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1995-4170 G (Plans) 141370 G E N E R A L N 0 T E S SEWER NOTES WATER NOTES 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER 1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET DISTRICT (LCWD) STANDARD SPECIFICATIONS. CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF WORK TO BE DONE RIGHT -OF -WAY. THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL _ 2) THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE S.D.C. = SAN DIEGO COUNTY 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY ANY CONSTRUCTION. YEAR AFTER THE DATE OF ACCEPTANCE. S.D.W.D. = SAN DIEGUITO WATER DISTRICT OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY S.D.P. = SAN DIEGO PRECAST ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 3) THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD INSPECTOR 2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS CONSTRUCTION. PRIOR TO BACRFILL OVER ANY SEWER Y'S. WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 4) THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL NO. ITEM & STD. DWG. SYMBOL QTY CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE SPECIFICATIONS. COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH - PROJECT BOUNDARY. LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. ppO 5) NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL EXIST. PROJECT BOUNDARY /NOfJQY 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY OF THE LCWD ENGINEER. 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW PROPOSED PARCEL LINE CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. 6) APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A CENTER LINE FINISH GRADE OF STREET. 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXIST. SEWER LINE (SEE NOTE) — —$ — EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH STRUCTURE WITHIN LIMITS OF THIS PROJECT. OF EXIST. WATER LINE (SEE NOTE) —w— THERE ARE NO OTHER EXISTING AVAILABLE RECORDS G THE BEST OF OUR KNOWLEDGE, 5) CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX G FACILITIES EXCEPT AS SHOWN ON 7) ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD FOR EACH RESIDENTIAL LOT. EXIST. GAS LINE (SEE NOTE) — —G— THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TARE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN THE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY LCWD SEWER SPECIFICATIONS. TELEVISING OF MAINS MAY BE 6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE EXIST. CONC DRWY (/ZEMOUE PoPl/OA/5 AS SHGti/VJ ` H AND ANY OTHER WHICH IS NOT OF RECORD OR NOT REQIIIRED. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. THE SHOWN ON THESE PLANS. — — 8) CONTRACTOR SHALL NOTIFY LCWD 48 HOURS IN ADVANCE OF BEGINNING 7) INSTALL EIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO EXIST. PENCE —x � 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK WORK SO THAT INSPECTION CAN BE PROVIDED. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE (1) CONSTRUCTS" AC PAVING OVER 4" AB TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MARE 9) ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 INCH SIDEWALK WILL HE CONSTRUCTED. OR NATIVE BASED ON "R" VALUE. ( E NOrE 2) EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF 8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN Q 13 CONSTRUCT TRENCH RESURFACING PER FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO DRIVEWAYS. WATER MAIN. CITY of ENClA/lTAS STRNCk9rzUS. _ _,�J �bdC PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY _ BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 10) ALL LOTS SHALL BE SERVED BY A 4 INCH VCP LATERAL SET AT A 9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE 49 CONSTRUCT 3' WIDE PCC RIBBON DRAIN PER DETAIL. - -: /!