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HomeMy WebLinkAboutDWG 495-8A; SDP 96-14I; LEGOLAND PARKING STRUCTURE; 01-08' ' 'i '! •· I ~ '' I l GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREY10USL Y 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 ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEv1ELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTIROL SHALL BE AS SHOWIN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TIRIMMED 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 SITIE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROY1ED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR · THIS PROJECT, DRAWING NO. 495-8L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWINER/APPLICANT SHALL INSURE THAT ALL CONTIRACTORS SHAUL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. GRADING PLANS FOR: LE GOLAN D PARKING STRUCTURE VICINITY MAP CITY OF OCEANSIDE HIGHWAY ?a C,4¼11\10 G) NOT TO SCALE WORK TO EE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, b<OSION CONTROL FACILITIES, A~D PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLA!S, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWIN OR REQUIRED ON THIS S,T OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOlLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTIRUCTION, AS DIRECTED BY Tl-IE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7194 DATED SEPTEMBER 7, 2016 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON ANO ASSOC/A TE,, INC DATED NOVEMBER 24, 2015 ,x SOILS WPPl\ff; L!;ITER iilY NOVA DAHi'? ocr. 24, '20/G>, 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOJIFIED BY THE CITY OF CARLSBAD STANDARDS. 4. A 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 AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAY1E A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS v11 OR BETTER AS ESTABUSHFD BY "BESTS" KEY RATING GUIDE. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STIREET 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. .,;] if 2· 1'(' CITY OF VISTA 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TIED NOT APPi /CAB/ F 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAY1E BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. u ii;' ,~~_..:R~O~Aill--r--_,..--t-o '?--"i ~ ~<?--" ..., 9. STORM WATIER POLLUTION PREVENTION PLAN PREPARED BY NASLAND ENGINEERING DATED 10/12/2016 SW NO. 16-318 WDID NO. 9 J7CJ7780J 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER 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. 31. THE CONTIRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTIL Y 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. CITY OF o.-----,._, SAN MARCOS 10. STORM WATER MANAGEMENT PLAN PREPARED 8/,8/2016 BY NASLAND ENGINEERING DA TED ---"-'-~-~~ SWMP NJ. 16-25 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTIRUCTION SITE BMP MANUAL. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED 'MTHIN THE REY1SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT p ~ :ti-·ll);i,.~. LEGEND f 9. 10. 11. 12. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 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. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. WHERE TlRENCHES 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 OF 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. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION 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 THE DIRECTION OF .A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTIURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH 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. 