Loading...
HomeMy WebLinkAboutDWG 451-6A; SDP 06-13; ASPIRATIONS DAYCARE CENTER; 01-0711~,■;:r _., ·--~ ,_ .. -----~--~ ---------------------------------~ t . 1 . ' I • . ' ) ' i1 ' ' ,. i ' I I ..------------------------------------------------------------------------,i E 0 ~ i' :o ~ ,.... ~. " " '-,.... <f C '-' ~ 0 ~ C· I '-'' a I N "' ,,., 0 / w (/) 0 1.,_, a {l_ / c:, z i5 <f a 0 / > -' 0 / 0 z <f -' / 0 0 "' w '(, ~ r0 0 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 Of THE CARLSBAD WNICIPAL CODE.) 1 • TH IS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COCIE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS l'/HEN NON-CONFORMANCE IS DI $COVERED. . 3, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVEREO DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4, RIGHT-of-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MIN I 1-.UM AMOUNT OF $1 , 000, 000 . 00 FOR EACH OCCURRENCE OF LIABILITY. TI-£ INSURANCE COMPANY WRITING THE PO..ICY WST HAVE A RATING OF 'A-" OR BE:TTER AND A SIZE CATEGORY Of q_ASS Y OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE, :S. Ut-1..ESS EXEMPTED BY SECTIOO 301. (b)5 OF THE UNIFORM BUILDING COOC, RETAINING WALLS OUTSIDE OF PUBLIC Rl~T-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CI TY ENG I NEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL r:F THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-of-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHIQES SHALL BE MAINTAINED . TO THE PRO.£CT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET,(B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER r:F THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF' THE COMPLETION OF FIELD TESTS. lJ, A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATIOO REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TI-IE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY Of CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14, A PRECONSTRUCTlON t.EE:TING SHALL 811: HELD AT THE SJJt PRIOR TO THE BEGINNING CE WORK AND SHALL BE ATTENDED BY ALL REPR£SENTATIVE:,j RESPONSI(J_E FOR CCNSTR\JCTION, INSPECTION S\ffRVISION TESTING AND ALL OTHER ASPECTS Of TI-£ WORK, THE CONTRACTOR SHALL SCI-EDULE THE MEETING BY CALLING (760)438-3891 AT LEAST flVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS WST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PRO.£CT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT MADE BY CALLING THE OOINEERING 24-HOUR INSPECTION REQUEST Lit£ AT (760) 438-3891, INSPECTION R£0UEST MUST BE RECE I VEO PR !OR TO 2: 00 P . M • 00 THE DAY BEFORE THE INSPECTION 1$ NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY Ur-LESS YOU REQUEST OTHERWISE, REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH M DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, !NQUDING SHORING, AND SHALL BE SQ.ELY RESPONSIBLE FOR COl'-FORM!NG TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STAl'OARDS, LAWS ANO REGU.ATIONS. 17. THE CONTRACTOR SHALL COtfORM TO LABOR CODE SECTION 670:S BY SUBMITTING A OETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE OESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE Of WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If TI-£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED By THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY Of THE OSHA EXCAVATION PERMIT MUST BE SU3MITTED TO THE INSPECTOR PRIOR TO EXCAVATION. HI. NO BLASTING SHALL BE PERl;ORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY Of CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. GRADING NOTES (CONTI 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUa<S, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIDD BETWEEN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST Of CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. ) 21. ALL DFF'-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO fU,L WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FR(),!, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A R£SULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED Ot-1..Y WITHIN TI£ AREA TO BE GRADED. NO TREES ARE TO BE REMOVED Ut-1..ESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTI-EN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVEll BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEDEO WITHIN TEN ( 10) DAYS r:F THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY r:F CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR Tr£ PROJECT, DRAWING N0.451-SL, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK r:F THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIWM 0--i.OAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH JS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABAt-OONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION r:F ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) WITHIN TI-IE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION Of THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. GRADING NOTES CONTINUED ON SHEET 2 SOILS ENGINEER'S CERTIFICATE: ~. SHAWN WEED9N,AREGISTEREO CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY OOING BUSINESS IN THE FIELD Of APPLIED SOILS MECHANICS, HEREBY CERTIFY lliAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT 'MTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETv.