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1989-4603 TM (Plans) GENERAL NOTES: S AN DIEGUITO WATER DISTRICT NOTES CITY OF ENCINITAS TRACT 4603 W ORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF (1) Water mains, laterals and appurtenances shall be constructed according 5' 50' .4 40' VOADE,ISfME.VT IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. to the standard specifications of the San Dieguito (later District. The DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO Contractor shall and hereby does guarantee all work for a period of one year 22' A6 COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI- COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORA TORY. after the date of acceptance. Z5 2 S e' FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF 3 3 2O' SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (2) Unless otherwise noted, all connections to existing mains will be made � Q 3 4'UT /LITY >yP. APPROVAL OF ANY CONSTRUCTION OUTS /DE THE PROJECT BOUNDARY. by the Contractor, under the supervision of San Dieguito Water District, ° L45EMlrAIT 2 16 /b ai after payment of the estimated coat by the developer. D o QUANTITY ITEM SDRSD SYMBOL ?. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT"OF -WAY SHALL BE c 4i ll( y' 2 < CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 3 O W t 2•, P.C.C. ClARO (3) Where elevations and grades are not shown on the water main profile, top S. 1 P.C.(. cuRS CURB, CROSS GUTTER AND PAVING. W G'2 2397 1. f . CONSTRUCT CURB & GUTTER G -2 of pipe profile is 48 inches below center line finish grade of street. >K Z / 2z PER G -t 5. THE EXISTENCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE (4) All services to be constructed clear of driveways. .r,,, nr ` 7056 s. t. CONSTRUCT P.C.C. SIDEWALK A yr` RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING ea . CONSTRUCT 18' DRIVEWAY FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR (5) Contractor to furnish one -inch copper water service and meter box for STRUCTURAL 5£ T/O.V PC.(. SISEWdLK ^ * 1 IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY each residential lot. PER ( R SE"A NOTES WR G•7 A79V MrOrtANT 3p,035 s . f CONSTRUCT A.C. PAVEMENT . EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF Wz. �A MYAfA RECORD OR NOT SHOWN ON THESE PLANS. (6) Contractors shall acquire a trenching permit from the California ,+ 24 ± /5 ' ` W- /I T ttW A STRUCTURAL SECT /GW /so S. f. A.C. OVERLAY & FEATHER 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE Division of Safety for all trench work. )O 6 1 : t PER 6E,VERAL NOTES DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO (7) Install fire hydrants 2 feet from face of curb, if no sidewalk exists, EX /STA* A" t. PAWI*AIT W,2. 2 e4. CONSTRUCT SIDEWALK RAMP TYPE A G -27 � "•.1 =1�,� CONSTRUCT /ON OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY or 7 feet from face of curb where sidewalk will be constructed. ea. CONSTRUCT SIDEWALK RAMP TYPE B G -27 EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS TYPICAL SECTION- RUBENSTEIN AVE. TYPICAL SECTION- AVENIDA DE MONACO (8) Provide air release assemblies at all high points in water mein. IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 2 ea. CONSTRUCT CURB INLET TYPE C D -3 FACILITIES: (PUBLIC ROAD) (PRIVATE ROAD) (9) Contractor shall obtain encroachment permit from the County Department 7 THE CONTRACTOR SHALL NOT /FY THE SAN DIEGO GAS & ELECTRIC COMPANY of Pub /Ac /VSr,ts for any excavation within existing County Rights -of -clay. AS- OU /LT 1_ 577?41CMR SEGT/GYV.' FRO/'f 57A 0 +25 TO 3 +93,W / ea. CONSTRUCT CURB OUTLET' D -25 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 3" 45PNQ[ -T Un/ b .*/ C4455 L 845E ,q$- Q(j /LT S7Rr1C7Vo44e. SCC7A01Y• z 47' CULVERT COORDINATE HIS WORK W /TH COMPANY REPRESENTATIVES. (10) The District requires that compaction tests be taken where water lines Z / ASP/ -�.4LT G3 4 6(A/ 65 Z /S1$E NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE are installed within existing County Rights -of -Way, private easements, and 705 1. f. CONSTRUCT 8" PVC WATER LINE -> _W_ "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL the results approved by the County Department of ILL /AC 0101 before the (C.100) CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN water lines are accepted and a copy sent to the San Dieguito Water District I ea. INSTALL 8" GATE VALVE < -> t DIEGO GAS & ELECTRIC COMPANY. office. TELEPHONE: 619 - 436 I ea. CONSTRUCT 6" FIRE HYDRANT F* - i 8. THE CONTRACTOR SHALL NOT IFY THE PACIFIC TELEPHONE COMPANY PRIOR (11) Prior to awarding water line contract, Owner shall advise prospective ASSEMBLY (-OWS /DUEL aft) TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS Contractors to obtain and review current San Dieguito Water District's WORK WITH COMPANY REPRESENTATIVES. specifications. /) ea. CONSTRUCT 1" WATER SERVICE NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR I OCAT /ON OF CABLES AND (12) The Contractor shall notify the District's Inspection Department 48 IF ea. CONSTRUCT I " B.O. APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. hours in advance of beginning work to arrange for inspection of project. TELEPHONE: 1- 800422 -4133. 