8__ PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGll,NING _ OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTIRACTOR SHALL REQUEST A PRECONSTIRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR 'MLL THEN B CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROY1DED BY THE PROJECT 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 (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS 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 THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEY1CES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERY1CE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STIREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERY1E AND CONTROL THE WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15.16.120 A.10 CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA,ING ALL GRADING IS COMPLETE. ALL EROSION CONTIROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED 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 BEARING CAPACITIES, A STATEMENT 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 WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTILINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. 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 RESUBMITTED FOR PLAN CHECK. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATIER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTIED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SOILS ENGINEER'S CERTIFICATE DEVELOPER NAME: LEGOLAND CALIFORNIA, LLC ADDRESS: 1 LEGOLAND DR/ VE CARLSBAD, CA 9200B PHONE NO.: (760) 918-5300 LEGAL DESCRIPTION LOT 18 AND 19, CITY OF CARLSBAD TRACT NO. 94-09, CARLSBAD RANCH UNITS 2 AND 3, ACCORDING TO MAP THEREOF NO. 13408 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 1 1997 PROJECT ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMEffl/C METHODS FROM INFORMATION GATHERED ON NOVEMBER 18, 2015 BY AEROTECH MAPPING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 211-100-09 . THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 350,000 E 1,671,000 REFERENCE DRAWINGS CT 94-09-03 CT 94-09 DWG NO JJJ-2Y DWG NO JJJ-2Z 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING I HEREBY DECLARE THAT I AM THE SOILS ENGINEER AND GEOLOGIST OF WORK FOR EARTHWORK QUANTITIES DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF THIS PROJECT, THAT I HAVE REVIEWED TrllS GRADING PLANS AND FIND THEM IN WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY LEIGHTON RAW CUT 5,4oo CY EXCAVATION OF SUCH TlRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION AND ASSOCIATES, INC. DATED NOVEMBER 24, 2015. I UNDERSTAND THAT THE CHECK COMPACTED FILL 200 CY THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TlRENCHES FIVE FEET (5') OR OF THE SOILS REPORT, PLANS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS ...-.,--'::c:;.;_, REMEDIAL 15,200 CY MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED CONFINED TO A REY1EW ONLY AND DOES NOT RELIEVE ME OF MY RESPONSIBILITY F,0~1!§!o.r:,, EXPORT 5200 CY AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM PROJECT SOILS AND GEOTIECHNICAL DESIGN. ,: ,,<.J <",\ r-fl'Oi,"'{ ''\1. ~:~~~~~~; f5~~~~~~f~v1EBYco6~~ {HOENS~L~~TIO~HA~~FE~~ ~~~~~~-ED TIT~~ } ~. rfrJf:'.?«· .. ,, ".<:£,~~\~ NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. EARTHWORK QUANTITIES DO REGISTERED ENGINEER' AT THE CONTRACTORS EXPENSE. ACOPY OF THE OSHA ~ r ~, .-:::,. , 0 ··~?-•. );f,)l NOT REFLECT ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE SOILS. EXCAVATION PERMIT, MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. ~,a SIGNED: 1 ~ >'" n 9t"' -};· , ,,, 1'7' REPORT AND ARE FOR REFERENCE ONLY. SINCE THE ENGINEER CANNOT CONfflOL 'f#'A. l .:::. , \, .. '..,,· · .. ~.J ., THE EXACT METHOD OR MEANS USED BY THE CONfflACTOR DURING GRADING 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN a G.E./P.E. NO.. o-.;;,\ ·)\· . .-, H~;:J OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING ~ DATE: IQ-'21'.,, -\la ~.'':~~F~yJ'i:fJ11 THE ENTIRE SITE, THE: ENGINEER ASSUMES NO RESPONSIB~LITY FOR FINAL PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. * <.' LICENSE EXPIRATION DATE· -,,. --~ EARTHWORK QUANTITIES. THE CONTRACTOR SHALL BE RL-,PONSIBLE FOR DETERMINING ~ -t9,r · 0':> -~ I -\J HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONfflACT, AND CONSfflUCTION 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA ;;!