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1997-5293 G (Plans) CITY OF ENCINITAS TIVI, 89 WORK TO BE DONE 60' PUBLIC GENERAL UTILITY ESMT. - -- - - THE IMPROVEMEN FS CONSIST OF THE FOLLOWING WORK TO BE DONE 40 ' ACCORDING TO THIS PLAN AND THE SPECIFICATIONS AND THE REGIONAL STANDARD DRAWINGS OF THE COUNTY OF SAN DIEGO. 10 22.5' 17. ce 10 u N 32' `- -- STANDARD SPECIFICATIONS A& 11100111k 1.5' 2r - -? '' -- 16' 2 .— STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1994 EDITION) INCLUDING THE 1994 REGIONAL SUPPLEMENTAL AMENDMENTS. 2 r 2' MIN. S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS � J r cn ITEM S. D. R. S. D. SYMBOL LC .1 2% 2� c am,` NO r '11 _ 4 BROW DITCH D -75' FILL SLOPE (2:1 MAX.) STRUCTURAL SECTION CONC. SIDEWALK PER SOILS ENGINEER CUT SLOPE (2:1 MAX.). PER G -7 (4" AC /6" AB MIN,) ROLLED CURB I SHORt�lG RETAINING WALL SEE PER SDRSD G - PROP -ED DRAINAGE SWALE ° PRIVATE STORM DRAIN - = - TYPICAL. SECTION CURB INLET (L =5') D -2 t - INTERIOR STREETS (PRIVATE) SCALE 1" = 10' AREA DRAIN (CB TYPE F) D -7 L -�- -� SHEET 3, 6 CURB OUTLET D -25 STORM DRAIN CLEANOUT (TYPE A) D--9 - HEADWALL D -34 1_. !- - -(PVT) � -�_ ------ ._._____. RIP RAP ENERGY D -40 6'X'X2.4' 1/4 TON T)� 20 _ 28' _ _ -- - -: °J- __ e �` DISSIPATOR W/ SUPAC 12NP FILTER UNLESS SHOWN OTHERWISE 2 - 10 -- - -- 1$ -- 10 s -- - -- I IS - SILT FENCE - x I I ( ^ �' 14 13 14 11 IO SAND BAGS „`% 2rf -_5 5 - r. HEET � PV)SETTLEMENT MONUMENT DETAIL SHT. 9 SUBDRAIN DETAIL SHT. 9 PCC SIDEWALK 19 a 16 G 6 "TYPE "A" STRUCTURAL SECTION - 6" TYPE "" _ _ - — — _ ___ _ LEGEND AC BERM PER SOILS ENGINEER (4" AC /6" AB MIN.) CURB & GUTTER - _ SHEET 5, 8 , 7 PROPERTY LINE-- .. -^- WARWICK AVENUE EXISTING CONTOUR -~ 230 TYPICAL SECTION (PUBLIC) PROPOSED CONTOURS -µ-- -- 230 SCALE 1 = 10' KEY M LIMIT OF GRADING . SCALE: 1" 200' DAYLIGHT LINE D>;.GL.A%:..!- aTtc�r�l G�" I��vPC>r1StF3L.� GNARC�E _�.•.. -. KEY MAP LEGEND SYMBOL LOT LINE i HERE DEGL uR -rH a°t l AM THE v4c�lzK PROPERTY LINE Fc7R "["Hl3 PROJECT �~C Nt�11Nl� WITH ®O/�l t0 -31.00 ' SUBDIVISION BOUNDARY - - -- LOT LINE ENCINITAS BLVD NOTE: 101B //00 - - - -- -° _ - - - - -- ALL CONSTRUCTION TRAFFIC MUST ACCESS SITE FROM 5A \P L G. E,tzc� rN oa�� 1 LOT NUMBER 5 � SANTA FE DRIVE, NO R.G. E_ NO. 23G;oo EXP1t2ES t2 31 O1 NOTE: CONSTRUCTION RUBENSTEIN OR WARWICK A SEWER (PUBLIC) �._S —� ACCESS ACCESS IS PERMITTED, SEE IMPROVEMENT PLAN 5293 -1 WATER (PUBLIC) - - - - - W - -- c I`' FOR PUBLIC AND PRIVATE STREETS, PROJECT 0 €L� AND PUBLIC UTILITIES. STORM DRAIN (PUBLIC) (PVT) �, SITE 0 �' ' SANTA FE DR e. - - -- -- - IV >. •' C n, p < I ... J'9 J t I� ro La I P � g� I �r 1 . & A S S 0 ( r , 'a li.l y JE A4�,y�. AUEWICK A CaliforniaCorporations UJu COM C SERVICES I T' m t r NF %3x319 � \ ROSSINI DR. Corporate Office: 760.942.5147 (1) ARDIFF SANITATION DIST. ENCINITAS FIRE DEPT. SAN DIEGUI.O W ATER DIST. a 605 Third Street Fox 760.942.99 0930/03 C77 Flvc "'� VICINITY MAPZ HAUL. ROUTS Encinitas, CA 92024 C) << BY: t -„". DATE R�tr1f I SYMBOL SHOWN ON PLAN ct N.I.S 0 9 00 1 - 117 4 , BY: M / 711 B DATE: I a � APPROVAL EXPIRES 2 YEARS FROM DATE S C 111 DRAWN BY Ct:_CKLD nY „F CCIMNIu "ITY $ - r-VIC S -. ,_.... - 'i:' -o REVISIONS APPROVED DATE REFEREN 5 DATE !A BENCHMARK SCALE E d3Gpr APPROVALS CITY O� rT F r � CINITAS ENGINE DEPARTMEN , DRAWING NO. . w_ t REVI RET. WAL LS - 54.34 #5 DESCRIPTION: COUNTY OF SAN DIED BENCH ARK 1. D At?D s crLiN� BAStrt ° G M PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VE` GRADING PLAN FOR: �o sRo nl-ru1 'rte =r. wa'L"�PA��.I LOCATION: FLOWLINE OF SEWER A f SOMMERSET AVENUE HORIZONTAL 1 " =40' - 10 - �p �� v //`'�� � 4, rte. DATE: AND SHEFFIELD AVENUE Z, r ,�- ! � DATE. BY. X6 �d - BY. 5293' V r_, 4 ELV.SD Sh 5� 5 AOO SH.II Q }�Q n DIEGO VERTICAL CONTROL /p� CARD o RECORD FROM. COUNTY OF SAN � -!Y= R.C.E. NO, 34 14 r zAu wa > , H. L26Y. VERTICAL N/A DATE: 4 / 1 7/ do DATE. 5 r ', - 41 VERTICAL CONTROL s`(r 1 rEE 4 - Ci STEVEN J. BARGER - o a __._ EXP. 9 -30 -03 ELEVATION: 173.25 DATUM: U.S.C. & G.S. WORK PROJECT NO, TM 89-229 SHLET i (J 14 i Ple59 3 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN ENVIRONMENTAL DATA - THE STANDARD SPECIFICATION'S FOR PUBLIC WORKS FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK PLACE AT THE END EACH WORKING DAY WHEN FIVE (5) CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT DAY RAIN PROBABILTY FORECAST EXCEEDS FORTY PERCENT 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 100 % (1:1} CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL TO REJECTION AND REMOVAL. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM EACH RAINFALL. 2) MAXIMUM VERTICAL DEPTH OF CUT = 14' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY GRADING NOTES REQUEST FOR INSPECTION. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 3) MAXIMUM VERTICAL DEPTH OF FILL = 13' O R 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED EFFECTIVE COVERAGE OF GRADED SLOPES (90 % COVERAGE) PRIOR PUBLIC ESM'T 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 4) AVERAGE DEPTH OF CUT = 5' PER MAP ROSSIN +I PARKVIEW SUBDIVISION, ENCINITAS, CA." DATED SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION FENCING PER - S 1 OCTOBER 26, 1999 AND UPDATE REPORT DATED NOVEMBER COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK 5) AVERAGE DEPTH OF FILL = 5' LANDSCAPE PLAN VARIES PER 1999 PREPARED BY SHEPARDSbN ENGINEERING SHALL B£ TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. LANDSCAPE PAD' PAD ELEV CONSIDERED A PART OF THIS GRADING PLAN. ALL GRADING SHALL AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. EARTHWORK: E LEV BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL HYDROSEED NOTES 207 SPECIFICATIONS OF SAID REPORT. STATE THAT OBSERVATIONS UT = 58,000 -ONS AND TESTS WERE MADE BY HIM /HER C.Y. ' OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN FILL = 58,000 C.Y. 4" PCG SIDEW,41 K LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THEY ARE: WTHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE REMEDIAL = 38,000 C.Y. FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT FOR THEIR INTENDED USE. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. PLANS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IMPO RT EXPORT = 0 C.Y. TYPIC TRAIL DE T AIL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT OWNER'S CERTIFICATE SCALE � -� : 1" = 1D' PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO ENGINEER. I WE ( ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE AND STABILITY OF THE SITE. CONTROL MEASURES HAVE BEEN INSTALLED. HYDROSEEDED GROWTH. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 3. EROSION CONTROL ON SLOPES SHALL BE MITIGATED BY INSTALLING .