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2000-6290 G (Plans) GRADXNIG NOTES Q LrNVI'>Sf.APNG LEGEND STANDARD 57MBCIL 1 Nil TER MOTES A. GMAL 1. ALL WORK SMALL BE DOE N ACCORDANCE NTH THESE RAn THE STANDARD L ALL SLOPES SMALL BE PLANTED AND iRRIGAiED N ACCORDANCE NTH PUNS PAN BOMIDAIRY I. M4 TER NAM LAiV?ALS AND APPURTENANCES MALL BE CONSTRUCIED ACGORDIING SPECIFICATIONS FOR PUBLIC NM CONSTRUCTION, THE DESIGN CONSTRUCTION APPROVED BY THE CITY ENGINEER. PUNS SMALL CONFORM TO THE CITY OF TO THE STANDARD SPECIF7'CA706 OF THE SAN DMIEGUTD WATER AiSWT THE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ENCINITAS GRADING ORDINANCE AND ALL ADOPiED LANDSiCAPE AND IRRIGATION CONTRACTOR SMALL AND HEREBY DOES GUARANTEE ALL NORK FOR A PERIOD OF ONE STANDARD DRAIiNVGS ANY CHANGES OR REVISIONS 1HEIREFROM SHALL BE STANDARDS VEAIR AFTER THE DATE OF ACCEP TANCE APPROVED BY THE CITY ENGINEER PRIOR 10 ANY REQUEST FOR NSPEC710N, 2 FINISH GRADING AND PLANING SMALL BE ACrtiMA VSHED ON ALL SLOPES PRIOR TD ENSTING CONTOUR - - - -�- - - - 2 UNLESS OIE WM NOTED ALL CCM WC71ONS TO ENSW MANS NKL BE MADE BY 2 THE SOILS REPORT VIED O PROPOSED PARKING LOT N MVEMEN7S SAN DEED SEASIDE OCTOBER 1 OR MIEDIA TEL Y UPON COMPLETION OF ANY SLOPES GRADED THIS CONTRACTOR, UNDER THE SUPERVISION OF SAN DlEGU70 WATER DISA41CT, AFTER L7MCRf OF RELIGIOUS SCIENCE' PREPARED BY 04RIS77AN WHEELER DOMEERM BETNEEN OCTOBER 1 AND APRIL 11 fJiOS7I11G EiEVATTANH X 321.37 PAYMENT Of' THE ESTMVIATED COST BY 7W ONIM/ E'VELOPE'R CONTRACTOR SHALL DATED 11/73%2000 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING 0DWONAIE NTH DISTRICT ALL ARRANGEMENTS FOR WH -LNVK TEMPORARY SHALL BE DOVE IN ACCORDANCE WITH THE R£COMMEMDA"S AND SPECIFICATIONS CON TANED E ER009M CONTROL SERW= ETC, PRIOR 70 SHUIDONN IN SAID REPORT. NEW CONTOUR 3 WHERE EIEVATM MID GRAVIES ARE NOT SHOMM ON THE WATER MAN PROFILE; TOP 3 APPROVAL OF INS PUN DOES NOT CONSTITUTE APPROVAL OF 32E'5� LOCATION AND I. N CASE EMERGENCY MW N REQUIRED, CONTACT DON COUNTRYMAN AT (838)194 -6299 OF PPE PROFILE IS 48 INCHES BELOW CENTER LINE FIW91 GRADE OF STREET TYPE OF DRAINAGE FACIUTMESti NOR OF NAPROVEMENTS I TH" STREET RIGHT- 2 EQUIPMEN AND NIORKERS FOR EMERGENCY PORK SMALL BE MADE AVAILABLE AT 4. ALL SERVICES 70 BE CONSTRUCTED CLEAR OF WVEWAYS WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED N ALL TMVIES DURING IW RANY SEASON. ALL NECESSARY MATERIALS SMALL BE NEW ELEVATION 5 CONTRACTOR TO FURNISH ONE NCH CAPPER WATER SERVICE AND METER BOX FOiR CONJUNCTION NTH RATOVEMIENT PLANS STOCI(PEED ON 97E AT CONVENIENT LOCATIONS TO FACILITATE RAPID EACH RESADV774 LOT. 4. NWTTDN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADNNC COtIS7RUC77ON OF iEMIPORARY DEVICES W RAN iS wm#V NT. d CONTRACTORS SHALL ACQUIRE A 7RENC14ING PERMIT FROM THE' CALIFORNIA OFW90N S CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 3 DEVICES 9011N ON PLANS SHALL NOT BE MOVED OR MODIFIED WMOUT THE EVS7NVG BLADED SWALE OF SAFETY FOR ALL TREiVCH PORK ADJACENT PROPER7B DURING GRADING OPERATIONS ANYTINING DAMAGED OR APPROVAL OF THE OVOW ERM INSPECTOR 7. NSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, MF NO SIDEWALK DOSM OR 2 DESTROYED 91ALL BE REPLACED OR REPAIRED 70 CONDITION E4S7ING PRIOR TO 4. THE CONTRACTOR SMALL RESTORE ALL EROSION CONTROL DEVICES TO NOWING FEET BEHIND INHERE SIDEWALK NKL BE CONSRUC7ED. GRADING: ORDER 70 THE SA 177AC71ON OF THE CITY ENGINEER AFTER EACH RUN - OFF d PROVDE AR RELEASE ACES AT ALL H04 POINT N WATER MAN. 6. 7HE DEVELOPER 91ALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK PRODUCING RAINFALL NEW BIADED SWALE 9 CONTRACTOR SHALL OBTAIN ETN(7ROACHMENT PONT FROM THE CITY OF ETNCNITAS WHOA IS DISXMED OR DESTROYED SHALL BE f ESTABLISHED AND REPLACED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS FOR ANY EXCAVATION N THN EXISTING CITY RIGHTS -OF PAY. BY A REGISTERED CIVIC EiNQ► M OR A UCENMD LAND SLIRVIF 7M MA Y BE REQUIRED BY THE CITY FIowo? DUE TO UNCOMPLm GRADING iQ THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN NIRERE WATER LINES 7. THE C0N7RAC7OR 91ALL DE", CONS7RUCT AND MAINTAIN ALL SAFETY OPERA TON OR UNFURESEEN CRCIAMSTANCES NHIOH MAY ARISE DAYLIGHT LINE ARE NSTALLED