~-PURPOSES. DURING CONSTIRUCTION, OPERATIONS WILL CEASE IMMEDIATIELY, AND THE PERMITTEE OWNER'S CERTIFICATE WILL NOTIFY THE CITY ENGINEER. OPERATIONS 'MLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. I (WE) HEREBY CERTIFY THAT A REGISTIERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERY1SE Ov1ER-ALL GRADING ACTIVITY AND ADVISE ON 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEY1ELOPMENT IS WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TIRUCKS, SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND "DECLARATION OF RESPONSIBLE CHARGE" PACIFIC OCEAN INDEX OF SHEETS TITILE SHEET NOTIES DEMOLITION PLAN GRADING PLAN BMP PLAN AND DETAILS GRADING DETAILS UTILITY PLAN SIGNAGE AND STRIPING PLAN BENCH MARK u AVE CITY OF ENCINITAS 1 2 3 4 5 6 7 8 DESCRIPTION: 4" PL-1STIC CAP (SD CO. CONTIROL PT T-1307) LOCATION: 500 FT NORTH OF PALOMAR AIRPORT ROAD R.O.W 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOY1NG OR GRADING MUNICIP PERMIT, LATEST VERSION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAY1E RECORDED: 1980 ELEVATION: 46.67 M.S.L DA TUM: NGVD 29 OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY ( EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN DESCRIPTION DWG.NO. SYMBOL CURB AND GUTTER ........ G-2 .. . USE 520-C-3250 CONCRETE ASPHALT CONCRETE STREET SECTION ......•. CONCRETE SIDEWALK ....• SDRSD G-7, G-9 .. , ' G-10, G-11 EXISTING DRIVEWAY . . . .MODIFIED G-14 .... PRIVATE STREET LIGHT . ..... ' ...... . MAJOR CONTOUR ............. · · · · · · 100-- MINOR CONTOUR ........ , .... , , · · · · · --101-- STORM DRAIN PIPE .....•............ A-4 CLEANOUT ... TYPE A CURB INLET. TYPE G-2 CATCH BASIN TYPE B HEADWALL .... .SDRSD D-9 .•.... .SDRSD D-1 ..... . .SDRSD n-8 ..... . .SDRSD D-32 .•••. TYPE A BROW DITCH ..... SDRSD D-75 ..... GRADED LOT SWALE .•...... 1 % MIN ..... RETAINING WALL . • . . (PER BUILDING PERMIT NO CB 16-2925) 1'' WATER SERVICE WITH BACKFLOW PREVENTOR •..... W-3A •• 6" FIRE SERVICE ==> ==>. ---o-=-v- WITH DDCV .......... -CMWD W-22. . . . . . . f---0-CJ---------- SEWER LINE .......... CCESD S-5 . . . . . . S--S--S- SEWER LATERAL ....... CCESD S-7 . . . . . . ---o----------@ SEWER CLEANOUT ...... CCESD S-6 . . . . . . . --0-- ABBREVIATION SDRSD: SAN DIEGO REGIONAL STANDARD DRAWINGS CCESD: CITY OF CARLSBAD ENGINEERING STANDARD DRAWINGS CWMD: CALRSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWNG POST-CONSTRUCTION BMP T,\BLE EXEMPT FROM HYDROMDD/FICA 10N? QUANTITY 1320 LF 21030 SF 420 LF 13 EA 490 LF 1 EA EA EA EA 230 LF 215 LF 110 LF 1 EA 185 LF 1 EA 2 EA STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORM WATER REQUIREMENTS C8J PRIORITY PROJECT REQUIREMENTS n YES (SEE SWMP FOR DCCUMENTA TION) C8J NO TYPE B/OF/L mA TION DESCRIPTION TREATMENT AND FLOW CONfflOL OWNERSlllP LEGOLAND TOTAL LOT AREA -___ 1_32_·1_ac_r_es ___ ~ TOTAL DISTIURBED AREA -2,56 acres (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TIEMPORARY DISTIURBANCE SUCH AS v1EHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA -2.09 acres TOTAL PROPOSED IMPERVIOUS AREA -2.09 acres MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT INSPECTOR SHEET NO. 4, 5, 6 MAINTENANCE FREQUENCY MONTHLY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) l C> '2J 11 ( SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. l---l---+--------------+---1--+----+----l I SHE1ET I CITY OF CARLSBAD I SHEBETS I 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTIRACTOR TO THE (PRINT NAME BELOW LINE) DATE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES ;::::::=:::::::'..:::=~E=N"'G';::IN:'E':ER:::IN::::G:==DE=:P:':A::::R:::::TIM:::E:::n::::====--'===~ WORK. ~ ( ~ FOR PROJECT DESIGN. GRADING PLANS FOR: /',,-r,,-n Y. · \,,. "r✓-r7":{-;,r-( NAsLAND ENGINEERING "rESSJa LEGOLAND PARKI"'rG 22. IMPORT MATIERIAL SHALL BE OBTAINED FROM, AND WASTIE MATERIAL SHALL BE 1G t?