� ....,, DATE: /- Z ZO'o 4 -a RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 3. ALL AREAS T O BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD LANDSCAPING AS PER APPROVED LANDSCAPE PLANS AS REQUIRED JAMES L. PARISIC, PRESIDENT OR A LICENSED LAND SURVEYOR. BY THE DEVELOPMENT REVIEW CONDITIONS, OR BY TEMPORARY SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE EROSION CONTROL CONFORMING TO THE FOLLOWING: BRANDYWINE DEVELOPMENT CORPORATION 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 340 SOUTH FLOWER STREET SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE SURFACE UPON WHICH THE FILL IS TO B£ PLACED.' LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM LBS. ACRE %PURITYL %GERMINATIO SEED SPECIES ORANGE, CA 92668 FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 611 AND THEN COMPACTED TO A MINIMUM 4 98/80 ALYSSUM "ROYAL CARPET" DECLARATION OF RESPONSIBLE CHARGE WITHIN ONE -HALF (1/2) OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 8 90/80 ATRIPLEX SEMIBACCATA 8. GRADING AND EQUIPMENT OPERATING (f ) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS t. F A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 4 40/60 ENCELIk O L TZI ORNICA 2 MILE 0 , ACCORDANCE WITH SPECIFICATIONS. 4 98/75 L O T US OLTZIA CALIFORNICA PROJECT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN -' 4" CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7:30 A.M. 6 90/60 LOTUS SCOPARIUS OF THE PROJECT AS DEFINED IN SECTION 67703 OF THE BUSINESS f-- PAD NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 1" ELEV 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 4 98/85 LUPINUS SUCCULENTUS - GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CURRENT STANDARDS. PAD 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 10 98/75 PLANTAGO INSULARIS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED ELEV MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECI- Ir'' PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 40 LB'S. /ACRE TOTAL FICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW - 2" X 4' IN BERM GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CITY AT LEAST 48 HOURS IN CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 5. HYDROSEED SLURRY MIX: ONLY AND DOES NOT RELIEVE ME, DESIGN. ENGINEER OF WORK, OF MY 90 % RC SHALL BE SCHEDULED WITH THE CI RESP'ONStBILITIES FOR PROJECT DESIG � d ADVANCE BY CALLING (760) 633 -2770. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND k *UNLESS SHOWN OTHERWISE DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE A. SE£DM1X - AT INDICATED LBS. /ACRE IN 4 ABOVE. W 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER B. MULCH - VIRGIN WOOD CELLULOSE IEBERMULCH ®2500 LBS./ BY: ��tu�..�� "`�'�-� DATE: / -Zrr• z'000 SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY . ACRE STEVEN J. BARGER 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL TYPICAL TOP O F SLOPE DETAIL ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL R.C.E. 34318 COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED - v ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE C. FERTILIZER - (0 -45 -0) SUPER PHOSPHATE PLUS 19 %SOIL SCALE: 1" = 10' THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND SULFUR 0 250 LBS. /ACRE. SOILS ENGINEER'S CERTIFICATE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL I /AM ELL /S A REGISTERED CIVIL ENGINEER IN OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS D. FERTILIZER - (38 -0 -0) UREA FORMALDEHYDE @ 50 LBS. /ACRE W /LL PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE SUCH MATERIAL. E. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5293 -G IN UNOPENED CONTAINERS WITH THE CALIFORNIA SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE EROSION CONTROL NOTES DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ATTACHED TO, OR PRINTED ON SAID CONTAINERS. THE DATES OCTOBER 1989 AND NOVEMBER 1999. ONE COMPLETE COPY AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OF THE SOILS REPORT COMPILED FROM THIS STUAY -1 WITH MY DATE AND SIGNATURE Of THE CIVIL ENGINEER WHO CERTIFIES SUCH JIM BARISIC AT (714) 634 -3839. F. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE GRADING OPERATION. HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 6. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE NOTIFICATIONS GRADING PLANS AND SPECIFICATIONS. ALL NECESSARY MATERIALS SHALL BE STOCKPILED AN SITE HYDROSEEDING BY: THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION AND STRUCTURES SHOWN -ON THESE PLANS WERE OBTAINED OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A .v% BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR p Rp 0 E KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT IS SHOWN COMBINATION OF: �o��p E. F 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ON THESE PLANS, HOWEVER: WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1. TRACK WALKING SLOPES STEEPER THAN 6:1. SIGNED: No. 293 �� ,��" �-' t ��� WILLIAM E. ELLIS tes GE N0. 293 0 d Ct THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A *. 0 O tECNN \l %3a/oI N C' �* � � MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ABOVE. OF CND LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. EXP. DATE: 09 - -01 c° TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PLANTING BY: C LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER ° o bF WORK: DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A C tf3 Q CIRCUMSTANCES WHICH MAY ARISE. DAMP BUT NOT SATURATED SEED BED. LEGAL DESCRIPTION PORTION OF THE NORTHWEST QUARTER OF SECTION 22 cC I Cr TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO A. SEWERS - CSD (760) 633 -2770 �_ "n 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, MERfDAN, IN THE COUNTY OF SAN DIEGO, STATE OF �' } I B. GAS & ELECTRIC - SDG &E (800) 422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CALIFORNIA. U cU L-s AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITIONS FOR GROWTH. " " Ltj A.P.N.- 260- 650 - 2,5,6,7 & 260- 082 -19 - ro C. WATER - SDWD (760) 633 -2848 CONDITION. 4 " 7. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A p�oFESSION _ � z� lyi w SITE ADDRESS WESTERLY TERMINUS OF WARWICK AVENUE, D. TELEPHONE - (800) 422 -4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY ENCINITAS, CA. ,`�� c i ~ �V�LT A 7 S O C I A T E S w GRADING PLAN SHALL BE INCORPORATED HEREON. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE �' m C z� t° PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED No. 34318 A Calif o r n i a C O T g o 7 anon U) < E. CABLE TV (800) 422 -4133 0 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST AND ALL SECURITY RELEASED. RECORD DRAWING * E� RCEq Res * 9 '` 519 DATE �'� 0 C os /3o /o3 P - Corporate Office: 760.942.5147 Q THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO �9 CIV DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION N 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 REPRESENT CONDITIONS UPON COMPLETION OF CONSTRUCTION. OF CR4F� APPROVED fi05 Third S#rBB# fax 760.942.9976 re OF EACH WORK DAY. WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION CITY ENGINEER DATE Ic HOURS PRIOR TO BEGINNING ANY WORK dN TH'IS PROJECT. FURNISHED TO THE ENGINEER PERTAINING TO CHANGES MADE Encinitas, CA 92024 I` v. DURING CONSTRUCTION a PHONE: (760) 633 -2770. In 0 V N APPROVALS C ITY ENCINIT °� °�'�',�"a �'p°'(� °� p� DEPARTMENT °q��A ® ®p� g�,�/� �g DRAWN BY CHECKED BY �. CITY .k.. ENGINE TIMI T 'Ia9t JG..