/7 F MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION (�` SECTION A A,SNEET 2.) 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC INVERT DEPTH OF 6 FEET MINIMUM BELOW TOP OF CURB AT PROPERTY WITHIN EXISTING COUNTY RIGHTS -OF -WAY. ( INSTALL DOMESTIC 1" WATER SERVICE PER S.D.U/D OW $ PRIOR TO STARTING WORK NEAR COMPANY FACILITIES LINE, UNLESS OTHERWISE APPROVED BY LCWD. AND SHALL COORDINATE HIS WORK WITH COMPANY 10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN REPRESENTATIVES. 11) STANDARD SPECIFICATIONS OF LCWD FOR SEWER CONSTRUCTION ARE WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN AVAILABLE AT THE DISTRICT OFFICE. RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE S 79 RELOCATE EX. WATER METER - DISCONNECT THIS PROJECT ARE "UNDERGROUND EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF - - - - / INSTALLATIONS ". FOR LOCATION OF 12) ALL CONCRETE TESTING REQIIIRED BY THE DISTRICT WILL BE AT THE ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY APPURTENANCES. SERVICE AT MAIN AND ABONDON IN PLACE. -`° -' ELECTRICAL CABLES AND GAS PIPING AND EXPENSE OF THE CONTRACTOR. SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. (o INSTALL 4" PVC SEWER LATERAL PER SDRSD S -13. O 13) JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE 11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE ® 4O TELEPHONE: 1 800 422 -4133 (DIG PERMISSION OF THE DISTRICT. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN INSTALL SEWElZ MAtIHOLE PE2 SDRSD 5 --0 / ALERT) DIEGUITO WATER DISTRICT'S SPECIFICATIONS. SO INSTALL SEWER CLEAI/OUT PER SDSZSD 5-3 0 / 8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 14) ALL PIPES SHALL HAVE 4 INCH MINIMUM CRUSHED BEDDING, SHOWN ON PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL LCWD STANDARD DRAWING 5 -12. 12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO 15) INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. ARRANGE FOR INSPECTION OF PROJECT. NOTICE ALL TELEPHONE SERVICES WITHIN THIS 16) WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE 13) FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE PROJECT BOUNDARY ARE "UNDERGROUND SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY INSTALLATION. INSTALLATIONS ". FOR LOCATION OF A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH 14) APPROVAL OF THIS BY SAN DIEGUITO WATER DISTRICT DOES NOT CABLES AND APPURTENANCES CONTACT THE BACRFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN PACIFIC BELL TELEPHONE COMPANY ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND DISTRICT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE SPECIFICATIONS. LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY TELEPHONE: 1 800 422 -4133 (DIG UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS ALERT) 17) SEWER LATERAL TABLE IS ON SHEET NO. 2. OF THIS PROJECT. 