INIM DINING COUNTY RIGHiS -OF -WAY, CITY OF D"WTAS 8095- waUJWG SHORING, AND SHALL BE RESPONSIBLE FOR COVFORMNVG TO ALL 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY OF-WAY, PRIVATE EASEMENTS, AND IW RESEXTS APPROVED BY THE CITY OF LOCAL, STATE AND FEDERAL SAFETY AND HEAL 7H STANDARDS LA WS AND PRECilUnOMS TO PREVENT PUBLIC TRESPASS ONTO AREAS NHEN IMPOUNDED ENCNITAS BEFORE THE WATER LINE'S ARE ACCEPTED AND A CORY SENT 70 THE SAN REGULA TIONS WA TDRS CREATE A HAZARDOUS CONDITION. DIRECTION O' FLOW DEGIATO WATER DISTRICT OFFICE d GRADING AND EQUIPMENT OPERATING N 'THI'N ONE - HALF (1/7) MILE OF A STRUCTURE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PUN 11. PRIOR IV AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPEC7IVE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED B£TNEDV THE HOURS OF 5:30 SHALL BE NNCORPOtATED HEREON. CONTRACTORS TO OBTAN AND REVIEW CURRENT SAN DEGUTO WA TER DISTRICTS P.M, AND 730 Am, NOR ON SATURDAYS SUNDA AID CITY REC'OGINIZED DL GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM IW FIRE HYDRANT SnRSO III1Q W-11 SPECIF1CAnOINS HOLIDAYS FACE OF SLOPE AT THE CONCLU90N OF EACH WORK DAY. 12 THE CONTRACTOR SHALL M07I Y IE DISIRICIS NSpEC" DEPARTMENT 48 HOURS A NO GRADING OPERATIONS SHALL COM1100CE UNTIL A PRREGRADING AIEETNG HAS A.C-P N ADVANCE OF BEGINNING WORK TO ARRANK,E FOR INSPECTION OF PROJECT. BEEN FOLD ON9TE WITH THE FOLLOWING PEOpLE PRESENT CITY MSpECTOR, 9 ALL REMOVABLE PR07ECME DEVICES 94OMN SHALL BE N PUCE AT THE END OF 8' A C.P. WATER MAN SDIRSO W -17, W-tS _W —W- 13 FILL AREAS MUST BE COMPACTED TO 909 PRIOR TO PIPE INSTALLATION. OVIL ENGINEER, SAES ENGWEEIZ GRADING CONTRACTOR AND PERAHTIEE THE EACH NORKING DAY MEIN THE FIVE (5) DAY RAN PROBABILITY FORECAST 14 APPROVAL OF iNS PUN BY S.D.W. DOES NOT CONSMIE A REPRESENTATION AS PREGRADE MEETING SHALL BE S0 EDIXM NTH THE CITY AT LEAST 48 HOURS N EXCEEDS FORTY PERCENT (402) SAT AND OTHER DEBRIS 94ALL BE REMOVED NO PARKING-FTRE LAME' SIGNS PER PLMi - 70 THE ACCURACY OF THE LOCATION OF, OR RE EVSTDVCE OR NON- E7OS7ENCE O; ADVANCE BY CALLING (760) 633 -2770. AFTER EACH RAINFALL ANY UNDERGROUND UTILITY, PIPE OR S7RUCIUNE MI1HN IW LM07S OF TENS PROJECT. iQ, PRIOR TO HAULING DIRT OR CANSIRUCTION MATERIALS TO ANY PROPOSED 11 ALL EXISTING FACILIIES WC H MAY EFFECT FINAL DESIGN, LE:, LICE 10?OSSiNGS, CONSIRUC71ON SITE NIIHIW THIS PROJECT 111E OMOPER SHALL SUNT TO AM 1O! "a cowAim OF HYDROSEEDED SLOPES FAIL 70 PRONOE EFFEC7IVE 6' GALE VALVE PLIZ W-ft ---�- LIE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED ALL EXISTING RECOW APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE: COVERAGE OF GRADED SUES (90% COVERAGE) PRIOR 70 NOVEMBER 14 THE OR PROPOSED UTILITIES CROSSINGS OR W7NW 10 FEET OF PROPOSED WATER MANS 7W DEVELOPER SHALL COMPLY NTH ALL COM 77ONS AND REQUIREMENTS THE SLOPES SHALL BE ST481112ED WITH PUNCHED STRAW INSTALLED N ACCORDANCE 91ALL BE 910MN ON AV MV94ETVT PUNS ELECTRICAL AND SEINER 70 GROSS UNDER CITY ENGINEER MAY NHPOSE NTH REGARDS TO THE HAULING OPERA TON. WIH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE CONCRETE DRfVErrAY SWW 04 4 WATER MANNS LKESS GIVEN NRRITTEN PERMISSION BY WATER DISTRICT. it UPON FINAL COMPLETION OF THE NARK UNDER THE GRADING PERANT BUT PRIOR 70 STATE OF CAUFORMA DEPARTMENT OF CONSERVATION 16 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS -GLIDED PEDESTlRIAN RAMP SORSD G-V BAOXFLOW DEVICE INSTALLED 70 THE DISTRICT'S SA TISFACTIAN SAMLOW DEVICES CERTIFICATION SHALL BE PROVIDED STATING` 'THE GRADING UNDER PONT NO F. HYDROM ARE 10 BE INSTALLED DIRECTLY OUTSDE CITY OR COUNTY RRGHT- OF-wAY OR OUTSDE 6290 -G HAS BEEN PERFORIIAED N RJBSTAN77AL COWORMANCE NTH 1. HYUROSEEDNVG SHALL BE APPLIED 70 ALL SLOPES 7HAr ARE GRADED 6. 1 WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING O" THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED BACKROW DEVICES ARE RESPONSIBILITY OF OWNER PLAN'. 