--"'-. N '--Y'-)C-< FIRM: '<8--" --~ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL ADDRESS: 4740 RUFFNER ST ~Q.. WJIIEN STRUCTURE BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL CITY, STATE: SAN DIEGO, CA '<l ROUTES OR ADJACENT STIREETS AS A RESULT OF THE GRADING OPERATION. TELEPHONE: (858)294-7770 0 f~f,~ TITLE SHEET 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE BY: PETER 8. RITCHEY DATE: 10/25/2016 ,,,A:PP~R~O~V:E~D~: ~~f;_~J~,fl_ ___ :JA:S:O:_N S. GELDERT TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. '°" -/O•-i'l-• 1' R.C.E. N0.:_6~7~6=52~------------'1--?' C1y\l-\)<ff" l---l----+------------------1---+--+---+----I CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DATIE 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF REGISTRATION EXPIRATION DATE: ()_6"'/.'-'3"'0'-'/2"'0'-'-1'--7_____ Of Cf'..\,,\~ t0/t6/~ OWN BY: PROJECT NO DRAWING NO. WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAY1E A DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY: __ _ MINIMUM ONE PERCENT SLOPE. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 96-14(1) 495-sA ~------------------------------c··-· ---------------~~;;b=~~~~~=~~~~~;g~~~~~~~~==~ CJ D i 2 G'l 2 C s: tlJ m D CJ I 2 G'l 2 C s: tlJ m D CJ :0 i 2 G'l 2 C s: DJ gJ ' ¥- SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNEC110N OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl VE FORM OF PROTECTION. 6. 7. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. ALL POTABLE WATER SERVICES SHALL BE f' AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER __ WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICf.LLY . _DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. -POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE , 'AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL · -BE REQUIRED AT THE CONTRACTOR'S EXPENSE. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT Z-Alll 1'11-lC\>\C:11..LI AT ( 'I '!'I) ~ !;; ? -r. 8 " 'ii 2. EQUIPMENT AND 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 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 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 OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 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%). 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 GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. 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), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK PRIOR TO ANY CHANGE IN THE FIELD. 4. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED A MINIMUM OF TWO WEEKS AFTER INITIAL PAINTING AND A MINIMUM OF 30 DAYS AFTER ANY ASPHALT SURFACE WAS PLACED. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 5 CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 6. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 7. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 8. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 9. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 10. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 11. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CON11ROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 12. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 13. WIHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 14. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED 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. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDEN11FIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING 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 FP.OM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP11MUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 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 WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC S11REET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER11FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. rYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APP