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1995-202 CS (Plans) 1 • CARDIFF SANITAPON DISTR ICT IMP P LAN PRIVA DR [VE DOUBLE LL RANCH ROAD LLOYD PROPE TE GENERAL IMPROVEMENT NOTES SEWER NOTES - NoRm TO BE DONE 1. A PERMI T-SHALL BE OBTAINED FROM THE ENCINI TAS ENGINEERING ALL WORK SHALL BE DONE iN ACCORDANCE - WTH THE STANDARD SPECIFICATIONS FOR PUBLIC DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. 7HE STANDARD - R PUBLIC WORKS CONSTRUCTON, (ADOPTED BY THE SAN DIEGO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WiTif THE THE STANDARD SPECIFICATIONS F THE SAN DIEGO REGIONAL STANDARD DRAWINGS STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REGIONAL STANDARDS COMMITTEE CITY OF ENCiNITAS STANDARDS. R VALUE TESTS SHALL BE ). T HE SAN L PROVISIONS. CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), (LATEST EDITION) AND THE FOLL REQUIRED PRIOR TO CONSTRUCTION. 32' PRIVATE ROAD EASEMENT AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOW DOES NOT 1. TRENCH WIDTH SHALL BE PER SDRSD NO S -4 UNLESS OTHERWISE NOTED. 18.00' 16.00 q CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROTECT BOUNDARY. 2. PIPE' AND BEDDING CONDITIONS: 00' 12 WORK TOLE DONE STD OWG QUANTITY 4,00' 12..00' 4.00' SYMBOL DESCRIPTION 4. ALL UNDERGROUND UTUMS WTFIIN THE STREET RIGHT- OF-WAY (a) ALL PIPE SHALL HAVE 4` MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. SMALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO EXISTING ROAD PRIVATE CONSTRUCTION OF BERM, CURB, CROSS - GUTTER AND -PAVING. (b) VC+P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PiPE TO 12 INCHES RIP RAP ENERGY DISSIPATE MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE NATIVE de THE EXIS7tNCE AND LOCATION OF EXISTING UNDERGROUND RACUVt FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. `� `` 2 1 MH EXIST SEWER MANHOL ' - SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 2: 1 AND A.B.S. O THE BEST OF OUR KNOWL OR AVAILABLE RECORD S. €DGE, THERE ARE NO (c) P. VC S SOLID WALL PIPE BEDDING FROM BO TTOM OF PIPE TO 12 CUT OR >- W ID ID IR IB IB IB Lk La n �- - - FILL S r -PVC MAIN A CIUfiIES EXCEPT A S SHOWN ON THESE PLANS. � S-4 556 tF OTHER EXISTING F INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. A.B. SOLID Flu !_ J - -- HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY - N FACILITY SHOWN HEREON AND WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1 X OR GREATER. � � � � '- - 10' MIN ROLL CURB O � � � � � � SE VIER MANHOLE 5-17 2 Elk MEASURES TO PROTECT ANY EXISTI ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PUNS 3 AFTER COM P L ET I ON OF PIPE LAYING ALL MAIN LiNE SEWIERM SEWER SERVICE LATERALS NOTE. EXISTING 8" PVC SEWER SOME LOCHTIONS -_- 6. LOCATION AND ELEVATION OF IMPROVEMENTS T O BE MET BY WORK T O BE AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AiR PRESSURE SEWER MAY NOT BE ON - - -• SQ SEWER LATERAL S--1J a Q EA DONE SHALL BE CONFIRMED-BY FIELD MEASUREMENTS PRIOR TO WEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. SOME RUNS ARE PI TO Pf REF. DWG CS 202 INSTALL 8" PVC WADER w PVC WATER MAIN/CL 150 "- CONSTRUCTiON OF NEW WORK. CONTRACTOR WiLL MAKE EXPLORATORY ,�. THE CONSTRUCTION OF