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HomeMy WebLinkAboutDWG 432-3A; CT 04-22; OCEAN ESTATES PROJECT OCEAN STREET; 01-05GRADING NOTES (IN ADDITION TO THE. RE.QUIRE.ME.NTS OF CHAPTE.R 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSE.OES 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 CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE. E.NGfNE.ER IN RESPONSIBLE CHARGE. SHALL REVISE. THE.SE. PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE. DEVELOPER OR E.NGINEE.R-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTTON OF E.RRORS ANO OMISSIONS DISCO VE.RED DURING CONSTRUCTION. ALL PLAN RE.VISIONS SHALL BE. PROMPTLY SUBMITTED TO THE. CITY ENGINE.ER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER W1LL BE. REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE. OF INSURANCE AS WE.LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILE.0 NAMING THE CITY OF CARLSBAD AS AN ADDIT10NAL INSURED ON THE PE.RMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE. COMPANY WRITING TH[ POLICY MUST HAVE. A RATING OF "A-" OR BITTER ANO A SIZE. CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/LO/NG CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SE.PARA TE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGE.NC/ES. 7. APPROVAL OF THE.SE PLANS BY THE CITY ENGINE.ER DOES NOT AUTHORIZE. ANY WORK OR GRADING TO BE. PE.RFORME.D UNTIL THE PROPERTY OWNER'S PE.RMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BE.EN ISSUED. 8. NO REVISIONS WILL BE. MADE. TO THE.SE PLANS W1THOUT THE. WRITTEN APPROVAL OF THE. CITY ENGINE.ER, NOTED W1THIN THE RE.VISION BLOCK, ON THE APPROPRIATE SHE.ET OF THE PLANS ANO THE TITLE SHE.ET. 9. ORIGINAL DRAW1NGS SHALL BE.COME. THE. PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE RE.VISED TO REFLECT AS-BUILT CONDITIONS BY THE E.NGtNEER-Or-WOl?K PRIOR TO FINAL ACCEPTANCE OF THE. WORK BY THE. CITY . 11. ACCESS FOR FIRE AND OTHER E.ME.RGE.NCY VEHICLES SHALL BE. MAINTAINED TO THE PROJECT SITE AT ALL 11MES DURING CONSTRUC110N. 12. WHE.RE TRENCHES ARE. W1THIN CITY E.ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W1THIN TWO WORKING DAYS OF THE COMPLETION OF FIE.LO TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTUNW IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRE.CT/ON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE W1TH THE CITY OF CARLSBAD STANDARD SPECIF/CA 110NS AND THE " EARTHWORK SPECIF/CATIONS " A TTACHE.D TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS W1LL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRE.CONSTRUCT/ON MEETING SHAii BF HFLD AT THE. SITE. PRIOR TO THF BEGINNING OF WORK AND SHALL BF ATTENDED BY ALL R£PRES£NTA 11VES RE.SPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO ALL OTHER ASPECTS OF THE. WORK THE CONTRACTOR SHALL REQUEST A PRE.CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR W1LL THEN BE CONTACTE.O BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRE.CONSTRUCTION MEETING. APPROVED DRAW1NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT W1LL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION RFOUFSTS OTHER THAN FOR PRE.CONSTRUCTION MEE.TING W1ll BF MADE BY CALI/NG THE ENGINEERING 24-HOIIR INSPECTION RFDIIFST /INF AT (760) 438-3891. INSPECTION RE.QUEST MUST BE. RECEIVED PRIOR TO 2: 00 P.M ON THE DAY BEFORE THE INSPECTION IS NEEOE.O. INSPEC110NS W1LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERW1SE. REQUESTS MADE AFTER 2: 00 P.M. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE. CITY ENGINEER AND/OR CONCERNED AGENCY SHOW1NG THE DESIGN 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 PR/OR TO EXCAVATION. IF /HF Pl AN VAR/ES FROM /Hf SHORING SY5TFM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED E.NGINITR AT THE. CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WE.LL IN AO VANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA OUR/NG CONSTRUCTION, OPE.RATIONS W1LL CE.ASE IMMEOIA TEL Y, ANO THE PERMITTEE W1LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECE.IVED WRITTEN AUTHOR!TY FROM THE CITY ENGINE.ER TO 00 SO. 20. ALL OPE.RATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BE.TWEEN 7: 00 A.M. AND SUNSET E.ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE. HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERfAL SHALL BE OBTAINED FROM, AND WAS1E MA TE.RIAL SHALL BE DEPOSITE.D AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE. HAUL ROUTES OR ADJACENT STREETS AS A RE.SULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY W1THIN THE AREA TO BE GRADED. NO TREE.S ARE TO BE REMOVED UNLESS SPE.CIFICALL Y NOTE.D ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE. PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED 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 OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE. REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF 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 Ci TY OF CARLSBAD LANDSCAPE MANUAL, THE. LANDSCAPING PLANS FOR THIS PROJECT, ORAW1NG