2 ea. CONSTRUCT 1" M.A.R. -� (13) Fill areas must be compacted to 901, prior to pipe installation. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND (14) Approval of this plan by S.D.W.D. does not constitute a representation 8061.f. CONSTRUCT B " PVC SEWER LINE s 4 - 5 - BEAR THE COST OF RELOCATIONS, IF NEEDED. as to the accuracy of, the location of, or the existence or non - existence of, 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND any underground utility, pipe or structure within the limits of this project. 300 'SITE DISTANCE EACH WAY NO OBSTRUCTIONS IN THIS AREA INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT /3 ea. CONSTRUCT SEWER LATERAL S -13 --(� T.M. M& TELEPHONE: 619.746"66" SD SCALE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON i i i i 7 ea. CONSTRUCT SEWER MANHOLE 5 -17 h1jNNe� THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED a G G c D a C q D o Q WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED { I 1 / 4 k 4 38 1.t. (I)VSTRUCT 4P'A.t. DIKE, TYFL�A G - 5 TO THE COUNTY OF SAN DIEGO. �' \_- W �./ w tl `- ^^✓�`. W ) W V W �J W �.- J W �� -�.� • -Ef I:zl V. 12 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD in V RUBENSTEIN' > „ 1 AVENUE fit IS SPECIFI- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, � �- THE SAN DIEGO SPECIAL PROVISIONS TO THE STANDARD CATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, ADOI "tL•'ll - 1 � W \ efist rReES W W Q 4 4 , �� BY THE SAN DIEGO REGIONAL STANDARDS C OM MITTEE AND THE FOLLOW - k Exrs� rRe[s ING SPECIAL PROVISIONS. 4 q W � 61> q Q Q 13 PIPE GAGE THAT WILL GIVE. STORM DRAINS 25 YEAR LIFE TO BE w W W is DETERMINED THROUGH RESISTIVITY TEST SEWER NOTES (CONT) �g 14 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. COUNTY OFFICIALS SIGNATURE DOES NOT CONSTITUTE APPROV- 13• As Built drawings must be submitted prior to final acceptance of the work. AL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN AND CON- STRUCTION OF THESE IMPROVEMENTS. 14. The contractor shall and hereb y does guarantee all work for a period of one year after the date of acceptance of the work by the owner and shall repair or replace any or all such work, together with any other work AVf: which may be displaced in so doing, that may prove defective in workmanship and /or materials within the one year period from - date of CARDIFF SANITATION SEWER NOTES acceptance without expense whatsoever to the owner, ordinary wear and i tear, unusual abuse or neglect excepted. rool aC A�E "All work shall be done in accordance with the Standard Specifications for IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE Public Works Construction, latest Edition, the San Diego Standard Special LEGEND adopted CHANGES TO THESE PLANS. Provisions to the Standard Specifications for Public Works Construction adopted by the San Diego Regional Standards Committee and the following ar O IT IS FURTHER AGREED THAT THE DEVELOPER SHALL Special Provisions." CENTERLINE HAVE A REGISTERED CIVIL ENGINEER WKE SUCH 1. Trench width shall be per SDRSD No. S -4 unless otherwise shown. C © PROPERTY LINE CHANGES, ALTERATIONS AR ADDITIONS TO - THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS 2. Pipe and Bedding Conditions. SANTq fE z '� EXISTING CONTOUR _�92 DETERMINES ARE NECESSARY AND DESIRABLE FOR 0R II' 3 Z ` © .� (a) All pipe shall have 4" minimum of 3/4 inch crushed rock beneath the 1 EXISTING ELEVATION (83.7) THE, PROPER COMPLETION OF THE WORK. p ipe. S \ ITE ` \, � A = s (D PROPOSED - ELEVATION 94.3 (b) V.C.P. and A.B.S. truss pipe bedding from bottom of pipe to (6) six I ` u 0 3 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS inches minimum above the pipe shall be sand, gravel, crushed 3 s DRAINAGE FLOW SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- aggregate, native free- draining granular material having a sand Z WAY WITHIN 60 DA YS AFTER ISSUANCE OF THE CONSTRUCTION equivalent of 30 or better.. Is U n EXISTING IMPROVEMENTS - - - - PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY e Z NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE (c) P.V.C. and A.B.S. solid wall pipe bedding from bottom of pipe to (6) IAA .A EDGE EXISTING PAVEMENT W / �- AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH six inches minimum above the pipe shall be 3/4" crushed rock. A.B.S. '� Wr