9 IT SHALL BE THE RESPONSIBILITY OF. THE DEVELOPER TO 18) THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY 15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN QUANTITIES NOTE: TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER GIVEN WRITTEN PERMISSION BY WATER DISTRICT --------- - - - - -- AP PURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133 PRIOR --------------- TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING 16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR AN APPROVED BACR SATISFACTION. ACRBACK DEVICE INSTALLED TO THE DISTRICT'S THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT FLOW DEVICES ARE TO BE INSTALLED PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF ENCINITAS. WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. THESE PLANS. 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER VALES ARE DECLARATION OF RESPONSIBLE CHARGE RELOCATED OUTSIDE THE AREAS TO BE PAVED. _______________________ ________ 17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. OWNER CERTIFICATION RATION WHEN CITY ENGINEER OF WORK PRIOR TO HARING CHANGES IN THE PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO FIELD. DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE PARALLELING WATER SERVICES. THESE PLANS. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE CONSISTENT WITH CURRENT STANDARDS. 19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY REFLECTIVE FACE OR EQUIVALENT. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ) THAT ARE EFFECTED ETC VALVE BOXES, ETC.) BY ITS PROJECT. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND REGISTERED CIVIL ENGINEER MARE SUCH CHANGES, ALTERATIONS OR 15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE SPECIFICATIONS BY THE, CITY OF ENCINITAS IS CONFINED TO A A R 20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES HOUURS S OF F NOTICE O ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF OTICE F FOR SUCH A MEETING. 633 -2770 MY RESPONSIBILITIES FOR PROJECT DESIGN. MEETING AND SHALL PROVIDE AT LEAST 48 REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO THE IMPROVEMENTS. 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY /'� / COUNTY WASTE DIVISION. STATE \%-A GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED _ '- /►•�- /9 S a E ACH 4 T , z �° �s-' S ` I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON s o p us ' LEUCADIq WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. WAYNE FASCO, RCE 29577 - j� g e � ' `gp pplP� ( ` g�VD � I a � QI S aII ¢� THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. ° o °A� 4 m �I WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, a I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS o`0 PASCO ENGINEERING 'a °` qp o SIDE m ' � o "` 3 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH `- 535 N. HWY. 101, STE. A �m 17 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR AS SHOWN ON THIS PLAN SATISFIES THE TH P OJECT OR U DER MY CONTROL n 30 SOLANA BEACH CA 92075 so ER P g Sr_ a = INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES ' REQUIREMENTS AS STATED IN THE FINAL NOTICE OF t �` sr von r per+ _ u (619) 259 8212 APPROVAL FOR TPM 94 -141 AND THE STANDARDS FOR a " \ ' �iy�Z�/,LII / F� // 7 � m NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY RIND FOR Ems. "' "" J ° �I" PK / (( ! '� PRIVATE STREETS q� yy �SETrle s THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. , WITH A WAIVER OF DESIGN ERCtturns ,T — m (IF APPLICABLE) . SPEED ON THE PRIVATE DRIVE WHICH IS ON FILE % e�Y� 9� $ IO uv ERO EE ST SIGNATURE HEL UT KIFFMANf4 DATE z couan WITH THE CITY BEACH ` �y ` 'sT �� b �, -- 18 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS FE S1 2 r ', N [ON Sro 9 u ION ,_ ST URION 6 S 00 UNION 0o 0 SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED ��� E A p�A� PARK d$Wg: sr F y - UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC �' NOT TO �L, �QQt p 9S S CA E w �j 4 e LV1 L Ra ; STREET. _ WAYNE PpBCO, RCE 29577 DATE SEV IDE\;i. 8 >° t' — _ APN': 256- 400 -53 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD REVIEWED FOR CONFORMANCE WITH PRIVATE STREET G4 DENS SPECIFICATIONS FOR PIIBLIC WORKS CONSTRUCTION .l �o" Soo 0 4 F� c vIEU SITE ADDRESS: 227 N. VULCAN AVENUE (LATEST Elio a-51-v-,5 STAN ARDS: t'H CI FIC . > "Tuts ENCINITAS EDITION) , THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO M ^/ PARK " ' -a ?'+, y rosr r CA. 92029 THE STANDARD SPECIFICATIONS FOR PIIBLIC WORKS CONSTRUCTION /1 I� C/ — u �•• I V I �- BY • (/ J \, ittlt. A ARRA O ' i (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 'l SITE rvl sr +ooY I rgRES OWNER / PERMITTEE: HELMUT RIFFMANN ET.AL. AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST "c of � CITY ENGINEER TE ` _ o S ro��p 5820 MIRAMAR ROAD EDITION). A 6 cx SAN DIEGO, CA. 92121 ENCINIT ocf Arl `�. � �B� $T � I. OCE AN LEGAL DESCRIPTION: LOT 6 IN BLOCK "V" OF SEASIDE GARDENS — -- c :A NooNIIGHr U ST.F =�x = „�_�. .,, ,� ANNEX, IN THE CITY OF ENCINITAS, COUNTY C STA rE \,,, ` c `"D SIT �. o< co OF SAN DIEGO, STATE OF CALIFORNIA, COMMUNITY DEVELOPMENT ENCINITAS FIRE PROTECTION DISTRICT o g ST - O' ACCORDING TO MAP THEREOF NO. 1801 FILED G BEACH D 4 us l o g E ST o p -0 a IN THE OFFICE OF THE COUNTY RECORDER OF L J w 5 ; A SAN DIEGO COUNTY, AUGUST 6, 1924, LJ JI K N DY RON LD L. MCCARVER VICINITY MAP c NO SCALE Q C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCA SAN DIEGUITO WATER DISTRICT S IG MS I TJ I DG APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. li Q d egs REV /SE SEINER eTREWCH aF PENDING LCI,/O RPR DESCRIPTION& 1 1 - t 24° RB811R /Co. OF PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLANS RESURFACE OETAtL '� SAN DIEGO AL[AIINUN CAP A Loc�►TI 3 of WITNESS POST a HORIZONTAL NSA DATE PR I VAT E DRIVE 41 70 - G BANK ABOVE 4 N. VA AVEN �f }- �. 29577 350 FT. 1. OF E1CIX IIITAS BLVD. UE /`w/1�1'nl. NAD 83: N`1963443.209; E 6241950.843 VERTICAL N / A - �!'" R.C.E. NO.: TPM 94 -141 ELEVs 86.370 3RD ORDER CITI OF VICTOR R. GRAVES - ^AYNE PASCO E•CINITAS 'ENCTC 1 EXP. 3-31-95 WORK PROJECT N0. SHEET 1 OF PE 5 F -- - — -- - -_ - - - -- -_ =4= - - -__ y. ._...___ y - �— -4 6i OF M /l/ /MUM !/EPTICIJ -- = 32'PUTUILE 7A6C 1-17N (P! / + 65.74 z r T W ' r z - _ _ V.C. - 30 -r -_- �-�- - -_: - - 1 4i 1 � --- - - --r _ _ - -- - � -- - �� - } -+ -- - -_ - i6YJST 4dL��r•+�'E b°!t- � : `<1' _-- _. _ _. --�� _ _- _ � - -#�- _- - - _ � : -�� ? ,-mot -_ _ � � - + - t) _ - - - - _ - - -- - -_t _ __ -��- - - j. to I _ J= = - :� — �:_ C #- + -- - - - T -7- - - - - — - - - - -_ - - t_ 1 ,- - w� - -- r.- PR F1 LE - __�_ 176 L rVc(50rr -35) ' HORI _ 2O' EX. N/R E.P 5.38% - «__ _ O T _ _� -r @ -- - -to - - - 0400 1+010 2+00 3+00 a , , A r r; A ,1 / p Ln Q �49 ICI, �1' v I. �O Z G p O y 8' 8' 6' V Q 0 STAMPED O!2 OECOfZAT/VF- GOIJCRETE NZ W ( O O V1 Q 7N u G U M S 9olL4 WATE/Z CUTE Q I Cyi N Q y 0�� aU v O © OPOSEO /6' PP /U,9TE POAO /W7 jE UT /L!ry EASEMENT O I op 3 _ / �� @I O UT/L/TY EASEMENT FE,e � FlNAG INACEL 04p. COST OF JZELOCAT /,VC EXIST. 