£EN THE DATES OF APRIL J, 2006 ANO JANUARY 3, 2007. TWO COPIES OF THE SOILS REPORT COMPLIED FROM S STUDY, 'Mlli MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE O CITY ENGINEER. -~~~ @ ~ w '1c1~, SIGNED: fE· NO.: DATE: Sl-!AWN WEEDON 2714 LICENSE EXPIRATION DATE: yf4°J,_.,....a...._ LEGAL DESCRIPTION 'f!f,.;1-~'°'<'l~t~ .. (/&, ril ~o ""i 1$ Nu7~/--.-:, .:-i\ r ~ "°~ '"I * 0, ... ., */J ~ r}t· : ~/"{:Crt~,:;\~ ·' t:~1,v .. y "'::;.;:;Ji:;,,;.;;, PARCEL 1 OF PARCEL MAP NO. 20174, (CITY OF CARLSBAD, MS 05-05) IN THE CITY OF CARLSBAD, COUNTY Of SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF FILED IN THE OFFICE Of THE COUNTY RECORDER OF SAN DIEGO COUNTY, 00 DECEMBER 20, 2006. PROJECT LOCATION THIS PROJECT IS LOCATED IN PARCEL 1 OF PARCEL MAP NO. 20174 (MS 05-05) ASSESSORS PARCEL NUMBER 213-110-15, THE CALIFORNIA COORDINATE INDEX OF' THIS PROJECT IS: N 1988 E 6249 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GE!,ERATEO BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON 02-09--06 BY HUNSAKER k ASSOCIATES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BASIS Of BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE IV, 1991.35 EPOCH, NORTH AMERICAN DATUM Of 1983 19. If ANY ARa-!AEOLOGICAL R£SOURCE$ ARE: DISCOVERED WITHIN ANY WORK (NAD83), GRID BEARING BETWEEN STATION QSS-070 AS SAID COORDINATES ARE AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMIEDIATELY, AND PUBLISl,£0 IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED THE PERMITTEE WILL NOTIFY THE CITY ENGlt£ER. OPERATIONS WILL BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN PRECISE GRADING PLANS FOR WORK TO BE DONE ASPIRATIONS DAYCARE CENTER THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLO'MNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY Of CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION N0.6277 & 6278 DATED APRIL 18, 2007. PACIFIC OCEAN CITY Of' OCEANSIDE CITY or VISTA CITY Of' ENCINITAS VICINITY MAP REFERENCE PLANS TENTATIVE TRACT MAP CT 99-03 MAP NO. 14543 NOT TO SCALE CITY OF CARLSBAD DRAWINGS 397-2R, 397-2Y, 397-2Z OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY lliAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS~EE OR WIV;E RETAINED TO SUPERVISE OVER-ALL GRADING ACTI\11 D ~ ON THE COMPACTION AND S ABI TY Of llilS SITE. -~~ () ~1 ALAN HEIM, PRESIDENT ASPIRATIONS, INC. SITE ·DECLARATION OF RESPONSIBLE CHARGE· I HEREBY OEQARE THAT I AM THE ENGINEER Of WORK FOR THIS PRO.£CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE OESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TI£ 0£CK OF PROJECT DRAWINGS At-0 SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER r:F WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. f !RM: RBF' CONSUL TI NG ADDRESS: 5050 AVE'.NIDA ENCINAS. SUITE 260 CITY, ST: CARLSBAD, CA 92008 Tfl..EPHONE: (760) 476-9193 INDEX OF DRAWINGS SHEET NO 1 2 3 4 5 5 7 DESCRIPTION TITLE SHEET DETAILS PRECISE GRADING PLAN CURB DATA STORM DRAIN PLAN STORM DRAIN PROFILES EROSION CONTROL PLAN EARTHWORK QUANTITIES CUT: 1200 CY FILL: 800 CY IMPORT: 0 CY EXPORT: 400 CY REMEDIAL: 0 CY NOTE: GRADING QUANTITIES SHOv.N ARE FOR PERMIT PURPOSES ONLY, ANO ARE NOT TO BE USED FOR FINAL PAY QUANTITIES 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RE COMMENDATIONS BY GE OCON IN CORPORA TED DA TED FEBRUARY 28, 2007. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY Of CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS MP #98-01 (FINAL PROGRAM EIR FOR THE VILLAGES OF LA COST A MASTER PLAN). 9. WATER POLLUTION CONTROL PLAN PREPARED BY RBF CONSULTING, DATED APRIL 16, 2007 WDID #9 37C346085. 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; AND THE STATE OF CALIFORNIA DEPARThtENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION RIGHT r:F WAY LINE SUBDIVISION/LOT BOUNDARY CENTERLINE EASEMENT LINE DAYLIGHT LINE DWO.NO. QUANTITY ---R/W--- ---1!?,--- ---t--- EROSION CONTROL QUANTITIES EXISTING WATER LINE EXISTING SEWER LINE EXISTING RECLAIMED WATER LINE EXISTING STORM DRAIN LINE --1)1 w - --s-- -RW- SILT FENCE: 950 LF HYDROSEEO: 0 Sf GRA I/EL BAGS AROUND DRAIN: 70 EA 6" k 10" PVC SD 12" PVC SD 8" PERf. SD PIPE GRATE INLET GRATE INLET SDRSD D-B 490 Lf 110 Lf 10 EA 1 EA so ---sos----- II 19 ABBREVIATION ABBREVIATIONS MEANINO EXISTING CONTM ~-------{ 60) ,........