MA THIS PROJECTOR UNDER MY CONTROL. solid wall pipe may be used only where pipe invert grades are 17 or 1t. TOP OF CONCRETE / TOP OF CURB TC PERM /77TE t/ el greater. mN ME HYDRANT LOTH AE)t OWNER: fi n TOP OF . PAVEMENT TP L iKA71rf foR" 7143 r 3. After completion of pipe laying, all main line sewers, sewer service OWCT/ONOFARAINAGE -w- WATERLINE ADDRESS 14Z6ARSENSTINAW. CARDIFf, laterals and structures shall be tested in the presence of the Engineer. / l ' f ` O &WT AVER - S - SEWER LINE MINIMUM MIN 260 - 081 -•46 & 53 W Air Pressure Test shall be used unless otherwise directed b the En �• y Engineer. I VICINITY MAP S PARCEL 260 - 083 -38 & 53 D ECLARATION O!' RESPONSIBLE CHAAOi TYPICAL TYP ASSESSOR 4. The construction of P.C.C. sewer manhole per SDRSD No. 17 poured in place manhole bases shall be finished c at time of pour. Precast manhole AArI t0 544L£ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, SITi ADD11I1111106 bases are acceptable for use with 8 -inch collector systems with THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT inspector's approval. ExP 3 31 % AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE AND 1426 RUBENSTEIN AVENUE a _ THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CARDIFF, CA 92007 5. The construction of 4 -inch sewer lateral per SDRSD No's 5 -13 and 5 -14• V ?F C�.'� Laterals shall not discharge directly into manhole. - I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND PRIVAT CONTRACT ENG /WEER OF XVe)V AS -BU /LT MATE SPECIFICATIONS BY THE COUNTY OF. SAN DIEGO IS CONFINED TO A REVIEW ONLY 6. The construction of concrete anchor walls per SDRSD No. S -lo, Type A. SUFF /C/ENTFjELD CH NMADETOASSURE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES PERMITS O COUNTY OF SAN DIEGO THAT THIS PL.4/V/y,4S CGWS ,r4/CrED T.AN /N SUBST /,41C FOR PROJECT DESIGN. >_ L7. All mains and laterals shall be constructed with 42 -inch minimum cover. CONFO)M • w i c- 1rH T/7'AI�PJ�YE /°G p4AI. /1/YITALL T.M•4603 SNEE7t �� ELEV�4T /Oi1(S /LIX.'AT HA IONS lVEQEEN I/E�P /F /ED. CALL BY: TENTATIVE MAP NO PLANS DATE: _ 17,- z- S7 DEPARTMENT OF PUBLIC G PLANS FOR THE IMPROVEMENT OF: WORKS 8. The final location and elevation of sewer and water laterals shall be CO /VWAY6ASSX., /NC. )VI THANYOWST /oNS V COASTAL PERMIT NO. 6-86-572 RUBENSTEIN AVENUE Z�A shown on original plans, prior to acceptance of work. ABOUT T/•/ /S PLAN. JOHN D. CONWAY / t R.C.E. 29067 EXP. "3 -31 -87 L 14956 (PUSL ROAD) 0 GRADING PERMIT NO. 1 9. All design changes of sewer mains shall be approved by the District �i` V 0 Engineer in writing prior to acceptance for public use. alc N� SEWER AGENCY WATER AGENCY CONTYAPPROVEOCHANGES BENCH MARK AVENIDA DE MONAC �► w r,t (PRIVATE ROAD) CAL -3 _ L7� A O IJ lo. Fill areas must be comp acted to 907 prior to T ''�' ' `r CANDIFF SANITATION DISTRICT SAN DIEGUITO W�4TER DISTRICT No. Description Approved b D at e ;� p p pipe i n s t a 1 1 a t i o n . �;( r21S1 ` o _ DESCRIPTION: CO. Of -5-D 6./9 SE0006• AWASS D /SC SET AV R.eew„ew," for approval: Arno..eG /Lt 1 WWAfA.v u s oC'.P A 4- 11. The contractor shall notify the Districts' Inspection Department 48 hours � l_`.531� AS -BU /LT [ ) �- y C>1110( in advance of beginning work to arrange for inspection of project. �yj CIVIV LOCATION: "'AWN Of AI E OF SANTI: FE DR. A AV V&CA aUWIV ISION ENGIN E . [ ,, - oAr DIREC OF PUBLIC WORMS APPROVED BY /� OF• CA APPROVED APPROVED BY: IICA..�,�.►- AVE., SI WEST AF VULCAN ALIVE. E„�,,.«.�....�: Ch..kNw: �+ 12. Contractor shall obtain a permit from the County Department of P ub li c RECORD FROM: CV- Of S.D. S.M. FILE Works for any excavation within existing County Rights- of -Way. �. DATE: , -Q psOE►�.�L1Y� DATE: `f- �y -�/ 5. A'"'irNe"" TM•40 ]s I VAL[D /'H/r 1 YEARS FAPOM TAoF/S JW4Lr ' ELEVATION: g1.3✓17 DATUM: USC �GS M• L• c E /- - W ECOM ,, FILE NO. PC 19 I 3 4 9 7 11488 ILMEF W , Pos O /#STALL f b� FARE •/YDRAN7 �AT1'R LMV� �L. \ ♦ • O � ♦ : � n �, ,STA?EE'7 � � iG FROI"f ICOA'B LBf7) rO /I?IBWT O ° -i- ASSEM ®LY (JONES 3'7") rOP O O m d F MR$ E{E _ jt vF . 3Z 32 � \� �. f { 8 pve WdA7'ER /4AlAl M 110 jai Jzz PROF /LE Of F/RX I&DRANT o \� STA 3.02x3.00 A STREET o Q LAT. `�//�� AN/ � IWD �y fir' �9 to VG s S � —• 4 O 4 �a� AVENIDA DE MONACO �►� �d� � '` � �� ti §R _ trio PROFILE \ ,5D Wig: /#STALL 2 TYP6 N -4 (Y(EL40k/ REfL6CTOA' /�eEP) W11 -, I"= 4� AYUM N /AoVN OA/ G' V>��•' ''s ( t� � �- ex.4 ;r7AAls #74-A 41 v D.S% A A SO TAPER, FEATNF� l D * N O N TO MATCH EX /ST /N6. j► I 2 3 Q r ! p (\ � � V W �V� 3 3 9- . 0 9 50' V.G. SEWER L /NE 4 9 f V O 9 E I a o 4 ti �9 u R8 Al T l r I b 0 � to W z A E /N V1 / N 5 C Y OF TA � .� I y V V7 3 / J h ti> ... N I 0 I W ti WATER e • � W t3 U1/LI y��1�V ♦ ;;;::.... . I 11 E^ I O SEWE E R ASEMENT Ca :...:.::.... . ;';:. SI ... W E MAP f . 