710S STATEMENT SHALL BE FO.LOWED BY THE DATE AND SIGNATURE O' ( HORI ZONTAL ro VERTICALS OR STEEPER WHEN THEY ARE: 6' CONCRETE CURB CUTTER SDRSD G=Z TYPE 'G'' SLOPE IS NOT � I 17. MRNAIMUMM HORIZONTAL S'EPARAMN OF 10' REQUIRED I FIRE HYDRANTS AND THE M ETN(XINEDR NNO CERTIFIES SUCH GRADING OPERATION . b.) F EE TORT OR MORE I FETAV CUT AREA N FI AREAS S►D.G.dE VAULTS b.) 5 FEET OR MORE N HEIGHT N S, UIVLESS ,�ECT TO 1d UTILITIES 10 AIAMTAN WW" 5" SEPARATICMI WHEN PAIRALLELNNC: MIfi1ER SERVICES B: IIp7F1CA1FGWS EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS P.CC CONCRETE WALKWAY PER PLAN 19 CONTRACTOR AND DEVELOPER IS7RESPONSTGE TO RELOCATE ANY EVSiNG WATER APPROVED BY IW CITY ENGINEER FACILITY (F.H., AETERSs VALVES, VALVE BOXESs ETC) THAT ARE EFFECTED BY ITS 1. THE EVS7ENCE AND LOCAM N OF ENVElRGROU00D UTUTY PIPES AND STRUCTURES 2 IRRIGA71ON SHALL MAN TAN THE AMOSRW LEVEL OF 1W SOL AT IRE OPTIMUIM 6' AC BERM MRSD G�-.% TYPE 'A 'V PROJECT 94OMV ON THESE PLANS MERE OETNWD BY A SEARCH OF AVAILABLE RECORDS 2Q CONMAC70R 70 SIDIVLY DOCYAIENTADON SHOWIMG 7HAT ANY ASrWSTOS WATER 70 THE BEST AF OUR KNONLEDfE THERE ARE NO EMSTNG UTILITIES EXCEPT AS LEVEL FOR GROWTH OF THE HYDROSEED GROWTH PIPES REMOVED FROM THE GROUND NERE DISPOSED OF N A MANNER ACCEPTABLE BY SIO W ON THESE PLANS HOWEVER: THE SAN DIEGO COUNTY WASTE pVI90V. HYDROSEEUED AREAS STALL BE MAINTAINED ]n PROVIDE A NI'�OROUS GROWTH MIX THE EDGE OF PAVEMENT y , THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU7I0NARY NEAW?FS TD PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS MERE H)'DI70SEEDF NtG IS THE PERMANENT PROTECT ANY EXISTING UTILITIES OR STRUCXQES LOCATED AT THE WORK SITE LANDSCAPING, UNTIL THE PRO�rECT 1S COMPEMD AND ALL SECURITY RELEASED. IT IS THE CONTRACTORS RESPUNSTBIUTY 70 CONTACT IW FOLLOOK OWNERS GRAMME (D4 IN4LKWAY� PER PLAN FIE VA TI FICA TION 1RUCNRES PRIOR 10 ANY EXCA GiN VfRI OF SAID UTIITIES OR S SIBS fIVCIIVEERS CERIRH1C;AlE AND LOCATION OF UTILITIES AND NOTIFICATION OF CDAWENCEWWT OF MURK. N cmacr1 eat oo A REGISTERED OW DONEER N 1NE O' STATE C' 1. NSTALL AGE 001' REFLt�TIVE FIRE HYDRRAiNT MARKERS 4 )0 6' FROM COINER LW AND ASPHALT CONCRETE PAVEMENT PER PLAN ON HYDRANT SIDE CALFORNIA, PRINCIPALLY DOING BU9AVESS N THE FIELD OF APPLIED SOIL MECHANC4 2 NSTALL 'GREEN D07' REFLECTIVE FIiIE DEPARTMENT CONNIECiIONI MARKER 4' TO 6' SEINER (CAF SANITATION DISTR 0 160 -6JJ -2770 HEREBY CERTIFY THAT A SAMPLING AND STAY OF THE SO CONDITIONS PREVALENT GAS d ELECTRIC (SAN DIEGO GAS d ELECTRIC) 1 -80ID- 422 -4133 W17HN THIS 97E WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES FROM CENTER LINE AN FDC SIDE GAS (SAN DlEOV70 WATER DISTRICT j 7f60 -6.L3 -2709 rA. It fee AND 1 � � 3 /e 1 . OW CaWLETE COPY OF THE SOILS REPORT A C C NHARDSAAPE/SDEWALK PER PLAIN 3 SPORTANT -NFEiE UNDERGROUND NVITER PANS ARE 10 BE FRONDED, THEY SHALL 7ELEPHONE (PACDFIC BELL) 1- 800 - 422 -4133 COMPILED FROM 7141S STUDY, NTH MY kECOMWVAM HAS BEEN SIBWTTED TO BE NSTALLED, CaARI TED, AND N SERVICE WITH H)QRANT(S) LOCATED AS DIRECTED N CABLE SERVICES 1 -800- 422 -4133 I HA THESE GRADING CABLE (DISENSI0N ) THE OFFICE OF THE CITY ovG aw FURTHERMORE, VE REi4FNED BY THE EVGWNTAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION NARK FAR ANY CONCRETE MASONRY RETA/MNG WALL smw C -4 C-6 An N SA REPORT FOR QUESTIONS; CALL FIRE PREVETNTIAN (619) 633 -2820 DIFC SECTION 901.3 2 CONTRACTOR SHALL NOTIFY THE CITY EIVOAfEER'S WICIF 48 HOURS PRIM TO I PR 0 ECT 9� ORR EEN INCO A TED N THE ADING MAYS AND FESStO BEG�NMNC ANY NIORK ON INS PROTECT. PHONE. (760) 633 -2770 SPECIFlCA TONS wo a Q ��' 8' PRRIVAIE PVC STORM DRAIN S'URSD b-88 Quo H C y9, y � 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR NSPECIION: PHONE` ( � (at: . N v, s s33 -277Q ALL NgR1K PERFORMED BENEfiT a- NSPECnON MIL STaMEo- � L BE � 1160 ) Na: ac t � (.5 V T �ECnav AND REMOVAL Si/B�EC >0 RE i90 GE+00(T2� 5 E)P . DATE 2- Exp� X30-01 >S 12' SQUARE CONCRRETE CAM4 849N 'BY PROMS' C GRADING �r . A , L ALL GRADING SHALL BE NSPEM AND TESTED BY A QUALIFIED SOI S- EINGWEER � � A70 OF R p�/� �� Ct►t� CURB OUTLET Sa?SD D-?3y TYPE C 0 ' OR UNDER INNS DRECnON. HE SHALL NSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF RILLS AND BACI(FILLS AND COMPACTION O" 1 THEREBY DECLiRE THATT AM n1E ER OF NOM FOR THIS PRO,,ECr, THAT I HAVE CROSS OTTER MM 0--IZ PER SHEET 3) _ TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND MILL DE7ERMAVE EXERCISED RESPONSIBLE CHARGE OVER 7W DESIGN OF THE