NO. ____ , AND/OR AS DIRECTED BY THE CITY E.NGINEER OR PLANNING DIRECTOR. C:\ORA'MNG FILES\TITLE SHEETS\CLSB-GP.OVIG 11/14/06 29. THE OWNER/APPLICANT SHALL INSURE. THAT ALL CONTRACTORS SHALL COOROINA TE THE. WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS RE.QUIRED FOR THIS WORK IN ACCORDANCE WITH THE. LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "c" ANO PIPE ME.ET$ AST/,/ STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RE.SULT OF THE GRADING OPERA TIO/I, IT SHALL BE REMOVED W1THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED W1TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE W1LL BE PLUGGW W1TH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. THE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BERNARD GOLDSTEIN AT (760) 729-6892 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA TIDNS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE. SATISFACTION OF THE CITY E.NGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE.. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TE.RS CREATE A HAZARDOUS CONDITION. -!J <{ 1-w 0 w w V) VICINITY MAP CITY OF OC EANSI DE HIGHWAY 78 CITY OF VISTA CITY OF WORK TO BE DONE: THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, RE.MEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PRE.PARA TION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE. W1TH THE FOLLOW1NG DOCUME.NTS, 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 NO. 5898 5899 & 5900 DATED D5/I8/05 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS RE.PORT AND RE.COMMENDA 110NS BY TESTING ENGINEERS -US LABS DA TED NOVEMBER 2004 ( ABOVE GROUND AND UNDER GROUND ) W1THIN THE 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. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE IN CORPORA T£0 HEREON. SAN MARCOS 7. THE SAN DIEGO REGIONAL STANDARD DRAW1NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 33. THE. CONTRACTOR SHALL N011FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LE.AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILl11ES AND SHALL COORDINATE THE WORK W1TH A COMPANY RE.PRE.SENTA 11VE. UNDERGROUND SERVICE ALE.RT (800)422-4133 SOG&E ( 800 )660-7 343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (160)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWE.R, WATER & RECLA/MEO WATER) (160)438-2722 'SAN OIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTE.WATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SAN/TA TION DISTRICT (760) 726-1340 *AS APPROPR/A TE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE. TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOW1NG REPORTS MUST BE SUBMI TTED TO THE CITY E.NGINEE.R VIA THE PROJECT INSPECTOR /15.16.120 A.10] CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE. APPRO>f:D PLANS ( OBTAIN SAMPLE. OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BE.ARING CAPACITIES, A STATE.MENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT~ BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE W1TH THE REQUIREMENTS AND RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWA Y FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTI VE DEVICES SHOWN SHALL BE. IN PLACE AT THE ENO OF EACH WORKING DAY WHE.N THE FIVE (5) DAY RAIN PROBABILITY FORE.CAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYOROSEEOED SLOPES FAIL TO PROVIDE EFFEC11VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE W1TH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY BAKER LAND SURVEYS INC. SHEET INDEX 1) GRADING PLAN NOTES 2-3) GRADING PLAN 4) EROSION CONTROL & DRAINAGE DETAILS 5) OCEAN STREET D /W RAMP PROFILES PROJECT LOCATION: OCEAN STREET (BETWEEN BEECH AVE & CHRISTIANSEN WAY) DA TED: (7/10/2003). TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ALTA CONSULTANTS LA TEST FIELD VER/FICA 110N DA TED 3/19/07 CARLSBAD, CALIFORNIA, 92008 THOMAS BROS 1106-D5 APN: 203-144-01 CALIFORNIA COORDINATES NAD83: N2003725, E6224844 EARTHWORK: CUT: -~3~1=00~C~Y_ FILL: __ 5_5_0_C_Y __ IMPORT: __ N/~A __ _ EXPORT: 2550 CY RFMEDIAI · N/A . LEGAL DESCRIPTION: NORTHWE.STERL Y HALF OF BLOCK 7 OF TOWN OF CARLSBAD, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 535. FILED IN THE COUNTY RECORDERS OFFICE ON MAY 2, 1888. THE SOUTHEASTERLY LINE OF SAID NORTHW[STERL Y HALF BEING DRAWN PARALLEL '111TH THE NORTHWE.STERL Y LINE OF SAID BLOCK 7. BENCH K48B: PACIFIC OCEAN SITE cosr · CITY OF ENCINITAS VICINITY DETAIL NTS LEGEND FOR BMP' S: 8. CALIFORNIA COASTAL COMM/S/ON DEVELOPMENT PERMIT CONDITIONS DATED NIA 9. ENVIROMENTAL APPROVAL DOCUMENTS DATED EXEMPT 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY N/A DATED N/A MJID NO. N/A . 