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1995-4216 G (Plans) 141370 WORK TO BE DONE B. NOTIFICATIONS GRADING NOT ES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND A. GENERAL STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LEGEND _ STANDARD SYMBOL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2'MIAf CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO PROPERTY BOUNDARY �- AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. `a REQUEST FOR INSPECTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING EXISTING CONTOUR - • =; - ^"` v X /S( GR40E s - 2. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION PROPOSED SINGLE- OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FAMILY RESIDENCE 215 112 MEADOW VISTA WAY ENCINITAS, CALIFORNIA' VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION w - - ICATION OF ° PREPARED BY CHARLES R. CORBIN DATED SEPTEMBER 27, 1994 SHALL BE COMMENCEMENT OF WORK: EXISTING ELEVATION ,� -_--- S LOPE PE R PLA ?✓ �^ � EX /ST. GRdDF -> CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SEWER (LEUCADIA COUNTY WATER DISTRICT) 1- 800 - 422 -4133 292 CONTAINED IN SAID REPORT. SAN DIEGO GAS & ELECTRIC 1 -BDO- 422 -4133 NEW CONTOUR 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800.422 -4133 �NE/V GRADE AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET PACIFIC BELL 1- 800 - 422.4133 i� RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS'FOR THESE SHALL BE CABLE TV (DIMENSION CABLE SERVICES) 1- 800.422 -4133 NEW ELEVATION REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 6332770 DAYLIGHT LINE PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. [ / DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PHONE: (619) 6332770. ALL WORK PERFORMED WITHOUT BENEFIT OF /\ EXISTING PRIOR TO GRADING. INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. NEW SLOPE (2:1 MA)O 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH /^ MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND C. GRADING REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EARTH BLADED SWALE - �' / ) �1 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONC. DRIVEWAY SDRSD, 6-14 h \ AND REGULATIONS. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS Ala STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS HARDSCAPE PER PLAN A ! HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN E 4. THE F011091141G NOTES REFER TO ALL FVALL 0E741L6. RECOGNIZED HOLIDAYS. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. CONC. MASONRY RET. WALL S.D. CO. D.P.L.U. FORM 1. REFER TO 6DRS2 C -7 F09 ,100 9rCe1F 16dT10N5. HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO DPL \ CO. #83 /SDRSD, C -5 /PER PLAN 2 REFER TO 61290 e -8 OR DETAIL 'F' FOR WALL ORdINS. INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 3 ALL AM900RV COA/sTRUCTION 6601116f; SPEC /dL 1AVPeer10N PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR BROW DITCH SDRSD D-75, TYPE'B' EXPlIAMON JOIAIT 33 LEAST 48 HOURS IN ADVANCE BY CALLING (619) 62770. TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO " 4. ALL CONC PIERS SNALL IIdUE 3150 P6l @ 26 COW. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 5 l /2 " TNIeKCAnlc.ouER 8 LMU e7. REINFORClN6 STEEL 6NdLL CONFORM TO A;TM AG15 GR4OE 40 FOR CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 6" PVT STORM DRAIN SDRSD D-60 4 "Ud66 7/ Mgt - it @l6'(U1 v AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL INSTALLED. - - 2 " #4 E P4 " /N) #4 6A9S S SMALLER 4 GRADE 60 FOR #5 &1% 4 LARGER. ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE !�. MA5'DA/RV WALLS SNAIL eeDOUIELLE0T0 FOOT/NGS W1711 44R$ OF REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE PVT. TRENCH DRAIN PER PLAN ` - 4/4t±Wale SAME SIZE 4' LAPPFD 40 BAR OIAMErERS. HAULING OPERATION. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. / ? _WA>ERPROOf MEMBRANE 7. REFER r0 wer N0. 