PROJECT AS-DEfNED IN 7HE SUITABU7Y OF ANY FILL MATERIAL UPON - COMPLETION OF GRADING SECTION 6703 OF THE BUSINESS AND PROFESSIONS COE AND THAT THE DESIGN IS OPERATIONS HE SHALL STATE THAT NVECIFONS AND TESTS NEW MADE BY HNIM CONSISTENT NTH CURRENT STANDARDS iEM IPORARY EROSION CONIRCIL Oi UNDER HIS SUPE1RW90N AND THAT N MS OPMON, ALL EMBANKMENTS AND EXCAVATIONS NERE CONSTRUCTED N ACCORDANCE NTH THE APPROVED i UNDERSTAND THAT THE CHECK OF PROJECT DIRA NNV6'S AND SPEC>lFK.A TIONS BYRE CONCRETE , DITCH D TYPE T' GRAD IM PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE CITY OF ENCINITAS iS COVNFWED TO A RENEW ONLY AND DOES NOT REIEVE AE, AS ACCEPTABLE FOR THEIR N1DYDED USE ENGINEER OF WORK, OF MY RESPOVSBU7ES FOR PROJECT DESIGN. 2 THE COViRACRXR SHALL PROIPERL Y GRADE ALL EXCA V11 TED SNIRFACES 10 PROVIDE BARDS AND BROW ENG/VEERK LNG �pFtiSS1O/��, P09TIVE DRAINAGE AND PREVENT PONDING OF INCITER HE SHALL CONTROL 2187 NEWCASTLE AVE-, SURE 103 [ESAL OE3T,lPNT1GN Q pQ . N,��tEfr. SURFAI.E WATER AND AVOID DAMAGE l0 ADAW PROPERTIES OR 10 frhNSIiED BY THE SEi1, CA 92007 SEASIDE CHURCH PARCEL M ON THE 97E AND 94ALL TAKE REMEDIAL MEASURES TO PREVENT EROSION `" ��' � ` A- PORTION OF TINE NORTHEAST QUAW R Or HEAL 90UTHIIEST QUARTER OF SECTION 221, OF FREW Y GRADED AREAS LNIX STUC H TIME AS PERMANENT DRAINAGE AND BY DANE S O �" � � �� � � 1OW&F 13 SOUTH, RAKE 4 NEST SAN BERNAROlNO MERIDIAN, N THE COUNTY O SIN t�0a CD 1 , ER090N CONTROL MEA S tNES HAVE BEEN NSTAU0. * s STATE CALIFORNIA. cc �,. 3 ALL AREAS TO BE FILLED SHALL BE PREPARED iO BE FILED AND FxL SHALL DE RANDY R. BRO RCE 36190 EXi- WI "3i /(j4 Exp- PLACED N ACCORDANCE NTH STANDARD SPECIFICATIONS ALL VEGETABLE * fA . CITY O" D ONTAS PARCEL CI' .t . MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ENIVIRGNIIRFaITAL iEV1E�i' Nib1ES �`� / cf'J. �;+ A 1PidR11OV OF THE AiOR1HIEAST QUARTER - O' THE SOUTHWEST Q[1ARTER OF SECT)O►1I 2:X qT {t.y,,, CONTRACTOR FROM THE SURFACE UPON NHICIH THE FILL IS 70 BE PLACED. LOOSE 1. EARTHWORK QUANTITDES E OF C Is,��`. - ' '¢l7 nP' TOWNSHIP 13 SOUTH, RANGE 4 NEST, SAN BERNARDNO MERIDIAN, N IW COUNTY OF SAM LIM F I L L AND ALLUVIAL SASS 91ALL BE REMOVED TO STABLE FIRM NATURAL SEASIDE CIHDm CITY PARK �'�� , ATE OF CALIFORNIA G THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEM CUT - Z700 CY. CUT - 500 CY. AID A S - B UILT COIMPACIED TO A-AMVMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS FILL - 300 D: Y. FILL - Z200 C Y RESPOVS19UTY 10 PLACE; &'LEAD, WATER AND COMPACT iE FILL N STTBCT D7FORT - Z400 C Y. IMPORT - 1,700 C v, ASSESSORS PARCEL IMIIIB R 280•- 430 -62 ACCORDANCE NTH SPEOFICA TONS ENGINEER OF WORK FOR AS-BUILT DRAWING 4. CUT AND FILL SLOPES SHALL BE CUT AND MIMMED IV FINISH GRADE TO PRODUCE 2 STEEPEST E)OS11NG SLOPE WOE THE PROPOSED GRADING IS 70 OCCUR IN 40% OWNER SPEAR t - A SSOCIATES , INC. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVA71ONNS SCM AND EMBANKMENTS SHALL BE 91APM PUNTED AND MIN` WED AS DIRECTED BY 3 MAXIMUM VERTICAL DEPTH OF CUT iS 3 FEET. SCAN DIEGO SEASM CHURCH OF RELIGIOUS 750 N .CI T RACA DO PKWY. * 2 THE ENGINEER OF WORK AND LEFT N A AEAT AND ORDERLY COD ITON. ALL YAWN VERTICAL DEPTH O• -FILL IS 3 FEET. A NON -PROFIT RELIGIOUS CORPORA 7W ESCONDI DO, CA. 92029 ENCIINIT&S STOW R007S AND OILER WASTE MATTER EXPOSED OR EXCAVATION OR AND 7HE CITY O" ENCIWTAS SITE (760) 737 - 72 72 EMBANKMENT SLOPES NHiCH ARE LIABLE TO BEGONE LOOSENED SHALL BE 4. CHURCH SITE REMOVED AND DISPOSED OF 7HE Ti'E AND HOP OF ALL SLOPES SHALL BE VmumE OF Cu7 72900 FT. 3 ONVE RS CER7MAlf B BY: d ROUNDED N ACCORDANCE WIH TIE GRADING ORDINANCE- AREA OF CUT 49, 600 FT 2 = 1.5 FEET A VERAGE DEPTH OF CUT I (NE) �-- HDEHY OR1I�Y THAT A REASiERm SC>KS RI CH A R D W. H A R T L E Y D A T S ALL ITEES� CRUSH, GRASS AAD OT OBJECTIONABLE MA TERIAL SHALL BE 3 SEASIDE CNHURCH (PRINT NAME) P C. E . 