JED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15Y. SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 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. ADJUS11NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BON)S RELEASED. DISABLED ACCESS NOTES ALL GRADES SHOWN ON THESE PLANS WERE DESIGNED IN COMPLIANCE WITH THE 2013 CALIFORNIA BUILDING CODE (CBC) AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA) TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS'RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE CODES. SHOULD A DESIGN QUESTION ARISE OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT FROM THESE PLANS, WORK SHALL CEASE AND THE CIVIL ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO CBC AND ADA ACCESS FOR THIS PROJECT. CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS DEFINED BY CBC AND ADA ARE SUBJECT TO REJECTION AND MAY BE REQUIRED TO BE REMOVED AND REPLACED AT THE CONTRACTOR'S SOLE COST. SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR B) THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOLOGIST HARMLES, FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE AND MAKE EXPLORATORY EXCAVATIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUC110N PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 3. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. 4. ALL WORK NEEDING MATERIALS TESTING REQUIRES THAT THE CONTRACTOR NOTIFY THE CITY MATERIALS LAB AT (858) 627-3279 BY NOON THE DAY BEFORE THE WORK IS SCHEDULED TO BEGIN TO ARRANGE FOR TESTING. 5. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 6. THE EXISTIENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILIT'l FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWs. PC RESOLUTION NO. 7194, CONDITION #6 THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE EXECUTED TRIBAL CULTURAL RESOURCES TREATMENT AND 11RIBAL MONITORING AGREEMENT BETWEEN THE DEVELOPER AND THE SAN LUIS REY BAND OF MISSION INDIANS. ALL PROVISIONS IN SAID AGREEMENT SHALL BE IMPLEMENTED THROUGHOUT THE PROJECT GRADING AND CONSTRUCTION, AS APPLICABLE. THE AGREEMENT REQUIRES PRESENCE OF A LUISEf10 NATIVE AMERICAN MONITOR AND AUTHORIZES MONITOR '0 WORK WITH CONTRACTOR TO ENSURE THE PROPER TREATMENT OF ANY TRIBAL CULTURAL RESOURCES AND/OR LUISEf:iO NATIVE AMERICAN HUMAN REMAINS INADVERTENTLY DISCOVERED DURING THE COURSE OF THE PROJECT PER THE REQUIREMENTS OF THE AGREEMENT AND APPLICABLE STATE LAWS. Re,~~t/JU; \~S~""iO It. I Nasland Civil Engineerlr.g Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com ~ CITY OF CARLSBAD I SHE8ETS I l---t---+-------------------1-----t----t---t--7 l_1_J ENGINEERING DEPARTf.ENT 1---t---+-----------------i----i----;---,---, ~G~R~AD~IN~G~P;::LAN:;:;;S;;:";F~O.;R::::: :::::=:===:::::=:===='-'====; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGOLAND PARKING STRUCTURE NOTES APPROVED: ~ . lj h-Jtt JASON S. GELDERT LI....,,' /U/YV' 10-2-::; 1416 C~ITY-:-E=N~G~IN=Ec2R==-=~R~CE~6=39=1~2---=E~xP=1R~E=s~9-;:::/3=0;71·a DATIE DWN BY: CHKD BY:, I"/ RVWD BY: PROJECT 110. SDP 96-:4(1) DRAWING NO. 495-SA ~~!""!'!'!!"!!'!'~~lllllllll~~~!""""IIIIIIIII!""'!'!'!'!!'"------------------------------------------•--------ilil.•, D. \DRAWING FlLES\Tin.E SHEETS\GRADING TITLE SHEET.DWG RE'YISED:01/05/16 I '1114'16 CJ :0 ~ 2 (j) 2 C: s: [IJ m :0 Cl :0 i 2 (j) 2 C: s: OJ m :0 CJ :0 ~ -2 (j) 2 C: s: m :0 X "' X "' X "' X "' X "' X • 11 \ \ \ { I 0: \DRAWING FlLES\nTI..E SHEETS\GRADING TITLE SHEET.DWG 2 .... ~ I ""1~""~ -~ l s;: Jr· 1-····· ·· -··---- I I I DEMOLITION PLAN SCALE 1"=20' RE'-11SE0: 01/05/16 ...... __ _ ···-·· "~-~- 20 0 20 40 60 80 DATE INITIAL SCALE 1" -20' ENGINEER OF WORK REVISION DESCRIPTION DATE DEMOLITION NOTES: G) SAWCUT AND REMOVE EXISTING ASPHALT PAVING. SEE GRADING PLAN FOR LIMITS. (D PROTECT EXISTING CONCRETE CURB AND GUTTER @ REMOVE EXISTING CONCRETE CURB AND GUTTER. FOR FULL EXTENTS OF CURB REMOVAL, SEE GRADING PLAN (D PROTECT EXISTING SIDEWALK IN PLACE @ PROTECT EXISTING STORM DRAIN INLET IN PLACE @ PROTECT EXISTING