®JC�B ART E T DfSAY7��NG NO. REVISIONS APPROVED DATE REFERENCES DATE BE SCALE q5 -BU /LT DESCRIPTION COUNTY of SAN DISCO BENCH MARk PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AF'P VE GRADING PLAN FOP,: LOCATION: FLOWIJNE OF SEWER AT SOMMERSET AVENUE HORIZONAI 1 " =40' DATE: 10 -9 9 BY: 4 BY: .i Imo` r 52 3 SHEFFIELD AVENUE �� CAL DATE: P _ DATE: 3 22t AND SHE R.C.E. NO. 34314 - 9 RECORD FROM: COUNTY Of SAN DIEGO VERTICAL CONTROL VERTI N/A VERTICAL CONTROL STEVEN J. BARGER EXP. 9 -30 -03 WORK PROJECT NO. TM 8 ? SHEET 2 0! ` 14 ELEVATION: 173.25 DATUM: U.S.C. & G,S. n4A SHORING WAL SCHED _ ._, � _. WALL HT. BEAM SIZE EMBEDMENT CAISSON DEPTH DIA. - 10' -12" W16X36 H,r 13' 24 . --- W --'" - V -10' W1 2X26 N,s 10, 24., ....�+„ r" .. y,1 6' -8` W10X22H,a 9 1 18 ,. «w 4' w8xl < 4' W8x18 HS 5' 18,> W " TTER OF NOTE: 5EAM SHALL R;,& COATED WITH RM1SSION TO G DEVOE 1° p kflZAl� l 771Fh13 D4 D Z Pt4,RT EPDXY PAINT. LEAN I i CONCRETE BE PER A t � t� . SCHEDULE G> , r r 3 - 14406 2 260- 650 -01 60- 084 - � � 26 0$4 -14 e _� 1 2 LAGGING , 260W0 8404 ING - up ` � , r SUBDIVISION 26o— Db4 -17 —06 r, 2 +r 4 _. �� nn-1- �O I ,' ' BOUNDARY TYPICAL LAGGING DETAIL X60-' l 17$- T w �� q" _084 -16 260 -084 t O Ram/ F 260 I �, / 0.5���tEl�c +S.I Nc»T 1�i��INC� , , V • I ), a f2>✓55UfZ I ( I k p 'TQ 178 0 TW t -.� �1 � �' 6 hT C7 . ,, �I � i `.. �,7 � i , , �� ', � 172.Q..PaW- � �� i,,< „ -..• ., v _._. CUT BEAM a , w a SllBDI I` ? TYPE GPI ._ AT TO HIDE , _! w , U t�,Y BOLL A RI I ., _.., r .. =�: J REAR FLANGE ' x• 3 1 . , M 17.G Mm i k I 17 .O 260-084 rq, _ - 17 260 - 084 -T`7 , ca u a,,..� 2% -. 2 PVG w 3 X 12 :; � , 4 � ; , �'” w w._ �, L _ a �y 'M;' LAGGING LEAN GRADING LIMITS d 9 {.. _,„ .. 1. y ° 4J C5 , CONCREI E SUBDIVISION _ . �� � , , ^, ,, '' ., >r . . - ,.., ..--; _. . -.�- -° . ,�..,,. -- � �.,. w E w,:, ,. _� Iti o , ti � l O, 1 / - SOLDIER BEAM 2 BOUNDARY v 2 �.: . , _ w PER SCHEDULE F. G. 0 8'-0" O/C 4 � O� / 6 6 6 1 6 IZ� _._. -- ----•« .w- ' , ' "`~ � �/ � �6 0 0 3 .S �.., 1 '�/ d PAO =f64.(i' 20.902 SQ.FT, .._ -• :,.+'s...Y_^"". =r, 'per.. 4 ... ;: . , . ". ' h I Q ; I �...�,,, i N 4 . S } A f8 6 � , LJ 16 „304 SG1F7 , I z X Lu 61 50' A 1 4 1 cb 10 _. _ - - 5? 4.83% Ljj o X0,$9 - - „,. 22 I A - w r lao g sr Ct l cn DIv % SQ.FT. ( CAISSON DIA. 0,297. oaf., mow. . \� 156. B + 3.37 d, _ ; ,. QO i ry ED S I , �� w h PER SCH f'c = 3000 p si ` 4 +00 3. �( +O0 o m p j O �y M ✓ iw TYPICAL WALL SECTIO ` r... t� _ � .�-- '"rte °` .,� , .� + .f \ tin ✓ - - - a N 79;3715” SC1� � ` .._._ - - - - -- — � �• t6o I - o (�� �L- T�MI��I�J�1 t SflC)ic'ItJ� K'�IAlhiih�i�I W�Lt_ CIL, 50 F t _ _ - ) I .,' �, A I, hi , I > . r , r 10 _ - i - _ CY PtF _ Wf5 PR1C t2A/P f %LTA �3Cr4NK�'T' x - -- - -_ "`, I `� B -. -fi?h .OG At OPEN / _..s LOT r.. ; c'V P`' SPACE C14 0) N F SEE SHEET �p 5� rk F.�ee *. C1 t57 EASE ENT NOTES NOTE: � 00/30/03 ¢�� < . FOR PRIVATE DRAINAGE AND PUBLIC UTILITY 4 A WATER ASEMENT TO SAN DIEGUITO WATER X Q DEED RESTRICTED BUFFER AREA TO CALIFORNIA CALIFORNA PUBLIC PEDESTRIAN EE ACCESS EASEMENT GRANTED EASEMENTS REFER TO THE FINAL MAP. S ____.___ _._. ------- ...__ ` _ z DISTRICT PER FINAL MAP COASTAL COMMISSION REC. 2 - -00 AS DOG. N0. TO T 2000 - 0096005 O.R. S HEET CITY OF ENCINITAS PER FINAL MAP SHEET N0. 5 FOR STORM DRANK PROFILES. W Lt- PUBLIC SEWER AND ACCESS EASEMENT TO PRIVATE STORM DRAIN EASEMENT FOR THE BENEFIT 7 S x CARDIFF SANITATION DISTRICT PER FINAL MAP � DEED RESTRICTED WETLANDS AREA TO CALIFORNIA OF THE HOMEOWNER'S ASSOCIATION RESERVED A S S 0 C I A P E L� & COASTAL COMMISSION REC. 2- -25 -00 AS DOG. NO. PER FINAL MAP 80 - tv � PUBLIC U'T'ILITY EASEMENT PER FINAL MAP 2000 - 0096005, O.R. 40 0 40 A C a i i f o r n i a C a r P o r a t i o n f D PUBLIC STORM DRAIN EASEMENT TO THE CITY OF Corporate Office: 760.942.5147 t17 �' AREA RESERVED FOR CONSTRUCTION AND GRAPHIC SCALE IN INCH 40 (' IFJ FEET) Encinitas, CA 52424 605 Third Street Fax 160.542.9976 t c;� ENCINITAS PER FINAL MAP MAINTENANCE OF PRIVATE ROAD, BRIDGE AND = APPURTENANCES RESERVED BY DOC. REC. 2 -25 -00 0 N AS DOG. NQ. 201;,0- 0096005, O.R. f 0 w REVISIONS APPROVED DATE REFERENCES DATE DR AWN BY c rcKF - BENCHMARK SCALD CfJMMUNITY SERVICES DEPT. o av tU 1 ,.,...��.� 1 APPROVALS !ZEV6SE R>= T �.,Iwin1� WAw�� 2 _ DESCRIPTICN: COUNTY aF SAN DI CITY OF ENCINITAS EN�r V N I EER D E EGO BENCH MARK ° E ” G D� DRAWING N�. PA L �V. LOT 15 PLANS PREP 14 RED UIV[3,:. THE SU PERVISION OF RECOM APP VEC1, GRADING PLAN FOR:... � LOCATION. FLDWLINE OF SEWER AT SadMERSET AVENUE HORIZONTAL 1 'g40' J � S.D.. a 23 ._._ 10 -99 I ..,, .� - - �- AND SHEFOELD AVENUE DATE: BY: BY: Cj ADD RE WALL LOT ZCP U - RECORD FROM: COUNTY OC SAN DIEGO VERTICAL CONTROL VERTICAL N/A � � R.C.E. NO. 34314 ' 5293" - " V "� _ - ---- VER?rCAL icr -TROL BY: STEVEN J. DATE: �J� DATE: ed ELEVATION: 173.25 DATUM: U.S.C. G.S. �`� yet!c��3 _ DATE:. EXP. 9 -30 -0 3 & _ WORK PROJECT NO. TM 89 -'229 � SHEET 3 01`14' MM �q r SEE SHEET CAL OP ACE w� 140 ( r / - / i ° r T n r GRAIN DGTALL_ L f "_ « .:' _ „mss n ,_,,.. p I 280 V. �w�� ..>~ - 850 --01 z I 5 , __ _ _. G SE IM.PROtIEMENT :. �- _ /'- � _ -- -. _. -- >~._ „� -� ,,,,� ; __ -. : -,� .,. � � PLAN 5293-1 FOR d I s UQRM DRAIN. /t+ 150 rn 1 I _ - r"t ,, I W.M /'"/ .,r,.. � ._- '1._,..f . /t4•�n ....., tk1 : :.. ,.- -. -... ,,. ._.,.... .I .. -.... —._.. ` \ � -. ” ",_,_ w,,;;.. -. 4. °M.. y ._ h\n y 1 12 . _ _ .� 2 PAD- 166,0' 426 SaF P,�C1�°t`6c5 - g r P y _ I 18,T. PAD= 15:5 +�.. 0 0 0 S 0 16,624 SQ.F T. 140, o °ate tt 1§ '—p too ©.5) YS,ODO SQ.FT. \ 15,b34'S :Fr ,,,.a* •i _._ .. I4Yn':85. � 4- P6RF. PVG r .S � � ' t 1 ''"",.^`, •...,., ,.. rY _ � _.._ _. _. _ VAf21 cp _- _ ' _ _ ''' ,AIL SlGN:_- STAP c �.. _ C) I Y E o M 54 DO _ 0 M '.__ t,w; Ct t " — - a �_ , VAR E -�•� -- ». �{ -7 �` I ., I PADS =1$8.0 _ W f8 SQ.FT nH cy f �, o y 1 PVT rn _ "- SEWER LATERAL � ..,,,. .- •.. -..rl SEA TYPICAL TOP \ _ » .. � PVT SfWE LAT. C.1 y EASE MENT R "a " U "� „ .. ,••,, ..,, PlE T FOR I . \ cr- OF SLOPE DETAIL c� C3 / `S , 3• APN -260- 181 - <7 ,,. EASEMEN FOR n PAD 1.7,0.0 + - 1 v: rS�C .,, 62 , ( _ _ SHT. 2 17 5 : f L ._ x- .,,,� „ I v> APN 260 181 . -61 ., 238 �? � �'"*” t z / ;v I .•" PAD 157I ,. PAD lGl. I d 4 F ui ` PAD= 153.0 15,134 S F .:1t93 6 SQ :' 'PAD =165 0 a 5 , �3 ' w 17, �7J SO f`7 © f h m . 0 5, 013 SQ. o PAII= PAD ..• m gg-r� ;PG. a 0 hF3 :75 TW156.1 oon� ©j � `s, �� � cA� I � � o �i � 15049 SQF v m • ss . a O , b? A m m 16, 229 Sf) FT.