11. STORM WATER MANAGE.MENT PLAN (SWMP) PRE.PARED BY ALTA CONSULTANTS DA TED 06/03/2005 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND: ITEJI STD, D1'G's Q'NTY,· SYJIBQL PROPOSED LOT LINES------------------------------------ RIGHT OF WAY---------------------------------------R-f'fl---- PROJECT SETBACK LINE----------------------------------- EXISTING CONTOURS--------------------------------~8~ EXISTING CURB & GUTTER---------------------------- EXISTING ASPHALT CONCRETE DIKE---------------------- 6" AC EXISTING WATER MAIN--------------------------------'vi _ .. EXISTING WATER SERVICE-----------------------------0---'vi EXISTING SANITARY SEWER MAIN------------------------__ 8"spvc ___ EXISTING SANITARY SEWER LATERAL--------------------®--S EXISTING POWER/TELE POLES AND WIRES------------------~ 2• HP GAS EXISTING GAS MAIN-----------------------------------GAS EXISTING CONCRETE--------------------------------I ~ .~ ·1 PROPOSED 1" COPPER WATER SERVICE------W-1, W-3•--4 EA.-rn--1,1 PROPOSED 1 1/2" COPPER IRRIGATION SERVICE--W-4*----1 EA.---1,1 PROPOSED 4" PVC SEWER LATERAL----------S-7*----4 EA.-~ S PROPOSED 6" AC BERM-----------------G-5----10 L.F.-- (4) REPORT 111TH AS-BUILT GE.OLOGIC PLAN, IF RE.QUIRED BY THE CITY. ABBREVIATIONS: LOCATION: 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE DESCRIPTION QUANTITY SYMBOL PROPOSED RETAINING WALL FOR BASEMENT LEVEL-------------I Z Z Z Z Z ZI TO BE PER ARCHITECTURAL PLANS PROPOSED RETAINING WALL-------------C-2 C-4--600 S.F.-•u•ca• 35. UNL£SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W1THIN ONE. (I) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED "PRE.LIM GE.OTECHNICAL INVEST/GA 110N FOR THE PROPOSE.O OCEAN ESTA TES PROJECT", PREPARE.O BY VAN W. OLIN OF TE.STING E.NGINITRS -US LABORATORIES INC. DA TED NOVEMBER 4, 2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W1TH THE RECOMMENOA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. TOP OF CURB TC FINISH SURFACE GRADE FG FINISH FLOOR FF TOP OF GRATE TG FLOW LINE FL STORM DRAIN INVERT IE ARCHITECT: BOX INLET MARKED LS 6215. MONUME.NT IS IN THE NORTHEAST CORNER OF GRAND A VE. AND WASHINGTON ST., 52' WE.ST OF RAILROAD TRACKS AND 40' NORTH OF THE CENTER OF GRAND AVE. STATION CLSB-130. ELEVATION: 43.09 DATUM: COUNTY OF SAN DIEGO, MSL. STORM WATER BMP' S: POTENTIAL POLLUTANTS OF CONCERN: STJ.RU.TZED CONSTRUCTION ENTRANCE (TC-1) & DETAIL SHEET NO. 3 SILT FENCE (SC-1) & DETAIL SHEET NO. 3 1 EA (PER SEPARATE PERMIT) 1.) PROPOSED DRIVEWAY-------------------G-14---190 S.F.--1f:I)}'..hV PROPOSED CONCRETE FOR D/W ------------------------1~·-· ~·-·~·-· ~I PROPOSED WALKWAY OR IMPERVIOUS SURFACE---------------R'.5---J ~ (PER LANDSCAPE PLANS) PROPOSED SLOTTED DRAIN FOR BASEMENT RUNOFF-------5 EA.---I11Irn01I0111t1 I URBITECTURE PLATFORM ,. DECC,ARATION OF RESPONSIBLE CHARGE" MR JORGE OZORNO THE GRANO CORNE.R PROJECT JS NOT EXPECTED TO GENERATE A SIGNIFICANT AMOUNTS OF NON-VISIBLE POLLUTANTS, HOWEVE.R THE FOLLOW1NG CONSTITUANTS ARE COMMONLY FOUND ON SJ/JILAR PROPERTIES AND COULD NE.GA TIVELY IMPACT STORM WATER QUALITY: GRAVEL BAGS 360 LF 400 EA. = PROPOSED CATCH BASIN PER DETAILS ON SHEET NO. 4---17 EA.-- PROPOSED CLEANOUTS PER DETAILS ON SHEE T NO. 4-----6 EA.-- PROPOSED GARAGE SUMP PUMPS PER PLUMBING PLANS---4 EA.-- ~ [Qi] I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TH!S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DE.SIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHE.CK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD OOE.S NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSJBILITIE.S FOR PROJECT DESJGN. FIRM: ALTA CONSULTANTS 17 ADDRESS: 4901 MORENA BLVD. # 409 SAN DIEGO, CA., 921 TELEPHONE: (858) 581-6101 FAX: (858) 581-6138 -07 BARTOLOME J. PASTOR DA TE: RCE 38606, EXP. 3/31/2009 tio -Y= 0 ~ No.38606 lfl ff! if/~ Exp.3/31/09 ~ ',) *°' "'* ~r, CIVIi.. &!;" 0CFCAL\ ~ SOILS ENGINEER'S CERTIFICATE: I, VAN W. OUN , A REGISTERED CIVIL 3745 10TH AVENUE SAN DIEGO, CA 92103 PHONE:(619) 255-7356 FAX: (619) 501 -9876 MINIMUM SETBACKS: R-3 LOT: FRONT 75 ' REAR 20 SIDEYARD 25% OF LOT W1DTH STREET SIDE.YARD 10' PQ LOTS: FRONT 10' REAR 12' SIDE.YARD 25% OF LOT W1DTH MINIMUM SIDE.YARD 5' C.OMMON LOT: LOT 5 • SEDIMENT DISCHARGE DUE TO CONSTRUCTION ACTIVITIES • NUTRIENTS FROM FERTILIZERS ' TRASH ANO DEBRIS • HYDROCARBONS FROM PAVED AREAS • PES11CIOES FROM LANDSCAPING ANO HOME USE SE.LfCTED SITE DESIGN BMP'S· THE PROJE.CT IS OE.SIGNED TO MINIMIZE THE USE OF IMPERVIOUS AREAS WHEREVER POSSIBLE. POROUS CONCRETE AND LAID TILE (OR OTHER PE.RV,OUS SURF ACES) SHALL BE INCORPORA TEO TO PROMOTE ABSORPTION. LANDSCAPING OF ALL SLOPES AND COMMON AREAS ARE /NCORPORTAEO INTO THE DESIGN. THE LANDSCAPING IIILL CONSIST Or BOTH NATIVE AND NON-NATIVE PLANTS. THE GOAL IS TO A CHIVE PLANT ESTABLISHMENT EXPEOITIOSLY TO REDUCE EROSION. THE IRRIGATION SYSTEM FOR THESE. LANDSCAPED AREAS l'IILL BE MONITORED TO REDUCE OVER IRRIGATION. SE.LECTEO SOURCE CONTROL BMP0S: 1.) SOURCE CONTROL BMP'S W1LL CONSIST OF MEASURES TO PREVENT POLLUTED RUNOFF. THIS PROGRAM W1LL (SC-8) & DETAIL SHEET NO. 3 REFERENCE DRAWINGS CITY OF CARLSBAD DWG. NO. 188-9 & 409-28 CITY OF CARLSBAD DWG. NO. 347-2 DEVELOPMENT SUMMARY: CONSTRUCT FOUR DETACHED RESIDENTIAL UNITS, ACCESS GARAGE.S FROM OCEAN STRE.ET ANO GARFIELD STREET. SERVICES FOR WATE.R, SEWER, GAS, £LE.CTR/CAL, TELEPHONE., CABLE & £CT WTLL BE ADDED OR UPGRADED AS NECESSARY TYPE. OF CONSTRUCTION: TYPE 5 NON-RA TED AREA TABULATION TABLE LOT NO AREA (SF) MAX ALLOWABLE • ACTUAL ENGINEER OF THE STA TE OF CALIFORNIA , PR/NC/PALLY DOING BUSINESS ... INCLUDE AN £DUCA TIONAL COMPONANT DIRECTED AT. LOT COVERAGE LOT COVERAGE THE HOMEOWNER(S). THE HOMEOWNER(S) WILL REC/EVE ICS, HEREBY CERTIFY THAT A ONDITIONS PREVALENT WITHIN THIS IN THE FIELD OF APPLIED SOILS MECHAN SAMPLING AND STUDY OF THE SOIL C SITE WAS MADE BY ME OR UNDER MY DIRE COPIES OF THE SOILS REPORT COMPILE CT/ON IN NOVEMBER 2004. TWO D FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: DATE: ?