P.C. SEWER MANHOLE SHALL BE PER SORSO NO. S -t7. POURED IN PLACE SEE PROFILE FOR DEPTH GV GATE EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES TYPICAL SECTION DOUBLE LL RANCH ROAD - VALVE ASSEMBLY -- °"-- SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO MANHOLE BASES SHALL -BE A MONOLITHIC POUR FINISHED - COMPLETE AT TiME OF POUR. PUNS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH COLLECTOR SYSTEMS WITH NO -SCALE F'/RE HYDRANT ASSEMBLY OF EXISTING FACILITIES. INSPECTOR'S APPROVAL. 7 THE CONTRACTOR SHALL KOTiFY SAN DIEGO CAS ELECTRIC COMPANY 5. THE CONSTRUCTION OF 4 INCH SENDER LATERAL PER SDRSD NO'S S -13 AND S -14. LATERALS I CAP ASSEMBLY -- PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SHALL-NOT DISCHARGE DIRECTLY! INTO MANHOLE. D¢/ve ` COORDINATE HiS WORK WiTH COMPANY REPRESENTATIVES. 1. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN 1NI5 PROJECT 6• THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10 . TYPE A. 16' 9v atwzw EA�CN'lLlllT W WATER LATERAL ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF ELECTiCAL CABLES AND GAS PIPING AND APPURTENANCES ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 I NCH MINIMUM COVER. M.A.R. A.V.Y. MANU AIR RELEASE R ASS EMBLY - CONTACT THE SAN DIEGO GAS & ELECTRIC�OMPANY. 0' AIR ANND D VACUUM VALVE E A A TELEPHONE : (800) 422 -4133 8. THE FiNAL LOCA AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL 8' ' BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. *, �, 14 PROPERTY LINE A THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY CENTER LINE - PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENENGINEER 1N 8' COORDINATE HIS WORD WITH COMPANY REPRESENTATIVES. WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE PR OPOSED DRIVE 1 X i --- -�� OIRECIION FLOW AND GRADE - NOTiCE: ALL TELEPHONE SERVICES WTHIN THIS PROJECT ARE 1 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PiPE INSTALLATION. 3 "AC "aet?�t�uJ PRI VASE) �/ UNDERGROUND INSTALLATIONS O . FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE - ELEV TION DAYLIGHT LINE COMPANY. PER LAN 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS M/ ADVANCE TELEPHONE : (600) 422 -4133 OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECTS, PHONE NUMBER 633 -2770 � ( �t t7.IrnM- + STREET SIGN TY OF THE DEVELOPER TO CONTACT THE WI 12. CONTRACTOR SHALL OBTAIOBTAIN A PEWT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT 4�8"covEe ''�- 7 � °2 - ?:/ �- EG IT SHALL BE THE RESP� FOR ANY EXCAVATION THIN EXISTING CITY RIGHTS-OF-WAY. UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND 8 wt. Pei? � ,` ! �� � - STOP SIGN 440 N114000NNVA'40000 op--w- R THE COST OF RELOCATIONS, IF NEEDED. BEAR 13 `AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 0$ C4 10.. ALL M EW90N SERVICES WITHIN THIS PROJECT ARE %WDERGOUNO " TRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WI♦+ORK FOR A PERIOD OF ONE - - _ _ " NATIVE SOIL PREPARED � � � INSTALLATIONS O . FOR LOCATION OF CABLES AND APPURTENANCES 14. ME CON CONTACT TELEPHONE : (800) 422 -4133 YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR INSTALL 8 PVC SEWER 0 PER SOILS ENGINEER REPLACE ANY OR ALL SUCH WORK, TOGETHER N?TH ANY OTHER WORK WHICH MAY BE D1S- SEE PROFILE FOR DEPTH U .......... . . 