20934 E X P. 9-30-05 COLLEC7ED, PILED OR OIHERNMSE DISPOSED OF THE SITE BY THE CONTRACTOR VOLDME OF FILL d 100 R7: E1rOVEER OR GEAUGST HAS BOOR OR MKL BE RETAINED JO 51/PERVfSE OVER ALL GRAM S" IS•Q� SO AS TO LEAVE THE AREAS THAT HAVE BEEN aEAREO NTH A NEAT AND AREA OF FiLL 29,600 FT = Q3 FEET AVERAGE DEPTH OF AC71WTY ADVISE ON COMP AND STABILITY O' THE 97E: RINNNdHAM �1vE ,, = -Z--- FNISIHED APPEARANCE FREE FROM UNSTGIHiLY DEBRIS APPROVAL a- LOCATION STRICT COMMUNITY SERVICES DEPARTMENT CARDIFF SANITATION DISTRICT AF DEERLS FILL SHALL BE SECURED FROM IHE SOILS ENGINEER AND CI TY PARK SITE SAN DIEGUITe~I W A TER a 3 �•A)�•ZK rs ENNGINEER PR10R TO THE DISPOSAL OF ANY SUCH MATERIAL VIOLUWE OF CUT 16 200 FT. AREA OF CUT 1,T 776 FT. 2 - 1.17 FEET A VERAGE DEPTH OF-WT 9GIVA LURE DA lE y REVIEWED BY- REVKIIET) BY REVIEWED BY WLUVE OF FILL 59,400 FT 3 VICINI TY MAP F.J �_ A/�5 0 � I�=O� AREA OF FILL 45,744 FT. 1.3 FEET AVERAGE DEPTH OF FILL N. TS DATE DAIE DATE GRADING QUANTTIIES DO NOT NaUDE SOL SINNWKAG& BULKING OR REMEDIAL GRADING SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED AESIGN BY i DRA CN#ECKfD BY REVISIONS APPROVED DATE REFERENCES DATE WYCH MARK SCALE COMMUNITY DEVELEMENT db iRrRe APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D RAWIN G N o. PLANS PREPARED UNDER SUPERVISION OF D APPROVED GRADING PLAN FOR ; i AS - BUILT ' RL• oR SAW DIEGO COUNTY BENCH MARK No. 3 HIC+r?IZONTAL : 1 =20' REVIEWED BY r r I aHrsELED SQUAW LOCATED AT HEST SAND OF VER TICAL :NONE �� -= DATE: o� / / $LA$IDL CHURCH AND CITY PARK SITE 6290 —G NORTHWEST CORNER OF LAKE WVE d BIRMINGHAM ,� B)• • /� • AA 1613 LAKE DRIV NORTHWEST PER SEINER DRONING Ala A -143 •Fr.Bstl DA RANDY R. BRO R CE: NO. : 16 94 BY EIEV:: 32310 EUGNEDR OF WORK DOP: 6� DATE : DATE: S/ o A.P. 260 DR/MUP 99 -068 SHEET 1 OF 3 Na ul 98 -130 519101 i i J i i i i I I i II C� 6' TYPE ' rs ' C" 0 GUTTER FEIN I PER -111 �2 sa" To som G-1 24' ar 16' II USE 5?s�C -?SOD cm 6' A.G DBE PER �Cm UM SCAPE 1 /?' SDRSD C--,% TYPE 'A' MEDIAN , 1. 1�' A.G PAVQIENT 51 IN A.G PAYE�IT SE•Cn(�1 — — — _ LANDSCAPE PER SOILS REPORT T L 7�Z I s SraP _ — — PER sores REPAR �_ � � , , , —. , � 1 5' MEDIAN � r I_ �Inq Ali ! RAISED PLANIIMG G-? -r r r r_ —1 h _ SI" TO TRW G-2 ,_ � ► I 1 11� / ' ? X 10 E70SITNG AREA 15 \ USE 520-0 -2500 CM CRETE MAX. 6 I I l I l i l� 1 1 ASPHALT COICRETE PAVEMENT AEDNI A. C, PAVING \ AND BASE; USE 4 AC, OVER NEAOpQ 6' CLASS N BASE (YN) Ur111 M FL PLC FW DEIERMAVED 0DERNME 11' BY SOlt 009NEER5 W - VALIC MONOURK r DOUBLE TESTS k CURB TYPICAL EARTH BLADED SWALE DETAIL c 1 ! R DETAIL 0 PARKING LOT ISLANDS " 2 TYPICAL MEDIAN SECTION o PRI VA TE DRI VEWA Y A CURB do GUTTE B 2 2 N. T& 2 N.T.S. 1 i i I i i i i i 10' 50 S 0' PARKWAYAb G WALKWAY IRAN9nON D.a w "AY so S.0' 1RANSMON i �. it 25' Z PROPOSED WALKWA WWACE 4 14 #3 • s' 0/C 2*16' REDWOOD NTH DEEP -BROOM RANSH PROPOSED WALKWAY SURFACE 4 14 4 � 35' 35' ! E7dST. 6 G-? FADERS A` 3- 1A7'x3'x1/2' SLV WITH DEEP -BROOM F►MSH TYP" EACH SPAN € CURB 0 a TIER �� CawCE (T)P. 4 PUBS) CUV RE7E 5-- 1/Txrxllr SLV J —- ExrsnNC 1r E70S AC - 3' (M. 4 PLACES) - BLADED SWALE 14' 13' PAVEMENT �511'ALE 1 ?' MAX, SLWACE 6 r— rrrrr Ilil1= - � — filler 4' a - - -- 14' FL pUtl �� T. PAVEMENT 4. CURB d GUT TER MT } SEC" DECOMPOSED GRANITE I REFER TO SDRSD D-25 FOR CURB 0 QITIER SURFACE COMPACTED r ADOrnavAt RffER TD SDRSD 15-25 FOR i 70 90% MAXIMUM DENSITY 0 1 4' 3 - 6' INFOIRMA nON 1 REINFORCEMENT d ADOMONAL TYP. I ON NA71W COMPACTED _ EXISTING EARTH BLADED SWALE DETAIL 1 4 3' 6' 2 10 90% MAX. DENSITY 911FOIRA/A 1K)rV { N. T.S f LAKE DRIVE D.G. WALKWA Y F 1 N TS 2 MODIFIED CURB OUTLET SECTION c MODIFIED CURB OUTLET SECTION I 2 N. Ts 2 N. Ts 2 i I I i i f i i s I i PROPOSED WALKWAY SURFACE NTH DEEP-BROOM FIYINSFI. A` 3'x3'xl 4' MELDED STUDS 0 12 O/C I I I 114' 6' 3 3'x3" CHAWER f i J 3' 3- 112'x3'x11'2' SL \ - 4- D.G. w "AY r PER DETAIL F -2 } /4 0 f0' 0/C 12 (it SIT j 014' Oyt AM * bT 6/30/154 MODIFIED CURB OUTLET SECON I N T& 2 I i I . 0£57pV 8Y ORANN piECKED 8Y REViSlANS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COl�IMfJNITY DEY OPMENT d b RRS APPROVALS CITY OF E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. , , AS-BUILT " (l, fp.c/ PLANS PREPARED UNDER SVPERW,9ON OF GRADING PLAN FOR: SAN DECO COUNTY BENCH MARK No. 3 HORIZONTAL : 1' =20' REVIEW BY: RECOMMENDED APPROVED pMISFLED SQUARE LOCATED AT NEST EM OF DATE A1101 SEASIDE CHURCH AND CITY PARK SITE 6294 — G ! : NORTHWEST CORNER OF LAKE D%f 0 811811 91AM VERncAL NOW 1613 LAKE DRIVE DRIVE PER DRAWING No. A -143 DATE RANDY R. BR R:GE 36190 BY . BY EZFV. 32110 E�>rEER OF WOW DF. 6 � DALE : DATE : 5/ 1 G�1 A.P.N.: 260- 430-62 DR/MUP 99 -068 SHEET 2 OF 3 X8 No. 9e -130 5A I01 i I KEYED NOTES: $ NEW 2' WATER SEW 0 MAMTAM 30' ® CONTRACTOR TO INSTALL NEW ?' WATER SERVICE ® LOWER EXIST. 