//+/•'f P.E. NO.: RC£ 60076, RGE 2578 EXPIR A TION DATE: 06/30/2006 OWNER'S CER TIFICATE: /STEREO SOILS ENGINE.ER OR ,r= -~ A SET OF BROCHURES DEVELOPED BY THE COUNTY OF SAN 0/EGO·s ENVIRONMENTAL HEALTH DEPARTMENT. LOT 1 THE.SE W1LL INCLUDE THE FOLLOW1NG: * ~ ACf,RGE * • 6T~"'1111ATE/c ~/JN OFF POLL VT/01/ FACT 5Ht£1 LOT 2 • 5TO!eMWATEI! RUNOff P OLl.UTION P!if.VEN?ION 1°1P5 ~~~ F Die /10Nf.O/JJN~5 LOT 3 • 5TO/€HW4 T&e POU UT!0/1 P!efVENTION YM@ /JJt!e/:. (LAN05LJI.PiNq {,l,/?.DE.NINI', 3, f c 'i,T (YJAJTML) ) " 5 TO/'. f,f~T£e f'Oll UT/0,V f'l<EvfNTtO{v PET W.¥.,7E LOT 4 2 Fi.OW TH,o..lft 0EPA~47tJ~ * 6E.E. t~ e,_E f-O(.AJ. CONSTR UC TION PRIORITY: HIGH LOT 5 REQUIRED TREATMENT CONTROL BMP TABLE I ( WE ) HE.REBY CERTIFY THAT A REG GEOLOGIST HAS BEEN OR WILL BE RET GRADING ACTIVITY AND ADVISE ON THE CO A/NED TO SUPERVISE OVER-ALL MPACTION AND STABILITY OF TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE QUANTITY AGREEMENT FREQUENCY FLOW THROUGH BIO-CLEAN EN\1/RO. MODEL PVT CC&R 2 & 4 N5 flt:L;T ,4f-TJ'C£ £.4c.l{,",U;T011!.()I~ 1 7/1!>/07 SEPARATOR NSBB 4 6.5 72 A SOR ~/MA!ff'U11/o/,~LMN -,.,..,o .,..,,.,,~"p~y~ 1 DiTE 1\/nT.F: SINGLE. UNIT TO BE INSTALLED AT NW CORNER OF SITE WILL FILTER ALL ON-SITE RUNOFF THIS SITE. ~o/-C( &!w@µ MR. BERNARD GOLDSTEIN SAotr:.:r "t:>ToF-"'~ CJ.f,t,,(!,1TY: 11.g CU.FT. 6EDIHEI\/T 677J~i:tld,E C!.Af'•U!I1y: H .O CC). FT. PROJECT OWNER: CARLSBAD MUNICIPAL WATER DISTRICT 9,662 50% 34.5% 4,981 60% 17.8% 4,969 60% 17.8% 4,957 60% 17.8% 3,434 60% 12.1 % ~ PROPOSED FILTER VAULT PER DETAIL SHEET NO. 4-------1 EA.-- TYPE "B" INLET-----------------------D-2----1 EA.-- PROPOSED PVC STORM DRAIN PER PLA.N------------400 L.F.-- PROPOSED PRESSURE PVC STORM DRAIN IMP PLANS DWG-3A------ - -----DRAINAGE FLOW DIRECTION---------------------• PFR CITY OF "'"' cBAD STANDARD DRAWINGS . . "A~Rmtll~ Of 8fffOHir~ CIIAa .. , AS oF tt/!>lo& , 1 UetC!e&'I fl9.>umE° 'RES"P6N.s1l3tE N\All.1::iE' Fo,,. uesr<:iN ~1\1'.\l'-l'=lEs To -m,'> b~l'.\IA)II-IL,, 11,. I FIJ!Yl'I: VON li!EtTI=R l:t~P .,. • 11110 N ~l:i l.E'f Avf. .,, SA'N T.>IEqo CA ~z •~\ No. .. , -·-V1fo,-i1,, a~-z ,z--¥..ao • A..i~ ll528I qf,3o/U(fl A _J_IOIARD ~R f<.C.£ Li{. EJ<i>, DAlt . ~ . . P~I~EPARTMENT APPROVAL "AS BUILT " · __ w Mrr.:7j2'1p7 c-1 !Jo,v NEU/ PLANNING DIRECTOR RCE EXP. c)a£; DATI: 7 /~'f /r>7 REVIE\,/ED BY, ))Al+ Ly.;d. IIICOIIIIINDIII BY: {PIIIIT IWII) INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: OCEAN ESTATE S PROJ ECT OCEAN STR EE T Till> SH••T ~ 110 011 [r:m1 ==---== DATE DATE I SH~TS I ' -, J:'..o c,fkLn MR. BERNARD GOLDSTEIN MRS. MARINA GOLDSTEIN GOFAT, LLC ALTA PLANNING CONSULTANTS ll ENGINEERING SURVEYING ll u oS vi,n, II "" ~r,- ~'f9' f/'v1D A, HAUSER ~ I ••n~",f;~~l'&I.' ~DB '-VP \"'""Ill.An. ~ ..-~Z\ TY CITY ENGINEER PE ~ EXPIRES 6/30/08 DATE •• " I I DRAWING NO, DWN BY: ALTA PROJECT NO, A CALIFORNIA LIMITED LIABILITY COMPANY 160 TAMARACK AVENUE CARLSBAD, CA 92008 4901 Morena Blvd. St e. 409 San Diego, CA 92 117 (858 ) 581-6101 Fax (858) 581-6138 J'OB NO. 207-00, DATED J'ULY 3, 2007 DA 'v1D A, HAUSER DEPUTY CITY ENGINEER DATE DATE INITIAL R, C, E, 33081 EXP. 6/30/08 ENGINEER Of MJRK DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: _, CT 04-22 4 32-3A 070708 083007 I ' ' ' C ,- ' ' ' ' ' ' ' ' ' ' ' ' " ' ' ' '. .- ' ' ' " ' r ' ' ' ' ,. ' " ' ' ' ' ' ' " ' ' ' ' ' ' ' ' ' ' ~ ~ ' -{/) ' {/) " t ' ' ' ' " ' ' ' ~ " ' ' {/) C _, J ✓ ' ' ' ' ' ' ' ' > ti VI ---,r--EXIST. O.H. UTIUTIES JP29520 ...--t--EXIST. PP JP29520 TO REMAIN roWN OF ~ AMIJE.NDED MrAlP' NO. Tl5 (:fil, 535), JBJLOCK 2 As oF /Jlf"IIDO , , /./~£:eY ~sum&' 1<.es1'6NS1Bt.fi <!IIMr..,E Fott oesr uN. c H-Af,1&£5 T11 TH15 "Df<'.r\;.t.HNu. R~m : voN 1<ElTW bKti.:R 11116 N~ ti U;'-/ l'rvf- Sl+ 'N P1 E'l10) (I} qz,/3) -:r'ft6Nt: ~~z~i~~o ~ 1 ,0 _"Tb;\-.% ·;,· "-"l m ecw-sw,n \ GAS GA<-I ~AS --GA \ GAS \ GAS GAS\ GAS G('S GAS l GAS I GAS GAS-- l,828/ i .c..E. q l~/zctA . l1tEX1'.~~ ,- ' C ' ' ,, ~ ' ' ' C) C") t:tJ :ti,. ~ C/J ~ ' Cl l> VI C) l> {/) C, • t; C, l> (/) {/) \, .. i~f?:.-.. qio_\s:.~\'t~;;: E.S. CP 5SEW_E_R_5 -------s \ ... ... --s .. ? ·'. ~-f'f ~1$) 1 +50 ---+----<);:~-~ .. VI ' •-• . s --\ s s \ \ \ \ ~t,.-~, BEE c\H f '\c--\, Wrj w :,? w ~ w -;--w r, 0 I· °'r l!"' .. ~,oc, 0). · >+I _.· q8H% f ~ ----\\ s s \ \ A VE \ \ --w \ -w\- ~ w I s \--s \ \ \ \ \ \ I w \ --s --s --s \ '\ I ~ \-~ \ ; i J, --~-w t5__,--t--w -3f\ w w F6 w 6 a. :::, "' o(!) <( es Wo I z \ ~s s \ I I ~ 0 :Oj;~J;~-,.: .. 