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1998-5609 G (Plans) WORK TO BE DONE: 2 4 'PR1VAT E RD. ESM7 Q�w SCALE: I'I 20' 20' WATER EASEMEN_ T _ BEaM /2 1 /2 /. 0' 20' 40' 80' ESC /ST• WALL/ PAD GRADING FENCE I 4' -' 6 ` FlIVISWED PAD - - - UTILITIES LEGEND �• 0 °' C.- 9=I11MS DECLARATION OF RESPONSIBLE CHARGE cuRB 3i �0 I/2 COPPER WATER SERVICE SDWD P-3 -- { I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS Y„ S 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL HE INSPECTED AND TESTED BY A QUALIFIED SOILS . . PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE CONSTRUCTION STANDARDS OF THE .3.311 r SECTION A -A 4 " 3 WAY F /RE F•!YD /? A/ T SDWD P- P. V.C. SEINF - k� SERI/ /CE SO CRSD S - /3 A STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION THE DESIGN ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE „ ' 6 "CONC. OR /I IA/6 I ®- CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN /2 SUBGRADEI EICIST. B" SURFACE NO SCALE AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED IS q.C, WATER COMPACT TO 95% THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER P °TOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON AND WITH CURRENT STANDARDS. 0, •PVj SEWE/? REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND S ECT10 N B - B �, A;; PRELIM. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS SPECIrICATIONS BY THE C {TY OF ENCINITAS IS CONFINED TO A I ✓li - 1/ �� z.� �� 2. THE SOILS REPORT TITLED SO 1AtV PREPARED BY COMPACTIOA/ OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN PRIVATE DRIVE - NO SCALE t3 N N LA 8S. /NC. DATED 7- 1-96 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, GRADING PLAN. ALL GRADING BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE A OF MY R _ N SAID REPORT. / ^Y 1e E T BLOCK ExIsr cAWA( LIX//� DI170 WATER D /ST.PE'R - 7%/E U,P ATE FT Y r L D G ERd A•R..SA , A o T e/t 5 c E 2 ® , Y, R 7683 ATEO B 4 L.J! !� LL L_ \ T' / 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THE LARET COMPANY � `\ 3. APUROVA" OF THIS .PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 5708 Calzada Del Bosque EX /ST. 24 PK/VAITE Zp3 (/Z0 PR OSED PR/1/ATEROAD FENCE DOC.199I- 0200651 REC. 5-2-91 � � °� L /MIT OFG,�40 /NG \ \� LOCATIOIA AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR P.O. Box 9661 1704D EASEMENT ` EASE 4 TPM 98- 0/17 111 �� - - WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Rancho Santa Fe, CA 92067 PAR P. M. /6653 N E L CARS 5 O EaUST. A THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIKE AS (619) 756 -9374 35 LJ 69 ° 08 ° 43 -2rg _�� \ PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. L /e!E ° ° W w 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRxCAUTION$ REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL f ; �, W W W PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL BY: ° - G JA LA C - INEDBROW' - DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE MES A. FAR DATE r 3`\ F EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 3'S B. D /TCI�/ PE/2I�aS' TO BE PLACED. y _ ' MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE f 205 F LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM RCE NO.: 29375 % c 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF K� SURVEYOR. BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONT STRICT AC ORDANCE WITH SPECIFICATIONS / W ATER AND COMPACT THE EXP DATE: 3- 3I -99 � F6 20 _ 1/ r l \ \ 7. THE CONTRACTOR SAIIIL,L DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL STAPES SHALL BE CUT AND TRIMMED TO FINISH GRADE ITS ENGINEER'S CERTIFICATIa <. �' 5� AND HEALTH STANDARDS, LAWS O6st � F/2E'NYDQ.4.VT g ��' VEIL �• �� DEVICES, INCLUDING SHORING, ANA SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I ZO6s !p� - ASSEMBL, 5F ; - - - -- A.R. BARRY SDWD.D".P -1 TO ALL LOCAL, STATE AND FEDERAL SAFETY OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I, . , HEREBY CERTIFY THAT A SAMPLING AND A REGISTERED SOILS Q 20(0- 2(�O F� O- 7\ I 2� y C \ AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCI- 