1 -1/2' PVC WATER SERVICE & MAINTAIN 11 LOWER EXIST. ELECTRICAL LINE SERVING DOUBLE CHEGYC 10 CONSTRUCT 0.0 WALKWAY PER DETAIL F -2. 16 MOD/Fl® D-40 RIP -RAP ENERGY DISSIPATOIRR TYPE 2 W/N0. 3 BACKING j DOVER FROM NEW GRADE OR AS REQUIRED BY SOMD, PER SDRSD P-.3 LOCA 1E WA TER METER 20 Lf. 30' COVER (ANN) FROM NEW GRADE. ASSEMBLY 0 MAINTAIN 24' COVER (AANN.), OR AS REQUIRED T = .6 AREA = 2'x 10' UNLESS NOTED OTHERWISE ON PLAN JIB BENCFIN/ARK SOUTH OF NEV A.C. BERM LIME BY THE SONG. SINN RIM 320.50 "' 2 RELOCATE WATER DIETER 20 LF. SOUTH OF NEW CURB © CONSTRUCT D-25 OUTLET PER PLAN. THE PORTION OF 09 RELOC T. TEL ATE EXIST PEDESTAL 3 0 LF. NORTH 14 POST 'NO PARKING-FIRE SIGNS CVC 225001 A• UFC 901.4.2 1© A0,4/ST VALVE PER SOMD STANDARD. =315.45 IVE. ; L MAINTAIN 30' COVER OVER WATER SERVICE FROM OUTLET CROSSING THE D.0 S1DEW4L"_ TO BE OF EXISTING CURB LINE. COORDINATE WITH PACIFIC BELL 1© LOWER EXISTING GAS SERVICE AND MAINTAIN 30' COVER (ANN.) 42' ! NEW GRADE, OR AS REQUIRED BY SONG. CONSTRUCTED IMTH DEEP BROOM FINISH PRIOR TO CONSTRUCTION. FROM NEW GRADE; OR AS REQUIRED BY SDG&E. INSTALL NEW GAS � PLAY AREA DRAINAGE SYSTEM TO BE CONSTRUCTED PER nff PROTECT EXIST. 4' DOUBLE DETECTOR CHECK VALVE © RELOCATE EXIST. BACKFLOW DEVICE 1.0 LF. BEHIND j LOWER EXIST. TELEPHONE SERVICE MAINTAIN 24 COVER SERVICE l0 RELOCATED GAS DIETER AS SHOWN HEREON 1 5 CURB PAINTED RED AND MARKED 7N0 PARKING -FIRE LINE" LANDSCAPE ARCH17ECM PLAN. A 6' PVC SIUB(IE. 322.11) i (SOUTH OF) 1 -112 METER. IS PROVIDE FOR CONNECTION 70 TILT PROPOSED DRAINAGE SYSTEM ASSEMBLY AV-PLACE. (MIN.), OR AS REQUIRED BY PACIFIC BELL I. v 6 TYPE A A.C. BERM ' 07 LOWER DUST. 4 ANE PVC FIRE L 0 MAINTAIN 36 COVER CAUTIAN!!! 4' SF LOCH W /CAST IRON GRAZE 14' MIRE ACCE O 875, PAGE 420 OF OFFICIAL RECORDS PURPOSES AND INCIDENTAL PURPOSES AS PER SDRSD G-5 /'`� r MNV. FROM NEW GRADE. ,� PROTECT EXISTING POWER , %-� l ����- 19 CONSTRUCT PARKING LOT ASPHALT CONCRETE PAVEMENT 0 BASE. U g ( ) REMOVE EXISTING U TILI TY POLE AND EXIST. 1 -1 2 GAS MAIN. ^ AJJ Nj. 2 60 JJJ �s1 DEMOLISH EXISTING UNDERGROUND EXIST. OVERHEAD /' POLE & GUY WIRE 1N -PLACE (TYP INHERE SHOWN) USE 4 A C OVER 6 CUSS I BASE (MIN.) UNLESS FIELD DETERMINED Tn 1 INSTALL CONCRETE DRIVEWAY A Jv , J � (��� ��'� LOVES TO THE SATISFACTION OF SOG�E " ►f PROTECT M -PUCE �, PROTECT EXISTI NG OTHERWISE BY SqL ENGINEER'S �P- VALUUEE'`�ESTS AA X , -, - J J 30 LF. 6' lY 'G' _ ._. _ };'. r =C� tTUr; k; >�. ►. m A.C. PAVEMENT 6' TYPE PE 'A' A 0 BERM . - G�OQRDfNA,1F _Mi1H Sb!f PRfA? Tr7 Wes( PROTECT EXISTING 1- CURB 0 GUTTER �, - �. �,.. _ . __ - - IN PLACE E - \ v `'�• POWER POLE 3� :. S. TEMPORARY EROSTOrV C111IROL .�/SE_. _ r.u•. D�EIMOrJsrI.EX1511NG :.. 7 ^,� ,, "' _ MAIN. PRO !N - Pq _. PER SORSD G PER SDRSD G �• - :'; r ,�.1. - -�_ _. ,.,� __, ? _ _ Q 1 IN - PUCE ?'(TYP WN� ). t ; x. „ ,, ONE ROW SAND BA TIO BAGS P`!�! x ! ' „. " 6 TYPE A h ]ECT jL �� .�. ,rte _ ._..,.� �. 3 ?/ : ,; 1 � .7.7 � ... , PRO bA!ST ILk -.... _. _.. A C PAVEMENT. . __ _. _ ... _ CROSS JbN►V EXIST. CURB -,. -- .. T._ _. -... ..__. -•._. - HIM ,� __.__. _ ._... � _ MODIFIED ? p� RC,C, PAVEMENT IN -PACE DAYLIHT LIT/ HKI ASIONN. G _ - j BASE TO PROPER PROTECT IN PLACE _ ._. i'• t ? -'. � � SA WCUT LANE 14 `, LINE _ ADJACENT 1 0 � PAVING N89"53 oo 4_9242' PER SDRSD 4 1 133 fJ - f ' } _ , 23 y GUTTER PER SDRSD Z p C7 �� "�� ��- -) ` - - �. �� - - 2q 6'I ; ° , iu r{; :'� DAYLIGHT LINE 1 < { r '( i 'r v , ii �f 22�� �Q Jr..:.: {) _ -._ _......._.....,d._,._ }. _ - _ '. ._ :a:- ,.6' �_.II. ._ _.- -,.. _ � 7 _.- .,i�,��. r ! ti- DEMOLISH ,� NET EDGE OF s 41 1 I EXIST. fP C L 24' Off E1E i FL 1 >.'. 3G - EXISTS d' A.C` WATER r I iTiU TY%S _ INSTALL HYDRANT �' fI �?� 15 PAVEMENT 6 DRI 64 4 14 VEWAY PER SDRSD G-14 i i MAIN. PROTECT NV - PU CE ` 6 __ _ p ,JON B6 _ - _ _ _ .,�__. - 3 >q / FH MARKERS �y3� ES 3775 TR }- - - - ---- _ F�' r ` S i ce; Tn. 3 � -_ _� _._., ; A � - L''1 ?'