� ## 3 ., ,r 1 S �'' ' , �s�! b, +s• b , .�• . ` � ??� s o � � � i .a . p _ ,, ,� AD . ( "T - v J 4 Q,O � 6 I h 0 1 a p . r 1 014 I p ,� 3 , - i ?? a• 4tr .�, a ' �J '.. .,• � : ».. S I '. .x a h -. <Sf » SU � � _ ., , cv sn 6 15`k Qo o - DRAIN a 1 t i, 17 13 /. 3 1 i 0 VE EXISTIN W 4 SUBDRAI W _. .. .-: __._ `...,_, 0 , .• +� SUB AtN; , _., -,--- r TYPICAL » .. 4 SU A - R .IN u. _ ,,.. , s ..- . �• 170 _ _ - - _ v ._. - 1 : .. 80 9*» Ca u7 RAW w - 7 __, .. ,.... .. .- o UO 3711E 1 '19 ♦3 � 4''4 �.- ...,..,.,.»....,,_ - .:...♦....._ ,»w, _ ca 8 _ ._ fib 'UBDRAtN ,' . »�`^- r J'' c.,. i .._..! m. EASEMEN N n 9a c r v �#OVE SHED 4 SUBDRAIN I - _. m. -,. -.' , N00'371 1"`f .. 131 38 a P , . _ G G. r 260 -18' 77 ,{ r 4 g 1 ®� 8 PVT EWER LATERAL ' x 260- 181 -82 260- 181 -61 260 °181 -56 4 ' "\ 260- 181• -64 ~� r�, c� �`� •� EASEMENT FOR APN S G F ( CI JI ` — fl — Y @ py I y ri.) I -r riD J �2i-9 - - ---_ p '260-181-48 260 - -181 -78 t - . ri �a) r SEE IMPROVEMENT PLANS 6f 5293 -1 FOR WARWICK r`s AVENUE IMPROVEMENTS. s '? SEE FINAL MAP FOR ROAD I 51 u:f DEDICATION. N 0 0 Espkos No. 39318 � C) 09j30/03 0 E , q �i *pig r� o I i l d QD 4w, S E Raa� T T.E dwF a,. Ln A WATER EASEMENT TO SAN DIEGUITO WATER E DEED RESTRICTED BUFFER AREA TO CALIFORNIA H PUBLIC PEDESTRIAN ACCESS EASEMENT GRANTED Ckj DISTRICT PER FINAL MAP COASTAL COMMISSION REG. 2-- 25•-00 AS DOC. NQ. � TO THE CITY OF ENCINITAS PER FINAL MAP NOTE: � 100 YEAR INUNDATION LIMITS Ld w 2000 -- 0096005, O.R. PUBLIC SEWER AND ACCESS EASEMENT TO PRIVATE STORM DRAIN EASEMENT FOR THE BENEFIT w 0 C I A T E 5 _ ENCUMBER BIOLOGICAL OPEN SPACE I & A S CARDIFF SANITATION DISTRICT PER FINIAL MAP �F DEED RESTRICTED WETLANDS AREA TO CALIFORNIA OF THE HOMEOWNERS ASSOCIATION RESERVED w 1r COASTAL COMMISSION REC. 2 -25 -00 AS DOC. NO. PER FINAL MAP REFER TO FINAL MAP FOR NON -TITLE 40 0 40 80 A C ali fo rnia Corporation X PUBLIC UTILITY EASEMENT PER FINAL MAP 2000 - 0096005, O.R. INFORMATION. Corporate Office: 760.942.5147 V) d� PUBLIC STORM DRAIN EASEMENT TO THE CITY OF AREA RESERVED FOR CONSTRUCTION AND GRAPHIC SCALE (IN FEET) 605 Thind Street Fax 760.942.9976 0 o Go ° F = ' Encinitas, CA 92024'' �IVCINITAS PER FINAL MAP MAINTENANCE OF PRIVATE ROAD, BRIDGE AND 1 INCH 40 APPURTENANCES RESERVED BY DOC. REC. 2 - 25 - 00 Cj AS DOC. NO. 2000 - 0096005, O ♦R. «7 C.) cL? F" DRAWN 6Y CHECKED HY :w REWSIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY SERVICES DEPT. APPROVA V Q Q8 SJ9 R A CITY OF ElCINITA ENGINEERING DEPARTMENT t,FtAWING NQ. W EV 9E RIFT. WAL URA lr; R I s� o ®ESGRIFTla9, COUNTY OF SAN DIEGO LENCH MARK PLANS PREPARED UNDER THE SUPERVISION OF' RECOMMENDED APP VE ° GRADING FLAN FOR: A REVS PAT E e N LOCATION: FLOMJNE OF SENOR AT SOMMERSET AVENUE HORIZONTAL 1 " - 40' 1 -99 Y: +y(� •l, v AND SHEFFIELD AVENUE DATE _ B _ BY, � 5293— <! 5 ADD SU6pRpInL, zL VVA.0 S u U - 4 m m - RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL VERTICAL N A ' -'-' C - R.C.E. NO . 34314 DATE: DATE: I"�• AD MEN _ ` ✓ERTICAL CONTROL BY: _ DATE: _ STEVEN J. BARGER EXP, 0 30 -03 A _._ ___ SHEET 4 0 14 • ELEVATION: 173.75 DATUM;. U.S.C. & G.S. WORK PROJECT N TM 8 229 �5 F=) r✓ 3+ �+ + F- SRO Di :, °- 2 - 4 - BACK STREET �r P v A 18" RCP 32.E 0'� 1 RCP `o to FINISH GRADE - - - SECTION A - A X / 160 NOTE: (EXIST_ UME.D DITCH) SEE IMPROVEMENT PLANS FOR BRIDGE � � "e % �`""" DN =0.4' 12" MIN. - ' - CONSTRUCTION AND DETAILS. SEE �o — — —, =D•4, CLEARANCE -- 150 FINAL MAP FOR PRIVATE DRAINAGE, rrzaNSt for i q Cv U) 0 m 4100 = 2.4 CFS � � t PUBLIC UTILITY EASEMENTS, AND 100 " V1oc = 6.2 FPS w SEE SHEET YEAR INUNDATION WITHIN BIOLOGICAL DETAT s. /� " -- In � � � REMOVE G.B± LF 4100 = 3.3 CFS _ r , EASEMENT AREAS. OF EX LINE DIT �`' V100 = N \ \ 4 - -1/4 '" 22 STORM DRAIN PROFILE 260- 181 -75 COACH STREET STA. 4 +45.37 ��D \ f ��1 260-650-01 a 4` " " F S CALE: I. ATE ACCESS AND QI E - _ X IhIED 6 ' I' D IT �.H '-'-- -- •-- ��--.. .\� �,. ,� PRIVATE UTILITY � t EASEMENT FOR THE w.. BENEFIT OF LOT 21 w • _ Q PER MAP 1 E DITCJ -I w , TO D 7 BR z - OW DITCH - z EACH STREET z AIL "" ABOVE• • 1$ — PAD= I C'3. 1 " RCP [ A' RC' P D 'r \ 02.00 y t FINISH GRA in . . t ` • , - 1.70_ J :,J `j F �r vv HGL „ �� • } I') S�GtA , ; � � \ ., �' "' �• � M ! � 160 t.° x �. he �.� ` °� �, a 4y \, >I � h.r \ ( � . RP OQ� DN =0.3' ON -0.4' 6" ,w \ 11 Ilan, A CLEARANCE uj \\ �pAD IG9,75` (INVERTED r w w _ w, _v \ to 0 0 \, ` I G 2511 n o3 WALL E5 51TE , cpoww) u`us: 4100 2.1 CFS; FPS S -- 150 �+ I T `� \ n \ 11 z ,n, V100 = 6.0 168.0 «- SEE TRAIL ,tic . , f �/ \ -- " � \ 6 —+ .. —_ _ V104 = 2.4 CPS �,".. 18,506 Sa.F r, qs' kol } ^ - , "� \ \ \ I i I V10O = 7.9 PPS TAIL 1 DE Cd, ..., - SEE, T 1 - \ \ I .G. OVEJ LAy_ SHEET 2 _ DETAIL 2 SHEET 2 sE \ \ \ \ � - \ f(A5 n1ECE55AR`!) rloN L2)-?; STORM DRAIN PROFILE W E v ' BACH STREET STA. 7 +02.38 t ( \ 4(,� \L \ CA 1 1 \ � SCALE. f " .... 1 /� V + PAD= ICn SEE TRAIL 1 DETAIL11 \\ v y A 1 » . REMOVE EXISTING -, , SHEET 2 \ µ 4" SUBDRAIN GREEN HOUSES, \ 1 GERSHVJIN STREET 4,s SUB[11AIN TYPICAL \ z \ APPRgX. 14.00' 18" RCP' 32.50' — 18" RCP w 4 Z>UBDRA(N 0 - \ LOCATt� ©F" I I 01 0 200% LO 1•$ TM v_ \ C7 /� 00 FINISH GRADE pN= 1 � ' SI ',_ EE L.S.PlAN} �•, �X,,: 1•.�.,k14� � � rr+�n+',+A": wi+ �:.,.w..r, aaN. w. r" �.. r n+es 'M, !+�^w rn...r� ..,. ......: - - _ _'_ +,w• HGL 1400 "E 131 §08' FOR R£FE]ZENC6 ortLY) - _... -- N a g PROPOSE INLET , 5D 51=E DETAIL "E�;' E>✓LOVi! — - 260 181 - 56 6" '�- EXIST. ( W LD RODS DN =0.5 CLEARANCE GRADE TO 1ZINraS " X I �Z n 6TE�L RINCa w W �,, 1 0 � � EA. �11 � u7 4100 � 11. > EX. C.I.P. P. 1 x140 Rou � � �'� raD - � ^� - S t1E6L �4 X Z �� STEEL _ I #} z RODS , rZINCt 1'� g100 = 12.0 CFS N `� V100 = 22.2 FPS m4 f F F cc) , rte a WELDED 61'C G� J �4 �� 5 1 g C�J 1 , PER S1ZE RtN41 > dR ril 4� �`� g " 1 p� C7, sale D -1, STORM DRAIN PROFILE h SNUCr FIT gva1Z }lot,?✓ A, 5OLT Fob EX . GaROUtJS� PIPS FZ>~Mc7VAL� 1 !✓ ac k 34318 Tlza� CONE .I: N CLr1Plx„n/rs GERSHWI'N STREET STA. 2 +89,81 ` DETAI I_ " G # � DtsTHwESTE RLy f?t_A.ra 5r E rah ratL ' c" SCALE: 1 " = 10' * � CIV14 At (jY ti) I'ANF.IULAR � A ?RaN t1.T. S . Q; 1, EASEMENT NOTES z - rya 4y - •' I'' /zxt /z X1 -14IA. F'AeRkCo4TEpBY �. A WATER EASEMENT TO SAN DIEGUITO WATER E DE F "" srucco E.-IT1N A1_0l6cl-t survLY CO. <C ED R E STRI T C ED BUF ER AREA TO CALIFORNIA Q PUBLIC PEDESTRIAN ACCESS EASEMENT GRANTED 48„ RCp N �' DISTRICT PER FINAL MAP COASTAL COMMISSION REC. 2- 25--00 AS DOC. NO. TO THE CITY OF ENCINITAS PER FINAL MAP 01000 MIN. 4 SCoo - c 325a _. ra' 7 7 r�NGRE tS y ED 2000 - 0096005, O.R. *t4 ; PUBLIC SEWER AND ACCESS EASEMENT TO J PRIVATE STORM DRAIN EASEMENT FOR THE BENEFIT - - -- - " CA iF = ,. RU F SANITATION DISTRICT PER FINAL MAP F DEED RES RICTED W TLAND A A T IF I`,- N'ro rlptE: croft "r'RtacrG>r� St+ALt sue>tvuT � Lei � E S RE oCAL oRNIA I & AS S Q C I A7 5 OF THE HOMEOWNERS ASSOCIATION RESERVED ' CLASS c MORTAR !; 'PLAt..I To THt ,_.