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CID. of S•R d X SEOW6 MASS DISC ,fE y eaw -W aot ♦- No. Dn[n Uon A I.� T I!V RrRrrnrnwrMl hr appror N: Appror.A ,as - BU /LT �� /4-1/ Qa4C )•pIJ. r � r�L__;_ � � y � . LOCATION. ft0 AVATH OF IVTER OF -waE FE DR MC VULCAN t SU BDIVISION ENGINEER DR DI EC70R OF PUBLIC WORKS Q 0 A., SI'WST OF VULCAN AVE t EnMn of work: Chmk.A by. W =' z RECORD FROM: CO. Of 91). & F /LE �\ ` Z W R7. �L^�Y . O ELEVATION: -- 9I.'Sa•T DATUM. USC4' CS sfew CA✓AIlIYR C E 7 7 /� - _ = Q Wes' FILE N0. P C 19 1 3 •41C.'RQFILMFF _ - -_ 4 . if } + i 1 �; � , � �! '� >. i I I I r M S I I I � ♦ 1 : 1 I i I -- - - - - - ,_ I r + t f I � I i — _ _ -- - -- - `1 O ( {, I jR y 1 I I 1 - -- i I�/(/ - — - - _ IE. 3 ` f l - - k^ i Y 1 ! t r in I if $' ! : h I J 1 7 7 0 } I t a ! > :us EIS! 7t IL – `�� f i- I i 1 1 ^ _I _: - 4 « _ f I . y : -. : I ._ : : Q\ f Y ! !. .., i. -.. i L- l ,At I `4 ? t I I 1 + O O i y Q 0 o I I lZIl 1 - y , N. 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P r+ / . ;.... :....:.. : a� PRIVATE CONTRACT " Gtil T CURB QATA . ....::::.........�!: ... �::::::::;'.?::.::.:::;;: :::::.:::.:<::::,,'..........., M R- 30 o ;::::::::: 6 1 ? :' :.;:, }',:.;. 1.f'..f' � f� t+E COUNTY OF SAN DIEGO 3 DEPARTMENT OF PUBLIC WORKS -�- ;,-�� = 4/•89' • :::::::::......::. ......:::. .,;... ;..;..;........::::. . ;..::::.. / L:.:::: d W O d PLANS M OF i a NS FQR THE IM PROVEMENT M � • :::f ii:'r.iiir�'. / Z ; AVENIDA DE MONACO g in (PRIVATE ROAD) 0Iis 1 CD�INTY APPROVED CHANGES BENCH MARK ^LO Lai OMerip lion Approved by Delt ME G DESCRIPTION: O Of SD, $M. SE 0000 BRASS D /SC t� . / • • - Recemm.ndW APProv.d A. BOWMA CROSS 6[/TTfR a STA soon ' t O A _ CN�1N6E C•+epDE ` / SET /N CONC. MON• N / (/ /= LOCATION. 200' Alin 0. LATER. OF SAIL it FE DR. SUBDIVISION ENGINEER fO.P DIR TOR OF PUBLIC WORKS 4 \J a AS - BU /LT ° Z /� 0/ AND VULC" 11 , 5/' /t/EST OF {rlILCAIV AVE En of ww ►: Chatked i W = RECORD ROM: CO. Of S.D• B.M. F /L-E �y y �/ 60 2c F (,•, �- h �'/ �4 1 DATUM. MProol detn T/'f Tw /� - ELEVATION: 9 /.3 4 G 5 c� Pkmmm If ti 4 4 `: N \ JON aicANWU(+ c E 290b7 /- - W ' FILE N0. PC 1913 '41I,,; '0rsLiWFr JUN 1 1,988 14 a. �:. , .4K3?0F#.W I I r t I { - t I I - , I Ir , I , r , w I o V' 4 I y - -_ x - � - 1O l � I I t 1 I m N t Vi R f I I I I - t- - -- - - 7 —T - - - - i. , 4: I j I m I c - , t I I i � J � 0 I } � O ttif .� .� � ON m w �N x I I , I , I pn N t�Q� X41 a6 �VE �� ME , eo �r I I —� � i_ I I I + I FLhk! L 11 I I I, i I + _, I O ? 8 rllo / O - -� - u oNi °4. Y -_ - +e I m - - - - + t + rt t - - - - — - -- - 1 f a - r� ' I I I I � I L.. �L.r i I I t I I ( I I , , Pl' N`/EfW Af15 EFT � r 1 - I f }} I I - C { 1 1 j 1 �ST�4T/ON /iW6 ALB G FAt'� Its � � r �k f I II I PPOFI U I I I I „ I II I I I I L I l I I I I I I I I i I . 1 5 H 9M. - 0 VE2T = I I L 1 -y -- -- _ r t 1 t r r , I , • i T - I i l : I i , i i I I� ' I ' ; I , I , -r - -- ' i - , 1_ 1' I I I I - -- I _ . I I 4I t j I i I I l I SG'A I I I I i E i _ t : i r I k ; I I I { I I , f j I i II 40' /✓ E O E E.V ..:.:::::;:::.... 4 3 .Q 4 4 m f V RO A ME T A D ESE N Q UT /L /TY UT /L /TY E O E SEM q NT E N E M AS E T 2 1 h 9 5 5 <! I f t j } = EX/ST/N6 CONC. . ................... : E WAY R/ V D i a m O V m e I ' O kn W C EW S O LK A E P R G 7 YP (T P PO R. RO SE O W O }` V L - 1. E WRFETOR E 1.' T P LLO E C /� D A 3 TY N 4 Y NS LL E e R MARKERS /8 /8 if 0. of* 3 AL UM/NUM ON G � • Lt f EX/ST/NG R.O.W. F CA[TRANS A 74-A POST. .... E L E - T 5 N X/ 5 r EX / T 6 FERTHE o 'T R E O A E R S P P , + // N C SE / 1 C TRU TUR GT ON S L ✓ W / E A D.P A Y .�[ � ca I� T A. KE . M f// EX /5 . C qT D to 6 E 5 AC PC.C. CURB PER 6E/VERgL NOTES GRA vEL _ Xi T/N I P P N :.: — .......: ,.:.. . v . :..�, A� SECTION A W N/ EX 1ST 1N6 8 "w1oreR L /NE w CONTRACTOR TO w w w AVENIDA DE MONACO INSTAL[ / /O" OFCERAM /C M4RKE e N N S e" erlOW. /82. -f " 0. G. , E ✓FRY G rN Pq /R TO BE �" TAP CONNECTION• 20 �f CLEAR ONE -WAY REfLECT / ✓E � I /N . 49-000 � RA✓EME/VT MARKERS (24 'O C. 7- RUDENSMIAl Ave. s RUBENSTEIN AVENUE UT /L /TY ROAD EASEMENT UTILITY � EASEMENT \ 21.5 ' Zp' EASEMENT P •_ t r � u �'-�— £DdE of YA ✓EMEiJj stir C _ _ r m4 r , i . -�, 4" 5' S 4 EDGE OF PAYf.' eNT 41 PCC. SIDEWALK N PER6 -7 (7 PRIVATE CONT ;2 _ _— ( _ _ _ _ _ _ SHEET COUNTY OF SAN DIEGO �PC.C. CURB STRUCTURAL SECTION DEPARTMENT OF PUBLIC WORKS SHEETS PER 6 -,e (TYf.f) PER 6ENERAL NOTES PLANS FOR THE IMPROVEMENT OF: I NO. 2 S RUBENSTEIN AVENUE SALE / -s (PUBLIC ROAD) SECTION B COUNTY APPROVED CHANGES BENCHMARK W No. O#Kfipuon Approved by Date ME OESCRIPTION: CO. OF S.D. $.M. SE 0006 BRASS DISC Rwommendodf approval: Appro, AS- BUILT J�� s BT I.V CONC. NON. GcJ ( �A(- AVENIDA DE MONACO H LOCATION: 200' NORTf/ OF INTER. OF SANTA FE DIP. SUB ISION ENGINEER OR DI C70R OF PUBLIC WORKS O AND ✓[/LOAN AVE. 5/' WEST OF VULCAN AVE W ac Enpnwr o/ work' C�aekW by ELEVATION- M ION CO. OF SD. fQ, M u M/LE � l date A = W hF pprova �� ✓ 91. 