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AND FLOW THRU SEPARATOR (NSBB) TO BE PRIVATELY MAINTAINED BY H.O.A. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGR££M£NT FREQUENCY BIO-CLEAN £NV/RO. MODEL PVT AGR££M£NTS 2 & 4 INSPECT AFTfR EACH MAJOR NSBB 4-6.5-72-A -SDR Q/'J. FJ.~f & RAIN FALL MAINTAIN & CLEAN TWO TIMES A YEAR NOTE: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE W1LL FILTER ALL ON-SIT£ RUNOFF. BASKET STORAGE CAPACITY: 11.8 CU.FT. SEDIMENT STORAGE CAPACITY: 74.0 CU.FT. " I GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. ENC/NEER QF JrQRK FIRM: AL TA CONSUL TAN TS ADDRESS: 4901 MORENA BLVD.# 409 SA N DIEGO, CA., 92117 TELEPHONE: (858) 581-6101 FAX #: (858) 581-6138 RTOLOME J PASTOR DA TE : RCE 38606, EXP . 3/31/2009 RCE __ _ EXP,---- REVIEWED BY• INSPECTOR QUANTITY 1 DATE DATE I X I I X I '!- O') C c:i C 1---1---+-----------+---+---~l---4-~ I ~2EET I CITY OF CARLSBAD I SHESETS I ENGINEERING DEPARTMENT 1-------1--+-------------------1~--+--1----+----t ;:;G;:;RAD:::;:;:IN~G..':P;:LANS;:::::;:;;:::FO;;;R:;::::====::::::::==='..::::==::: SHEET DRAINAGE \ X t\l X , I x, \~ ALTA CONSULTANTS PLANNING ENGI:i:u:ERING SURVEYING 4 901 Mor ena Blvd . Ste. 409 San Diego, CA 92117 (858) 581-6101 Fax (858 ) 581-6138 JOB NO. 267-06, DATED JULY 3, 2007 DA lE INITIAL ENGINEER OF Y«lRK REVISION DESCRIPTION OlHER APPROVAL DA lE INITIAL CITY APPROVAL OCEA N ESTATE S PROJEC T OCEAN STR EE T 1 070708 083007 0 I\) ~ 0 ~ -w 01 I\) w l> o " ' X w · · J , f ·• • • ~:i,~; ·re· Jwovk • • RI',,,.' 01<:-<'vs::"'-t<""""' • _8' ffi.(,Ns.I11j, 0'.18_; ."f Fc;;:3 .1 w u z w 0 vi w O' " 0 " " i--" C') e ' •· " " " tt:i " ' ' ' :t,.. ' ' ' ' ;.: ~ ' " e " " ' " ' " ' ' ' ' " " ti) ' " ' " ' ' ~ I ' ' " C ' ' ! \ " I \ :r:ui l :;;,"' O'ci w"" "'_J ww C, )> (/) t r C, f C, )> (/) ~ (/) C, )> (/) C, G'i C, )> U) <( 0 Q_ :r: £'-+lb.,.."-'-~ • ·:DRIYEW'AY-·. , . -~ J G-=4f.73 ., .; ·•. f l q:j:J:;;~: ·.' ,L • • """',-; t _;,; I 1.,,,,,,, f' I -~ I >td_ , lf-"-"'ff' ::~ ~ 0~)r<;_:mJ1rJ 1~ERY""'·&~E ii?'•.·:>' ,;..,.:,,--i:;:.i;;:> f' ._ '"· lvL.-1 >lj: r ·•_,f: .. I/ I -~ 11· \' • I .., ':· I . E ~ ·: U) U) U) OP,~D • ffi :i~c:: i;4~;1 ~c,. · 5' i>£01c;A TI ON "J,E I . . tt, t--1,./.'I (/) U) U) CT l0t:~,l :J I b 1 5.o· =--F= r Jf(~~>l I ili; s-r •••·· 6ai,liz l 1 · ·.· .. ' = 4-:l1r-r,d-c 44• OF 5,• -i:'\-'C( • TC) ;. 11 . rs. .,_ ST ~ D t,Jll ~! :5~p : -L ' 2 (/) G 4 2 UJ U) U) (/)A r,,.J I->-' (t'. . ,.J '"l!; ,. ' ' ' ' ' ' ' Xz W- t 2 ' ' ' ' .__EX. O UTILIT S .... 0 -•• . • ..._ co0 0 Q ,_ N ~"' -oci"-> \.U "llf" I a.. ~ ---~@ 3m3: " < ~ ~ ~I ~~ a. <"'EXIST PARKING STRUCTURE---.\!.c ':., ~ ROOF EL=52.00 o o:c • 0 "-:::i; FF EL=43.00 o 1- 0 ~ ·~ b !=' >l>f/l IDWN OlF CARJLSJIBAD AMENDED MA.IP' NO. 775 (385, 535), IBllLOCK 7 I I \ \ ·: .. ,• .. • . • .. .-.. 3!:>\INI\I~ 13] ---~ -~. I ·.x • I X • . . . . .. . . 21 +1 7.04 CL 16' D/W G-14C I TO BE REMO D TC 50.50 25' I x i--+-f-\~---------i---------------<-J I 30' 30.0' X I X • I 0:, I C " t C I C x t\l I 'i' X I X I \ \ ~EX. ON-STREE PARKING \ 7 TO BE REMOVEp \ J \ I ~ o_, EX. T~E & GRATE TO BE,~EMOVED I _J----\-EX. ON-STREET PARKING TO BE R MOVED 11+71.85 CL 1 ' D G-14C-ci,-c.L...c_i TO BE REM VED [;:; I ~ g "' ~ I~ ~ r~ I-::, 0 ,,1j 0 z CD 5<' O' "' ::, <( 0 10 Q. ,n f-t x a, w w "' w g g: z u,-I <( _J z:::, 0 g;! ·o X f-w~ ~ \ ENGINEER OF WORK FIRM : ALTA CONSU LTA NTS EXISTING GROU ND 8 "' U) ... 0 oci Q. ... 0 11 a:: u. 0.. u. PROPOSED 2" PVC ____ _ PRESSUR E DRAIN - PIPE TO GARFIELD ST. 0 ... w {f)W~ 00,-.. 0.. <( "" on:: 11 O' <( u. Q_ 0 u. 5' 2.5' 3' MIN . u. _J 0 _J z ~ ~ 0 i= I-co a:: I st o 0 II Q_ :J _J LL w z ::J >-f- O' w Q. 0 O' 0.. UNDERGROUND GARAGE WALL 0 z "' a:: <{ w Q_ O' 0::::, ~t >-::::, ~ a:: X t- W <fJ PROPOSED 3" PVC DRAI NAGE PIPE PROPOSED RE TAININ G WALL MAX . HT. 3.7' TYP!GAC, SECTION A-A w u z w 0 (/) w O' 0 "' tx ... 0 <D Q. ... O 11 "' u. 0.. u. NOT TO SCALE 5· 2.s' 3' MIN. w z _J lf) lf) <D st II ...J LL I >->-O' w 0.. 0 a:: 0.. 0 z 5<' O' EXIS TIN G GROU ND '-.... ~~==1~i==ll:~ <( w Q. a:: 0 ::, z f--O f-::, ~ a:: X >-W l/J 0 ... tx N 0,...: Q. ,,., 0 11 a:: u. Q. u. UNDERGROUND GARAGE WALL TYPICAL SECTION B B NO T TO SCALE GRAPHIC SCALE " 0 ~- ( IN FEET ) 1 inch = 10 ft. ... I ·AssonW,ioH ~~ESPclNSr6Lf eJJ•R&~ ADDR ESS: 4901 MOR EN A BLVD. # 4 09 SAN DIEGO, CA., 92117 BUIL TH frS of IJ{~toe -r #tR~'f A$Surt1'E' 1<E:51=tlNS/BlE t~~l:ie rO(Z. P~l~i-l ~~11-KuB'S illTtf/.S 'DftAllltNC!. f1~m ·. VON-l;'.E\~ 1:i'ROOP 11 I\!:> NE' t:iL.e-/ ,rl/f, 514-N p1et:i0,c.A tf21~J 'P~Ne: e;~-2.31-4~w "i l?xJ/zm'J l1(. EXP . PAJE ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901 Morena Blvd. Ste. 4 09 San Diego, CA 92117 (858) 681-6101 Fu: (858) 581-6138 JOB NO. 257-05, DATED JULY 3, 2007 TELEPHONE : (858) 581-6101 FAX # (858) 581 -6138 RCE __ _ EXP, ___ _ DATE REVIE\JED BY , INSPECTOR DATE l---l----+------------+---+--+---+----I I SH3EET I CITY OF CARLSBAD I SHESETS I ;:::=::::::::'..