�._. _____ _._ - ___.__._ _" : y L •��, .f LC COA; >TAL COMMISSION REC. 2 -25 -00 AS DOC. NO. PER FINAL MAP » EtSG�lt�tr E IZ F'0W, V<r=VIi =W AWD A G' a d i f o r n i a C o T p o r a t i n n ._ PUBLIC UTILITY EASEMENT PER FINAL MAP 2000- 0096005, O.R. 20 A?P�vAL- PVZIO� TO THrs 40 0 40 80 I� REMOVE . 2,q+ EMOV ct ltuaL r t E e cto COMMENCEMENT of CoNSTIZuc7lON Corporate Office: 760,942.5147 1 4 F� OF Ex. 54 C " G_l_P.P_ PUBLIC STORM DRAIN EASEMENT TO THE CITY OF AREA RESERVED FOR CONSTRUCTION AND 605 Third Street Fax 760.942.99/6 0 GRAPHIC SCALE ( IN FEET) �� f Ji ENCINITAS PER FINAL MAP MAINTENANCE OF PRIVATE ROAD, BRIDGE AND \ -'�' "` °� 1 INCH = 40' Encinitas, CA 92024 (' p '0 � J # �= APPURTENAhICES RESERVED BY DOC, REC. 2-25-00 AS DOG. NO. 2000 - 0096005, O.R. n _ i �p ET AI � g REVISIONS APP DATE REFERENCES DATE u:awri uv 1CW 1- BENC S CO' MU c {r, rc ev ,,.,. N HMARK CALF CO sExvzc�s z��F'r. APPROVALS NG CITY aF1CINITAS EINEER N+ SCR C:l DEPART DF2AWING N0. �. I REV RET. W LL 0f1 E• IP11 N. .� D . COU OF SAN DIEGO BENCH MARK I 5. DITCH R-r .r. WAL- L,FIAD `° PLANS PREPA UNDER THE SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR: M O 0 LO(A'ITDN; F LO SH E SEA ER AT SDMMERSET AVENUE HORIZONTAL _1 " =40' DATE: 10-99 BY: � — BY: 1 t I ` RE S.D. PROFILE AND SHEFFIELD AVENUE � w - —° RECORD ;`?20M: COUNTY OF SAN DIEGG VERTICAL CONTROL R VERTICAL N A Szz� .C.. . 34314 5293 —G __ T E N0 DATE: 0 ® DATE: L" — .— -- VERTICAL CONTROL BY: _ _ DATE: STEVEN J. ARGER EXP. 9 - - Q 1�/ � -n ELEVATION: 173.25 DATUM: U.S.C. & G.S. WORK PROJECT NO. TM $9 -229 SHEET OF, I'4, 'rut r P rs ✓LYE r '— .- 1 = k0 z t" E mo p pl J J -e—y 10 LOT NJAP ` 11 a: ' — 13 1:' _ 2D —� ,r ♦♦r s . w r S 4 yr + , n , w y a r, ♦r ♦a y i „ a„ ,� ♦ , , r ♦ a a a a. n• w .w. ♦♦ r. a r ♦ o i a ,,.w ,. w ., ♦ ^ , , ♦ r « ♦ m . k ,. r ^ n , r f ♦ ti r ♦ r a . en r ,w r q y . w�f • 24 Q. V4 y i � , , „ i n , s a ..,' •. x • "' " �l'u+�^^'� wlM� ., ,. _ _ l g Y „ n.,,,o- .. .. e ,. , a w « ♦ r xmre a . .. ... .. ... .._. I w 180 { 25 ,`sfa - _._ Ht y a - Cad 26 : v } _. .. 0U w Mm . 4+ 7 $ N 5 � +oo H, 1 0 4 +00 o�i5% e a , _y w , ♦ :{ 0` ♦w.,, ,ww a,. w 1 r• w r. a♦ „ w a.. „ : „ I 9 � ^ - - ` , r ♦i aQ °, •, ^ RR OeESSIO N � O Gr, SEE SHEET 7 Na 39316 � � f ` S ' * 09f3e 3 \P m 0 C4 P C1VIl < R� CfI CL. a c Ld � f ASS OCIATES Ld Ln A California Corporation 40 0 40 so Corporate Office: 760.942.5147 U) 605 Third Street Fox 760,942.9976 Cl GRAPHIC SCALE IN FEET 1 INCH = 40' Encinitas, CA 92024 Of N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE 6RAWN BY CHECKED BY APP ROVAL S T � �3 . Y.� , ^ , .�i��CGINE w i I �I Q. - � a g Q _W N FIT) DESCRIPT co11NTV OF SAN DIEGONGN MARK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPS VED k' EROSION CONTROL PLAN FOR: LOCATION: FLOWUNE OF SEWER AT SOMMERSET AVENUE m RECORD FROM: OF AVENUE DIEGO VERTICAL CONTROL HORIZONTAL 1 " =40� DATE: 1 ° - 9 9 9Y: AA . M BY: ± ' , : P .�' ' r °� NN L6 ELEVATroN: 17 3.25 TICAL CONTROL DATU U.S. c. ac G.s. vERTrcAL N A _ STEVEN J. ARGER R.C.E. N0 P, 9-30-03 DATE: 4AO�A0 DATE: -17 - - 4 "y "`I I. -r � '�'� U awl 41fORK PROJECT Nth, � 1 I � Q 4 i i SEE SHEET 6 Lp1 F rv" v..., 1 40 — x, . S s Y♦ i "O il a y. a - « ♦ , , 1 , a , i , ♦ N a. , s , a , i..y 4 , , y , I o . ♦, , .r, r r , , ♦ a • ♦ as , , r ♦ ♦ ,• ♦ ^ a S , Y •} , .. s a , , .,..:i , r, , r y ♦ r y r , r, r, : y t.. , , , , Y r. y ♦. ,. y r , y r r.. .. S , ♦ ry ,:r. r r , r ., , ♦ ♦ , r y. , ` m ♦ +J .. , r,.r. y.:. ,a :, „«, a yw ♦ i .rn. ny ,a♦ n „ rr„,,,r ♦.' .. �yt . 3 ,aN, - s r Y a x 1 r y , ♦♦ a,, ^ r r ♦ r , r `• � :. .. -. r e n : a r , i Y, n a , k r, , r ::' ♦ w. ., i I 10 , i 14 12 3 r , y , 1 3+0 ® 7 +00 \. w r » w �..., z f Q S 5# 00 6 +00 i _ f a w w +14.17 I Al p I a w 1 r r r , , r Y , , ; + r ,r ,r a / r'a(, na t+ , J RO 1299 4 7� r Wt' a `s C%4 P-- C7 Off: F 4iE551p�q! N 0) J. � w S9 ee? ° NO �i Expires a� /ao /oJ sT9 C1V1 o���e L 0 A f .s'q < La- bi LLJ &ASSOCIATES s w A California CoTp oratio U 40 0 4 `0 L30 Corparate Office: 760.942.5147 s GRAPHIC SCALE ( IN FEET 605 Third Street fax 760.942.9976 p � 1 INCH = 40' Encinitas, CA 92024 ry cG! !.f) ..1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE 1 I.0 ADD TTUN� BA511�1 DRAWN BY CHECKED BY k r!/!. 4 a IV 1110A DESCRIrTUxa; COUNTY of S AN DIEGO BENCH MARK APPROVAL E IIVI�'� EN GIN E ERING I EERI DEPARTMENT DRAWING CIO. PLANS PREPARED UDDER THE SUPERVISION �F REC(3MMENDED �APPRQVED� EROSIC�r Cean1TROL PLAN ORe LOCATION: E1.UWLINE 17F SEWER AT SOMMERSET AVENGE HORIZONTAL 1 " =40' AND SNEFfIELD AVENUE � � DATE: 10-90 BY: BY: 1 RECORD FROM COUNTY OF SAN E � A 5293 DIEGO VERTICAL CONTROL v vERnCAL _ N/A �' � �" Q =� - R.C.E. N0. 34314 VERTICAL CON TROL J. BARGER DATE. 40/7f DATE: "�~ "F°�a ELEVATION: 173,25 DATUM: I1.SC. & G.S EXP. 9 -30 -03 vol?i< PROJECT Flo. IM e9_ -22{ SHEET 7 nF.Ia Icy SEE T \ \� 1. SET POSTS AND EXCAVATE A 2. STAPLE MIRE FENCING TO \\ 4 BY 4 IN (10 BY 10 CM) THE POSTS. — \ TRENCH UPSLOPE FROM AND \, ! ALONG THE LINE OF POSTS. _ f 4 IN , 4 rt S , , 10 M) \ 21 3. ATTACH THE FILTER FABRIC TO 4, BACKFILL AND COMPACT THE :. THE WIRE FENCE AND EXTEND EXCAVATED SOIL. INTO THE TRENCH. r , II (� ..,,. �� ,,,.,.-- "'"•..�r- � . t � � � .,,.. „ ``� ' � �'` � i � I � �� �.' � FILTER FABRIC — ... = ,, ` WIRE -j r — I ��I�I IIT il ICI IIIIII x I , SIL , , E N C SA GS Y RQSIQ CONTROL ND BA SPACING `ra , 1% 2% 5% 8% 10% 12% 157. * " 100' 50' 20' 13' 10 16' 12' «: I USE TWO SANDBAGS = 1' HIGH *WHEN GRADE EXCEEDS 10% USE 4 BAGS HIGH =2' uj 1 " R/yy ,, ' „• GRAVEL BAGS OVERLAP-•�- -- ROAD ONT CURB g�ryry , , r : 1' TYP 3 FT (0.9 M) MIN. c3 RUNOFF ~ � GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS R O 1L 9 ACTS AS SPILLWAY WITH ENDS OVERLAPPED 0 ` ' m s D =DISTANCE OF SPACING PER GRADE OF STREET L ° GRAVL BAGS Q RpFESSt�pry 9{ w�r,W �1�' �• Ate �°d� tt 4to.34318 Exp ires mat 09/m 03 � C> CIV4t n� OF Pk < I' M o m r L,j rob ,: i &ASS0CIATES a A California Corporation 40 0 1.0 NO Corporate Office: 760.942.5147 C' r7l 6j ( ) v 1 INCH = 4O' 605 Third Street Fax 760.942.9976 GRAPHIC SCALE IN FEET u Encinitas, CA 92024 LC) L p o:,., . -wig s; .... �. �*� u, ! .. DRAWN By � CHECKED By _ APP - .. 1✓,.