387 USC ! G 5 N ' GD 0#& cawwr R c E 2 .47 W FILE N0. PC 1913 JUN ty r -41CROFILMFI STREET, SIDEk/ALA', AND DRIVEWAYS Sf/o/✓A/ e0A /,VfOAMAT /O N ONLY NOTE: f•OR ALL /NTEA'lOR LUUVOARY DATA Q REFER TO CO. OF 5,0. TRACT / FAR 4d&03. W PROPOSED PR /VOTE )ROAD F�15EMENT SIiBD/V /3/QN ,BOUNDARY !• IN`E t 1b'�11 "� I I — — �19y Gti / __' " o �riE C � � v 9p gig; 4 — �' / 14 �� o _ rT �� \�•M _ - - �,, y �poD \ �' NI I _ 2 \ 2 \ I 1 \ E. ✓•C. 50' ✓.C. I 6AIT I r N� of ti� I I B✓ � � I ?�. \ �" r -- _ � �✓ ` ..' 2/ �� ti•� � � �- `� � .� /fit x(161 r� ��eoL � Q C IV �An 17/.64 J I � h ° -� I 1 {SAG I I \ ry t b I I, V. I � I 15 � � !SB � �j X � I .� '; q • I� ,�' �u � I o� � h ( � — — — �n � l.! 10 1, pr ey{ 1 l� \ � � l \ ` t�' � -1D• -- • F l y d1b Ali �1 � 1 ( . Z'' J X. �� - 3' Ccc. nitcd I I to. oo \ I t Ab CONIRlT tl✓KE _ 1 ' \ R t n >•ItR c0. 3. f71 ►7Y I D A N 6E sit r I s' srA!Il o� LA - �'I� EASEMf T � � oN sMf. G I /Nyr1 �J,/_ A ,5 G^ aFOrcA71[o To T a Q I l W I11�r� 0� SAN _ 1i � hl ti ? •/ o ( G 1!p 1 1 I I 1� �v r+�o AID, 25 2 1 5 I � 1 I 2M. / --- " 15 `` � _ _ I � ^�` � � \l1 \. � I e` — .P \ I 0 to 15 —D" L.O1 � � � \ � .y I tip' I1 I N I ,AID h � � h I I 18 1G / JR4 h � I I I Z• /. I I I I ' v 0 _ A l ift gti ! B. ✓LI 5 D \ -• A ID PA h syf g I t Rt1) 3 I 6 Evc, f.s� t 6 pAt7 ly�' \� 14 pt y v' \ \ \ AgAINAGE EASE. I i 6 I( \ \�Ib' tip. I I r I \ , ` /. - -.►� — I m - k I 'c 1 TiN/ S SNEET ImetwoED FOR \ I SrORW D)PA /AI /NFORMArION ONLY qD I I /ZI �8 /NCS AS ,BUILT /NRNJATitrY1! sry 2� \ �15� A I• d I \ �/ �� I ��/ tt �T�1 I EN6/NEER OFW&Or AS- GU/ /LT N07E s s PRo �3� I I \� � I sUFFic /EA?F 7 Elp CfAEGC N,4vE QGEiV M AC A ue� P' MV 4TL� cx�a✓ NAGE BA31FMENT .�. 1 ��,� I \ 1 \v) a' \ I�►� 1 1 I I TOl► Oi SLOPE. 1NAT 7fN5 1ee-W R"WA lDNJ7A�G� /,V SUBS?.�1N71�4L ` t \ f CYWF�LtMANCEIVm/ 7J�E A/�°Ra/6D i�.4N. L dt` C7L�YAVOMSIW6471QM5 A'A ►�s" �ECN YE,R /F /ED• C.�9 -4 CcWwA ✓ ,�ASSGe.,/NC w/T1! �I.vYOG�ST /GWS � • � \� ` ?y I I� 2' 1 \ aarwr n� /s R.o.v � E„ � :n; , p N , 2 TA tip 3 I 11 cr�t _ I 1 I z l b' C!/A /N LINK I I G. FENCE ON TOP 5 �E11� f ' lalp � � �,�, _�. � � _ Imo• — — — 1 It / 5TA 1 L • AQ \ STS I`pot F�M G7 7b O I 1 AT TOE Of) OFf Si /�i /N6 7 79 i D ) eVmw Nq�°°L A/s sL oPE. 1 8 / PRIVATE CONTRACT GRADE FLOP/ /,VT© �� ) / I I I 6 M LONLR Y CsI.•NNE L \�_ SEE L s7 - role O / C \ I 1 o N i DEMRTM[NT OF�KW.JC GWORKS SHE1 T= RC.ep4,SS,0A/ F — 1 OFFS /TE' 6R /.NC 1 � E If) M "RaM: PAT �,o�s� TM. 4603 FENCE OA7ED: / ? -1 G7 g COUNTY APPFIDVEO CHANGES BENCHMARK HYDROLOGY DETAILS ..~ c' i CALIFORMA COORDINATE INDEX 314 1683 Q� � C I DEfC111FTI011: ti. Af S,R INM. SIF OW40 9M53 DISC SET FECom" FoR A- 'v""V A V t AS — BU /LT / �� IN CONC. MON• �� _ •• LOCATION: 2"' AIORTH Of /AtMR. 4 SANTA FF DR_ • vu�«+ [cR cr of cic wo�KS 4.VD VULCAN AVF. 5 /'kffST O/rV//LCAN AVE EvsivtER es wrneK LNECKED !✓ W t _ I RECORD FROM: CO OF S.D. BM. F-/LE 1P' -'Tob G j.erE TM. 403 Do ELEVATION: 91387 DATUM: /15C tt 65 ✓O D. C Y 20"7 /� - O 1 W "u i 'iqm FOIE M0, PC 1913 LET 'pERPECrpmoms PLAT[ A RODNEY STOKES CO. 3/4 96A.6 w _ C 3 x 5 CHANNEL TOP Of WALL l49 EACN ENO OFTOP TOP E' BOTTOM CHAAWEL TOP OF 6 I '/L L A P /PE - a[ocK kIRCL 9 "o.C. TYP PROVIDE foaCLEAR 148 BETWEEN E.O. BOTTOM Of BLOCKING, TOTAL 29" CHANNEL _ OF T ED. BLOCKS rY s 147 � hr.' 3" TYP. BOTTOM Of CAMANEL / Z — T WEST WALL NORTH WALL 3 /q" 0 A.Q. N E.D. BLOCK/N4 _ = 4' o. c. (.v/ d" # ¢ dD BL OF CHANNEL OUTLET �+ E.`tfFOMENT TYP EAW OCK TYR 14 V " +{ AEXPOSED STEEL SNAL L BE CUTLIff WALL PER D HOT DIP GALV ANIZED PER - - A.S.T. M. A 153 5„ E.D, BLOCK /NG LAvir 24 145 24 DETAIL A DETAIL B _ DEER /s INTERCEPTOR ENERGY D/SSIPATOR CONS7RUC T is Cb/YfTifUCT 4 -- - CAIA /HUNK FENCE WOOD FENCE LI<EN/ND CHANNEL WALL P E RM -V A[.QNG TOP OF W ALL. ENWO POST I6" INTO GARWUT G x N NOM: '8., WrOTN OF CNANWEL (144,919S) I) M 5 1. ORTAR AND GROUT PER "STANDARDS I BLOCK I � .I I. F/NIP FOR PUBLIC MS CONSTRUCTION , . COURSE I 16'N .. Z.5 MIN I I GRADf *6 0 3Z "O. C. 4 moxa. r w WALL. I I Z) /N SLAB PER D•71 DE AIL. /5 O.C. WALL , I I -TI; b MASONRY I '1.IEE1v/yLE PER 3) EXPANSION (0/NTS PALL CNAAGES /N 1 D•70 DETAIL 51WTION W1o7N AND DIRECTION PER z2E 1i -� *4p/8" �� /iaO,C. (BOTH SIDES) D-71 DETAIL O.C. tOA13/T. 4) ALL RE/M�ORCFiNENT SHALL BE A.S.T.H. AW5, GRADE 40 = NE/BNT OF CHANNEL WALL HOR/ZONTAL:I " -20' WRTICAL: l" &l' PROF /tE /O "A.C.P. AT LOTS .Z e3 8" �A'R/E5 FROM Z' TO ZW1 w 3 "CLR. 20 "TrP AS SHOWN ON PROFILE. //OR /t- / a,ZO' VERT. 1"W _ AMAI VIEW ON SHEET S Ak4 P /b" 560 - C 3250 D• C. 7`011. C)7WCAR 7B SLAB OPEN CHANNEL TYPICAL SECTION DETA IL D 3/4 "� A. B. @FACE/ 24 ` CONCRETE END OF TOP Cf//1NNEZ C PER UTOFF WALL �4rI D -72 4 "STYROFOAM 8 "P.