----so--AC 'l C&G R/W RCE TC ROS SDRSD SWK STD TYP FS EG TG ASPHALT CONCRETE CENTER LINE CURB AND GUTTER RIGHT Of WAY REGISTERED CIVIL ENGINEER TOP OF CURB RECORD Of SURVEY PROPOSED CONTM 8 • CURB SDRSD G-1 8" CURB lie GUTTER SDRSD G-2 BENDER BOARD 5' HIGH TUBE STEEL FENCE SWALE -x---x- SAN DIEGO REGIONAL STANDARD DRAWINGS SIDEWALK 5' HIGH SLUMP BLOCK WALL -----·-···-···-l.. :,._ ---------' ' ·: .. : _] STANDARD TYPICAL FINISHED SURFACE EXISTING GRADE TOP Of GRATE POROUS PAVEMENT (PCC) 5' CONCRETE SIDEWALK SDRSD G-7 4" AC PAVE'-ENT/ 6" AGG. BASE 11,920 Sf 6,100Sf 10,400 Sf I: .• : ........• : .. j _. • • . A • • • - ' l_. __ .,._,. . -- .... ALLEY TYPE CURB RAMP CITY GS-20 3 EA ~ ..____........._ ____ -...,..~~-;;;-----,,.., ~ s· WR& 5DRSD G· I l+l Lf '--·----....._--________ ..... ___..,..,...____,.,......___ _ _,..,.......__, .... ___ ...... ,.~ REQJIREO TREATh£NT CONTR<l. rn.f' TAl3LE TYPE OCSCRIPTION OWl'ERSHIP MA[NTENANCE Slfl:T NO. MAINTENANCE '-:, AGRED.ENT FREQLENCY ' INSPECT ANNUALL I If IL TRAIi ON/ m.P MAINTENANCE I: AFTER LARl£ POROUS PAVEMENT FILTRATION PRIVATE 3 STORMS k VACULt,t lliROUGH PAVEt.ENT AGGREEMENT CIJARTERLY BMP INSPECT 4 fl L TERS S!l. IDS MA I NTENANCE FILTER INSERT PASSING THROUGH PRIVATE AGGREEMENT 5 Tl f.CS/YEAR AND GRATE INLET REPLACE BOOMS SUSMP PROJECT PRIORTY: MEDIUM BY: ~-o~~ IMOTHYM~IELE .l-~ INDEX MAP -·If'.-'---SCALE 1 "= 1 00' RC£ NO:C _6 .. o_,_25 __ 3_ ------0 PRECISE GRADING PLAN SHEET NO. REGISTRATION EXPIRATION DATE: 06-30-08 ~ EROSION CONTROL PLAN SHEET NO. pT.AlrNJNr DEPARTMENT APPROVAL •As BUILT" ,{, 1/.i !» ~ DAT'Fl.f/rJ/o1 BENCHMARK OWNER/DEVElDPER: ~~# <,poµa C I SIGNED) , DON NEU. / PLANNING DIRECTOR P.E. i.oza;s EXP. 0'4-!J()_/JO DATE DESCRIPTION: STD. STREET SURVEY MONUMENT ASPIRATIONS, INC. LOCATION: STA. 288+89 EC ON CENTERLINE Of EL CAMINO REAL \'1,\fESS lbt"-1966 CHERRYWOOD ST f-\ ,:7 -~ DAT'Fl. j/17/01 RECORD FROM: S.D. CO. VERTICAL CONTROL R1800 288+89 ' y ( VISTA, CA 92081 V {SIG REV1Ev.£D B~ e./4e.laa ELEVATION: 311.407 M.S.L. DA TUM: NGVO 1929 s-~~ ... -~~ PHONE: (760) 521-3918 RECOIIMENDEO BY: 0MI>~ ~~ ~~ ~ ~ ~\ ; tt,.C6028J :;;' {PRIJIT NAIIE) INSPECTOf( DATE -ii Exp. 0.-»-01 ,. /;-/&,()/;(! --rr /1\. A~-e.u1LT SHT 3 ,._ .i- ~~fJV\\. ~,$ I SH1EET I CITY OF CARLSBAD I SH7~ I l'e or t•"\\,. ENGINEERING DEPARTh4ENT -PRECISE GRADING PLAN FOR: PLAN PREPARED BY: ASPIRATIONS DAYCARE CENTER ~ PLANNING ■ DE51GN ■ t:□NEiTRUC:Tl □H UnderlJ'OU'ld Service AkJr1 CARLSBAD,CA = 5050 AVENIDA ENCINAS, SUITE 260 APPROVED: catTOU.FREE CARLSBAD, CAI.JfORNIA 92008 I f .0 (lJ ~. DAVID A.~~:~z;~ 1-800-422-4133 CONSULTING 760.476.9193 • FAX 760.476,9191 • www.Rllf.com DEPUTY CITY ENGINEER PE 33081 EXPIRES B/30/08 ,-'OA TE REVIEWED BY: ~ NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY DIEGO COUNTY RECOODER ON FEBRUARY 8 2002 IE N 36'47' 12"W ,. ' f FROM THE CITY ENGINEER TO DO SO. ' . !I r I\\ _-rli, 7dd4? DATE:1•;3-07 OWN BY: DL PROJECT NO. DRA'MNG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SDP06-13 451-6A lV/0 WORKING DAYS BEFORE YOU DIG TIMO TH WrH IELE R.C.E # 60283 ENGINEER CE WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 760-603-6243 , . ·.::a! .i1 1--: i ... ' ' [I i , t .,,, r· _--i f rL.--------------------------------------------------------------------------------------------.... ..,..i j [ ~ · .. ~.,.• .~· 1·11· ■'. '.•.ii·i·•i I :· i :,-,1t:1 I , , .. , ,: I i, ,, ' I I ; I ;j I! ' ' ! I ! ' i ,1 ! !; ' ' ! ': : ' ' 0 fr' w en 0 '--' 0 <-' I- GRADING NOTES (COND 33, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FU..L WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGl<E ATlcT TIME WARNER CABLE COMMUNICATIONS CITY OF CARLSBAD (STREETS le STORM DRAIN) CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW) 34. PERMIT COMPLIANCE REQUIREMENTS: 1-800-422-4133 1-800-660-7343 1-800-892-0123 1-760-438-7741 1-760-434-2980 1-760-438-2722 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEa...OGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL Tf-E WORK IN PROGRESS 15.16.120.A.8 CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL Of" A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SU3MITTED TO THE CITY ENGINEER VIA THE PRO..CCT INSPECTOR 15.16.120.A.10 CARLSBAD MUNICIPAL COOE: (1)f"INAL REPORT BY SU'ERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OOTAIN SAWLE Of" COWLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3)REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES CF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4)REPORT WITH AS-BUILT GEa...OGIC PLAN, If" REQUIRED BY THE CITY. 35, UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESU3MITTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS TITLED UPDATE GEOTECHNICAL REPORT VILLAGES OF LA COSTA -THE GREENS; NEIGHBORHOOD 1.02 DAYCARE CENTER CARLSBAD, CALIFORNIA BY GEOCON INC. DATED 2-28-2007 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE D01'£ IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. SIGNING AND STRIPING NOTES 1, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING, 2, ALL SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), THE CALTRANS STANDARD SPECIFICATIONS (2()06 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING 1$ SUB..CCT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR, OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4, ANY DEVIATION OF THESE PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLE;CTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE: ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PRO..CCT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED ~ BY THE PUl3LIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO o INSTALLATION. 