2 4 mq PLAN; FOR rOP OF WALL ELEUAT /0N5 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 12" SQUARE PVT CATCH BASIN BY BROOKS PER ARCH LOCATION OF 6TEP6 /N W4LL9. AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" UNDER PERMIT NO. 4216 PE HAS BEEN PERFORMED IN SUBSTANTIAL AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE f' CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD WATER AND COMPACT THE 9" DIAM. PVT CATCH BASIN BY NDS ni 0" ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 24 _ DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 30 7-4-# 6T(8 OPERATION. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF PVT. STORM DRAIN CLEANOUT Q `- r4nE6Pm° o\ EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR HEADWALL SDRSD D-32 - m EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 3 #B EXP4AIMAI JOINT LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL pg SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5 - 1 /2 "rI1/CIf &Ale_ ovER 8 "LM(1 2 EXPdNSION JOINT 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 68 4 CL969 11 em6E p - I�' ` - #8 @ 16" (V) 5 COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 2 Ile" >Y 4 @24 "(N) v 5 11 2'TH /CK CONC OVER CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A cn u", 4" CLASS 8 OA5e. ,'CMU � NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL #5 @lG'LU) V ' (WHERE OCC(iRS) OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ENVIRONMENTAL REVIEW NOTES 24 AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 30 l 21/1' #4 @ 24 CN) m w 1. EARTHWORK QUANTITIES D. LANDSCAPING CUT - 810 C.Y. °- 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS FILL -60 C.Y. 3' 0' PIER APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF WATERPRaJF MEA4BRdNe EXPORT / IMPORT - 750 C.Y. # 4 SPIRdL @ 9 "0 /C PER ARCN. ` l2 "CM11 ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 9% � 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR 4l?° 2-A'4C'14 "e#) n J TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 1l` SI6 O/C „ BETWEEN OCTOBER 1 AND APRIL 15. 3. MAXIMUM VERTICAL DEPTH OF CUT IS 6 FEET. 24 /p CMU MAXIMUM VERTICAL DEPTH OF FILL IS 6 FEET. - E. EROSION CONTROL 3 pL /1 2 4. VOLUME OFC 70FT. /0'- 0" TO OL VLI re 0 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WAYNE HOLDEN AT (619)753 AREA OF CUT 4370 4370 FT = 5.0 FEET AVERAGE DEPTH OF CUT 4- #G T48 \ 5652. 4T1E5oo /o VOLUME OF FILL 1620 FT. "d /C 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE 3 • \ r - - - -- AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL = 1.1 FEET AVERAGE DEPTH OF FILL Nil AREA OF FILL 1470 Fr. wdrERP>40oF NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT 5 O - 4 "QIPERFOR4reDPUC v MEMBRANE - - - #7�7 "CU1 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES DRdIAI PIPE W /ry Ie&. -, fT PERARCfI ? #4 @W11 WHEN RAIN IS EMINENT. #4SPlRAL6 1' D' I O" OFGRdr/eL 4' FILTERFAeR/c- 3 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE l l/2 TURN CMIAI). SLOPE PIPC Cam' 2% l' 2" APPROVAL OF THE ENGINEERING INSPECTOR. TOOUTFALL c� 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO DECLARATION OF RESPONSIBLE CHARGE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH e,499 ` � - 3 - #B "O /C RUN -OFF PRODUCING RAINFALL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I - � 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS Xrd I e ° 3l0 58 I _ _ _ _ _ _ _ AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE N OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DESIGN IS CONSISTENT WITH CURRENT STANDARDS. .TS - ( + :\ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY Z S PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 0,9 //Z 8" 1O 0" TO DAVLIrE WATERS CREATE A HAZARDOUS CONDITION. THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, Z o a r I, Lit @ 16 0/C l8' 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. � � � �ECTIQ /y �- " PLAN SHALL BE INCORPORATED HEREON. W l5 w 