[!G. SEWER P /PE 9'OC /S "ACPB a.3 INSTALL P /PE P� S -4 7Y1? TYP DETAIL F I DETAIL C -3/4' oS A.B. @ 4' O.0 CHA NNEL O/ITL ET PLAN AND PROFILE I (W /B " EMBEDMENT 7-YO Q ur _ DETAIL E DELdR /S GH,41N [INK FL'NCF IrVTERCfArOR NO SC�[E a PRIVATE CONTRACT d5 (MEET COUNTY OF SAN DIEGO SLIC WORKS L 6 6 DEPARTMENT OF pU SHEETS Q / S A c 8 •g�% = ENERGY F F-1 D /55 /P/�TER SZOCKS, T 4h OUTLETT P /PE T.M f u . 4603 - I 5' ABOVE CHANNE U ti L I ^ fA 0 HYDROLOGY DETAILS [�orrort. f - - - - - - ' ' - - - - - - - I - - - - - - - COUNTY AP PROVED CHANGES BENCH MARK CG uMmIA Copt mw INDEx 314 1677,me3 W I No. DoKription Approved by Dolt -_ _ c CUT OFF /(//ILL / DESCR nd B IPTION: CO. OF S.D. AdJ SE &W4 BRASS D /3G SET -- � , � e p AasommaMl for appr Appro ./S � _ - U /LT CONC MOM � "�A� I,P-!y /N . O 'CL ((.• LOCATION: 200' N TK OR OP INTER Of SANTA FE DIR. / SUBDIVISION ENGINEER DIRE C Da GE PUBLIC WORK =� O AND VULCAN AVE. 5 / 'l+/E5T OF L/ULCAA/ AVE Ewp rwoor d W04: Checked by: W = Z RECORD FROM: CO. OF S.D. arc. F /LB Lai W M ELEVATION: 9/,3a'T DATUM: USC 6S j M.S.L, App;va;;. TM 4603-1 C.7 10 J D CONWAY R. C. E. I:C� W � O FILE N0. PC 1 913 �WROFIIMFF a WO RK TO 1E GONE: ENERAL NOTES SAN DIEGUITO WATER DISTRICT CITY OF ENCINITAS TRACT 4603 F A PER11111. SMALL RE OBTAINED FROM THE COUNTY DEPARTMENT OF (1) Hater mains, laterals and appurtenances shall be constructed according s, 50' A # ,V• ~D44sM"CAM iMPROVEWITM CONSIST OF THE FOLLOW114G WORK TO BE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. to the standard specifications of the San Dieguito Mater District. The DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO ?. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WI TH SAN DIEGO Contractor shall and hereby does guarantee all work for a period of one year Z5. Z 5� Z2, /a� COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI- alter the date o! acceptance FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF . COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. = 20 = SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (2) ghleve otherwise noted, all connections to extstfng gaftm will be made q 3 {' ► APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. by the Contractor, under the supervision of San Dieguito Mater District, qS EASEMENT A6 A' , QpA11TI'1'1' ITEM SDRSD 87OL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT•OF -WAY SHALL BE after payment of the estimated cost by the developer. 1 O L P-/ i. <SDWD> CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, �''r G� Cuts CURB, CROSS GUTTER AND PAVING. (3) Where elevations and grades are not shown on the water brrin profile, top ` G -2'E' rid t34T I. ! . CONSTRUCT CURB A GUTTER G -2 of pipe profile is 48 inches below center line finish grade of street. bt PER G•t 6. THE EXISTENCE AND LOCATION OF EXIS 7NG UNDERGROUND FACILITIES 0 w 1 'N'� . ,.,,. . �►',� , i - SHOWN ON THESE PLANS WERE OBTA /NED BY A SEARCH Of THE AVAILABLE (4) All services to be constructed clear of driveways. " "" -.� +� .&- 1056 s� • CONSTRUCT P.C.C. SIDEWALK 7,9, AV RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING CONSTRUCT 18' DRIVEWAY i-Jr/ A• ' FACIL EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR (S) Contractor to furnish one inch copper water seru tee IA sitter box fbr SEAL �` X ►.t t. i1 X IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY each residential lot. - PER 4ZVFA' . INOT..s �R G - I p ,�� Sp p j s , f . CONSTRUCT A.C. PAVEMENT - EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF * RECORD OR NOT SHOWN ON THESE PLANS (6) Contractors shall acquire a trenching permit frost the California lo . b,,� Z4 • * /� '! W /l, TrPE A /a0 s . f . A.C. OVERLAY � FEATHER - Division of safety for all trench work. PER 6fNERAL NOTES 6. LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET BY WORK TO BE ��• CONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ExismoA.t. mwwArr 2 sib. CONSTRUCT SIDEWALK RAMP TYPE A 0 in _ CONSTRUCTION OF NE W ORK. CONTRACTOR WILL MAKE EXPLORATORY (7) sta fire 1fy8ran i ts 2 feet from face of curb, f w tidearalk exists, EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES or 7 feet from face of curb where sidewalk will be constructed. , / ea. CONSTRUCT SIDEWALK RAMP TYPE d G -27 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS TYPICAL SECTION- RUBENSTETN AVE. TYPICAL. SECTION- �IDA DE MONACO IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION Of EXISTING (h Provide air release assemblies at all high points in Meter saln. Z ea. CONSTRUCT CURB INLET TYPE C D -3 FACILITIES. (PUBLIC ROAD) (PRiVATE ROAD) (!) Contractor shall obtain encroachment permit from the County Department AROAr SM 0 +25 M 3 +93.88 / 'ea. . CONSTRUCT CURB OUTLET' D-25 ==� I THE CONTRACTOR SIYALL AWVY fIIE SAN DIEGO GAS a ELECTRICCOMPANY of AvA /to Worts for any excavation within existing County Rights -of -May. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL '/' / � CtILVfRT D -M,iJ' COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. (10) The District requires that compaction tests be taken where water lines NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PRQIECT ARE ' are installed within existing County Rights -of -Nay, private easements, and 1.f. CONSTRUCT 8" PVC RATER LINE < -> ...w - "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL the results approved by the County Department of 1416/•x ld•rAs before the (C•1b0) CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN water lines are accepted and a copy sent to the San Dieguito Mater District I ea. INSTALL 6'• GATE VALVE < - - DIEGO GAS & ELECTRIC COMPANY. office. TELEPHONE: 6/9 - 436 - 24O/ / ea. CONSTRUCT 6" FIRE HYDRANT HI'_4 (11) Prior to awarding water lint contract, Orner shall adbise VLOapeetfve ASSEMBLY l.VNES tOVEL 3MO 1 TO STARTING WORK NEAR COMPANY FACILIT/ESAND SHALL COORDINATE HIS S. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR Contractors to obtain and review current San Dieguito Mater District's WORK WITH COMPANY REPRESENTATIVES specifications. // ea. CONSTRUCT 1" WATER SERVICE - 9 NOTICE: ALL TELEPHONE SERVICES- WITHIN THIS PROJECT BOUNDARY ARE (12) The Oontrtor snail notify the District** Inspection Department 48 "UNDERGROUND INSTALLATIONS" : FOR IOCAT /ON OF CABLES AND / ea. CONSMUCT I " B.O. - APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. hours in advance of beginning work to arrange for inspection of project. TELEPHONE: 1"-422-4133. t ea. CON CT 1 " M. A. R. <P-10> - -� (13) till areas we be compacted to !0!, prior to pipe installation. F IT SIfALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE d36 1. f. CONSTRUCT 0 " PVC SEWER LINE S UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND (14) ApprovaI of this plan by S.D.M.D. does not constitute a representation BEAR THE COST Of RELOCATIONS, IF NEEDED. as to the accuracy of, the location of, or the existence or non- existence of, 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND any underground utility, pipe or ptructure within the limits of this project. OO DISTANCE EACH WAY NO OB UCTIONS IN fit T�S AREA INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENAWCES CONTACT A G Is ea. CONSTRUCT SEWER LATERAL S -13 - -� TA'f. Mi TELEPHONE: 619-74 46" 50 SGA[E 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON E "AS-BUILT" LOCATED ♦ w ,�, 4 T ea• CO1tSTRIICT SEWER MANHOLE 5 -17 5 TH E 4 • A.r. 0/A'f, FYN A G - 5 /LT U " IMPROVEMENT DRAWINGS. ALL SOURCES SHALL B �._. .� WITHIN THE DEDICATED RIGHT-O OR WITHIN EASEMENTS DEDICATED I. f. 0m. i ,� � , � ,� '� ` _� �; *e TO THE COUNTY Of SAN DIEGO. W /'` r tr J r N r ` V •c--� J RU13ENSTEiiV� C � � i 1 I AVE WE � �� I io 1 12 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD �) �►"' `\ \ SPECIFICATIONS FOR PUBLIC CONSTRUCTION, 1973 EDITION, _ �� THE SAN DIEGO SPECIAL PROVISIONS TO THE STANDARD'SPECIFI- , � � ' 1 � � CATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, ADOPTED ' , W i 1 � � �. � � E�rrs7 rxeos i�il �j O BY THE SAN DIEGO REGIONAL COMMITTEE AND THE FOLLOW- 44` ExrsT �•Rets V`c_ ING SPECIAL PROVISIONS. � •� � � 4 N 13 PIPE GAGE THAT WILL - GIVE STORM DRAINS 25 YJ:AR LIFE TO BE W DETERMINED THROUGH RESISTIVITY TEST. SEINER 14 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFLATION 5 ONLY. COUNTY OFFICIALS SIGNATURE DOES NOT CONSTITUTE A 13. As Built drawings must be submitted prior to final acceptance of the work. AL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN AND CON- - STRUCTION OF THESE IMPROVEMENTS. 14. The contractor shall and hereby does gua all work fora period of _�, one year after the date of acceptance of the work by the owner and shall repair or replace any or all such work, together with any other work AVE. 0 which - pray be displaced in so doing, that may prove defective in workmanship and /or materials within the one year period from - date of , Q CA �� ,NOTES acceptance without expense whatsoever to the owner, ordinary wear and = i �� M V J V _ - tear, unusual abuse or neglect excepted.