8 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND 1 PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY l'. THE CONTRACTOR. (L I 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS ~ STENCILS, 8 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL G HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. ,,, 12. ALL CROSSWALKS, LIMIT LINES, ST<l" BARS, PAVEMENT ARROWS AND G w PAVEMENT LEGENDS SHALL BE THERMll'LASTIC lJt,LESS OTHERWISE SPECIFIED. ii' 13, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA f MANUAL ON ~!FORM TRAFFIC CONTROL DEVICES (FHWA'S WTCD 2003 ! REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO ~ REGIONAL STANDARD DRAWING M-19. ~ 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. S 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS 5' AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 0 z 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL MING WITH BREAKAWAY "'i BASE PER SAN DIEGO REGlONAL STANDARD DRAWING M-45. R/'11 10' 4.5' 5.5' EX. SWK/ ·-- EX. C&:G LOT 1 R/W 63' 63' 44' 18' 44' 10' 5.5' 4.5 2:1: 2:1: ----:U -----, ------·-- - U: --:::----=:c~ ------ EXISTING EL CAMINO REAL NOT TO SCALE 5.5' 30' FINISHED GROUND SWK PER DWG #397-2R CtG PER DWG #397-2R 17.5' FUTURE.LANDSCAPE~-- -,--~ (:r~~--- FUTURE SWK PER _/-,~:,;-~ADEP~R~hr~r~s~F_=_=_~tJ,~~ARtT;:;;JH~E~S~'C"""(=_~;::-·£·~;t:• .. ·" SWK SDP05-18/Sl.f'05-17 7'-3'± , , 6" CtG PER 9-4± S~G-2 SITE WALL TYPE A PER ARCHITECTURAL PLANS () 6" OJRS PER \_ 4• AC PVMT SDRSD G-1 6" AG~. BASE (MIN.) PROPOSED 8" WATER MAIN T. I. -5 EX. 8" SEWER PER 397-22 TYPICAL SECTION A NOT TO SCALE It 1_s_. 2_9_•_1 ___ 1_1 ._s_·-~1 _____ 2_4_• ---~140· PARKING STALL LANDSCAPE APE..A 11 MIN. --- -- LOT 1 8" POROUS CONCRETE 3/8" COARSE AGGREGATE EX. GROIJ-0 (560-C-3250) (REFER TO POROUS CONCRETE SPECIFICATIONS IN BUILDING SPEC IF I CA TI ONS) LANDSCAPE AREA 6" CURB PER SDRSD G-1 - ---- 6" POROUS CONCRETE PVMT 6" OURB PER SDRSD G-1 6"N95:I: COJ.f'ACTED AGG. BASE 6"N951 COMPACTED AGG. BASE PROPOSED 6" PREF. PIPE SITE WALL TYPE C PER ARCHITECTURAL PLANS VARIES - LANDSCAPE AREA DEPTH ~ TYPICAL SECTION B NOT TO SCALE VARIES 46'-77'± It I I I 1" DIA. CRUSHED GRAVEL BASE OPEN GRADED ROCK 8 THICK MIRAFI FILTER FABRIC #140 OR APPROVED EQUAL - TG PER PLAN "NOS" 12" X 12" OR 24" X 24" GRATE OR APPROVED EQUAL □PER&;PL~A;N~711si\;~i;rj~~:i'ffi-~i1:;ftf-~§p~~;~l;~~T :::~FL~OG;;N ::S G::~: BAS IN FILTER INSERTS (SEE SHEET 5 FOR MDDEL NO.) OR APPROVED EQUAL rV_A+I_E_S----,r, ___ 7-i--.::12:.."~0R 24° PVC RISER {IF NEEDED) !NV. PER PLAN lc---DRAIN PIPE "NDS" UNIVERSAL OUTLET OR APPROVED EQUAL "Nos· 12· OR 24" SQUARE CATCH NOTES: BASIN (OR APPROVED EQUAL) 1. ALL FITTING BY: NOS, INC. (OR EQUAL) 851 N. HARVARD AVE. LINDSAY, CA 93247 2. DO NOT GLUE GRATE OR RISER TO PIPE. 3. GLUE: "l.P.S. WELD ON"# 773 SOLVENT (MEDIUM BODIED FAST SET) FOR PVC PIPE THRU 6"111 STORM DRAIN INLET DETAIL A NOT TO SCALE 3/4° REBAR(DOWELS, 14" LONGO 12" O.C. AT CONSTRUCTION JOINTS 8" THICKENED EDGE WHEN NOT ADJACENT TO CURBS 6" PERF. PIPE AT LOW END OF PARKING LOT NATIVE SCARFIFIED AND RECOMPACTED TO 95:1: RELATIVE COMPACTION. PLUG IF AT_, . ....,,, END OF RUN NOTE: AS SHOWN SQUARE GALVANIZED STEEL TRAFFIC GRATE SEE NOTE BELOW. !STAR FLOGARD PLUS CATCH BASIN FILTER INSERTS (SEE Sl£ET 5 FOR MODEL NO. ) OR APPROVED EQUAL TG AS SHOWN PRECAST CONCRETE STORM DRAIN INLET (24"x24" SQ.) i---6" THICK CONCRETE BASE -s• PVC RISER PVC TEE S.D. PIPE AS SHOWN ON PLAN WHEN CATCH BASIN IS LOCATED IN CONCRETE PAVEMENT AREA PROVIDE FELT EXPANSION JOINT AROUND n£ BOX. PRECAST CONCRETE SD INLET (PVT) DETAIL B NOT TO SCALE 4" A.C. PAVING 0 ., . O o . 6" 0..ASS JI AB 0 o_ o VARIES ~ARIES 7'-20' I LOT 20 6'-8':l ' 1 ' TYPICAL POROUS CONCRETE SECTION .' 2 ' TYPICAL PRIVATE ACCESS DRIVE PAVEMENT SECTION SITE WALL TYPE A PER ARCHITECTURAL PLANS LAN:lSCAPE APE..AS PRCV'OSED 12" PVC STORM DRAIN 5.83' 6.5' CONCRETE WALKWAY 6" CURB OR 6" C&:G PER SDRSD G-1 le G-2 LIMITS SHOWN ON PLANS E)(. GROUND _/ VEGETATED SLOPE (PER DWG NO. 397-2Y) TYPICAL SECTION C NOT TO SCALE 17.5' PARKING STALL -------- PRCV'OSED 6" PREF'. PIPE 26' 11.51 MIN. 6" POROUS CONCRETE PVMT I I I 17. 5' PARKING STALL ,.,...- " 3 , NOT TO SCALE 2.5' OVERHANG . / EX. GROUND 6" CURB PER SDRSD G-1 6"N951 COMPACTED AGG. BASE \. 