11. DELETE : NO PUBLIC LIGHTS PLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TYPICAL SECTION: SEWER ACCESS ROAD NO SCALE 1 W 12. NO PAYING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. STAT/O�tll�t/G / OyU OF 3C w �2�2 [. /�/ A OUTSIDE THE AREAS -TO BE PAVED. ~~ TRACTOR SMALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURPED U11UlY 3 "ac /�Y'Q8 MAN. 3Ew�a ACCC3.5 ac:�AO �� CEIt1E� 1t�E c) 15. THE-CONTRACTOR W 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS OF SEWER LATERALS RE HEREON DOES NOT CONSTITUTE APPROVAL OR WITHIN THE PUBLIC RIGHT-OF-WAY EASEMENTS. L1QIE: QUANTiT1ES ARE FOR BONDING PURPOSES ONLY CITY OFFICIALS SIGNATURE LOCATED RESPONSIBILITY OF ANY KiND FOR THE DESIGN OR CONSTRUCTION OF THESE I ANY THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAIN PUBLIC SEWERS - � 1 6 INTA �iE35 �. Ta �' d�i'LT R.� A�It�1 ,erzto �AtID ItlJIT�t 43 PRIVATE IMPROVEMENTS. f CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS A 14. DELETE : NO LIGHTS jg4AIS DO#. A TO MAINTAIN PUBLIC SEWERS % 440 - �. 5 ' k/ /�AGs2' /PIGGY QE S*AG ` u •-9 8�• DOUBLE- 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFIC A D /b 4 © PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. ,� LL RANCH 0: OF NOTICE FOR SUCH A MEETiNS PHONE: (619) 633 -2770. ROAD u B€ INSPECTED BY CLOSED CIRCUIT TELEVISION U 18. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL L T ANY MONUMENT OR BENCH MAR AFTER COMPLETION OF TRENCH= BACKFiLL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVING t l DOVE HOLLOW , 1Q• THE -BTU SHALL D RESPON D SHALL THA PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. WHICH IS DISTURBED OR DESTROYED SHALL BER LICENSED LAN AND (SEC. 306- 1.4.8) }' _ tY �i � . . . ROAD O � t 1� 43 REPLACED�Y A REGISTERED CI VIL ENGINEER O A U SURVEYOR. . Q %T/7 j 17. THE DEVELOPER SHALL MARK THE LOCATION-OF EACH SEWER LATERAL AND I F' - -+ 0 IT IS AGREED THAT HELD CONDITIONS IONS MAY REQUIRE CHANGES T O � 2 �P oc - r y WATER SER VICE BY CHI SELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 GP �t1 JACK THESE PLANS. • �, INCHES HIGH INTO THE FACE OF CURB. Z R IT IS FURTHER AGREED THAT ME OWNER (DEVELOPER) SHALL HA A BE PAINTED ON THE CURB IN A MANNER _ !�P Z WFf REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR I& THE ADDRESS OF EACH LOT SH ALL 2 O ADDITIONS TO THESE PLANS ICH THE CITY ENGINEER DETERMINES p AND LOCATION APPROVED BY THE INSPECTOR. ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF � J 1 t9 ALL WORK DONE SHALL BE IN ACCORDANCE WTH THE STANDARD - c IMPROVEMENTS. _ g pf E S S SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( LATEST EDITION), THE �O e,��1 D. CO* 4 '�! i FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON a SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD OF WOW NOTES WCI MAP WI SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN � ,� �t s THESE PLANS THIN THE EXISTING CITY RIGHT- OF-WAY WITHIN 60 DAYS � � c� AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST M TION). PRIOR TO USING THESE PLANS FOR ANY i HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS__ C O NO SCALE "' 29067 = WORK AU VELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, CONTRACTURAL OR-WORK PURPOSE, THE PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE c� rn IRRESPEC77VE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED -� ENGINEER OF WORK MUST BE CONTACTED DESIGN OF THE PROJECT AS DEFINED IN SECTION 670SOF IS E * MIKES 3 -31 -99 Z WITH THE PROJECT OR UNDER MY CONTROL. iN WRITING FOR HIS CURRENT WORK AND BUSINESS AND PROFESSIONS CODE AND THAT THE SAFETY REQUIREMENTS AND GENERAL WORK CONSISTENT WITH CURRENT STANDARDS. � CI W; _� .�.�! SIGNATURE: No NOTES WHICH MAY. BE MORE RESTRICTIVE I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND -- ' _ 'rF OF A%,%i THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST OF THE WORK. SPECIFICATIONS BY THE CITY OF EN CINITAS IS CONFINED TO A � �FESS /p OWNER: CHRISTOPHER LLOYD _ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF Q Nq 2 MY RESPONSIBILITIES FOR PROJECT DESIGN. �Q�O �E A. A, �F ADDRESS 3615 FOR TUNA RANCH RD, OL/ VENHAIN, CA BY OAS: 3 f �� p �, t ASSESSOR'S PARCEL NO. 264- 240 -03 uj Jo D. CON WA Y CE 29067 EXP 3131199 © ND' 295n AS BENLT t 135 LIVERPOOL DRiW #A . CARDIFF, CA 92007 (619) 753 -1453 P• 3/31/99 TELEPHONE (6T 756 -2606 Kin 9Y: ® 1111 6 vl�l CIVIL WAYNE A. ASCO R.GE 29577 EX . 3- 1-99 F'O 1 �Q iQ 535 N. HWY 101, STE. A, SOLANA BEACH, CA 92075 F CAL 'Lt - U (619) 259 -8212 . '"- , I DATE: 4 AY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY RO CITY OF ENCINiTAS ENGINEERING DEPARTMENT DRAWING jN0_ CO Iro' B "N•L. CHISELED SQ TOP HDWALL MARKED W/ CARDIFF SANITATION DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VED SEWER PLANS FOR CS 202 �.- -S /,v P/eOFILE rsHr STEEL FNCE POST AT SW COR TNT r DATE: ; BY: BY: � DOUBLE LL RANCH ROAD EXTEN11ON 3 �; EL CAMINO DEL NORTE do RHO SANTA HORIZONTAL: N/A �; eE� Aa5=&Z&(,CE M CLD FE , RD 23' W RHO SANTA FE RD dt R.C.E. 2906 7 GcvvC� (stir2 A 3 -27 -4� EN NEER OF WOR DATE: 3 -27 -QC DATE: 3 'Z' ? -g� TM 93 -029 2 } 60 S EL CAMINO DEL NORTE CL VERTICAL. N/ CWG. 4IG-or. Wo" EL 119.476. DATUM-M.S.L. B Y: DATE JO D. CONWAY EXP. 3/31 /99 WORK PROJECT NC.: SHEET OF 2 V 0, AS -BUILT L PE 710 s s> - �eaes ng -oi-oz \02\VW0s \9S- *M. Nor. 1 -1 j NEW Pvl - /87.3t 8 4-35-70 AC ; G G -I• oo"/. - �j J :3 LIZ 4l -,mo h o O : ^ co O q�j _ CY ExlsfiN 4 0 -$ . W N .+ + GROUND C9 AM 4402 - N 4402 - N 12 00 00 W 176.05 pW , ?�- ACCESS ROAD -. ro W ._ . W 188 — — _ — — 180 180 _.._� 64' N 8" PVC AT S =0.56X - r tE 177.50 - - - _. _ _ �� 8 "WCiTf�tZUAfG _ •� 172 � 74, _�_. _.� 172 CONNECT- .._NEW - SEWER_.1.IM NEW SEWER SERVICE -E XISTING-S" - PVC -STUB 70 LOT 1 L +0 "A' PER DWG CS_ -1,46) _ (CS 146) 164 164 EXMT1IYG SEWER UNE "A" - - PER C17Y OF ENCINITAS 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 W DRA NG NO. CS 146 / 8" PVC SEWER & A CCESS RD PROFI (CSD) SCALE N HORIZONTAL 1" = 40' / VER TICAL 1 " = 8' CENTERUNE OF 20' SEWER EASEMENT PEP 1993-0092653 REC. 2112193 / O LE:• SCA 1 =40' LOT ao' Ian PER DOE IVY 16 170 �6 L C" . 4 ��' `' ' LEGEND g Q ► 91-�- 0146056 REC. 4/2AI -A � MI 6+00 � N C �! LINE "A" (CS 146) 0 �� -�-�� WATER EASEMENT DATA - SEE NOTE BELOW f bt 32 PRIVATE ROAD .�9 PAS t ,� EASEMENT PER DOC. NO. / } uN A ' v t�G Q v i 1 x ._.