MANHOLE IN PLACE (J) DEMOLISH EXISTING STORM DRAIN INLET AND PLUG THE EXISTIING STORM DRAIN WITH CONCRETE @ DEMOLISH EXISTING STORM DRAIN INLET AND CONSTRUCT TYPE A-4 CLEANOUT. @ PROTECT EXISTING IRRIGATION CONTROL VALVE TO REMAIN IN PLACE @) PROTECT EXISTING DRIVEWAY GATE IN PLACE @ PROTECT EXISTING FIRE HYDRANT IN PLACE @ PROTECT EXISTING SIGN POST IN PLACE @ PROTECT EXISTING TREE IN PLACE @ REMOVE EXISTING TREE @REMOVE EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE PLANS @ EXISTING ELECTRIC PULL BOX TO BE RELOCATED TO PLANTER. @ DEMOLISH EXISTING LIGHT POLE AND ELECTRICAL SYSTEM. SEE ELECTRICAL PLANS FOR EXTENTS OF DEMOLITION. @ PROTECT EXISTING STRIPING IN PLACE. @ REMOVE EXISTING STRIPING. SEE GRADING PLAN FOR COMPLETE EXTENTS OF REMOVAL @ PROTECT EXISTING SEWER METERING STATION IN PLACE. @ REMOVE AND SALVAGE EXISTING SIGNS. COORDINATE WITH ARCHITECT FOR LOCATION TO BE INSTALLED Nasland Civil Engineering Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com CITY OF CARLSBAD INITIAL DATE INITIAL ENGINEERING DEPARTMEN' GRADING PLANS FOR: LEGOLAND PARKING STRUCTURE APPROVED: CITY ENGINEER OWN BY: E DEMOLITION PLAN ,ASON S. GELDERT I 0, 2/f: · JI, RCE 63912 EXPIRES 9/30 DA TE PROJECT NO. OTHER APPROVAL CITY APPROVAL CHKD BY: ~"'~I_._ RVWD BY: SOP 96-14'.I) DRAWING NO. ✓495-SA I I ,n • I ~ " u D " .. ;i " -::; ~ ~ ,~ _) , C ? s ~ ~ < ·< .., --{ :J ' ,;Jl , "' ": t I ") z ~ I n ~ ~ I I I a ll ~ 2 (j) 2 C s: 00 m ll Cl I 2 Ci) 2 C s: ~ ll NO. LENGTH BEARING SLOPE U) 30.00' N73°15' 49"E 0.6% (}) 42.94' S62°48'32"E 2.0% <11 70.50' S16°48'32"E 2.0% © 59.43' S16°48'32"E 2.0% ® 56.51' N15o43'32"E 2.0% © 31.91' s5°41'28"W 2.0% (]) 28.02' so5°40'11 "w 2.0% © 23.21' N84°45'55"E 2.0% ® 30.94' N73°11 '28"E 2.0% 18.75' _ N 3°11 '28"E 2 ofESS 73.7 ' N73°15' 49"E . ~ ~ 2.ll<£ 12. 75' S16°44'11 "E 15.7% 12. 75' S15o44'11 "E 15.7% 12.75' S16°44'11 "E 15.7% ~ IV I\. r::,<if Nasland CAI...\\ ,o/i.1/16 D: \DRAWING FlLES\TlTLE SHEETS\GRADING TlTl.E SHEET,DWG REVISED: 01/05/16 NO"ES 12" RCP CLASS Ill 8" SDR-35 PER SP-02 8" SDR-35 PER SP-02 8" SDR-35 PER SP-02 8" SDR-3i PER SP-02 8" SDR-3i PER SP-02 8" SDR-3i PER SP-02 15" SDR-!5 PER SP-02 8" SDR-35 PER 8" Dix 8" so ,. 8" SDR-35 PER SP-02 8" SDR-,5 PER SP-02 8" SDR-c5 PER SP-02 Civil Engineeri~g Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com I I I □ I 2 (jJ 2 C ~ C!l m :0 I ,.------, -- 1 ,3 " 'I ~\ ~ :i :-1 ;:-; ~ :-1 ~ n - ] c·! ~J "" , ' ' > ~ ~\s -.: '~ ~ .;j '.~1 ~1· '7 ~ -" 2 ? :-:~ ·' _, □ ll i 2 (jJ 2 C ~ CJ m :0 ✓---- I l'i416 □ :0 ~ 2 (jJ 2 C ~ C!l m :0 I i ' I f: BIOFILTRATION BASIN 1.0' 134.5FS g' 2.51 133.0TF '--~-__......, T.0.F. PER STRUCTURAL 2 ~1 2 71 STRUCTURAL INFLUENCE LINE 6" PERFORATED SCH 40 PVC UNDERDRAIN EXISTING CURB IMPERVIOUS LINER: LAYFIELD RPE 25 OR APPROVED EQUAL BIOFILTRATION SOIL MEDIA SPECIFICATION: ENGINEERED SOIL TO CONSIST OF 65% SAND, COMPOST (15%), AND SANDY LOAM (20%) 'MTH INFILTRATION RATE OF 5"/HR. SOIL MEDIA MATERIAL, MIX, AND PLACEMENT PER SPECIFICATIONS OF COUNTY OF SAN DIEGO LID MANUAL BIORETENTION FILTER MEDIA -..., (18" DEPTH) 6" PERFORATED SCH 40 PVC UNDERDRAIN FILTER COURSE WASHED CRUSHED ROCK (ASTIM#2 STONE) (18" MIN DEPTH) 6" CLEANOU, PLUG 6" CLEAN OU+----r'~⇒---.­ ADAPTER HUB 6" PVC PIPE --..._,___1 6" WYE BRANCH 6" PVC PERF. PIPE . . MID LINE CLEANOUT 45' ELBOW -----,,. .~(O I 6" CLEANOUT PLUG 6" CLEAN OU+-"7""~⇒---.­ ADAPTER HUB 6" PVC Pl PE -.._:-----I 6" PVC PERF. PIPE FLOW 45' ELBOW 45' ELBOW END OF LINE CLEANOUT CONSTRUCTION NOTES: G) MATCH EXISTING CURB AND GUTTER G) CONS.TRUCT 6" CONCRETE CURB PER SDRSD G-1 @ CONSTRUCT 8' WIDE CROSS GUTTER PER SDRSD G-12 @ SAWCUT, REMOVE, AND REPLACE AC PAVING. MATCH NEW PAVING TO EXISTING PAVEMENT PER DETAIL SHEET 6 @INSTALL UNDERGROUND STORM DRAIN. SEE TABLE THIS SHEET FOR DETAILS @ROOF DOWN SPOUT. SEE ARCH. PLANS @) CONSTRUCT TYPE G-2 CATCH BASIN PER SDRSD D-08 WIT1 CALTRANS TYPE 24-9 GRATE PER STD PLAN D77A @ CURB OPENING W=8' WITH CONCRETE TRANSITION TO BROW DITCH @ BIOFILTRATION BASIN. @INSTALL TYPE 2 RIP RAP ENERGY DISSIPATOR PER SDRSD D-40. ROCK CLASSIFICATION TO BE NO. 2 BACKING @ PROTECT EXISTING CURB INLET. @INSTALL 6" PVC CLEANOUT PER CITY STD. DWG S-6 AND DETAIL THIS SHEET @48" TALL CHAINLINK FENCE WITH STEEL GATE PER LANDSCAPE PLANS @ PROTECT EXISTING CURB AND GUTTER IN PLACE @) EXISTING DRIVEWAY GATE TO REMAIN IN PLACE @ PROTECT EXISTING TREES AND LANDSCAPING IN PLACE EXISTING IRRIGATION CONTROL VALVE TO REMAIN IN PLACE @ EXISTING ELECTRIC PULL BOX TO BE RELOCATED TO PLANlER @PROPOSED LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS @) STRAIGHT CONCRETE HEADWALL TYPE B PER SDRSD D-32. @ROOF DRAIN CONNECTION. SEE BUILDING PLANS FOR CONTNUATION 46 OVERFLO OOF DRAIN CONNECTION. @ eem-rRtle-rr-YPE-A-4--etE Ne!:1-r. CONNECT TO EXISTING lOR~ /Nt..(iT' "(ltl('l<lf l'RrcH W/ IO''. /Jt!,_ ' ' MODIFIED TYPE 8-2 CATCH BASIN PER SDRSD D-08 WITH CALTRANS TYPE 24-9 GRATE PER CAL TRANS STD PLAN D77A j SCOUR PROTECTION ========"==c=;cr-i >~~~~E~ETAIL THIS BIOSWALE FLOW LINE 15" PVC PIPE FLOW 2411 6" PERFORATED PVC 6"x4" REDUCING FLEX COUPLING 4" PVC SDR 35 CONNECTION TO OVERFLOW STRUCTURE CROSS SECTION F-F BIOFIL TRATION BASIN DETAIL CLEANOUTS FOR SUB DRAIN SUB DRAJN CONNECTION TO OVERFLOW STRUCTURE NTS OUTLET STRUCTURE DRAINAGE INLET MARKER DRAINAGE INLET MARKER (ALTERNATE LOCATION) --· .---'" ., WALKw;;;STREE; , -~- INLET MARKERS FOR REFERENCE ONLY. CHECK WITH CITY FOR STANDARD STICKER OR STENCIL. SIDEWALK ~-DRAINAGE INLET 1,00~~--U1...:_ __ MARKER DRAINAGE INLET MARKER (ALTERNATE LOCATION) FACE OF CURB NOTES: GUTTER 1) ALL STORM DRAIN INLETS WITHIN THE PROJECT AREA REQUIRE A STORM DRAIN MARKER 2) PLACE INLET MARKER IN THE VISIBLE LOCATION FACING NEAREST STREET OR WALKWAY. 3) INLET MARKER MUST BE PROVIDED IN BOTH ENGLISH AND SPANISH. 4) INLET MARKER MAY BE A STICKER OR A PAINTED STENCIL. 5) INLET MARKER SHOWN ABOVE IS FOR REFERENCE ONLY. CONTRACTOR TO CHECK WITH CITY FOR A STANDARD STICKER OR STENCIL. STORM DRAIN INLET MARKERS NTS D:\DRAWlNG FlLES\llTLE SHEETS\GRADING TITLE SHEET,DWG REMSED:01/05/16 NTS OUTLET STRUCTURE PER PLAN --L FG #3 BACKING RIP RAP MOUNDED AROUND THE PERIMETER OF THE OUTLET STRUCTURE SCOUR PROTECTION FOR OUTLET STRUCTURE NTS 20 0 20 40 60 80 SCALE 1" -20' NTS oITTSI 67 i.J); 51' C/y\1 OF CA.I..\'<-,ot,.1/16 11,11 NTS Nasland Civil Engineerini Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com fSHrril CITY OF CARLSBAD I SHE8ETS I 1----l----l------------------1----t--+---t------J ~ ENGINEERING DEPARTMEH l---+---+-----------------1---t--+---t---i ~G=R=AD=IN=GJ_'::::P=LAN==s=F==o=R=, ===========-======; DATE INITIAL DATE INl'nAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cln' APPROVAL LEGOLAND PARKING STRUCTURE BMP P.LAN AND DETAILS PROJECT NO. SDP 96-14-(1) DRAWING NO. 495-SA ' ' 1(11 .,o ~ □ lJ i 2 GJ 2 C s: 00 m lJ □ lJ ~ 2 (j) 2 C s: 00 m lJ c:J I 2 GJ 2 C s: 00 m lJ Ca :Ell G>! ·2 ,1::1,,, GJ <.0 ,Q,E &~ ►m lJ TOP OF CURB I II --·-··· -·---·······-··-····•··-·--- NORTH PEDESTRIAN ACCESS RAMP SCALE 1 "=1 O' ~ 5' -10' CURB INLET WIDTH 5' - 1 O' GUTTER TRANSITION LENGTH PER PLAN GUTTER TRANSITION TYPE G CURB PROFILE INLET TRANSITION VARIES 18 2% NORMAL CROWN TYPE G CURB AND GUTTER SECTION A-A 4.0' CURB INLET :;::+--eE.R PLAN 4.0% ~ ~J' ,----==---.o:oU,· §.! -==-!1 SECTION 8-8 GUTTER TRANSITION DETAILS NTS EXTENSIONS 4", 6", 10", 12", OR 18" AS NEEDED 12X12 STEEL .....---SOLID COVER 1/2" MAX.OPENING IN DIRECTION OF TRAVEL IF LOCATED IN PEDESTRIAN TRAVEL WAYS. .,....""-1.-e-= #3 DIA. BARS CONT. 18" BASE W/ KNOCKOUTS L-,,.-,<----THIN WALL KNOCKOUT FOR USE WITH SHALLOW STORM DRAIN ""'-6" P.V.C. RISER UNLESS OTHERWISE NOTED OPTION "A" CONTRACTOR HAS OPTION TO EXTEND BOX TO LOWEST INVERT ELEVATION AND USE KNOCKOUTS FOR PIPE CONNECTIONS. BROOKS PRODUCTS INC. OR EQUIVALENT 12"X12" CATCH BASIN NTS D: \DRAWING Fll.ES\Tlll.E SHEETS\GRADING TITLE SHEET.DWG RE'vlSED:01/05/16 I -'i J J ~"'-c-•'f' !.1 ,_ •-~" uv• -•-,,,_ •••-""""' '0 "" •·•-•••• •• ----•-•---••-• -•• -• -•-• -"''' ~~ ••·· •-•-• "' _., ••••• -•• -• --0 -,,;':) <,-~~• ~"•••-•~ -•-••e•••-" ~•-•»~-••-••--•-} ••-~--v-•~-. , ____ ,. -~ --~ -" "•"'<_~ .,.