�T O $.J1�6.wTNITA:3 A I aka � I DR E APPROVED DATE REFERENCES BATE BENCHMARK _.r�, <..:'LE �1 i° 1 � N �a S DRAWING �� DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK PLAfttS P REPARED UNDER T S UPERVISION OF RECOMMENDED APP Q�' EROSION CONTROL PLAN FOR: LOCATION: FLO4MFNE QF SEN£R AT 5 ®MMERSET AVENUE rQRI20NrAL 1 " =40' r DATE: tO -99 BY: BY: I tx I W v 5 2 93 — G AND SHEFRELD AVENUE R.C.E. NO, 34314 I ._ __.. RECORp FROM: COUNTY OF 5AN DIEGO VERTICAL CONTRf� VERTICAL N/A STEVEN J. A ER DATE. 0 0 DATE: ° c y o EXP, 9 - -03 WORK PROJECT N0, TM 59 -229 SHEEI 8 014 7 ELF_VAT14N: 173.25 DATUM: tl.S.C. & G.S. 2.0 1.0 r— t Outlet pipe: 4" dia. ,non - perforated PVC (Sch. 40) SOIL BACXFILL, COMPACTED TO ;- Compacted BiiekYlll I 90 PERCENT RELATIVE COMPACTION* or equivalent, spaced at 100' max. horizontally • GIiOUNO 4 OR 6" DIA: PLASTIC PIPE o ; URFAC9 Par- fabricated Drainage Parcel, If Mira Drain 6000 or 3lmllr I Fit!' n\ 3/4 max, Rack ( III Over Pipa) _ RETAINING WALL 4" 0 Perforated P.V.C. ------ - ----- ---- --- •a' Discharge Pipe -Wrap -----_- - _ _ -- - ( "MIN. DIA: RIGID METAL PIPE •• Fabric FIap'Arotmd Pipe � Heel subdrain see details below 'k to Drain 0 Slope min, WALL WATERPROOFING I OVERLAP .._ FILTER FABRIC ENVELOPE % /�� / Native PER ARCHITECT'S . , o ' (MIRAFI 140N OR APPROVED • SPECIFICATIONS I ' EQUIVALENT) a••t -�' o i' PLYWOOD OR I/4. STEEL PLATE - 1' MIN. 314'- 1-112' CLEAN GRAVEL" 1.5• max. gravel, or approved 1 I ° 6 MIN. Alternative A FINISH OR I O o -_ -: equivalent, 3 cu. it per'lin, ft. • 4' (MIN.) DIAMETER PERFORATED o • _ PVC PIPE (SCHEDULE 40 OR Geoteztile: Non -woven filter fabric NO scale, ° EQUIVALENT) WITH PERFORATIONS _ . o - ' - ' meeting CalTrans specifications - __' ORIENTED DOWN AS DEPICTED USE SILICA SAND TO PROVIDE � ___________ __ _ ___ _ - " -- for Underdrains, Sec.88 -1.03 ------------------------------ LEVEL BASE -- ---- ---- ---- -- --- - °- -- ---- - --- JI - MINIMUM 1 PERCENT GRADIENT I 2.0 _ _ - == COMPACTED � TO SUITABLE OUTLET � f I Finish Slops 1.0 WALL FOOTING IT, _ / ••. 0 �/ Properly Compacted Backtill = (1.�I - =u' = u 3' MIN. COMPETENT BEDROCK OR MATERIAL 3/4'* Crushed Rock AS EVALUATED BY THE GEOTECHNICAL NOTES' '9 0 $ ° , CONSULTANT Drain Pipe: 4" dia, perforated ..a SPECIFICATIONS FOR CALTRANS , 0 Encapsulating PVC (Sch.40) pipe, or equivalent ng Filter CLASS 2 PERMEABLE MATERIAL 1. The location of settlement monument shall be clearly marked via stakes and Bagging so as to be readily visible � Yo � °� Fa brla - up Sac 4 NP or perforations down, cap ends to equipment operators_ - Equivalent. U.S. Standard ; BASED ON ASTM 01557 r, ?a•� °p S 2. Contractor shelf msim y ain a minimum 10 -root horizontal clearance for heavy ¢• ° °- aaaa eP Sieve Size Y * the plate is 5 feet or less FIR within clearance zone shall be hand compacted to to Project specifications en the fill Passing or or 1" 100 IF CALTRANS CLASS 2 PERMEABLE MATERIAL compacted byaaemaavemsfhads approved by soils engineer. ° -r* - 4 Inch DiameterPerforated 3/4" 90 -100 (SEE GRADATION TO LEFT) IS USED IN PLACE OF L _ P.V.C. Pipe, To Drain 3/8 40 -100 3/4' -1 -112' GRAVEL, FILTER FABRIC MAY BE T 3. After arance- @ 1 % min. T1ghtllm Pipe for (vertical) of fin is in place over the plats; the Contractor shall maintain 5 @. horizontal equipment I - g No. 4 DELETED. CALTRANS CLASS 2 PERMEABLE 18- 25 - 40 MATERIAL SHOULD BE COMPACTED TO so Discharge Down Slope Every ry ?0 5 -15 PERCENT RELATIVE COMPACTION 4. Intheevet d ofd - Lor Lass No. 50 0 - ama9atadMsa plate or e a dsh aq equipment 100 F responsible within prescribed Alternative B clearance rnonu bntractor shall iranetlWtely notify soils engineer and shall be responsible for restoration of the No. 200 0 -3 As an alternative a prefabricated aettWtiant rtWttWINn Sand Equivalent>75 drainage panel such as Miradrain 6000, or similar,may be used in Note: Field conditions may require variations from the details shown place of the drain rock and above and as approved by Geotechnical Eng ineer geo- fabric g Date: October, 1999 Project No: 89101 -04 Plate i(r1r S H E P A R D S O N Date: October 1999 Project No: 89101 -04 Brand Plate i Date: November 1999 Project No: 89101 -04 Plate Date: November. 1999 Project No 891b1 -04 Plate ENGINEERING Assocum INC. SETTLEMENT MONUMENT S H E P A R D S O N $ H EPA R D S O N c•.resA,iliwf c °aakaw, Brandyw %ne Project A � ENGINEERING ASSOpATES I NC_ SUBDR.4 /N DETAILS /� G A BRANDY PROJECT S H E P A R D S O N EaBueerr- CeobBirtr En cinitas, California GeotorAnrcol Conra/tanu: Brandy Project AJ ENGINEERING INC OnI OSite Si0 e )W J ENC /N /TAS, CALIFORNIA CA c ENGINEERINGAssociATES INC. p p Sr Drain Details D'gl"egS c°OrOg °r* Encinitas, California Geotechnical Consultants: Retaining Wall Detail Av Brand /� -y Engineers- Geologists Geotechnical Consultants: Brandy P roject A Engineers- Geologists Encinitas, California a) C UT LOT Variable Fl11 Slope Haight Compacted Fill Too of Slope Shown ground On Grading Plan �Ig(nel _-'- CO Sopa \• � 8e dt c Prole 7:1 min. i� ' aE MO� E ./ I �asther .-�'' S' min. Natural Slope of \u'A�� 3' men, Beaches 20 be designed to provide grad change to aldehlll fill. Minimum height of Overexcavated and Recompact benches Is 4 feet; wider tenches when i backcut -- varies —�-- specified in investigation report or when recommended by consultant. Soll or Material DEEPER OVER - EXCAVATION MAY BE '- Bedrock or Suitable to Consult REQUIRED BY THE GEOTECHNICAL approved foundation material. ant 2' Llinimum ENGINEER IN STEEP TRANSITIONS. � - Dowmlope Keyway In firm earth material. I L- V tilt Key Depth Minimum width of 15 feat or as (r back (min.) - *Poclfied in Investigation report Figure No. 1 NOTE :Where natural slope gradient Is less b) CUT —FILL LOT ( TRANSITION ) than 5:1, the necessity for benching TYPICAL SIDEHILL FILL MASS *hall be determined by the consultant. ABOVE NATURAL SLOPE Remove all topsoll, collwium 9'- -'��'. 5'ml n, and creep Material from Cut /fill contact shown _� transition ( on grading Plan Compacted FIJI 3' min. Setback between cut and flu slope when specified Compacted Fill 0 O). In Investigation report. �� /� �� ,Iii`• Overexcsvoted and Recompact N.. M. ✓'' /� G°\\ ltd' op \ ` Soil or Material N 1 ! /`•� �/ '� '(�aetl� Suitable to Consultant Natural Slope , .. Benches to be designed to --" I tilt provide gradual change to Figure No. 3 0 I -- back (mi n.) sldehlll fill. Mlnimtnn Q .../ - -- -•z- height of benches Is 4 tact; STRIPPING DETAIL— REMOVAL OF wider benches when specified DAYLIGHT LINE Z X In Investigation report or when Q Cut slope Keyway In firm Bedrock by consultant. Z < earth material. rock or Suitable W Minimum width of 15-fast or foundation material. NOTE :For additional details refer to the text of the Geotechnical. • A w w cw BUILTo cut slo to be constr apeclfl•d In Investigation report. Investigation Report and the Recommended Guide for Placement l / Pe ucted prior NOTE :As an alternativs, the cut Portion of to Placement of fill of Engineered Fill. Backdrains may be required based on _ .