'TW ,I CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PALLY DOING BUSINESS IN THE FIELD OF APPLIED 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED MECHANICS �I A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN II y HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION R ^ g °- o EASEMENTGRAA/TEDTO I 2' TO B�IC/� RECOGNIZED HOLIDAYS BETWEEN THE DATES G- 1- 19900 AND 7 -25 - - N - II OF WAL 4 o 7 2O 7 - SAN D /ECsUITO WATE,�7 L 1 } \ 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED Q 1 BbV= -206_5 D /SIR /CTONFINAL MAP. l \ I ty 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE FROM THIS ST ti D E,U LO� , STUDY, WITH MY RECOMMENDATIONS, HAS BEEN C NG HAS BEEN HELD , ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. , , OR , W � ^ I PARCEL I � ' t., PARCEL 12 / CITY INSPECTOR CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACT NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS O d) I AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 1t) Ao CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- PORATED IN THE GRADING PLANS AND SPECIFICATIONS. to B - 04 7 -1 I I 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 2. EROSION �nsoy E /S TAlNN ALL I V l PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL X T RE / G W J % PER 0095 -G SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN WOODWORTH AT (760) 634 �� M 1 . ZN ^= y_ PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMFLY WITH ALL "'.! f �y* I / _ _O A .R. � CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH -1966 SIGNED: DATE: BARRY .• Tyf/ 2/50 c 2065 6W_ 208_: � REGARDS TO THE HAULING OPERATION. F C 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 83 / PCL 4 RICE NO.: 270 MATERIA NS TO I 207 PCL .3 PM I66J�3 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, * x ` P - '' 0 �• � I AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY EXP., DATE: 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT LS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS REF/Z E 70 PA?EL /M /N RY A SOILSIM!/EST/ TION ' � FACILITATE 6Y COMPACTION LABS INC.' GA V` RAPID CONSTRUCTION QF AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING TEMPORARY DEVICES WHEN RAIN IS EMINENT O WED. , . 6 -26 - 90 a UNDER PERMIT NO. 00 *09 -0 HAS BEEN PERFORMED IN SUBSTANTIAL PAD EL = � � �Q 201St 2 , l CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ICES SHOWN ON PLAINS SHALL NOT BE MOVED OR MODIFIED WITH OUT FOR GRAD /NG SEE ,O © 3 C 3. DEV m ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR. GR4DINGP64N0695 - S.B. p 4, PAD EL. =2/S 0 DATE AND SIGNATURE OF THE CIVIL EVGINEER WHO CERTIFIES SUCH GRADING !' EL.= 207 _ / �" - I O \ PCL B OWNER /PERMITTFF N �' OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO B/A E DETAIL ABOVE A � 03 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH LJSANNE HOLDING COMPANY, INC. \ SEE DETAIL ABOI/E� �, °0° � "'' ' D. MI1ICATIOlLB RUN -OFF PRODUCING RAINFALL. o Tor{ / { I T/ - 2/4- p B S AMT: DAN WOODWORTN 9� -/80 BA / 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1283 URANlA AVE. ® o , / 70 CONTROL 1111111 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION BLOC/! A, TT AI.QL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED LEUCAD /A, CA. 92024 d 1 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE No (6/9) 634 -/9B6 Zoe" ' � C -S TYPE "5 °' b " EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. � I SITE OR LE LOCATION: W F y �� LEGAL DESCRIPTION 2o�- , - ,� 2 /¢- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY V ) _ o �_ �� CHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO U,PAA/ /A AVE AT PCL "C "ACCORD /NG TO CEKT /F /CAT6• (J� PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS EAST SIDE OF WHEN IMPOUNDED may` PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCAT WATERS CREATE A HAZARDOUS CONDITION SPA.? r4 AT THE WORK W. r4 UCA0IA OF COMP41AAlCE RECORDED I SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OCT.14 PER DOCUMENT ) I 1 2'x2' BROOKS "TYPE GRATED INLET A.P. A(. 