=:::==:::::E:::N:::::G::::IN::::E:::E:::R:::IN::::G=:::::D:::E:::P:::::A:::::R:::::TM::E:::N:::::T==~==::::::! GRADING PLANS FOR: OCEAN ESTATES PROJECT OCEAN STREET ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL DWN BY: ~LT 1----'----+----'----t CHKD BY: OIJ 0lHER APPROVAi. CllY APPROVAL RVWD BY: I t ; 083007 C :E w Ci) 0 ~ -w CTI Pl.> w )> TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLO'MNG: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SL OPES THAT ARE GRADED 6.·1 (HORIZONTAL TO VERTICAL ) OR STEEPER Yr!-IEN 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 H£/GHT. 2. AREA S GRADED FLATTER THAN 6: 1 WHEN AN Y OF THE FOLLO'MNG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) 'MTHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE AN Y SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE 'MTH THE FOLLO'MNG CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO ElGHT FEET IN HElGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO VERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO VERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE. LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLO'MNG: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FE.SC[][ c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS Yr!-IERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED 'MTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MA TE.RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS I.IA Y BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRA W IS USED IT MUST BE ANCHORED TO THE SLOPE BY 1./ECHAN/CALL Y PUNCHING NO LESS THAN 50% OF THE STRA W INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 'MTH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: s 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: c.....,_ a. TRACK WALKING SLOPES STEEPER THAN 6.1 .,. , . b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. ' 1/) ~~ r_.---~ u « en " l::t:i l::t:i en fP- ... <l ~ ~ J-.. l> ·....J- ~; I .,,.. ~ • I 3c .yr • / fl=4S.r.r GARAGE FF=37.33 LOI' 1-- -9,"662SF PVT STORM DRAIN CLEANOU PER DETAIL SHEET NO. TG=3_;2.Q,, IE=35.50 - .,---FF=48.67 - b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. ,4 S 6f ut,Jo& / ~eP.J'f AS.sum! ,e es;:'6NSt&E CI\-Ail"1~ Folt pes,~r,t tH-AtJ {iES 1b 1\H,!,DRf.L.llNl:f . £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVTDE A VTGOROUS GROWTH UNTIL THE WWN OIF <CAm.SMD MAlP' NO. ns (385, 535), :BI.OCK 6 GRAPHIC SCALE 10 20 .. 80 I_I 1 ___ ~1 ( IN FEET ) 1 inch = 20 ft. - A S T. I_ .J 7 \-T - C AN S T. 3c '--._ 0 co ~ 0 a:, "' cr, N .., + n _.,... 0 .,. I 0 "' w ,., J).. -' ~ ---- INSTALL 6" TYPE G CURB (PJ CATCH BASI~ "A" PER DE 1AI L SHEET t-jO . 4 TG/ 48. 20, 46. zb 'l!OWN OIF dru.sMD . IBO MAP NO. 775 I (38.5, 535), BDOCK 7 CATCH BASIN "B" PER DtJAIL SHEET iO. 4 T~-1,18.40, IE=4,5.40 F~,,.';36.00 ! Ph I SLOTTED DRAIN TG=37.07 I END OF DR IVEWAY 'fl\MP DOWN I ' PROP PUMP IE=34.0GI (GARAGE LEVEt) (PER SEP ARA TE PERMIT) (PVT). (PVT) CATCH BAS!N "B" PER DE TAIL SHEET \JO . TG=46.40, IE=44.40 FL=40.71 -· ,--=1 ' z 3c 0 I en en z en j <l D.. II z i='o I ; ~ 0 I Vl en z <l en -' <l n: II 2 ~o u f- W..-'-:..~_.f __ ! _!-~->- o.. en 8" . ... : ... . · .. NO. 12x12 STEEL 11 -. BASIN SECTIONS ---PIPE SIZE PER PLAN 6" 3~ .-.• . '. CONC. SEAT 560-C-4000 CATCH BASIN "A" 12" x 12" BROOKS CATCH BASIN 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE 'MR£ FENCE AND EXTEND IT IN TO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POS TS. 4. BACKFILL AND COMPACT THE EXCA VA TEO SOIL. Sll.T FENCE GRAVEL BAGS OVERLAP ON TO CURB RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS CONSTRUCTION SIT.£ ENTRANCES CONSTRUCTION SITE ENTRANCES SHALL BE PER CALIFORNIA STORMWA TER BMP HANDBOOK, STANDARD TC -1, MODIFIED AS FOLLOWS: METAL SHAKER PLATES 'MLL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAIN TS. ROCK SIZE SHALL BE 2 " MINUS. A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC AT THE CONSTRUCTION ENTRANCE. STABIIJZED CONS'l'RUCTION ENTRANCE TC-1 LEGEND DESCRIPTION QUANTITY SYMBOL THE PROJECT IS PERMANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDflJP,,,;fj'-.,i.ii✓ THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AN A RELEASED. Flt.II\: V6NREl1£R l:l-rtOP,11110 NEbUN !WE 1-,.N 1:>11:u0,c.A cii,~ .1"1f6NE : ~~~ic c. 4.~ ~,_, >R ENVIRONMENTAL IVIODEL 1--;c:>. NSRB 4 -6.b -72 -A -S[C>R I A* IS A 6" IN LET AND FLOWS TO BASEMENT TRENCH DRAIN NO SCALE PRIVATE : ... ·- STD . WYE BRANCH NO. 12x12 STEEL TRAFFIC GRATE -11-, BASIN SECTIONS CONC. SEAT 560-C-4000 ...---6" MIN. PIPE SIZE PER PLAN IE=AS SHOWN ON PLANS 12n x 12n BROOKS CATCH BASIN DEEP INLET OPTION NO SCALE PRIVATE ~ 0 I en 1/) 2 <l 1/) -' SECTION OF 12" METALIC 1 o.. OR PLASTIC PIPE g is nll!ml I lmU.lmUJm .. 11828! q/,,/ot; Fl.DIV, D.TMcNr: & En'PASS SPECIFICAHONS FOi? TH£ ,n E L t bA= BIOMASS SEPARATING BASKET ".C. . I . r>cp. 