3 , NOT TO SCALE •As BUILT" P.E. &0283 EXP Ob/30/10 • V • DATE ~ CITY OF CARLSBAD ==========:==============================~~====:====~====~===~ ~ ENGINEERING DEPARTh1ENT I SH7TSI 1 f: 17. WHEN A SIGN IS ATTACHED TO A Pa...E, IT SHALL BE MOUNTED USING A o STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRAO<ET WITH STRAPS. 6"N95:I: COMPACTED AGG. BASE PLAN PREPARED BY: DETAilS & TYPICAL SECTIONS FOR: 1 ;:, 18. EXISTING SIGNS REMOVED BY TI-£ CONTRACTOR SHALL BE DELIVERED BY THE ,::; CONTRACTOR TO THE CITY OF CARLSBAD PUl3LJC WORKS YARO AT 405 OAK ~ AVENUE, NOT TO SCALE c 19, ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND ■ ■ ■ ~: INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN ,C □N5ULTING :;J AS EXISTING TO BE RELOCATED OR TO REMAIN. REVIEWED BY: TYPICAL SECTION D PLANNING ■ DESIC3N ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 ■ FAX 760.476,9198 • www.RBF.com ASPIRATIONS DAYCARE CENTER CARLSBAD, CA APPROVED: OJ DAVID A. H US R 9 ~& •? ~ ~ ~; OATE1,/3-o7 1---,-0A.,.,TE:--,rlccNlc=-TIA""L-+----------------I--O-ATE-+-IN_ITI_,\L-I--D-ATE-4-IN_ITI_,\L--I OWN BY: -="?o- f? TIMOTHy'ji,fiHIELE R C E # 60283 REVISIO" DESCR PTO CHKD BY: DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DATE PROJECT NO. DRAWING NO. / 760-603-6243 , , ENGINEER C1' WORK " I I N OTHER APPROVAL CllY APPROVAL RVWD BY: ! : 11-~--------------------------------!;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~;;;;;;;;;;~~~~~~~~~~~~ '~ SDP06-1.3 451-6A 1 ------- I l I I 1: I, ' ' i i \ ' 305.59 TC 305.84 TC R26 IID-( 35' COVENANT CF ESMT FOR RECIPROCAL ACCE~S Al-0 PRIVATE UTILITIES DOC. 2005-1054411 DATE 12/07/05 306.09 TC I p:~&SE~sff1 - 306.34 TC . 30 .71 TC 30 . 78 TC 30 .83 FS I •·. I I J •·· ti,. ~~ /<. I . ~ #~W.~'• PROPOSED 20' WATER ESMT. g ,1 ·. 21 305.29 FS ~t-- 305.52 TC BIJILDING !FF=305. 8! !PAD==305,. 2! 305.93 TC t I 306.01 TC 305.32 TC 305.91 TC 305.94 + 305.64 FS 305.02 TC 305.20 C, 3bs.o!i re 305.00 TC PARCEL 2 PARCEL MAP 2017 4 (JYJS 05~05) PLAN PREPARED BY: DESIGN ■ C □NSTRUCTl□N IDA ENCINAS, SUITE 260 BAD, CALIFORNIA 92008 76.9199 • www.RBF.com \ I .-- I A~· BUILT CONSTRUCTION NOTES (D INSTALL 6" POROUS PVMT CONC SLAB. ffi @ INSTALL 4" AC PVMT AND 6" AGG, BASE. EB @ INSTALL CONC SWK PER SDRSD G-7. © 5' SLUMP BLOCK WALL PER ARCHITECTURAL PLANS. @ 5' STEEL TUBE FENCE PER ARCHITECTURAL PLANS. © INSTALL MODIFIED TYPE C CURB RAMP PER SDRSD G-29. (D BENDER BOARD EDGING PER LANDSCAPING PLANS (FOR REFERENCE ONLY). © REFUSE BIN ENCLOSURE PER CITY OF CARLSBAD STD DWG GS-76 TYPE A (FOR REFERENCE ONLY). @ INSTALL CURB RAMP GS-20. @) INSTALL CURB RAMP TYPE B PER SDRSD G-27. SIGNING & STRIPING LEGEND ~ INSTALL THERMOPLASTIC LIMIT LINE, PAVEMENT MARKING, OR ARROW AS SHOWN. I!§) FURNISH AND INSTALL SIGN(S) AND POST. ~ NEW SIGN (ONE POST) SCALE: 1 "~20' •As BUILT" fi#fUa/R ujtt(P8 p .E. 6DZ&3 EXP. _Qf.}1_0,_,/t~O _ DATE • DATE ~ CITY OF CARlSBAD I SHEETS I t----+--t----------------l--+--1---t---~~ ENGINEERING DEPARlMENT ] t-----l----le-----1 PRECISE GRADING PLAN FOR: ASPIRATIONS DAYCARE CENTER CARLSBAD, CA 091107 " C ,, : (C '~ ' : OC; I :0 I £le I W 'a, 'o ' ...J 'o : <.!) ' 1- , <.!) ''~ 0 I -q: 'o I I ' <.!) '"-- i I N ' <D ,,., G ,.., w v, C, w Cl' N 1 989 466.24 E 6,250, 21.26 8.5' Lor 1 GPA 05-15 SDP 05-18 MAP 14543 MP 98-0lG SUP 05-17 L-......L_J..._~41-0--'--'-___J'---' ------------- II) 8.5' PARCEL 1 PARCEL MAP 20174 (MS 05-05) 6,250,543.8 . "' N N 1 989 343.88 E 6,250,667.57 ,, / I I I I I ,,A \ \ \ NI 989 317.84 E 6,250,599.46 I I I PARC.EL 2 PARCEL MAP 20174 (JvJS 05-05) ~---J I \ \ \ \ LOT MAP 20 14543 \ \ \ SCALE: 1 "=20 ' 60 © BEARING/DELTA 1 N81'52'03"W 2 a5•11·01· 3 94•49•07• 4 N81.51 '55"W 5 NOB•o9•oa"E 6 N81 •50• 46"W 7 90•00·00· a No8•09• 16"E 9 90•00·00· 10 N81"50'44"W 11 No8•09'08"E 12 Na1•50•44•w 13 90•00·00· 14 Noa•o9• 16"E 15 go•oo·oo· 16 N81"50'45"W 17 Noa•o9·oa"E 18 Ne1•50•44•w 19 89•59•30• 20 Na1•50•44"w 21 90•13•27• 22 Na1•50•45"w 23 Noa•o9•11"E 24 Na1•50•52"w 25 78" 31 '43" 26 101·31 •57• 27 Na1•50•44"w 28 Noa•o9·08"E 29 No8•09'08"E 30 Noa· 09 • 1 J"E 31 N81'50'52"W 32 59•59• 19" 33 NOB·oa·2rE 34 90·00•41• 35 Na1•50•s2"w 36 N81·s1 •55•w 37 95•24•57• 38 8J•34•55• 39 N81 52 03"W 40 N81·s2•03•w 41 85·11•29• 42 94•48•39• 43 Na1•51 •55"w 44 No8•09•oa"E 45 Na1•50•43"w 46 Noa•og 02"E 47 89•59•47• 48 Noa•o9• 15"E 49 90·00·00· 50 N81 '51 '55"W 51 Na1•51•s1"w 52 N81 • 51 '55"W 53 N81'51 '51"W 54 45·02•25• 55 45•02•59• 56 45•03• 12· 57 29°59'23" 58 29•59•30• 59 N81•54•50•w 60 90•00·02· 61 N08"09' 17"E 62 N81•5o•s1"w 63 No8•og•oo"E 64 180'00·00· 65 No8•09•oo"E 66 N81"50'55"W 67 NOB"09'00"E 68 90•09•21· CURB DATA RADIUS LENGTH --40. 01 ' 20.00' 29.74' 2.00' 3.31' --15.45' --51.00' --15.00' 2.50' 3.93 --2.00· 2.50' 3.93' --15.00' --85.00' --15.50' 2.00' 3. 14' --4.00' 2.00' 3. 14' --15.50' --17.00' --12.50' 5.00' 7.85' --26.00' 5.00' 7.87' --25.00' --17.00' --23.00' 7.00' 9.59' 2.00' 3.54' --15.41' --92.00' --51. 50' --1 .oo· --13.50' 2.50' 3.93' --2.00 2.50' 3.93' --13. 51' --15.38' 2.00' 3.37' 20.00· 29. 