - -- - . - - - r r tw t 1 I f j } t in it lu 000 0 40 w . P a ST w - 1 u E - -. j ♦ i - r I t t t : : 1 : t -- - - I t } ; t + r { f f t t ; t, - _ -} - 1 1 - ' : WON EX15T I`5' SEI�fE�CllyTE �SMT EXIST. IS SEW6fZLl "N ESMT. � ' E2 E$w.. TO CARDIFF SANITATION DI5( TOFF SA MITA I w.D15T,; SEE SHEET 43 l-t TO'CAI?OIFF SANITATION DIST , BATE s- - a � ' F 8T ATE a - � T � / DATE, COVER LINE s CATER19rL8 • STAB. 1.49,1.5), I •S3, 1.35 1+5 F/ T•zg5su 7 }i' c TA To•la i MAXIA, OWSL PC A 114T`3 M Ismo ,... — - ` I CERAFY 71,1AT THE PR / ✓A7E ROgO /MPROVEMEA/TS APN. = 231 -48 APN S» l -49' APN. 9 23 -50 , E�C15T 40' PRIVATE AS SF/OWA/ 0A1 THIS P11 AA/ SAT /SF /ES 71-1 REQU /RE- tZOAD EASEMENT MEAlT5 AS STATED /A/ THE F/A/AG NOTICEOFAPPRO✓AC FOR TP• M 18550 ANO T4E STgNDAROS FOR PRl ✓ATE IF 0 1z + STRE pµ1 �.E • E SS EET'� ETS. ' - w' ..! ''� DATE: REPO' �XisT. WOODWIND LAND N:•� f ' 24 " VERr W/T_H 2 65 -331 - 60 E 5T♦ F,06 OF ! -- IAISPEGT/® B NGINEER OF WORK rt APN - - PA I TA. 00 c OVE12 LWIE, (SWEET 4) sTw aa• i I$5�V a a, ,3D R P W ti N � co uN rY ' w W W ,-r - SECURITY REQU /RED E�CtST Ov " WATERLINE• �, E 13T..15' 5EWE12U#Jrz E$MT. E�cr nto. 10/ G YO CARDIFF SA►�IlTAT10M 01ST ® NO JZA 2F_ PROMSEED STREET WIOELW F / Pa2,2,s eD ATE .9-2$-8-7 V � IN COAIJUMli WITH T.P. to 1 ' WIOTIN VAl21E9 1 EXIST. lg` SEWERLIIJE ESAAT. P''. T Ei415T. 50' PRIVATE REVIEWED FOR ccAR/ rY x TO CARDIFF 5A DIST GOAD EA9EMEMT y y BY F / ITT +2vsscaD 5 a `BT FOR G.M. BOWMAN, DIRECTOR DATE APN 269- ua NOTE s5 UNDE12 E)(15711,10 O A.C. PAVIQCr LtJ DEPAR aF PU6L / WORK$ E -915T. _3G "WATERLINE APN 265 3 1 65 4 I -r TO APN 265 - 33 9 APN 265 - 331.40 F P _DATE EA5T. le" WATERLINE APN 265 - 131 APN 265 - 331 -38 ` m EX15T. 13 5EWEIZLINE E5MT. EXIST. 15 SEWERLILIE EeMT. TA. 22 +7 .SCo e to v \ -' T4 €ARDIFF 5AMITAT10N DIST• TO CARDIFF SAMITATICdJ DIET. ry 1500 C WbTIzWCT10t`1- - - ' �4PN' 131 - 37 P COMET. PLUG ' ��\� ... .. E�19 .. _ 1 , - � �,. STAs'IA�91. 1 F /P a2sas10 G -lE-A7 F /p 24ss�A -a7 �•c . T 30 PRIVATE M .N. #8 1 l}� ., + R1 ROAD EA5EMENT STa 20 +�2s I sTa 22 +o1.s l 265 -���- SCALE = I = 40 STA IC 8 1 > EX 15T 6,r WA APN \ �...:...: 6q TA. I5 +48.0. �-- M.H.