'IT nflow Pipe An-,o _ _ _ 12" CAST IRON GATE CAP ,:----FINISHED GRADE 2. Open Orifice Art•a in Biomass Separotin9 Basket J'. TreotobJo Flow Area With No Blocka9c - 4. Treatab.'e Flow Area With 50% Blockage - 5. Treatable Flow Area With 75% Blockage - 6.Minimum Byp= Avuiiable ---- (With Basket 100:C FuJJ) . ?8 so.rr. 10.4-SQ.FT. 10. -f SO.FT. 5.2 SO.FT. 2.6 SO.FT. 2.0 SO.FT. . • • UASKIT ::,TORAGE =11.8 CU. f7. (.4.J CU YO.) SCREENED f/OrTOMS HINGED -f. BAFFL:...-D' ' .,, 's;j:~=~:::;.:,-w';i,~ STOR.IJ [J()()l,,t IN GASKCf TURBULENCE ~ DEn.£CTOR 64 ; /2 X 24 SC1?;:;::. S'fSTCM~ --~ ,,.,,-SKIMMCR 4 X 48 X 24 1Ai..L CONC. PAT£1VT£D DE ~ IOI 1Hl5 -tS -Y-TOSE"M!.oA.llJ; 111 Off~ (.rom:•,-s· wrrH = -,.. (JF ~-~ /1111£ -.r ~J'Qlliltl.Oll'IV!" 10" TREADED TOP_l"_-t-,,J::,,,,-11-,-0-..+-~ 15" St..TJIMENT STORAGE ------C~ <XJNSaT sumlCE 1£0il-.- /o/OUXlf."S" ~A1',,£ rotf ~ .. STD. WYE BRANCH . • • . 18" 560-C-3250 CONCRETE PIPE SIZE PER PLAN STORM DRAIN CLEANOUT DETAIL NO SCALE PRIVATE FLOW Lower Front Chamber -J8 CU. FT. Lcwer Rear Chamber ~ .36 CU. n: TOTAL 74 CU. FT. (2.5 C -..,.,, ... __ -....,.._ - u YD.) I 11 ~ ~ -~-- £ND ""' »--...--J71--' . RISER~ HEIGHT I '1-1,. 1--50 - YARJ[S l I -'8--20 --!2" I i I I I SOR ~ 11 I I I f"ufao~t , ~ , l ~ ·. ,: ell /FLOW\ 72 I ~~ B< V , LL 36 I ~........J -I c--6 . .., __ .._ I ,_ - -TYP i -38 -36 RIGHT C.OW lo'IVI," NOTES: 90 T CONCR~ 28 ™-Y COUPRESS!Vf: PEAX DESIGN now EXCLUSIVE C A L IFORNIA D ISTRIBUTOR: STRENGTH fc=5.000 PSI. 1 0.6 C.F.S. F310 CLEAN ENVIRONMENTAL SER V ICE ; F'. 0. a ox 86.9. OCEANS/DC. CA. 9 .20-49 5 FT. Pf:R SEC. Fl.OW l TEL. 760-42'1..3 -7 64-0 FA X:760-4 -:3.:3 -:3 1 76 2. R[fNFORCING:ASTM A-615, (BASED ON GRAD£ 50. MUL TIPU£D BY TH[ MIN. BYPASS AVA/l.ABU-.} I Emo,"/: inf'oC biocleone nyi,,.-onmontol.nat J. SUPPORTS AN H20 LOADING AS !NDIC!ITED BY MSH10. 4. JOINT SEAL.A.NT: aum RUBBER SS-S-00210 5. All WALLS, TOP + BOTfOM AR£ 6 . TH,CK. ALTA PLANNING CONSULTANTS ENGINEERING SURVEYING ENC/NEER OF WORK FIRM: ALTA CO NSULTANTS ADDRESS: 4901 MORENA BLVD. # 409 SAN DIEGO, CA ., 92117 TELEPHONE:(858) 581-6 101 FAX #: (858) 581-6138 1-_ it) BARTOLO E J. PASTOR DATE: RCE 38606, EXP . 3/31/2009 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT LOW THROUGH BIO-CLEAN ENVTRO. MODEL PVT AGREEMENTS 2 & 4 SEPERATOR NSBB 4 6.5 72 A SOR Qty f]Jf & STABWZED CONSTRUCTION ENTRANCE (TC-1) SILT FENCE GRAVEL BJ.GS , MAINTENANCE QUANTITY FREQUENCY INSPECT AFTE:R EACH MAJOR 1 RCE RJJN FALL AMJNTJJN & CLEAN TWO nMES A YEAR 1 EA 360 LF 400 EA. ==·=·=· HAS BUI L TN EXP. DATE "OT£: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE WILL FILTER ALL ON-SITE RUNOFF. REVIE'w'ED BY, BASKET STORAGE CAPACITY: 11.8 CU.FT. SEDIMENT STORAGE CAPACITY: 74.0 CU.FT. INSPECTOR DATE I SH!ET I I SH~TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEA N ESTATE S PROJECT OCEAN STREET ~jRO~ DAv1D A,~AUSER .._ ~· 1::1 / .r:-.-) 6~¢CA¼2 lt> ~ ot 'R£:1'11 /I ,.LJ...f /. 1 L,.. .,~,N -,_ \If' ~~' IT CITY ENGINEER PE 33081 EXPl1<t.:, 6 JO 08 OA TE lt t, O' ~e-m I , I ':1 Aru.,.,. ~ .Ji <1 n :.1 .. ~ DWN BY: PROJECT NO. AL TA, JI I DRAWING NO. 4 901 Morena Blvd . Ste . 409 San Diego, CA 92 117 (858) 581-6101 Fax (858) 581 -6138 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTlON CT 04-22 432-3A JOB NO. 267 06, DATED JULY 3 , 2007 . ENGINEER OF WORK OlHER APPROVAL CllY APPROVAL RVWD BY: r •d I 1 l 070708 083007 50' . 25' 1-w 25' Wi--------------------------i ~ 20' Pl STA=1 +26.00 Pl ELEV=42.36 . . --_,. V -I -b a ,-.: Pl ELEV 37.43 ~ LL ·-cxi 40 IJR/VEW-AY RAM--P .PR(}F/LE b{)'J' 1 r-FSI58 , rrG '37 c,c7> STA30+29~14 OCEAN ST. FG=37.73 t.....i. - + HO"RIZOOTAL-1"=5' ~ nr f-85-!i---+----------------------+---------------------~v"""'c.r,n.,,TI~n~L,;_;,-"='•-,S'--=-------------------1----;+•5=4•.'6'"'7,--------l---------"'=1FRE:N131H--:-----------._11:l)-_-------------- DRAIN 1-- ---- ---- , . - ~, 3:1 I LL l W I-. ~ II x --o CJ w ~ a:: ~-~ o N 11 --c.. ±_ + -w--0 o ~ I - 20' LL -__,__ 45' FG=37.60 1-w 25' Wt-'------------------------i ~ Pl STA=1+29.00 Pl ELEV=42.46 20' <C _:z_o ~ w -o ill -0 1 ~~----+.,..---~- --0 --nc:-VJ -_'St -I->-~ -\.:) a::_ --a::--£-@t- ,1_ p i.i U-~ (I) + ,.. '-· ~ ---1 __ ::I -.cc,.,._ 8' VERTICAL w CURVE -1= --~------ ---:::i _ _ 11-----==---==--------'----=------==--==35=-·-oo_' ____ --Ff---==------==--------=--c:i -_Cl ------_! 4' 4' 18.00' LL _ 0 -Wl,•----=-~t-o.• --'•-1----------------i,4---I-CJ ~ v , u:::i I.J. 0 N 11 ~ = 1--t!l---e ~ ·b::" + <.') j ct::-..----LL u --> w f'). o r----c -. --• l~ r<J II -rel ~ LL <(0 LLO r<J .:-1. r-,... u~ . l -i.1lN. r r= 47~2, I u Pl STA=1+57.QO > ~ Pl ELEV=37.37 _w~ r,,,,,r, ' .. . --,. n 0 . S! 0 ~ Q 0 1..-r.• ._..r,. -1a.18z .,-. , -:;:. VJ II '":.i' a::: Cl o · o I() ·r<J r1 ~ -~=t ~--~-If I() II + CJ b a "' ___ JJH.tVE WKY Jf:AM-P PJJ._()_Ef--LE. Lt1 T _2_ -~ LL FrG=e-3'7.2, ---HORl~ONT-Alc 1 "=-5' - - ---- . - -- ST.A. JQ.+45,85 OCE;AN ST. ~ .,. !i"------------------------------------------------lllaR:il!C!"I.L'1'1 "°a,a!-"i"'---------------------------------"'-=-ffil,--8.N .Bt-<-,f----------,~ ... ,,.,_ _____________ _ DRAIN --45' 20' 1-w Pl STA=1+25.00 w , ____________ 25_' _________ __.. Pl ELEV=42. 