254- 35/ -23 POR. AlO. 1997- 0510!65. TOP'r 2/3 -° ,I' - 20? ° DISCHARGE D FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING � THRU WALL W / /2 " P.c/C.P /PE NOTIFICATION OF COMMENCF FO VERIFICATI OF O LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. ENVIRONMENTAL DATA /grO D -75 CONC. OITCIV " "6 - A.0 I _ .� .. •.. / = ^ y T E'C r6Y -213 9 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 1. STEEPEST E�C/ST/NG /VA7 SLOPE OA/ --SITE = 40% � � En10 C -5 WALL � % TW A. SEWERS - LEOCAOIA SEWER Dl5 (121CT 7G0- 753 -0155 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. (NOTE: /1. OF PARCEL 0 ,6611 USGY GRADED) B 71M C -3 WALL " B/Vc2090 sa p \y B. GAS 6 ELECTRIC - 800/422 -4133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Z. MAX /ARUM VERTICAL DEPTH OF CUT= 5 5 DAY RAIN PROBABILITY 3. MAXIMUM VERT /CAL DEPT�J OF THE END OF EACH WORKING DAY WHEN THE FIVE C. WATER : =3° - SAN 01EGUI•(O WA'(EI? 760- 633 -2709 ( ) I 6 \ Id F / FORECAST EXCEEDS FORTY PERCENT (40%) . SILT AND OTHER DEBRIS SHALL _ ?7000 F¢3 ` Z� L/AIED Bow DI . 4 BE REMOVED AFTER EACH RAINFALL A VERAGE ©EPT11 OF CUT. CUT VOL _ _ !94' \ \� . ✓ PE/Z D ?5 \ =212 - D. TELEPHONE - 800/422 -4133 - PACIFIC BELL CUrA/ZEA 10,910 Flt - -ZE 6 , K 5, AVERAGE DEPT/IOFF /LL e FILL VaL - 27,000Ff3 =.95 �� ) PV , 10. SHOULD GERMINATION OF HYUROSEEDED SLOPES FAIL TO PROVIDE t`/(4 AREA 28,175Ft2 . . E. CABLL� TV - BOO ¢22 -!1133 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO ITEM STD D11G SYMBOL ti_ , _ •, NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW - •;;�,.: • : �\-f• `v :; ::, _ IS _ INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CUT SLOPE (2:1 MAX) ---------- ---- - --- LOCATED Z, /CUT _ __ �_ . \ {, b 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF Igy�` ����, �5 NBc� /Z ° S7 " W 0 ¢ 5 `y \ PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: 7GO /633 -2770 CONSERVATION. FILL SIAPE (2:1 MAX) __- -� 20G- '" �y, ---------- - - -- - -- 2•• /FILL � _� � w ., V . �j 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EARTHWORK QUANTITIES ARE CALCULJITED ON A MEET E1C /ST. i \\ °! T 3� QO^ BLOC/ 1 / '"` p N c� THEORETICAL BASIS AND ARE UTILIZED FOR PROPERTY LINE ____________ ____________ ov , 1 \/ \6W- 20�J4� ';' WA LL PER - rI q m INSPECTION. PHONE: 760 /633 -2770. ALL WORK PERFORMED WITHOUT COA/C, D - 75 PROPOSED 6 WIDEPR!!/ATE \ \ \ / BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN ANTITIES - BROW D/TCel DRAINAGE EASEMENT PER I r \ O�j y l 1 • SHRINKAGE AND /OR SWELLING FACTOR LOSSES, EASEMENT LINE ------------- ----------- FINAL PARCEL MAP. / L / [tL TYPE 3 , a PERMIT PURPOSES ONLY. ACTUAL QU \ FIRE ACCESS /SITE REQUIREMENT NOTES EARTHWORK. S - -° - /. ` NUMBERS SHALL BE CLEARLY V/SII F Al TILE S7k'EET FRONT /A/G EXISTING CONTOUR - - - -__ 2 p / 9 �4 CJl `, `J �1 \ ` 209 o S -- - -- \ THE STRUCTURE, WHERE STRUCTURES ARE TED OFF A ROADWAY ON LONG 3GOCAI R�°P WALL PER C 3 OR C -5 AW?ERE ,I/ ®rE® �•m l V 11 1 1 OR /t/EWAYS, A MONUMENT sWAI- L BE , °LACED A THE ENT/ZANCE WAIERE T/lE f TH/ 2` FINISH CONTOUR ______ _________ >> i S� CUT= 1000 - C.Y. PCL 2 -�C� -- \ gyp, $I Ij DRIVEWAY INTE,ZSECTS THE MA /N ROADiUAY. PEI?MANENT ADO.�ZESS NUMBERS 1.-1 , a o o a SHALL BE DISPLAYED ON TA/IS MONUMENT. M 1111 /MUM FIVE (5)1N6q, BERS FOR FILL- 1000 ± C. Y. PCL I a �� EXIST. GRADE _________ ________________ C2 S e I r:'[ I( "I f A % l A ` 10 RES /DE - NTIAL ANO E/GNT (8)1NCN MIMIMUM FOR COMMERC /AL "UF. C. !LOCAL AMENDMENT I O L � t , ;, I-! v I i \ et (^ �PROROSEDZ' ADDITIONAL EROSION CONTROL NOTES R. °° COMBUSTIBLE MATERIALS: PR /OR TO TAIL DEL/VE'PYOF COMBUST /BLE MATERIALS ON IMPORT /EXPORT= $ C. Y. B•W_ I W /DE F0MiNG FINISH GRADE ------------------------- _ Z9 SUNK / )Elr A N Nil. I D; 31 1 THE PR 1 a7 ECT.F1r6 WATER AA/D SEWER SYSTEMS SMAIII SAT /SFAC;r0,I PASS Al-t- EA Ir SCA 1 JUTE MATTING HYDROSEED /NG OR REQU /ZED TESTS `eVD BE CONef/ECTED TO T!!E PUBL /C WATER AND SEd1/ERSYSTEMS. '�� ,lip TY � L -E DAYLITE LINE ------------ ---- -- - "--'� APPROVED