- ! FI stare No. 2 r ebu ilt e ope can be overexcavated an the slope Ld RCE# 57691 DAZE ls' -0 g 9 year as mown on Figure No -1 consultant's obserrationt: W tf) TYPICAL SiDEHILL FiLL MASS ABOVE N APPROVED —"• EXISTING CUT SLOPE f�ECORNO w_ W� cn 0' �TY - C �'^ DATE THIS RECORD DRAWING IS NOT WARRANTED Bln' tS BELIEVED TO REPRESENT CONDITIONS UPON COMPLETION Or Cr,NSTRUCTION. WITHIN REASONABLE TOLERANCES, BASED ON THE INFORMATION = 0 FURNISHED TO THE ENGINEER PEFITA1141 UP N CHANGES MADE CD DURING CONSTRUDt'ION i--- S CAL E A L REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK /r p T In HECKED BY 0 0 E DRAWN BY C uf(r �q DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK APPROVALS CITY OF ENCINITAS ENGINEERING DEP PLANS PREPARED UNDER THE SUPERVISION OF RECOM GRADING PLAN FOR: DRAWING N0. - LOCATION: FLOWLINE OF SEWER AT SOMMERSET AVENUE HORIZONAL I ` : e AND SHEFFIELD AVENUE DATE; BY: / 4 E RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL BY: CA R DIFF FF GLEN 5 2 9 3 - STEVEN J. BARGER VERTICAL CONTROL VERTICAL �� ` -- '" - - R.C.E. N0. 34314 DATE: - .? o ELEVATION: 173.25 DATUM: D.S.C. & G.S. EXP. 9-30 -03 ?/ DATE: m - y WORK PROJECT N0. TM 89 -229 r T` r �,..•, ... r w .m F d _. I e I 1 r �R ._.— HYgRgSEFtQQ i 6 6 _ d • i i, • a 6" CURB IIV C. to f 1 1 (LOW II FLOW 'z + ic; 1 —{ P , DIVERTER) �. W LOW F -0 1 u� ,m�- -- M O DIFIED PIP ri SDRS D -9 4' CONCt. ROCK DINING A -4 C.O. _ � .✓ LININO'AT PIPE FL14 .5 -� RIM 147.2 k% l 1 OUTLETS PER;. �. 6 CUR6­;I1N FL 141.47 ,,.A I T, SDRS D 7,3_ B9T9 M F C.O. DIVERTER)� E _ e l F 141.48 I � � � r i LOW F OW / ... 4 1.46 PI J , 1 6" VERF OW 4' X GONG. { I _. ... ....... ......... .1,. . ..2....._ A .. w. .._., .._. ......E...,.... d. ...._..�..........L. .». h.,..,........,,...),.. k . „.......3 r "NII�G AT PIPE � � e �.� v e PIPE 0 '.T .ETS PERT E \. (� / TI ON A "� A F = 141.46 SO D -73 x r d. FLT 0.50 •� , . SETTLING B A SI N SCALE: HORIZ. 1"=10' VERT. 1 ”— 4' •fit _ I a .. i s 140.5 x 1 s" CQNC. CURB TOP OF 6" HIGH SETTLING BASIN GRADING B OTT CURB IN _:�:� BOTTOM OF TYPE A -4 C.O. DIRECTION (SDRS S -9) 18" RCP OF FLOW 4 REBAR 0 8" � Ss/ �J 6' OVERFLOW " 6 _ LO FLOW R� (TYP.) PIPE PIPES ���� C. �Ro C� t (� REBAR 8_" l O D 10 20 1� (TYP) a Na 296 W C` ^I SEC-flON B -B If club— �* k Expires * V' GRAPHIC SCALE ( IN FEET) s IY /3t7u1 �a C) L1, 1 INCH 10 p CpI�E�� 0 I _ DETAIL OF MODIFICATIONS a.� z LL TO TYPE A -4 CLEANOUT w a� r SCALE: 1 " = =4' &ASOCIATS w A California Corporation N Corporate Office: 760,942.5147 c 605 Third Street Fax 760.942.9976 i_:1 Encinitas, CA 92024 Cr� A REVISIONS APPROVED DATE REFERENCE'S DATE BENCHMARK SCALE COMMUNITY SEFZVI � S UriP,YdN BY c�irc:Keo B Y WEPT. APPROVALS CI OF ENCINITAS ENGINE DEPARTMENT DRAWING NO DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK . �I`+ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: LOCATION: FLOWDNE OF SEWER AT SOMMERSE'I AVENUE HORIZONTAL 1 " =10' AND SHEFFIELD AVENUE DATE: : 31 QO BY BY; �g[� o °" — — — — ° ---- RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL R.C.E. NO. 23600 G LENN 5293 --G VERTICAL 1 =4 DATE: — r -- VERTICAL CONTROL BY: DATE: _ DANIEL C. GROTH DATE: 1 /00 ELEVATION: 173.25 DATUM: U:S.C. & G.S. EXP. 1 -31 -01 WORK PROJECT NQ. TM 89 --229 SHEE r 10 0 14 rr 5 4 1 1 c� k 5' ERIN. PROPERTY LINE {TYP.) LEGEND -DRAINAGE SCALE 25 D}}$� py J E O q ... A ALLOWARLE �!� TRACT BOUNDARY BUILDING 15' RAIN U- < FOOTPRINT 2 ° " B" RAIN. °IQ- LOT LINE ENVELOPE ! 1 ° gl FIN. FLOOR uj CL `11 2? I LOT NO. >1 7q, MtN• 4' 2' UNIT DESIGNATION T4? -__- FINISH FLOOR ELEVATION 1.0% UNLESS OTHERWISE NOTED ON PLAN) GF- PAD FLOW LINE PAD FF =tP�5.7 PAD ELEVATION SCALE PAD--165,0 2:1 FLOW LINE GARAGE FLOOR ELEVATION (AT OW 000R1 � 2: 1 6ATI =165.0 DRIVEWAY � "� TY� SW. RLE SPOT ELEVATION may Ca 1°(-01N TYI?. 16 #3_ No SSCALE TOP OF SLOPE BERM EARTHEN SWALE RAW - AREA DRAIN (9 "x9" EZ BASIN AS D- BY Al INC. OR EQUIVALENT) _ NO SCALE: TERAPORARY EROSION CONTROL AT AREA DRAIN I2 LAYERS OF GRAVEL BAGS] SCH 40 PVC PIPE (4" .0 emu- 3" PVC PIPE CURB OUTLET SLEEVE / STREET GRADE FAd;E OF CURB FOR YARD DRAIN (SDRS D -27') ) - - -- _ ---.._,_---._—_. - TOP OF GRATE re }� FLOW LINE FL r;C A {_r- HIGH POINT HP DEEPENED FOOTING OF TOP OF BERM SEWER LATERAL 1. 9 ;. a K WATER 7pp () i fr _ SERVICE tGn PI A vf i 4R - F� . •C1 �- r -- r DRIVEWAY 4. (9 112" THICK 560-C- CONCRETE 15 WIDE TYP. " ) g � - �n i� RETAINING WALL (PER ROUGH GRADING PLAN) H } J � '4r y _ F I { s \ T A I G> F/ i . _ 3 A R ( g r U N I T DESIGNATI cages c >a v' FF -163.7 G c) 1 s f ,, 6 i_ � - LS -163.D S ' x_r ca � « �y ELEVATION PA -- REVERSED FLOOR PLAN gi 1 / a O!ry' ti �(7 � � n a FF =164.7 PLAN NLidRBER - I � 2 C9r y �: - DE aQ. ?._ ' 0. �� -- 'GRANNY FLAT" OPTION I �� T B.4.F.� % _� o PAD=164.0 � _ I FP=S , SLk.7 b n� n v 16� 5 �. f/ , � 1 I EXAWLE: 3AR( r y .•_. PAD o _ g r Q i V E . ± �H.C7,f a r { 1 _°"""'.,°• 66.3 !1 i y L �;; �: V i *j 47 u`u"+. -." , 1. " s rii \�. l � ���,� -•� .- — — _- I.xlij r 1 - - � y ` 'e c� W ,��� C L � A - .B �� _ 9 GAR -164.0 , { j R I IZ L .V, AF = 964.7 D164.0 � ,? P \ r / . -. >, RECORD DRAWING IS NOT WARRANTED BUT IS 6EUEVED TO -. t - . -,. _ - I REPRESENT CONDITIONS UPON COMPLETION OF CONSTRUCiIGN. � ' \ f ) / % _ - \ ti WITHIN REASONABLE TOLERANCES, BA f� _ ` l _ - -`-- WRING CONSTRUCTION ENGINEER PERTAINING TO CHANGE - - -- — r, q FURNISHED TO T�HTro NQ THE INFORMATION t I - - - t._ .•. ,., ,....,, ,,,. .,�;,.. - N 3 MADE - . LLJ _AS- BUILT" _ I- Csil No. 23roo A Ca Iiforni.a CorPora,ti l (11 60 � Expires �. 1. . w• 4 -_ -'� �Qi r��sl _ I"' • COY.... ,> __ t -- X r Corpo rate Office. 760.942,5147 J! _ �� T i � \, � V \ ' �_ ° __ , _ � __ —_ ryr� i v I , , �a``� � RCEN � 7b9� OATS (�' 2'®3 � GRAPHiC. SCALE ( IN ,FEET ) of ���v`0 605 Third Street Fax 760.9 _� 0 1 INCH 30 APPROVED ENGINEER Encinitas, CA 92024 Z CITY DATE REFER �- . t' p mt u,.rna+rsnesam S, LIJ N.7 vly�l�IT.>S''t�T'S_` w..l _. �a e v: r ...ra 4 ;�C71�E CC?�Y1IVI�C7�'17Y DEVE OPME �`� - - - - - -- — -- :� r i , T ,sue, w _: - -- - -- UESCRIPTi }N: BRASS DISK "T , ; .„ ,a r __.:: - -- ° -- - : �m C� I- $ ( - _ ___.. -- - -... S AMP[ -_ 3 , APPROVALS J NCINI�� 5a�,•.�T � >, a3 ?. I�'E� �i TNNT F� I .._. _ _... � LOCATION: 0.55 MILES NORTH ALONG COUNTY ROAD S21 iFROM � ' a.� , _ .. pa"P TglINaJ AYtJ, F'L4`s P6EF' �FiE� tJhlDE T.:EllE117ISiO3fi4 60F?EC�4{Na3[� F[ .0_' THE vuNCnoN or- CHESTERFIELD DR. IN CARDIFF IN TOP & ��(�0 � , F'L:Rn! I C�: CENTER OF THE EAST HEADWALL OF A 24" IRON PIPE CULVERT HORIZONTAL i 30 E3 Y: - - - - D A _$� /�O/ BY: BY: __ -!_._Y x /�` ^" -- -- UNDER THE A.1 & S.F. RAILROAD, 71.9 E�ET EAST OF THE r C ARD IFF � 5 2 93 —C � CENTERLINE OF THE NORTHBOUND LANES 725 FEET SOUTH OF _ i c RAILROAD MILEPOST B0,3 -5 FEET EAST O THE EAST RAIL. VEt <TICALN%f\ DATL. �� -- -._._- -- . — .__.. - - - -- - - - R. C. E. N0 2 ,600 DATE`. ELPIA -- LOT a� +, } g 2 � (� T10N: 73.55 DATUM: USC &GS NAVD ,5H i !1ANIFL. C. GRO - CI1 ,. DATE- J ®I 0 � 1 g 22 & 3 lr+.�' 252 Y 12 -Ci -�- �-- R, flan„ _ SHEET 11A OF 14" t., 5' 0 10% MAX. 'x �. cr; GARAGE 10 4' 5' 10% MAX. — ° — GRADE INDICATED ON PLAN-- ¢' \\ - M- •M— •---_.- _� - < _ _ , TRUE PROPOSED GRADE - _ �""`- -°°—`" AC (15% MAX.) CURB & GUTTER — J — TYP ICAL DRIVEWAY P MR DRIVEWAYS 107 OR STEEPER AW hl v $ a r v- x� , f \ f ^J J r 1 J I r Itl� CA � �( a ° 3BR r I g � P A h .... ..� 4. ., �,....,r G_. �..J -.: n Wi t"}. _. ,. � -' _ �.