75 ~ 8' VERTICAL 20' rct--__ U_RB,-L_IN_E ____ ---,,-,-s---,· ~--------i' 'PROPERTY LINE 24" I 4-b I--' .. I O SIDEWALK 2% 1/2" RAD"-.,_ I~ 1" RAD\ ,1/~" RAD: -·-~ , ___ ,_ ----•-,--: _-. - -----=:::,.: } ~ ; _ __.,_ ---· ;--.---~ • ~~, • ' • -_.,_ L.,., --~---• -t>c. • -/ ."" -• ------ .. . . MODIFIED 4" G-2 CURB ---·~-----55~----+----~--i -s~~-----+I' ~ --___ __ga:::t=t"!~l-_--+-----__t:--:::==;_fi: __ H,,R,~.iF=-~l-----------------y,/,-----------------------~-5=i=5"---------------- - - .,..,, -- ,.-·- ,. ,. . - -- >-~- -~- > ___5_ c.. -{j I o ~ N --~ J --36.00' ~ g_ - -z _VJ__ - --->t--:::i. - ~-- 1 -w 9a ~ <'/, ---~/:: ~ - - -. 4' 4' 18.00' Z ~~ C.. w-LL ___J ---' 0 -b:1-J.J... :::;;-U ifi O 1 -~ ----1"6~01)' V , LL .....-,.. ~'-<0.>-----,,-1--,_-t----'-!-----~ w Z>-x -,,,, ;:>:wa:: u: u >-u· --x ~,~-o~·~~LL ----,1---w<( . wol ~---~a:c§--='-$ a5 -~>- w u-, 0 ill 1 !3.o:!-~ "<I-wz ~ 0 ;::::~ F 00 TI"" -N---0: ~-~ -0 ~ W -4:; 9 -11 ---t) (J.)_~_ ----.-LIJ 0 --._C,1 bi.a-0 -- oi r ~ 8 -~---f 6~--~--! iZiitii ~ ~ -~r1~-~~ -~ ' LL ____ Q_~ •.f---1---__r---_L- ,, '1 ·,·/,r/ .'/i1,-I// -, ------ N 11 +~ ~ LL 5 -w-- -I() o rn -"3 ~ r<J II + CJ ~ LL --19.2 1-,,,,, ltfllJ!E W'A--Y R.4 ME_ERflJi'ILE LQ'E 3 ' t- 45' STA 30+89.52 OCEAN ST. HQfllZQt-1.TAU " =-5' VERTICAL 1" 5' i-------------------.w~---------------------i Pl STA=1+29.0C w 25' Pl ELEV=42.99 I-a::,--------------------------. 8' ,- ~f V/////'/7///////////7///////////////////,1/,7////////// --8:o·-VE:R1.·CtJRVE --g~ Pl STA=1+57.QO > ---'-> P J ELEY-3 7. 3-1 ~ LL _. '<I-st _s;1 "! 1-M O --: o I() ~ r-- VJ II O «> e -· = r<J a::-,nr<J -!°::: <DII LLLL~ II I() II ~LL +c> + CJ ~ LL rrG=37.27 ...J.. "-... .• _NCI! DRAIN .,, - -- ,. ,. -- 86 . .o. .., " l , • ENGINEER QF JCQRK FIRM: AL TA CONSUL TAN TS tJ8Z81 'R.c.~. ADDRESS: 49 01 MORENA BLVD. # 409 SAN DIEGO, CA , 92117 TELEPHONE: (858) 581-6101 FAX #: (858) 581-6138 . /J,..,_ r , /:J -H 7 -ff-"7 ARTOLOME { PASTOR DA TE: RCE 38606, EXP. 3/31/2009 20' VJ 20' 1------------i-,,========~=======~~-====--=-~=-----==-t-----t--v'E,,_f<TI,-..,,,v,~Lt---+---------------------------------------------------------- ::;;; , ~F rn a::: , URVE --'U 1---c.., w z'="" "": r '"I-3600' )= _ z: --B --o-0 N ~ 1--,--' . ~ ~ 0 ~i1] -1 -;::.>--[5 ---· ~ 20.06' " -HAS BUIL TH 1-a_ ~-"t.!YQ:'. ·o.. t!J □-I---LL ----al v -_6(}'-------'9+1-~~c..l-+---------i.-'~_---ix~ ___ _,qa':j-. ;.-_j'~e=-------, ,, ·-.;-:t~e'-----~~i-i•·ul:!'·4 ~cn~-----,e-a:-+----f-----~--~;-._-___ +-----ol~========l·=="·=0=0=· ====~"-t---1--------+---_-_ _!03+--------~-1.,..§"~ "-----______ -____ -- ~ .=: l Z>-W rn >w O:'.: == <C5 >, ~ ..---..,.., RCE __ _ EXP. ___ _ DATE I x O x -;:c:--1:1:. z w-..: · <C-n:-~ ___, --v -~ m w -0 0 -w-<D w--~ 0 :::.;11 ~hi:!'.£-~--~ c..uJ~ ~* 0 ~-"'!-J_ois --0 ~---o 8-"-lv1 il't rr=4i.27 ---REVIEl-1ED BY, _o:::_ -e----f'i ----E~~---,C..------,-~LW-"{. .0 _JI_ -e;:jJll..4 - -r---e --· N -o ~ ·,.j e N O ~ "///////////////////////////////////////////////////, '<I-• '<I-0 0 <C>a:: ~ C.. .<(I-<Xl t--. N'<I-~ ~ ~ 0 N 11 :.:: II 1-o I"! c..e-1----_ -1---w --<C1 EDlfJ-~+IN. -e-N-*11-1-u 1---'0-~ m~ "l ~ 8.o· VERT~ CURVE <Xl <Xl ~ v, ---' 1"' \ ~ ~ ~~----'1-;i?N'f:t~ll,-_.;N~ll,--~r<J!h~ll,__ __________ ~_~,u-i~l --=-Tc~QT~~~:;=;~V----,--------~--4J~r~ __ 1 __ 1 ________________ 11_11_1 __ 1 __ T.==::;:;:';::l::;NS~P;E~C'.;T~□::::R:::;'.;;=;:::::::::::;:;::;::::::::::;:::::::::;:::;-'.D;:A;;;T:;;E;;;;:;-j .Q _C)_~---Q_'_~~-L --=-'<I--\ -2.54-% ~ ' -~~ :':~i:5 ~!-LL ~LL ~LL ~ ~§~_ ~-p~is~tEJ+;J~_z°~Ri --~====~====~============================~~====~===~====~====:1SH~ETI crrNirNE~!NG~b~~~J?AD ISH~ISI ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901 Morena Blvd. St e. 409 San Diego, CA 92117 (858) 581-6101 Fax (858) 581 -6138 JOB NO. 257-05, DATED JULY 3 , 2007 ,/ "'ti,,,,·, ,tltJIJ -., -. ·-.. -i9.54.,._0 :::; 5~ ~ o If!_ '<I-Sr-,: ~, -;:;D;RIVElr;;;;;:A;'.,Y:;::;P;R;O;FII;:;ES;;=:;FO~R:=·=======:::'.__'.:::==:::; I-!'"' ~ ~')f.l) 11 O _oo, C -U1 ~r-'1 -m .._a::: 0 l"i r<J O ~· <D .I! 40-1----+--+-------------+---+--t---t----1 OCEAN ESTATES PROJECT ..---..._ ..._ + r'~ r--,.. r-r., ~LL --~-~1 FrG==J,.27 --OCEAN STREET STA 31'!-33.19 OCE,A.N ST. • ~ _ __ _ _ HORIZONTAL 1"=5' _ _ ~PRU'Vl:_D: OAVIO A. HAUSER _ / ... / 1------------------VE=R~TI~CA~L:_1!___"-:::5,'.__' _________________________ .='fR-El--«31-"+--------;_Jll:_ rl L 1 -. fl:.rJ htr?, ,_,;, ' ,_ ~IV07 '· ---· -•' -uu lf •••~ e<m i II, m 111'-f, \J\ol,: • ' G,IIP PUTY aTY ENGINEER PE 33081 EXPIRES 6/30/08 DAlE DRAIN "~'l-'C•tJ<lr 11'-'4---11 ~-"----l--'-'-'\Qiul.S,__,,.,.-"aU-r,,,-'t7IIW~ 'Pl" z:; I ,:u.12::,-r ,_.e::l1'LlL-+---+--l--------'•:....·-+--'-'"--I ~:::::::::::::::::::::::::::::'::::~~::::::==:::::=:::::=:~=:~~~~ ,-DATE IN~'!!. /1\ El LC;_ =.,__ DATE INlllAL DATE INlllAL DWN BY: ~ I PROJECT NO. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION 01\iER APPROVAL CITY APPROVAL ~~ ~r ~ _ cT 04-22 _ 4 32-3 A Pfi:fJ_EILE_ Lfl_T _4 __ j ' , ) 070708 0830 07