# l ` --. I - APN 265 - 331 -29 I } I - - w EXP. 3 31 -9/ -. w . `� 3 w S F�Pi 215356 ...� ' S I° S 5 - . 73 I i 15 4• i 2fr9.42', oR - q w w 'rE S 28 -a7 16 S 17+ 7.8 QLOO 9TA 20 +42.5 M.N.9 EXIST 15 5EWERLIME ESMT. E)15T 15` 5EWEIZLIME E6 AT 9T I5J'5EWE NI E DI To IZ S S L II J OA! D15Tr� a2 +c � TO CARDIFF 5AMITATION D15T. -`" EXIST. 13" SEWERLINE EbMT. TO CARDIFF 5AMITATIO< D15T. 5T o F / P4299oB DATE - ao - s� .' E�15T 15 SEWEi2LlAlE t : -,,.; TO CARDIFF SWTATtON btu' TO CAl2DiFF SA T T 'TO E) 57 F'SAMITATIO aST. FI P4s�+t ai DATE 30 -07 F�P 4t�ac�O ATE �� so -s 7 1 ° F/ 13 1 3� -$ PRI VATE CONTRACT 11 FI 29sas� Z ggog DATE 7T36 =a7 a A - - S __ __ -_ _- _ 1 w F /P ;PN. 265 , 31 71 H ET 1 C OUNTY OF SAN DIEGO -_ Z „a'I STA 16 +75 ', r h % [ DEPARTMENT OF PURIIC WORKS SNEHTS 1 APN 265 -331 -�2 _ - -- -- w APN 265' -331 -3 , APN 265163 APN 265 - 331', -34 E�15 T.3CS %PRIVATE PRIVATE ROAD PLAN o Af'N 265 -331 -35 IzoAO EAeMEMT SEWERLINE EXTENSION a COUNTY APPROVED CHANGES BENCH MARK WOODWIND LANE .:: 00 No. DI¢npoon App,oved by Dale - _ _ - -- -- Z T , DESCRIPTION CHISELED Q . IZIM OFCO R,cy I�d�dlo WP =o..1 ADD DRAINAGE I"IGATION PIPE - - z N in LOCATION 3rD' E. OF ct LAS MORRO5 C& INTERSECTION ___ SUBDIVISION r N,•�NI r H I'll DIRE( -TOR Or PURLIC WORKS -CSC cm OP LA I3A JA DA E npnw, ul -c,l Exv. 3 31-9T -. b �. — -- L " 2c RECORD F ROM COUNT•( OF SAN DIEGO VEIZT CONTROL !d rr "=�; -� r 18 550 2c ac yAS 90/47- "� (yxo �� /F J ELEVATION 178.69 OATUr U. 5. C 5. — TPIvI // _ PA C R.C.IE 29.5?7 W a FILE N0, PE• - Oib I , Sol, VC4 PI: 14.8 oil , -� �rt T~ - WW - . .. - - - t r r � - �� i = GoIE kit -r - -� - •I. / IL . B „ P/ EL //7. /l P. ELEY. t � 9 r trI O Af q� Mi ti ,/ �J N: � b b a - - - c -t - c!1 —� EXIST G+PADE t r i LE -H - 1105 _t �` ---� TOP OF PAVING e 4t a lo e . RISalA/AL_ �R14D1E F%1PS T 0E5 /CrA/ PkrOf}� D DISC A Oi. E4 O i F - 8,. POSED 24" . . . . . . . . . . . . . . o CUL I/ERT GR DE �. PR k 1 /{IWE DRAdNA� } l i + PROF /C E ' a i { � W •lUe " into nui . . . . . . . sCA4Es : VERT, I, - ,IN rin L91 r%n �f RECONSTRUCT DR IVEWA Y TO MEET EXISTWG - LETTER OF PERMISSIOW 10 EXIST DRAM I/>GE DITCH GRADE AND RECONSTWDRIVEVIA� PER