.. T- r,p :'+. '�• x .j��:. G RELOCATE EXISTTNIG TVL.L. { {� / ,'{ ':4 [.+J ? ., /� J' � 7` .{� 1• .1. , :i.i � r .} , T Ii�L O BROW W ? 7f). PEDESTAL SOUTH OF NEW DR" fi BEGIN CY1R8 ; 321.,50 3. t ;, °6 g ,; 1 :t- A 5X DEMAUSH = _ .� COORDINATE M11H PACIFIC BELL A! GUTTER E.;`' STAL PAR SDR50 D- 75 � : '� 1 , !. _ _ :z.: K IE $ � � � OU57T 2 sP� _ ' i.,9�t _ 3.6 , EXISTING 1 5X _. 1 EXISTING TREE PRIOR To CONSTRUCTION. TC/EL 321. ,' `�` � ap ! © X1 3 382 • - - - - - h k , r - f y TYP _ - u - -- - i\ �� , '�� � DEJ AJSff TIM. N SHOWN) f i TB 336.84 3X FENCE _ 'L 1 I 6 Ql EXIST. 30' MIRE EASEMENT AND R1tIT WAY FAR PUBLIC ROAD i FL 32030 - i- _ �Ii .� _ - k ��2:.i '� , g _ CITY PARK PROPERTY LINE 89 53'00'W 17 .29' '� X cn' �,f d� EXIST. A C` x i.. y' ' I • - PURPOSES OVER AND ACROSS ROAD SURVEY N0 1135 ACACCORDING g 14 - x - - x - - x - x - x - - x - - "� �ROPOSED 15' �? PAVEMENT �; 6 TYPE A A BERM ; N T�Y ` -_ -_ G'C�J�.. ;, PER SDRSD G-5 _ ID MAP pV FILE M THE OFFICE OF THE COIIIVTY �IRVEYYX�' AND 1 - A' BASE �o / �G ♦ / 8 S1pVS� 6 TYPE CU TIER MATER EASEMENT li7 - AS GRANTED TO THE COUNTY OF SAN DIEGO BY DEED RECORDED t 1 , , 2 l� ;4t s (TIP WHERE MN I 6 MIRE MODIFIED TYPE A ;CURB (`Ai PER G- TC 327.7 ( r►r �- c r c �' ; 8 ( ) ,. EXIST. LOW ►_ CAUTION " MAY 2 1951 IN BOOK 4082 PAGE 249 OF OFFICIAL REGARDS SAN DJEGUITO z 4 - " CU`?�'�)J ?T , ` i DEMOLISH EXIST. WALL 1r: EXIST. 1 1/ GAS N � i PUNTER OUTLET PER SDRSD D-25 - _ A TER DISTRICT ��� .t n s 1 320 PER SECTION - 8` CONCRETE HAROSCAPE. 3.6X , >' ti i SERVICE TRACTOR , fER S�F'u? ^E , Nd9'4370 \ , ` j FALL ? (Z MST 25' WE EASEM FAR PUBLIC ROAD AND INCIDENTAL �� - _. 1 � . TO VERIFY. :� 15 i o I PURPOSES AS RESERVED BY INSTRUMENT REGARDED FEBRUARY DETAILS H 2 &-V-2 , _ � � I � ; � � _ � j�- �' _ 30.00 3 . . >3 , DEMOLISH END 6 1+ - r s 3 .�. Fi. ( 7, 1935 IN BOOK 380, PAGE 121 OF OFFICIAL RECORDS 320 60 / ► / AL TYPE T CON A EN . �l` = EXIST BROW A.0 BERM' 1 1 PER SDRS A .C. M - 10) _ _ _ _ ', - JI SE . s aTgH, g z ; I Al RAISED AODIAN'' END 6 TYPE _ (F 37 0 J - r - -� A.0 . OVER 4 CU ) ?� �_ n: (T)P INHERE SHOWN) PUNIER '15 �' ; © EXIST, 20' M W EASEMENT FOR PIPE LINE$ MGRES'S AND ! FIELD DETERI 1 0� WI �> �b ' 19 15 } , ' A C BE PER , SDRSD �� i X, ' _ ``' R1 B Sa ENGINEER'S 'R -V E' TS �., �'`' 3� { +. r ' ' 3 G-5 ,;- EGRESS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGUITO F C X = I (TY 1, r 3'; 1� ; i MiRfGATION DISTRICT, RECORDED JANUARY 19, 1989 AS FILE ' PICAL) 1 6X I S NO. 89- 030087 OF OFFICIAL RECORD _ �% 1, f.. r _ 1 #n VgLLEYBAL ' - r s� QEXIS . INCIDEN { .� , 2 _ '� x "- �x r _ _ � T ?O' MIKE EASEMENT FOR PUBIC ROAD AND 15 ' ` REM�VE' EX STING POWER PIXf 6- TYPE , PURPOSES AS RESERVED BY MS7RUMENT RECORDED FEBRUARY X Q 1 ' S..... G DETAI S 1, ': ( 7, 1935 IN BOOK 380, PAGE 121 OF OFFICIAL RECORDS ( PER SDR G- u { AND � UNDERGROUND EXIS �,. END 6 A C BERM y = . a O"HEAD NES THE ss �; �I ►e' , �-. '� fit, �. I rrV . _ SA nSEACnAM OF SD(f � . g 05 DUST 20' NOE EASEMENT AND RIGHT OF WAY FOR RAC ROAD (T1f P MN E SHO ) PERARCHITECT'S PLANS I i i i � i f ; �g _ t CAUnONII! SR PIPELINE DEMOLISH i - �' I ' 'L°� _ - { COORDINATE NTH SIXAaE � ; PURPOSM - •� aj X '. ?' EXIST. �,✓ I ,! t�V _ -_ - rn PRIOR Tit MORK UNDERGR64 � A C ; ;' u RESERVED BY INSTRUMENT REC MARCH 14, 1939 IN -BOOK 875 EXISTING WALL I N s : __. ! _ * UTILITIES. CON X33 .,: `° zq� a TC 320 I ' '� - t .. i fEXlS7TNG % CONSTRUCT PEDESTRIAN Tn VERIFY _ PMT 420 OF O.R.. • ';�'' "t� BROW RAMP PER SLSD G -27 6' CONCRETE CURB i S SD D-?5 CURB OUTLET k _ `' _ f g '�� r g 19 DITCH DEMOLISH , ,? 1 EXIST. EASE MEN IN FAVOR OF SOGAE BY MSTRJMENT RECORDED FL 319.64 v ^ g PER SDRSD G-1 EXISTING' MARCH 21, 1935 M BOOK 389, PAGE 152 OF OFFICIAL REGARDS 0 r a �- 6 TO 2 EA. RECORD ' J '� ` 19 ED MARCH 21, 1935 IN BOOK 389, - PAGE 153 OF O.R. Qom= 1.47 Cf5 j ' �o°' ` 32+j. 6 , „ g s ( ! d/ x r� WALL - I , „' MANIFOLD \,., "� I�, 0.9X 0.9 , B , eo � GAITER SD c '? z? i :I f : 4 36 'NOS' GRA 1E DRAIN �,C� ,�� C ,� �' �„ j "� (TfP NH SHOWN - ill (2)DM 10' M EASEMENT FOR PEE LME� ' 7f '; : r j ) ? iti '� • �� ,` UNOERt2t M CANDUI TS, MGRESS, MESS j ` 328.4 X ' cP 5 3.5X 2% G ;, F <' FU RE CITY PA K �� o , _ , AND INCIDENTAL PURPOSES IN FAVOR OF SDG&E 0 (1D , \_ d S r • - 65 TYp) .3 6 BY INSTRUMENT RECORDED OClrJ19ER 16, 19164 OVER PER �� �; `, 1110 3' CIA PVC SIDEWALK w ,� AS FILE NO. 189548 OF OFFICIAL RECORDS 10 BE QUITCY AIMED. NOSCAPING END - a .., .,� r 1 - UNDERORAIN PIPES PER i ` 6 l Z `'`` �' 15 ) M ' ' r I :; PLANS +r� NO TE.