- --172 .� 20 WATERLINE DATA -SEE NOTE SLOW 91- 0178724 RE 4/'18 91 P FOR FINAL GRADING PLAN AND WATER LINE PLAN i �• GA V� �� t�„e CONSTRUCTION DATA, SEE CITY OF ENCINITAS GRADING �,a J * = PLAN DRAWNGS 4402 -G. GRADING PUN AND -WATER LONE s O �► '� - i e1 • f �� INFORMATION SHOWN HEREON SHOWN AS REFERENCE DATA Go N 4 m c S? ,�Ir► $/ ONLY. N4 ofro O �'ts INSTALL 8" PVC OC Tw �,EN Pp WATER UNE j SEWER EASEMENT DATA DRIVE - TYPICAL V � $ � � J ` � � w � ....- � N 12 00' 00 w 402.96' � _ CFWTFRI WF OF' 20' C �.� O D !� OQ S C c'f0 .nom ,. Y E ACCESS N 12 a SEWER EASEMENT t� \p° �v S1� t -�" tP SON r'B" ACCESS SEWER 0 00i 00 Iwo � W 136.05' PER DO1, Na.- v OD E 1 h � PCC i 182 REC. © N 71 44 04 E 10.06 . ,% 0 O � 0 p9 P P IG �� — — - , t , { C7 g q � 4 L P DET ...• � REISE�t To 01183 • 40 C o FOR ANEW W. G. LOC4T /O� ./ 4f ` 0 1110 EE "` 6 i _ + 184 I °AZ I Vi4 TE A904 © N 12 00' 00" W 402.23' EXISTING BOX COL VER T �` SIGN ° a �o : , v N 5 + M �� -' ® N 69 39' 48" E 10.11' p STOP GN PER R1, ° : _A o O & STREET SIGN PER DS -13 , � ct o,� 5 oft IMAM 4.0 C p�jp _ 70 N 78 DO' 00" E 26.00' o O _ J /frt. RBLf.ED C / ;� MIN OF (L N N 12° 00' 00" W 20.00' DEP- RES'SED SEC I / H T AL) cn IC � SEE DETAIL 3, 'HT 2V , 180.8 (typ cc SEMAL NOTE REGARDING BEARINGS: S PRIVATE DRIVE r r" NV 176 v 90 N 12° 00' 00" W 20.00' THE BASIS OF BEARINGS FOR THESE 1 ENTRANCE THIS SHT � , i � DEDICAIF SE E E -4 ENGINEER OF WORK : J IMPROVEMENT PLANS S T CCS NAD 8 3 , 5+86.99 DOUBLE LL RANCH RD 5 CARDIFF SANITATION DISTRICT t ZONE 6, GRID BEARINGS BETWEEN COUNTY _ SEW CL EL 187.30 u `'�� '�`3� Q• ON MAP I i3Lo 14 "D nv� m das feliT OF SAN DIEGO STATIONS "FORTY AND 1 ER AND WGTE� EQ3EMEA/T 0 �. "133WD44" AS SAID STATIONS ARE +" 1 +00 PRIVATE DRIVE 85 � DOC. RCN 29577 SCO 3- - T , %o ESS /0 • PUBLISHED IN THE COUNTY OF SAN 6 +00 DOUBLE LL RANCH RD / �}� !t$ SEC Q L N O 3I . HORIZONTAL CONTROL BOOK, - 1 +00 SEWER LINE ; 3 �'` ';:�` ��FESS /QN �� �►� N,y. EXIST $ MH �' ` RO s a " o I S TO D AIN' �pQ A PREVIOUS AND ADJACENT �'/" E �/ t I 1. E A y c► IMPROVEMENT PLANS, MAPS AND Rig 187.01 INV 17 6 Q-�� DEEDS MAY OR MAY NOT BE IN �� p' D 3 p 5 ► -3. AS BU � LT v 1UOTE r ST4TIOAIIAIG IS 845ED OAI X31 -99 - � Mr. 2lw p r^ c� ^+ TERMS OF SAID SYSTEM. REFERENCE DWG CIS 1 �- !1. }83' T4E CEAITEX OF TP4E 3E WdZe- VE. W w rn p�SA ui NO. X577 4 L. E)�IRfS �► Exp. 3/31/99 CAL 1 �� J E�` WAYNE PASCO RCE 29577 DAT �QF CAL��� lA REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 00 73 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCI NITAS ENGINEERING DEPARTMENT DRAWING NO. ,e�coc�rTE �6' CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO SEWER PLANS FOR: °. P ZHO -sraw �icE STEEL NCE POST AT SW CH O SA NTA R IN • = ' DATE.3/2 BY: - BY: DOUBLE LL RANCH ROAD EXTEN11ON CS 202 eCMOVE REFe?F.A/CE TO EL CAM DEL NORT>< R C HORIZONTAL 1 40 OW &WOLUG FE RD 23' W RHO SANTA FE RD & R. E. 29067 1 7 ^ 60' S EL CAMINO DEL NORTE CL VERTICAL: 1"I EN NEER O 3 31 DATE: DATE: TM 93 - 029 AS -BUILT - EL 319.4Z119.476. . DATUM M.L JO D. CO NWAY EXP. / g WORK PROJECT NO.: SHEET 2 OF 2 CHwG. " G. OF WAQ.E: a Mar 24 1996 - 11L24t07 779 \02 \DWGS\ . SHT24.DWG PLOT • 1 -40 PE 710 •