18' --133.73' -269. 11' 20.00' 29.74' 2.00' 3.31' --15.44' --51.00' --19.84' --56.93' 20.00' 20.94' --3.25' 2.00' 3. 14' --12. 04' --12.04' --12.03' --12.04' 3.00' 2.36' 3.00' 2.36' 3.00' 2.36' 20.00' 31. 42' 20.00' 31.42' --0.66' 1.00' 1.57' --3.33' --6.50' --2. 91' 1.00' 3. 14' --2.91' --6.50' --3.33' 1.00' 1 • 57' NOTE 6" Cl<G 6" Cl<G 6"TO 8" C~;8 ~AN5ITION Yi\ 8" CURB "' 6" TO If Cl/R& TRAN~lflON 6" CURB 6" CURB 6"· CURB &'TO ~ Cl/RB TRAN51TION 8" CURB ,·m 8" WR& TRAN5ITIOH 6" CURB 6" CURB 6" .CURB 6"TO s· CURB TR~NSITl◊N 8" CURB 6"101· CURB TRANSITION 6"'"\ .. ~ 6" CURB 6" CURB 6" CURB o• CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" Cl<G 6" CURB 5-· CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" Cl<G 6" CURB 6" CltG 6" Cl<G 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB s· CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB 6" CURB •As BUILT" fiM(fif'k P.E. i,0.283 EXP. Ob/'50/10 REVIEWED BY:dL../. e~✓~• INSPECTOI¥ • • e/(ojo8 DATE '"--/ c:, ,z i3 <! O' C: '/ > ~ I 0 I z I <! '...J L i------1Sc-.. rr..._-t-----_s_-e._u1_Lr _______ --t--+--t---+----1 J SHE4ET I CITY OF CARIS BAD I SH7EETS I ~~=='c'===:=:::EN::::G:::IN::E::E:::R:::IN::::G::::D::::EP::::A:::R:::Th1=EN=:T==:=:::.':::=:'==; HORIZONTAL CONTROL PLAN FOR: 'f, No8•09•oa·E PLAN PREPARED BY: C, :r'----i - --~A. - ---,--- -R/W------ -------- - - . ,~c~, v:..-~h·-----~ -~---22-~:~~•---------------------------............ ~■ ■ ■ ;". ====~--=---:: .. '--"----===-:===-======--:: -------------------------------------------------------------------------------------------------------0 ,ii CONSULTING PLANNING ■ P£SISN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 ■ FAX 760.476.9198 • www.RBF.com ASPIRATIONS DAYCARE CENTER CARLSBAD, CA :.'.'.' EL CAM I NO REAL REVIEWED BY: ~ ==4:/:k.~~Ll~~~,_~,..• 1_ _______ ~DAccT.=.E"-'"E,U,/,c,3e!.·~ffjJ.. t----:cDA"'T!::-1--,1""N1""TIAL::--t----------------+--0-AT!-i--lN_ITI_AL-+-0-AT!-+-IN_ITI_AL--I g~~D s;~:~Co=,c,-PROJECT NO. DRAWING NO. [' TIMO~ R.C.E # 60283 ENGINEER CJ' WORK REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL RVWD BY: SDP06-13 451-6A •-:;:1 _____________________________________________________________________ 2;;7;60;-;6;03~-;6~2~43;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;;~;;;;~~;;!;;~~~;;;;;;;;;~~~~~~~~~~~~~ i ' ' 1, ,/ ' l t " t ! , . ! 11111111■: : II! ! ,:i :!i ,I: ,I! !11 ·::i ,, : ,·:1, '!i '!i :11 Iii: .I !:il j!lj 'ii '11 1! !', ''II .:11 :11 ii .,I, 111 ·:111 :11: :j!! 1li• ;, j ,, 'I' .1!; i:' d' ii I ::11 ' 'i 11: :ji ii ,, :i:! :ii! :! 1·:1 " "I !11 i :111 ::11, :,!i ·,,1 :!1 •,II 'I' " •I! ! ;:] 1:1! ,,!1 ij! ·ii ,;I , 11 Ii " ' :ii, ,,,1 !''I ·1!1 ::i' ,I ·I: '1! " ij ''!1 ,:j, :i! .:1: :11 f :11 'i 0 ' '' (C, :·1 ,,., c ) ~ j " :id c, h ' I'' <D i :] ~ 'I' -... iji1 Ci, 1 1ij 'I, 0 ,,i:1 "' ii' w I' IL ' ;. 0 -' :': c, 1·11 i c::, :11 f-,1::. ii (c, "" ·;,1·: 0 ,1, of', :,I:: lj I 0 I iii 0 ll i!I i I ' N I ... '' ,,., I 0 : i / w 1 11' I,[• 0 "-' "' Q_ / 0 z 6 <( "' 0 > i3 / C z <( / C C <( <-.,, N <C r C C LC· <CJ / <i f- <i 0 11 / I I i L_-: Tl : :1 \ \ \ \ --· -------------- I 35' COVENANT Of ESMT FOR RECIPROCAL ACCEl>S ANO PRIVATE UTILITIES I DOC. 2005-1054411 I,,:' DATE 12/07/05 , I I PROPOSED , 10 ' WATER EiT,I r \ ,! l PROPOSED 10' WATER ESMT. I/~ IJ ,.,.aJf-----\:-~'D I CB-3 304.48 TG 20 297 .97 NV /--.( ' . : ··\ "' ' ' ' CONSTRUCTION NOTES @ AREA DRAIN PER DE.TAIL A SHEET 2 WITH KRISTAR FLO-GARD+PLUS CATCH BASIN FILTER INSERT 12'" X 12'" MODEL NO. FGP-12F OR APPROVED EQUAL. @ INSTALL PRECAST INLET PER DETAIL 8 SHEET 2 WITH KRISTAR FLO-GARD+PLUS CATCH BASIN FILTER INSl:.RT 24'" X 24'" MODEL NO. FGP-24F OR APPROVED EQUAL. @ INSTALL BROOKS PRODUCTS INC. 1212 CB W/ 1212T28 TOP, 1212T28 BOTTOM, & BOLT DOWN S11:.EL COVER. @ 6" PVC WYE CONNECT ION, @ INSTALL SINGLE TYPE G CATCH BASIN PER SDRSD D-8 WITH KRISTAR FLO-GARD PLUS CATCH BASIN FILTER INSERT 24" X 36" MODEL NO. FGP-2436F OR APPROVED EQUAL. @ AREA DRAIN PER DETAIL A SHEET 2 WITH KRISTAR FLO-GARD+PLUS CATCH BASIN F!LTER INSERT 24" X 24" MODEL NO. FGP-24F OR APPROVED EQUAL, STORM DRAIN DATA ~ BEARING/DELTA RADIUS LENGTH NOTE N60' 01 '55'"E --109.68' 12" PVC 2 N22' 10' 16"W --86.51' 10" PVC 3 N33'49'57"W --46.70' 10" PVC 4 N12' 18' 25"E --53.36' 6" PVC 5 N32'41'35'"W --17.50' 6" PVC 6 N00'38'06'"E --42.43' 6" PVC 7 N49'39'49"E --19.76' 6" PVC 8 N81' 50' 44' W --16.50' 10" PVC 9 N00' 30' 14"W --118.00' 10" PVC 10 N44' 37' 57"W --27.84' 10" PVC 11 N08'09' 16'"E --41. 75' e• PVC 12 N14'20'44'"W --12.17' 6" PVC 13 N81"50'44'"W --8.27' 6" PVC 14 N09"41' 10'"W --4.50' EX. 30-RCP . -' !ltl.,.■,U Iii T . I !Ill; 091107 ' I ; I " i ·~ ""-•••••• --·-···------------- --------------. ------------------------ 1 ' I I EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALAN f£1M AT (760)521-3918 2-EQUIPMENT AND WOOKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J,. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 1l£ ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO Tl-£ SATISFACTION OF THE CITY ENGitffR AFTER EACH RUN-OFF PRODUCING STORM. ,. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ml SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WI-ERE IMPOUJll)ED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCOOPORATED HEREON. 8. GRADED AREAS AROUND THE PRMCT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF' EACH WORKING DAY. I 50' INTERVALS I PLAN /. ~ /~ ~ D' 1 F \45 {{-, \\ ~ ~ c::> _[_1 BAG MIN. .,,,,-GRAVEL BAGS (TYP) ::x:::c:t::2 TYPICAL SECTION TYPICAL ELEVATION DIRECTION OF" FLOW 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40:C). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAH-FALL. GRAVEL BAG PLACEMENT DETAIL C ' ' I ' i ! 10. ALL GRAVR BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIIIJM AGGREGRATE. 11. SHOW) GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90:C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TDl'ORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A, HYDROSEED I NG SHALL BE APPL I ED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. NOT TO SCALE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH--, STER OR WOOD POST-~ 2, AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: ATTACHED FILTER FABRIC SECURRY TO UPSTREAM SIDE Of POST :'-.. ..... ~· a. NOT SCrEOU.ED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO TI-E PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE Fct.LOWING CRITERIA: 1 , ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1001 COVERAGE. ' ... : .· ' ..... : ..:;.;..._.. ·.: -. ··, ·-~ b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF" LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:C COVERAGE. TYPICAL SILT FENCE DETAIL E E ( I' I[; c ' I' ' '' ! 0 ' ' "' ' "' ' 2. AREAS SLOPED LESS TI-JAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEOING. THE DEVELa'ER SHALL SUBMIT A PROPOSED SCHEME TO PROV !OE IRR I GA Tl ON TO Tl-£ CI TY ENG I NEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NLJ.tBERS, TYPES ANO COSTS OF' TI-E ELEMENTS OF THE PRCPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEV£L OF" TI-E SOIL AT TI-E OPTIMUhl LEVEL FOR THE GROWTH OF THE HYOROSEEOED GROWTH. C. HYDROSEEOING MIX SHALL CONSIST OF" ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 lbs. PER ACRE OF Aa-llLLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) NOT TO SCALE STORMWATER MANAGEMENT NOTES f. 1/2 lb. PER ACRE OF OIMORPHct.ECA 1. MATERIAL NEEDED TO INSTALL STANDBY BMPS NECESSARY TO g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON COMPLETRY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM LOCATIONS l'H:RE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EROSION, AND TO PREVENT SEOIMl;NT DISCHARGES, MUST BE EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED h. ITEM a OF THIS SUBSECTION MUST BE INOCLI..ATED WITH A NITROGEN FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISrEO : ec, FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING OR VEGETATION STABILIZATION BMPS AS DESCRIBED BELOW ARE NOT i' ' ~ BROADCASTING BEFORE HYOROSEEOING. CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS i· ' '-' I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN REQUIREMENT. ' 1 UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD I <:: AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON 2. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL i '\" SAID CONTAINERS. BMPS MUST COMI.ENCE AS SOON AS GRADING ANO/OR EXCAVATION N J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED IS COMPLETED FOR ANY PORTION OF THE SITE. THE 8 SLURRY AT TI-E DISCRETION CF THE CONTRACTOR. CONTRACTOR MAY NOT CONTll'U: TO RELY ON THE ABILITY TD _,. 2. TYPE 1 Ml.A.CH APPLIED AT THE RATE OF' NO LESS THAN 2000 I bs PER ACRE. DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF ~ TYPE 5 llCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR GRADED AREAS THAT HAVE BEEN COMPLETED. , 8 HYDRAU.ICALLY APPLIED FIBER MATERIAL. MN STRAW IS USED IT MUST BE "' ANCHORED TO THE St.Cf'E BY MECHANICALLY PU-0-11 NG NO LESS THAN 50:C OF J. THE AREA THAT CAN BE CLEARED OR GRAOCO AND LEFT EXPOSED 1 ', f THE STRAW INTO THE SOIL. AT ONE TIME IS LIMITE::0 TO HE AMOUNT OF ACREAGE THAT THE ;z J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE su..FATE, 16-20-0, WITH CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED c 15:C S~R APPLIED AT THE RATE Of' 500 lbs. PER ACRE. RAINSTORM. <( "' 0 O. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEO!NG BY: 4. ALL Bllf'S MUST BE MAINTAINED. IF A SELECTED BMP FAILS, ~ 1. ROUGHENING THE 51.ff"ACE TO BE PLANTED BY ANY OR A COMBINATION OF: IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN o a. TRACK WALKING SLOPES STEEPER THAN 6: 1 ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO 00 SO. f, b. HARROWING AREAS 6: 1 OR fL,',TTER THAT ARE SUFFICIENTLY FRIABLE. FAIL\H: OF A BMP SHOWS THAT THE BMPS, AS INSTALLED, WAS z c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED ~ 2, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: AND SHALL BE CORRECTED OR MODIFIED AS NECESSARY. f, a. ADJUSTING THE SURFACE SOIL MOISTURE TD PROVIDE A DAMP BUT NOT REPAIRS OR REPLACEMENTS t.UST THEREFORE PUT A MORE ~ b. THE ADDITION Of' SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. PLAN PREPARED BY: PROFILE ...__ __ 2 GRAVEL BAGS HIGH (OMIT ONE(1)BAG ON TOP ROW FOR INFLOW) TYPICAL DRAIN PROTECTION DETAIL D NOT TO SCALE PUBLIC RIGHT-OF-WAY so· 1 MIN. I 1ll'iitil'i,ll,,j1)Jr--"a• MIN. t .. ~a-"· / PROFILE YPE II GRAVEL EXISTING GROUND PUBL C RI T-Of-WAY 50' MIN. 25' MIN. . ,_ 0 &fi:RP 11111 CoQiO □ 14'MIN ~ ""' ~0 __J_ • 00 11 11111 ~ 0 11 1 I iif'~ T E!.btl • STER SHAKER PLATES/RUMBLE RACKS -/ /°1 20' MIN. RADIUS/ I FENCE/BARRIER TO RESTRICT TRAFFIC TO CONSTRUCTION ENTRANCE PROVIDE APPROPRIATE: TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRAl'a AND PUBLIC RIGHT-Of- WAY STABILIZED CONSTRUCTION ENTRANCE DETAIL F PER CALIFORNIA STORMWATER BMP DWG. TC-1 NOT TO SCALE •As BUILT" 1iuf Uru/b P.E. 6028:) EXP. Ql,t,0/10 • ~ CITY OF CARlSBAD t------1c-----t-------------------11----+--t----+---1 l____Qj ENGINEERING OEPAR1MENT t------j----j------------------11----+--f----+---i EROSION CONTROL PLAN FOR: I ~7ETSI ASPIRATIONS DAYCARE CENTER CARLSBAD, CA ~~"'<(' ' SATURATED SEED BED. EFFECTIVE BMP IN PLACE. Rl=:1f PLANN,N13 ■ PE51GN ■ C□N5TRUCT,□N r'l ■ ■ ■ 5050AVENIDAENCINAS,SUITE260 APPROVED: {)J~ DAVID A.gt&ALUfiElR 2 CARLSBAD. CALIFORNIA 92008 V c0 E;. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL C: ON SUL TIN 13 760.476.9193 • FAX760.476.9198 • www.RaF.com u-, THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS l'H:RE HYDROSEEOING IS REVIEWED BY: DEPUTY CITY ENGINEER PE 33081 EXPIRES 5/30/08 DATE ,:::: 1l£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS _-rS_,_,,CL'\~"F,--,~'-"'-"'""'""~~• ~-------::.:DA.:.:T.=E2..,,_,-J.c.,3""-=:-04-7t--:c0AcalE::-i--s1c:;Nl11=cM.c.--t----------------+--0A-TE-+---IN-11lAL-t--D-ATE-+-IN-l11-AL--I OWN BY: DL PROJECT NO. DRAWING NO. ~ RELEASED. Tl~-R.C.E # 60283r REVISION DESCRIPTION CHKO BY: "'"''' SDP06-13 451-6A ~L--------------------------------------------------------------------_;;;;;7;60;;6;03;;6;24;3;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;EN;;;Gi;;;NEER;;;;;;;rx;;;wo;;;;Rt<;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;o;TH;ER;;""';P;Ro;v;AL;;;;;;c1;TY;;;""';P;;;R;Dv;M.;;;;!;R;V;W;D;;;;B;Y:;;;=;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ i' I I ' I r I _IMiWfflM'iil W-· '.l. I I ' I ' ' i : I ' ' ; : i ' i ' i : i I I I ! I i I I ' c C a: ,r c 0 fl'. w C[j 0 -" 0 0 I- ., I I I I , I ,, ··, .. , I, .... __ ~ I ·,,,?. qx:w' TYP. 15 MAP 14543 MP 98-01G SUP 05-17 05-15 05-18 SEE LETTER Of PERMISSION TO GRADE BY ECR CORPORATE CENTER DATED: JU..Y 19, 2007 LIMITS Of WORK /'-'\ 35' ACCESS ESMT FOR ECR CORPORATE CENTER LP. DOC. 2006-005B208 DATE 1/26/06 16 \ , _.-:;1~30' SEWER ESMT. TO CITY Of CARLSBAD PER DOC.2006-0508575 DATE 7/19/06 PARCEL 1 PARCEL MAP 20174 (MS 05-05) ' \, LIMITS Of WORK -' . . '• "-.. J I ' "'·"',\/ / ··\,.,,_ ·•·c,.~ -✓ "• -. .. ·1, I I I I ----- ',, / \ ·, \ LIMITS Of WORK PARCEL 2 PARCEL MAP 2017 4 (MS 05-05} PLAN PREPARED BY: ~ C::□N5ULTING REVIEWED BY: ·, PLANNING ■ DESIGN ■ C:□NSTRLJC:TION 5D50 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476,9193 • FAX 760A76,9198 • www.RBF.com I I - '\ \_ __ I I \__._..........,_ \ \ / 20 I CONSTRUCTION NOTES @ INSTALL VELOCITY CHECK DAMS PER GRAVEL BAG PLACEMENT DETAIL C SHEET 6. @ INSTALL DRAIN PROTECTION PER DETAIL D SHOWN ON SHEET 6. @ INSTALL GRAVEL BAGS AT TOP OF SLOPE ONE BAG HIGH -ONE BAG WIDE. @ INSTALL SILT FENCE PER DETAIL E SHOWN ON SHEET 6. @ CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL F SHOWN ON SHEET 6. LEGEND DESCRIPTION SYMBOL QUANTITY INSTALL GRAVEL BAG VELOCITY DAM DETAIL C -c,:,:c,:,:,:,:,: =·=•· 240 LF OR GRAVEL BAG AT TOP Of SLOPE GRAVEL BAGS ARCXJNO INLET DETAIL D * 11 EA SILT FENCE DETAIL E a a 950 LF STABILIZED CONSTRUCTION ENTRANCE DETAIL F F -.. ,. .... 1 ::~-31-~-:":ii·.: 1500 SF P.E. 60ZIU EXP. Qb_/3D/IP 20 1 _ ___. SCALE: 1 "=20 ' IN DATE I---+--+---------~ 1----+--+--~--1 I SHE7ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTh4ENT . ] ~E:::R:::o=s~IO,':N==co=N=T==R=o=L=P=LAN==FO=R:=====~==~ ASPIRATIONS DAYCARE CENTER CARLSBAD, CA APPROVED: DAVID A. H US R S r&. 17 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 A TE ~ :z?ar DA TE 3-/3-{)7 f-;,,OA"'TErl-;INcc.lTI;;-;AL-;-t---------------+--DA-TE-I-INI-TIAL-1---D-AlE-+-IN-ITI-AI.~ TIMOTHYM. THIELE '----------'R::...C::.:E=#.L60-"'2c.::83:..L REVISION DESCRIPTION OWN BY: =~D;Le:= CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SDP06-1J 451-6A 760-603-6243 ENGINEER CF WORK OTHER APPROVAL CITY APPROVAL ii ' ' !, [091107 ' r I r i ' \·