- �r I SDRSO D -27. lE 331.32 : P o ~ , �_. Bw X21 A C. is I I '• ®EXIST. 2' MIRE PRIVA EASEMENT AND RIGHT OF WAY FOR ROAD, `• r �S % <r.s - lA• , w PIPELINE AND INCIDENTAL PURPOSES AS RESERVED BY INSTRUMENT z a ! t =f: SEE LETTER OF /SSION .. , '� PLANTER 1.Z' 6 VT. PVC O� i� 04 8 - M( TC ' / - TO GRADE 0 DRAIN OFfSf1E 1X k REC . MARCH 14, 1939 IN BOO FL 319 ��' ;' \ FROM CITY OF EN N/TAS �' DIELII ,, r ; ,. _. ` N i �.3. ? e -- "'`� • :' EX/STIN PLA X IL TO �' 4, , r ( 9 5' MADE GE EASEMENT RISC. JUNE A 2000 A TED 6 t VA lYP 1 O SFI G ;�: 2 EL 33020 WALL ` 3,38.75 AS DOC NCI A 2000- 0302167 . CEE ORI A F OilSL! fL INSTALL , C - ;'E ' C'. vL. PER SDRSD G-1 , EXIST.' ' �' } �, do Y 338 25 36 LF. 6' 6 DIA. CATCH BASIN WALL �,'. ' �,8,� ' ARY OIN CON U ANE O CU I� D ACE W AlR1UM GRAZE BY 'IDS' AS DOC N - �► -� I' N 15' NNX PRfVATE SEINER EASEMENT REC. JUNE &_VO0 CURB d GUTTER s, # �X } ; _ / 6 X 6 CATCH BASIN s' I CI 2000- 0302168 PER G - 's ' I ": 32.3 RO SAND BAGS BA : ED I DEMQUST! ; REMOVE & RELOCATE W /PaY GRATE BY NOS' JRASH �W(XOSURf aft g ' ' 4 - !. ! f. A ND ALL CAT BASIN STA TYP - ' n "t - 744 GAS METER f25' I I' JOIN EXIST.•: '. ( ) 2 -3 0 .OX EXISTING i T + Y BROW !� R ' NORTH AF EXIST. TEMP NE � � PLANS CITIIECT'S 1C 31 9 Jr- , ° I , / ORARY EROSION CONTROL SAND BAGS TOO BAGS STAGGERED � � Z FL 319 37 `' \� ��, ? b• 1 '' , TCH �,�. 2X MET E R, PROPOSED EASEMEN 5,f ' AROUND ALL CATCH BASINS (TYP) f.5 CONCRETE MASONRY x.31.31 j 33C� -8h 4' 1H!(,7( (MIN) CONCRETE SIDEWALK OVER G •j . , f �E7fIS�AVG ,• I �SORSO CG4 ALL 3rr` 2 © 15' WE EASEMENT TO SAN DI EGUITO WATER DISTRICT. • SYCAMORE • pr,C 19 € 4 SAND MITH Na 3 BARS 0 24 0/C ' , TO REMAIN �.• -< i ; EACH WAY 0 AND -SLAB IEIGNT. CONCRETE 9 X 9 CATCH BASIN !� 6' PVT PVC 11X ` C A S DOC TEMPORARY ER09ON CON Mot. USE ON . +i IN-PLACE ENHANCEMENT & JOINTS PER ARCHITECT. SS EASEMENT RED. ROW SAND BAv�, TWO BAGS HIGH, STAGGERED '`; 1 2, 5'' ^ %( Y sr a._ PROPERTY LINE WALK `� i PT• l c ` (rYP WHERE .910M) I) BY 7�S' ALONG RIGHT -OF -WAY FRONTAGE (TYPICAL)' ` * L1 N0077'00"� 25.00 3 _ 00 00 . I !� AS DOC NO FAR THE BENEFIT OF i 't L2 N89'43 "W 21. r' - _ 1.8 TC 319 BD I 3 ;, _�- ,. y C ,,, �' T <. _°_ ` ., F L 4.2X ? �- E INSTALL fL 31930 4:P; r f' ,_ - ``' I 3�: ! ?" L.F SPECIAL NO 6' 4F 'G' it ) ,j ; R' l �' / DEAIdJSFf EXISTIN CONCRETE 23 n . ' ; ; ; `s " ''1 10 ' 1 ' _ TES CURB 0 GUTTER I i 1 H DSCAPE A PAVEMENT I �_ f Y „' ?i `dG 44:�Dr t -f�i 52: / 6 / P STAIR TOWER ti PER SORS O G­2 t . 1 c � I ,�� 1 OW DUITCH, BASIN COIN STEPS 1 PRIOR TO CONSTRUCTION, CONIRAC70R TO DEMOLISH /, EXISTING BUILDING t l I ~ ?,, STRIPING DETAILS - �, . EXISTING Jai EXIST. CURB ; / .: 7 PLAY AREA AND STORM DR N. 09 TO REMAIN Q I�ER RSD M -26 I 3rd 2 BUT NOT LIMITED T0.• ASPHALT 0 t. • , : � ; • � ,. PER ARCHITECTS �, TC 59 ; , , o � M/PROVEMENTS INCLUDING, DEMOLISH OC.iDEMOLISH 007 MG � . PLAY AREA , DRAINAGE TO MCLUOE � PUNS / - ; :6, X CONCRETE PA VEMENT, NA" DRAINAGE FApLl1lE5; FEN( ' CONCRETE DRIVEWAY'= . j 4 mm NPDES BAST MANAGEMENT I'RAC / - z i TREES 0 LANDSCAPING PER THIS PUN. . y; . / t�6 CONSTRUCT PEDESTRIAN RAMP PER LANDSCAPE ARCHITECTS PUNS r r� ; 5 4 ' CNAIWLIMK 3r x. i� r _ it f 6 TYP G' CURB 0 ' PER MODIFIED SDR50 G -27. (') j' 2 BOTTOM MMtl ELEYA SHOWN HEREON MAY VARY OtING FENCE f �, r - GUTTER PER SDRSD 1�._ PROTECT EXISTING I C� MAX SLOPE OF SIDE FLAIRS 1 :12 At �1 2 V ROOKS' CATCH �ok �'.':, 2 (TYP WERE SHOWN) ° EARTH BLADED I CHAIN L a • ''.` 1D SAIL ENGINEERS FIELD TESTS 0 f " CON STRUCTION DUE 6 PVC PIPE BAN 1/STEEL AIE `� D SH DaSTTNG f - APPROX. LOCATION A T. 4 SEWER. SWALE FENCE M PUCE RECOMMENDATANS 60 Ef. 0 1.0% ,26.6 � , T .; .. __. , .. . _ VEIN T 0 BASE s.; . O k CONTRACTOR TO VERIFY PRIOR TO I j A EN 3. WALL DRAMS TO BE CONNECTED TO PR/VA 1E STORM DRAM Q 1C 319.72 � ;� �.: _ • .1 . • - '`' a, • � T ` 3 CONSTRUCTION. MAINTAIN 36' C'0VE1'R = _ (FL 319.22)