STD DWCa D-75 -7 FRAKC: 5 MEISTER EXISTING 20 PRIVATE _ WANEP AND RELEASE J DATE C< -2-87 ROAD EASEMENT I gG i ' - 'r te ED LIVEAI /CK DATED STPT� CONSTRUCT TYPE 'A DAYLITE HEADWALL PER STD � . � FILL 2•.I _._ DWG D-30OREQUAL- _ CONNECT TD B" SLAB — RECO CONST A.G. DOWIJDRAIIJ w Z cANSrPUCT MASONRY 3.5' RETAINING WALL TYPE I 4 4G PvC ' `.l 47'OF 24 "C.M.R �`' F / - 1 �` PER STD DWG C -2 — 1 '�° CONNECT TO B" SLAB PIPE FENCE @ _5% SLOPE 1 e. Z PRt�Po5E0 ° g' I II g.o% p D A 2. �... F ESH N Sf1 P.4 YIN G \\ I \ �Q• D t, O 0 VI \. A 5 O 1/78 o` �� 0 ° o W �� '�l i PARCEL 3 \ _ 0�ki III" 6 „ PVC PIPE I (5(• /� Q /8 "CMP �l 0 - „ �?T ST4 to . . p - CONNECT "� @ 2.0i - 2 STA 4 +05 - l6 CMP /pE' I " EIi /SED " 5EE DETAIL "8" ' ? /9r Qi4S /N R PER DE IL TAB" 0.7'� uI I�A AVE S �h / MAX. I CER /FY MAT THE OR/VATEROAD /MPRO ✓EMEA/TS I I Cb EL 4 AS OAI7N/SPLAJSA7ISF/ESTi/EREQUIRE- BANKS = //z : / -- 1 ad _ MEAITS EARTHEN S STATED IN THE F /AI,gL IIOT /CEO 'APPROW PEP 50 /LS REPORT 1 S�I � "15TING � FOR T M. 18550 AA/DTA/E STANDARD5rO?PR /VA76 STRE S. GRADE /. 5 I, I I �C "Xr �i�' i r 2 -1 & t ° BERM - 2 DETAIL B SEC T/ON A -A ' DATE: ' I MAI I I PROFILE N TS 4L��77 NITS /N.S*f �T /QU DY.. CMP 24" CMP 3 S , /a [ ] EA16AIEER OF WORK l? I, w -r :3 a ; F� F�( 1E. /!9 G 7 - � COUA/TY NAIVER AND UACK W/LKERSON ! /E. 113.5 D -30 HEADWALL I RETAIN /NG W L r 9ECUR17Y REQUIRED: N � DE TAIL �► ����� / A L N YEs A/O EA BERM 6 /e'cMP _ G " Pv� C # R/ PE NOT 7D SCALE RE ✓iE o orcLARm -- "'� BY: _� 7 -1- .42 J . 8 W A�/M , D/RECTUR DATE Cull PROP05ED 40' PRIVATE WORKS I� ROAD EASEMENT PL .' pEAUera,�uTOFPUeuc ki 3' z con) �� PLAN PRIVA CONTRACT w J Z w PARCEL 2 SCALE ' ��� 40' N T 5 EXR 3-31-91 S E T COUNTY OF SAN DIEGO Z_ Jh V STING 15' SEWER EASEMENT + L- � .� DEPARTMENT OF PUBLIC WORKS 51 HE E TS' TO SANITATION DIST. �` . ` LLI I8 PRIWATE ROAD PLAN l J + TA• !+ 22 F1P 87- 32 54 51 DATE 4;-// k-- T- IAISTALL WG as DU2T ;� ��.�.� ,:,,� /r � SEWERLI EXTENSION M.N.# ro NSTRUCT DRIVEWAY P COUNTY APPROVED CHANGES BENCH MARK STA.13 +09.48 WOOD WIND UJ. I TO MEET E><ISTING Poo ApD orM Dr Date COVER LINE X 0 TA. 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