� All work shall be done in accordance with the Standard Specifications for IT IS AGREED THAT FIELD MNDITI°ONS MAY REQUIRE Q Public Works Construction, latest Edition, the San - Diego Standard Special I LEGEWD CHANGES TO THESE PLANS. Provisions to the Standard - Specifications for Public Works Construction adopted by the San Diego Regional Standards Committee and the following Q CENTERLINE IT IS F'URT'HER AGREED THAT THE DEVELOPER SHALL Special Provisions." HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH Q 1. -enth width shall be per SDRSD No. S -4 unless otherwise shown. rj PROPERTY LINE CHANGES, ALTERATIONS AR ADDITIONS TO THESE T� PLANS WHICH TH E DIRECTOR OF PUBLIC WORKS 2. Pipe and Bedding Conditions . T ; © EXISTING CONTOUR THE E RMINES ARE ROPER OC MPLZT I ON THE WORK. DESIRABL F Z isR ` (a) Ali pipe shall have 4" minimum of 3/4 inch crushed rock b6neat -h the EXISTING ELEVATION w SITES Z - o - p ipe. o ' PROPOSED ELEVATION 54.3 ft (b) Y.C.P. and A.S.S. truss pipe bedding from bottom of pipe to (6) six u „ a / MEREI�YAGREETOCOtE1VCE11 'QRKONAIVYIMPROVE�DIENTS m inches minimum above the pipe shall be sand, g `� ravel, crushed A u' � s, DRAINAGE FLOW •• ----•� SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 1 '� " ® aggregate, native free- draining granular material having a sand : WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONS TRUCTION � Z • equivalent of 30 or better.. A EXISTING ROVEME PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY N I N NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE { � • � EDGE ERI TING PAVEMENT (c) ,P. Y. C. and A.B.S. solid wall pipe bedding from bottom of pipe to (6) .;. - Zv �-- AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH six-inches minimum above the pipe shah be 3/4" cru#hed rock. A.B.S. � � M�� TH/SPROJECTORUNDERMYCONTROL. solid wall pfipe may be used only where pipe invert grades are lx or TDP OF CONCRETE TOP OF CORE TC PERMI�E f / Z greater. ar• flPf 1fi�DRANT OWNER: LOTIf TOP OF. VAVEMENT TP RA H Li ED f - - 1 a , N ----+ amcrioq Of PRAM Lf -w- 1�fmit LOVE ADDRESS /& ftfffENSTEIV AW. CARDIFF, CA 92007 3. After completion of pipe laying. all Brain line sewers. sewer service N MINIhlUNi !lllf W laterals and structures shall be te in the presence of the E - gineer. -�� O f16ET lIf4�IBEle _S� LINE de 260- 081 -•46 A 53 Air Pressure Test shall - be used unless otherwise directed by the Engineer. 260- 083 -38 53 ♦-- MU TTON OF RESPONSIMS CHAD TYPICAL TV ASSESSORS PARCEL P P P 4. The construction of P.C.C. sewer manhole p er SORSO•No. 17 p oured in lace NOT TO 544L£ SI'!'1� ADDR O manhole bases shah be finished complet at-t of puur. Precast manhole I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, bases are acceptable for use with 8 - inch collector systems with THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT 1426 RUBENSTEIN AVIMM inspector's approval. �� .tl. B /�» AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE AND �j �� CARDIFF, CA 92007 (0) THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. N S. The construction of 4 -inch sewer lateral per SDRSD No's S -13 and S -14. - Q L a t-e r a l s shall not discharge directly into manhole. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AID PRIVATE CONTRACT SPECIFICATIONS BY THE COUNTY OF_ SAN DIEGO IS CONFINED T A REVIEW OnY PERMITS SHE I0 6. Tire co- struction of concrete anchor walls per SDRSD No. S -10, Type A- AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES COUNTY OF SAN DIEGO FOR PROJECT DESIGN. i DEPARTMENT OF PUBLIC WORKS SHEETS > (i. All Brains and laterals shall be constructed with 42 -inch minimum cover. TENTATIVE MAP NO ".4603 Q 1 BY: DATE: tz. -i - M� PLANS FOR THE IMPROVEMENT OF: 8. The final .location and elevation of sewer and water laterals shall be JO D. CONWAY COASTAL PERMIT NO. 6 -96 -572 I�UBEIVSTE /N A VENUE Z� shown on original plans, prior to acceptance of work. (PUBLIC ROAD) O R.C.B. 29067 EXP.. 3-31-87 GRADING PERMIT NO. L /OSb V ti 0 9. All destgn changes of suer mains shall be approved by the Distri -cam AV f \ ENiDA OE MONACO 00. Engineer in writing prior to acceptance for public use.' SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK 1 {_/t (PRIVATE ROAD) 3 10. Fill areas must be compacted to 902 prior to pipe installation CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT No. Description Approved by Date - oESCRiPTiON: CO. 0 1' 5 1t a.lK 5Eo0i06• GRASS O /SC SET AY R.ro," ,,,.,,e.e for a .a Ap►o..e 6. M. aowMSrw Cl- L •31''� - • i .. 11. The contractor shall notify the Districts' Inspection Department 48 hours `� ,'! _ CANC. /M1AI. ``� 1 �--*` - - in advance of beginning work to arrange for inspection of project. l NM L0CAT10N: ZW M Of hV7ER OF- CA)�TE fE OR 14W WA CA sveo+v�►Ewa+�r �►� on�ECron o� runrc woks O l `' �� APPROVED BY: A PPROVfO a?: 4L A V E, o S/ EST W VULCAN AUE. Er gin* or woo Chocked by: W Z �4 12. Contractor shall obtain a permit from the County Department of Public COQ / RECORD FROM. 04 of S.D. BM. F /LE Z Z� Works for any excavation within existing County Rights- of -Way. /c/ -�� a "°'°"' do " TM 4 DATE: �O CST%&s - SgQ-4 DATE: ELEVATION: 91.387 DATUM: USC it GS / M• 5• t - . c E t - C CM VALID "R ? 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