9 = 0 PIER B'_ 0" 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM SOWARDS AND BROWN ENGINEERING, INC. Z W o- A/T9 ll - # 9 (v) %� THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 2187 NEWCASTLE AVE., SUITE 103 o QP b fl'4 6P1Rd L CO 3 016 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END CARDIFF BY THE SEA, CA 92007 �F �c� f _ W Z N OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST =`^�(l a w EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED R Q � F w v l0' 0" 10 OAY y LITE [J L' AFTER EACH RAINFALL t 9 ZCa ss o '�4^ m W V o i � A44- 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE BY ' - € � 20'W/0E PuT Roao �( unurY EsNt'r p o COVERAGE OF GRADED SLOPES 90% COVERAGE) PRIOR TO NOVEMBER 15, THE RANDY R. B WN ACE 36190 ATE Pop 3 "1y0 `' < o w W [PORMEReY S4N 47/640 G ✓e. ENG /N rQg ' SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN m° SITE ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL E "a 6 ° ` _r y HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. �d P a LEGAL DESCRIPTION °��•��� ��; ` ; & SOILS ENGINEER'S CERTIFICATE PARCEL 1 OF PARCEL MAP NO. 13769 k u �, ' N I, CHARLES R. CORBIN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WC-Sr 7rN ST R PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY rfa�� P ASSESSORS PARCEL NUMBER W POPPUriECV a CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT u nr n , WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION SEPTEMBER 27, 1994. 265 331 -71 W400W vrsr4 WAY XT4 It L./ 30 - j ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY Q o l,� ql + RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF.THE CITY ENGINEER. z n n/T.S. * Exp. - e „ „+ FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE OWNER/PERMITTEE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN HENRY CHANG T 10617 GLENDOVER LANE Cn q�. CIV ti �� �, INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WNW r S' "6110 OF Cpi1F - SAN DIEGO, CA 92126 ( N SIGNE DATE: Z LIJ (n Nis ACE NO.: 3 ® Ld LLJ I EXP. DATE: C 0 . REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE tom"llufrgcxcl Afctvr ER(//L ; vs I rp I g APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q I PER /T !Al L- Z- TOP OF SEN/ERWAIII&ECdvER,LOW60 5'' e'Ly PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OV GRADING PL4A/ FOR JF 9 OFSIERRA RI(X,E DR../ dPPRo 'Ly Y 'ALLY - I( AF/ NreRSee now oFW esrBnlsr. fs/ERRA HORIZONTAL A/oA/r - DATE : 9 / BY: / n BY: IM/ � � !'� n j�� L r /w RIDGE �. VERTICAL NONE /or,�) - R.C.E. NO.: 86/90 DATE: -/9`9� DATE: �� ��� R4NOV R. D u/ APAI ?G 5 - 33/ -1/ PCL / Of PM 1376 4 ELEV R/ul 3/GG �dTdM 46SUA4Eb 6 80 -%6 5 /GNdrURE odrE ENG /N�ER A`WORlS EXP. WORK PROJECT NO. 94 -114.1 SHEET f OF l ErCt3T dC �FRkf ` ( G" PUC STORM DRda/ ' Sr DRt�1E' dY - v M l°,�tSP �411J6'lvT;� 3 it PROTECT W.4f IRR /G4rWAI !/QA` UES E 6 , OXEF RELOCATE ExlSr CA %f PEO. 1 ! p �\ I — 1 / NW Of rR4N6FORMER e, a 1 EX(5T PRLUdTEdCCG 54 EQSE .� 4 DOC. A/O /995 0405539 /j f PROTECT EXIST TR4NSfORMER ' °� -�-'" �" �— � REG 9- /2- 95 l , I 1 dONST 2'N(GNCONC.,UdSONRYRE3" �. }, - Wja AMUAW A045 NECE65.49 (x /�T lr RlC 7IfJt1 1 \ �o��, Al i ro'�cvG. Eragck t ` Al74'/3'�l"N /11ff l 1 ; � /A/LETORAIt/S PER C $ OR T I V 0I� N I w C� °' r E�DI�p�� 3 p h ' h' OdyL /G NTIWe 7ROPERTY GVN� J CONTRACTOR To REPLAG6 rJOWFAIT A5 d6 ( PROTECT EX /ST PdC. 1�, ' e _ � 2910 ` AM ES w � � A � I t � NECE54J0 4CONG BERM LINE TO PR0d10E au WWrIES VC I CLE4VOdiY ! 2 - 1 = ' � SMOOTH TRAN51T�0N dUlrN NEWCUNC. =` UA tT. dC m" 1 _- �) g 3 - l / j _ 1 / O CONNECT r0 EXC�T WdrER SERVICE 1 EXTENC7 TO NEOW RESCOENCE. I SURfdCE �qd � / •;I } l ! I NSTdLL MEW we TER METER d r [/PPER MEAOOW visor w,4 Y 3 1 / DQ 3a) 4 , 3 / / 1 1 p) l ! ® dNRY T4Fr wdt L PE/; .44N DIEGO co. O P L. U . FORM ( (3 5 a �o��ti o '' - LXI,Ii m6a TU 6L73EST4 DL ) } t (P9� eoAte MA S 1 t �y ��q j / 1 DPC /Cd. #$3. 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