1 1 h �i O N O V G,P/IVeL 34G•S @ 25� INTERVALS p S p L_ : i i c' I F! f lRC ,t'/AP v O M (2 BAGS H/GHJ O' WdTER METER MUST 8E t"A /D Z Q Q F2/OQ TO COVST/ZUC- W 3 _, b g o O 0 FROM 9T4- /t 46 TO 3 TI 0,(J OF P2 /VATE EOAD o Q Q m h h p a + P 20': �T r, .+ F' 4. d'� N J$ 9/ y z ro d + /t79. BO - CONSTRUCT /MP¢OVEMENTS. O �� O N O h ni Q h h ExI ND ARY Q . v� 14 Q O : S�E TO BE DETER- h� !2.50 EX /ST GeOUN 2\ � f� 49 r� y O ENG/NEEP. I.... 0 2 ° PEDWA�D HEAL M//VEO BY SO /L S 13 4 _ NOTE : C'ONTA%rrO,P TO !/E,P /FY THE Te!/CT AG SE T!O!V F � q .... 1 a ,eOPOSEO /(o' ro.P /DATE / &.e,ir'T Z0017JAV Of ALL EXIST /tea UT /L /T /ES /MP�rED 8Y TH /S -- N ' `� 1 ° AD F UTIG/TyEASEMEC(T /�\ / L P,POTECT P.P/O,P 70 6rHEOUL/NG : 4 _ s :- ' .: : , "` ' s� j -' •' ' ` - ' � _ C — STAMPED O!Z OECO2ATlVE CO/VST,PUCTTO/V. /F O /SC�F ,LCYCES' o: 5 a . '' . ° e e . t 5 y /�POPOSEO 3.50' �l NL C 8' C0AJC2ETE THICKNESS � FESSJ QP CYlit/FL/Y.T3 Et'/, 5T NOTIFY h � _ % °: - Q WIDE RIBBON O. 41AI P!(/ATE .POAO• A10 .QALE PCB /We UTlLl7}'E9a^ENT L '` Yp w Lc) EN6 /VEER OF tt/OpY /MHEO/9TELY. y `� W" ' �, p FINAL PARCEL MAP Q ED ' A�O i - - o M ST.. PED OR DECO2ATIVEI m Z W/TH WEAKENED STR /f /4.57 7b /f 79.80 Q O 3 :t $ 3 \ f, 0 W G ¢EMOVE co vc . 6 SEWEfz � ,* L !_ `_ _ ,, ,,� PLA /N TOINTS EVERY /( I �, CC.:VClZETE +i�� lV ti I OlLIVEWr1Y EXIST. GARAGE J.. 8 _.! I C f. /OFT 3.501 /2.50' 3.50' �j3 � n Q 0) CWT/O!V : 6YI67. SAS elAl&lt O -Z Q W a TO BE REMOVED 3 °.' 3.50' P2 /VATE U l TY EASEMeAJT ® ` ` 3 m AWIVATE POAO 4t UT/L17Y EASEMENT N0. 1 9452 O (/J E.� /ST. O�/EPNE.40 R�WEP 2 W $ v u 1 �° ,� !� h �� tU'� O �1 - ,_. , 6 'rF /UAL. PAIZG MAP �F- h FI�P F7Ns7L PARCEL ti1AP I : v ,_• * P. - 0 -0 * u') U �— - 3 \� 3 v W NU OI EX /ST. CONC.OPWy, TO BE Z&VOVeD 42 I IY T ICAG j cl Q N k I. m I ,.� r• �..:.:- .• ...t..: _ Qcu ` EXIST. Yjl9J i �� O PI., t� I ` .�L_ '1 Ncr -. �W Op '� / BY SO /LS EU6 /VF�P wp Lp RESIDENCE 1 ZO �O4�3Q TO REMAIN SG{.. /!V /V ��M A5 ht 7 - A/G /i 1EM 1 3 I N V W y 3 50 F7 W /OE CONC SWALE m GRAPHIC SCALE IN FEET �` -� Z N A 574. 01 2/ 70 1/!4.57 0 10 20 40 60 80 �° NO SCALE J o Q\��� •S .t " EXIST S D. G. EE. ESMT WIG L /AM E. SNEGL_ P. , Al /9¢S2 DATE M a N h \ I ` •� ,� DIX. - 8-30-33 24 � 33, WES 1- �5RAYE.COMP<JNr � � co qo 1s IN OW/(e Z37. ,o6E 14 ROFESS/ YUCCAJPA C,4 9;e399 ,. -t A of a�FlclAL AlcZoeos. 4 A. p N Lli 20� 20'I ; � 793' -50¢9 3 DED /CATION PEk °,` -� 4" COn/C. D� /VE WAY 3� �0 � QA1,,41- lWCEL VlqF ,V62 0 05'50 "E 200.08' *+ N0.29577 N. h F0,2 PL/BLlC ,e/GHT OF -W9Y. 4` •..... , • . <. • • .. . :.:•s': O 1' 4 A C? " s !i ^ G¢ CU vTTER- Rol [ �� 4 "CF. ` LJ W W TYP /CAL DR/I/E Gl/,4Y SECT /ON 0 0 E TF REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT Ms rJ DG APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N L Q W f RA /5E ENO OFORIYEANO DES.: !/�,y24 ",eeMFW /CO.OFS.O. ALUM /N!/MCAP PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLANS FOR: ADO FOOT /NG (x 3' S. a' /Nl7NESS mss av eAve A3dvE e OELCTF CORK; LATEZMt 5,400 ,D l 13/9Q -PENDING LCWD 19PR h/ of v11lcAN AYE., 350 FT Noerf/ of HORIZONTAL 111 ) DATE �� PRIVATE DRIVE 41 70 G B �WE2 U) M.H e C.O. LGW9 fi; rE . 7w - ENC. BLYO. NAD 83 N -! %3443.209 , E GZ¢/9�.86� 111 _ 41 ! R.C.E. N0.: 29577 T PM 9i4 -141 SHOW 24' TYPICAL SECT /ON ELEV.: 6r0. 370 , 949 O'ea C 17Y OF ENCIN ?A5 VERTICAL W�(NE PASCO VA PROPOSED 0- &/¢SE(, bs ckvaL I "FiVCTC /" EXP. 3 -31 -95 WORK PROJECT N0. SHEET 2 OF 2 PE 59 F