__.. ' i as —156.0 - 0 a ,,., .�.. �.. C _ _ � _.,.• r" �. _ Ft 16fl.7 7 � 1N r-vc 1 ca �3r n ^i _ J rr q g�- s,.,... PJE7 1613.0 `�.5 � TU 1l F V(' 2 6 2 1 3C(9r) � - d s 9 FF =15,7 2 >o' -- r .� g PAD =158.0 ,6� ..,• �.." -.Y ' Hip �' P ' LI i w **' { C14 r� I 1t C�3 _ C .. - _ - „. - n (/ LLJ O T C� �oe�s r s_s - 0 — a_ Lit r r o w / �/ { T T ry �, y � da `v < ` O ` �lX A Al �./ A l� AJ �JI Lu LO " MBVILT N g 574 �'Z REPRESE CONDIT �� yo.v /ire,o�' �� - T 1i i s f, o r P o r n, t ti a n R n EPS RECORD I IS RRA EDITON COMPLETIO P� 'v e F ¢ .:..,:, li �` a l r. ( 0 :n a I 2 �' Ci�'N DATE Pte¢ , r� IRANIBNED TO THE EMAINEER PERTAINING TO CmwA 'E:, MAI1_ COfpOr4lg Q�ItCe: 760.94 .5147 WHIN REASONABLE TOLERANCES. BASED UPON e IK ROVEO otxrNecowaTRUCT _. _ - - -� r 'q > F wig o ��'`� 60,9 Third Street fa- 760.942.99'76 GRAPHIC 5 -'�. IN FEET ��� c� ( Encinitas, GA 92024 R n CITY Ew01NEER DATE 1 NCH 7 (D W U 0 Iti `' ""�•¢.. _ .... KRNVT�.'APTM.tCTSTZE3G^2 _ ±?&�.art¢a. ryy+Tanra'9:,ea e.2mmJTRAm4':! - .._ ... tYl I REVISIONS APPROVED DATE REFERENCES DATE T+ COMMUN T p ��9�ry { � / e p _.__ __T_ �_ C. ErKC; — n, yy r �a�a y T ry €w a y e �a �' y p ; � � .s '^a'° a � r � ,{ q . , "`� ' `NT ; � .V � e a 4/ 111YY1 — ].A bA l AJ V GS.Re.V..._.d V l/ 1tlA111 R � bl end Y JJ AJ V l 1 >8 dJ A 4 1 b� .0 l- 1. 16 V Y .C8Y1L! 0,..a -4. .il. d. t'�:J M1 k Y 'W T 8 � 7 i D' , Y•'#+ � ' RI NC ,"`. T" P. $' . 1 ? DRA�13 NAB. v ti DESCRIPTION: ASS DISK ST O T 131 1933 F E SN r•rprtEC13 aeA+ 1 G S �l�J�I. __ PLANS PREPARED UNDER THE SUPERVISION OF R ECOMM END 61 APPROVED PLOT PLAN FOR: AS 8v/(- II ty � LOCATION: 0.55 MILES NORTH ALONG COUNTY ROAD 521 FROM � : p — - ME JUNCTION OF CHESTERFIELD DR. IN CARDIFF, IN TOP HORIZONTAL 1 " =30' �� " CENTER OF THE EAST HEADWALL OF A 24" IRON PIPE CULVERT -- BY ` DATE: s /i�o/ BY: �- _ �_,. ems_ BY: � *�, � a ' — --- —^ UNDER THE A.T. & S.F. 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( � ',. .. . , , , I a ,... : , ( r. _ r• ... , , -_ , :. _ -_ . `�?V� 31 R LATERA:, ,, S OR AF'N S x -- <. e� 2 1 77 78 t � , w.r"d , , 4 J 1 , e Y r C 1,°- LIJ n v -- LLJ} "ASwOUILt" RECOR DOMING ��:�, �� "_ A S� S o C1 a r E S1 ('zl4,ornta. Coror¢ition t THIS: RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO (� 1 _ l., " <v REPRESENT CONDITIONS UPON COMPLETION OF CONSTRUCTION. Na 23600 �- ur 1 S • ®� RCEO 57 ®95 DATE .. WITHIN REASON48LE TOLERANCES. BASED UPON THE INFORMATION 30 0 30 60 �.A 6xplrel f 0-) } FURNISHED TO THE ENGINEER PERTAINING TO CHANGES MADE .1 V i) / - SiJOt /' Corporate Office: 760.942,5147 .' WRINGOONSTRUMION _ v1� , 605 Third Street Fax 760.942.9976 Q'- 0 GRAPHIC SCALE IN F 3 ( E=ET ) �x r�� A PROVED 1 INCH = 30 - Encinitas, CA 92024 h- CITY EN(31NEER D AT E V rV J ' Ii DATE M."3.�14SW waKrz:.'9a _ .. .. _ _. 4.1./ _. ,- , .. OS ..a, ...°: M,LASn lmn.: sP^:iFrF#bTm.•x�M.]^2RYTl. _. ._ .m.:A f U., /�L ,.): '. .... \:_.._. L i .°. . 6 _ Y ,"4 E o. +' 4 a, m ... m .. ^'[^ . :' 1 ,c\ +1�ltJhlS 'x,F`"Fcv'IE_ "? DAT€= REFERENCREFERENCES 1!ry,��.'�T BENCH ! SC "�"� r� '� �_ .a � � - - --_ _ __ e � 1 iiUNIIv I -3 I - - -' p Tp �P p 3- ___.' __.._..�.... -_. .tA..k" +7 �_- N F'+ .\ 4. ,'C" ° 'I G IN E .'' �I_,[ P t n - !'a Y d'I Re3 i A, fa h..... y a, ... ...�R�,,�r! l: ft?a , In SW9v✓ EGIS 4R Irl4 _. DESCRt 767 BRASS Usuo-; Sl'AMr'LLl I x:31 t933 _ _, ..- . « nea- eme�mam. _ _,. ,•�� -,. i PLANS PREPARED D ¢ °R, r q N O R ECOMM E N D ED R 1 ° �9 \ =1 ,4S -BUILT .0 .�3 LOCATION. 0.55 Mu.es N(#3TF1 ALONG cDUNTr RDAD s21 FROM UN DER THE �E9�'F�, 7;S6�,a �.F e�PF' PLOT PLAN FOR: ,aC?$�'[. - - -- _(p HORIZONTAL =30� -- F Y: i .�..�_ -.. a THE JUNCTION OF CHESTERFIELD DR. SN CRRDfFF, IN TOP & CINTER OF THE EAST HEADWALL OF A 24 IRON PIPE CULVERT DA TE: E31"; L:,� {: _ UNDER THE A,T. & S.F. RAILROAD, 71.9 FEET EAS1 OF THE CENTERLINE OF THE NORT14BOUNND LANES, 72 _�?[ ..5 FEET SOUTH OF ' 14 _ . _ _.. _._ R.C.E N 23 L -a CS --252 RAILROAD MILEPOST �, 8.5 FEET EAST OF THE EAST RAIL. VERTICAL NA DATE: j)1 S T I � ` "I' DATE: DATE: /0( /0 I DANIEL C. GROTH F P° 12- '31 -01 - ' I ELEVATION: 73.55 DATUM: USC &GS NAVID 88 r -K WORK PROJEC ixlr'J, TM €39_229 c � { 13 O�' 14 � all �� " c C � 11 l - _ 142.06' —� -� 6 I 160 47 = (� � � I .� /�d r > y �Y m.�? � r . C5 , J, _ g � 20R � FF -164.7 PAD =164.0 G' cu �b co Q" i - , �J _ -.. - �` *„ , . ,- : � � •, �- ��, . �. -_ "•� . � � P � 7-� r S 166 -. '' � U3 : 5 � � �� ; - T : , - �''� �7: ` y. �' "`•.'"` .q A (gr) 169 - - '� FF= 170.45 `�GU. p op PAD -169. `0' �✓ a. ep i r v A i �3.lJ - ✓ �A ! � � 7 rfi , T ...q "'r', � � 7 �S � g / /� 7 \' ��R.� _: �„ p' \�. `' _ _;'._ ,,- X47 }'` ° � \ °\ �'y � , ,✓`' ms ' fi it r 20 67.5 2AR(gr)i' FF= 170.45 P , AD= 169.75 v h�8 y J/ Tc 166 . A / FL. 1 64Or r' �- r' \� a V �� T� zl� 1BR r6 �' ' s ri J i.F .. 6� FF =16$.7 \r \ � WI PAD =168.0 3BR(gP) FI lE479 3 ` 5��\ \ \ Y 1, 196 \ F =170.7 67 8 OAR V n \X ETC PAD =17fl.0 � 7 -rr� � 16 ,,. a �` � 'C" � � aE 4 ° r I 1 L1 me 1 ° FF =167.7 rc y � A 7 PAD =167.0 46' r \m �., G 166.? FF =167.7 FL 165 7 "►— PAD =167.0 6,6. II TG 1 66:6 %� 2 y6 �661 10 3' kF \ \ 0 -1664 _ Sri , P� ! i J j L3 N � � r P I q LiJ REC 0►R0► RRAWIN 5 S'_0 C I T E LLI i T B RCEN S7�,95 TH IS : RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO c. n J "Z' ®3 REPRESENT CONDITIONS Na26�G APPROVE() C alifornia Corp�7"atjon m ,,f ° ITIONS UPON COMPLETION OF INF CT30Pd. I WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMAI'fON � t1 , � �� 6 D APPROVE() FURNISHED TO ENGINEER PERTAINING TO CHANGES MADE x4\ Expires /�.� CITY ENGINEER J y ., r e Carparafe Office 760,92.5147 cl vo 0 GRAPHIC SCALE ( IN FEET) n or Cn�rr� 605 Third Street Fox 760.942.9976 _ 1 INCH = 30 _Encinitas, C4 920124 Z R# TOP DATE APPROVED LATE REFERENCES BENCHMARK cb y _ � t _� 0 LJ .- �_ -�°,: �' "e: �'..:�Tf ki k a i -Iy??' _. Ea DRAwN _._$HEN_, EGI SE_CiKgry1N6 _.. - 61 /0 0 f DE CRIP77 BRASS [NSId STAMPED 1 131 1933 rS�__� �. j / z��� V �i� : g �, g g e r a -a p. 3, I l i"" a r - O 4 ` 4s Bur�7 -- LOCATION: _ 0 CAT`�'�° 0.. ���� '. � a��,� I a� , � , � E I -a, 03 �— TION: 0.55 MILES NORTH ALONG COUNTY ROAD S21 FROM PANS F �a��; =ARFE 1 U r, a. .f.S.L„ �..?.. .� .1 .5 993 \�Y�I t7 9���. UND THE St1PERY1 d I�1 1✓r s"�,Ea��1�.�MIENDED APPROVED PLOT r " THE JUNCT}ON OF CHESTERFIELD OR. IN CARDIFF, NI PLAN FOR: CENTER OF THE EAST HEADWALL OF A 24" IRON PIPE CULVERT HORI ZONTA L 1 " =3D' - --- -_— BY: 9 FEET EAST OF THE D A TE: 71 RAILROAD UNDER THE A.T. & S.F. ! / D/ BY': _ ._ �,�-- , _ , a! _ .F. , . _— L CA RDIFF 1 ' 5293-C 4 ' I OF THE NORTHBOUND LANES, 72.5 FEET SOUTH OF -- -- - BY: _ -. .. RAILROAD MILEPOST 8O, $.5 FEET EAST OF THE EAST RAIL. VERTICAL _ N A DATE: 'S ✓s� R, C. E. NO. ?_36Q0 rr�� a DANIEL. C. GROTH DATE: Veto i ! CATS T� � � G, - DATE: 73.55 DATUM: USC &GS NAVD 88 .. 1 EXP. 12 -31 -01 - - -_ 9 WORK PROJECT NO. TM 89 -229R� 14 Q 1/F SHEET . t_ ,