-I ' ;' ... I '· ~'\ > ~ • •• c,ed'(;::J •~, ~• ./'-•. /-A (J;, . ·•·•.c··.•·•··· .. ···: cC-·.-••. ·.-"",-· -··:-:::•.--... -,•.:.·,:·.·· .. ,.:.,,.., ,, •.• •• .. ,;,·. h, .• -,.,.~ .• ·,_ ~.-..•. •~-,,1··-••"'··• • ··,·.· ••.·~·,·.·.:.:·-,.'.::,-.j'.'.':~::. :.::~.:,_:_:~_,··:: .. :._·:-.~~,=~:,~--·,_~--~· ~ .. J :::_ ... :.~~1-~••i• .. _•-, ~-•f:: ,---:·;r_7··i:-,~,l~=·•c. . I:,~·•· . f -,~1-~t' ':;.o.,,-...::~:· :· : .••.••• ··'····;··.:;·· --:: .. "'----~-, .~c:,. --~-:. . .1', ,,-~· :-r7 ,; '· ,_ / 1 r~ .,, ~ .. , , f-=).. -, .. ___ • \ .. , I , r;; ✓ /-.,. •• •• ··• •.• _,, _,,'-., __ , _., r \ i / ! /_,,,-"' i"e,,, "',r I ,/-1""'· /_,, ti r f' 1 ;" j I ~r _.. ti\•. \, ··1 ! ,· ,,..'"~, I t\;,.. -, ... 4 ;, ,,. --·"'· l /1 r __ ,~ ~,.,,, ")·~~'.;~;;;· "'"'·~ , ,,~ v.,. 1 I (,,~.._,, . .,:-..«;,,'½..., ;' ~. -' •·,~ .. ~,, .. ..,_ I ""'-· ... ,,,,_ .. ,/ <:, r~, "-.,a1,,,_) ,, 12" " --1., ·,la '" VJ CL u..I 0 I') ~ / , .. ~ ,F'" / ., .., / 146.68TW (146.34FL) NORTH VEHICLE ACCESS RAMP 2 HOLD ELEV~1 139.25FG 6" DEEPENED EDGE NOTES: 30" ELEVATION. 139.25 FG PARKING STRUCTURE EXPANSION JOINT SEE NOTE BELOW 1) MATERIAL TO BE: * 3" CONCRETE ( 470-C-2000) WITH #3 REBAR LONGITUDINAL AT 24" O.C, AND #3 TIE BARS AT 48" 0.C. * 3" AIR PLACED CONCRETE (2500 PSI) WITH 6X6-W1 .4xW1 .4 WWF 2) "H" VARIES WITH LONGITUDINAL FLOW LINE, MINIMUM 3" DEPTH. 'SEE PLAN FOR FLOW LINE ELEVATION. MODIFIED BROW DITCH r-A 5.0' NTS r-e 1.5' 5.0' UTOFF WALL EXTENSION TOP OF CURB ------~-~------FLOW LINE OF CURB CUT OFF WALL (SEE NOTE 3) FLOW LINE/ FINISH GRADE CUT OFF WALL (SEE NOTE 3) NOTES: -~~--~:--0-'-~3~~0M OF PROFILE \_ CUT OFF WALL (SEE NOTE 3) SECTION A-A 9ECJlON e--e 1) CURB OPENINGS TO BE 18" WIDE UNLESS OTHERWISE STATED ON PLAN. 2) CURB, GUTTER, AND CUTOFF WALL TO BE CAST IN PLACE MON OU TH I CALLY. 3) CUT OFF WALL IS TO EXTEND A MINIMUM OF 6" BELOW AGGREGATE BASE. CURB OPENINGS NTS 20 SCALE 1 "=1 O' 6" 24" 24" WIDE CONCRETE CHANNEL 36" NOTES: 1) PROVIDE ½" CHAMFERS ON ALL EXPOSED SURFACES 2) CONCRETE SHALL BE 520-C-2500. CONCRETE RIBBON GUTTER 0 20 40 60 80 SCALE 1" -20' CONSTRUCTION NOTES: @ CONCRETE VEHICLE ACCESS RAMP PER SEP ARA TE BUILDING PERMIT NO. CB16-2925. (j) CONCRETE PEDESTRIAN BRIDGE PER SEPARATE BUILDING PERMIT NO. CB16-2925. @ 4" THICK CONCRETE WALKWAY. @ ASPHALT RAMP. SEE DETAIL THIS SHEET @ SAWCUT, REMOVE, AND REPLACE AC PAVING. (4" AC ON 6" CLASS 2 BASE). MATCH NEW PAVING TO E)jSTING PAVEMENT PER DETAIL THIS SHEET @ MODIFIED CONCRETE BROW DITCH PER THIS SHEET @ INSTALL TYPE A-1 CURB INLET PER SDRSD D-01 @ GRADED SWALE. GRADE TO DRAIN @INSTALL TRUNCATED DOMES PER SDRSD G-30. @) INSTALL STEEL PIPE GUARDRAIL PER SDRSD M-24 (@ RETAINING WALL PER BUILDING PERMIT NO. CB16-2925 4.0" AC SURFACC: COURSE PLACED IN TWO LIFTS EACH LIFT 1.5" -HICK 6.0" CLASS 2 AB 95% RELATIVE CDMPACTION SCARIFY MOISTURE CONDITION AND RECOMPACT SUBGRADE TO A MINIMUM 95% BASED ON THE MOD. PROCTOR MX. COMPACTED UNIT WEIGHT PER ASTM D1557 ASPHALT PA'IINQ NOTES: PAVEMENT SECTIONS SHOWN ARE BASED ON THE RECOMMENDATIONS MADE BY LEIGHTON AND ASSOCIATES, INC. IN ADDENDUM No. 1 - UPDATE GEOTECHNICAL INVESTIGATION FOR LEGOLAND PARKING STRUCTURE PREPARED ON JULY 7, 2016. ALL PAvEME;NT SECTIONS SHALL BE DETERMINED BASED ON INSITU TESTING FOR THE ACTUAL SUBGRADE R-VALUE COMPLETED BY THE GEOTECHNICAL ENGINEER ASPHALT CONCRETE AND CLASS 2 AGRREGATE BAS:: SHALL CONFORM TO AND BE PLACED IN ACCORDANCE WITH CALTRANS DOT STANDARD SPECIFICATION SECTION 26. - A MINIMUM OF 2 EQUAL LIFTS ARE REQUIRED FOR ~C PAVEMENT CURB AND GUTTER DIMENSIONS PER REGIONAL STAIJDARD DRAWINGS CURB HEIGHT IS MEASURED UP FROM THE FINISH SJRFACE OR FLOW LINE LINE ASPHALT PAVING SECTION PROPOSED PAVEMENT ROUND FOR SMOOTH TRANSITION NTS w z 2,00' ...Ji----~~ >-1½" GRIND :::, AND ~ OVERLAY <( VJ EXSTING PAVEMENT MATCH EXISTING PAVEMENT NTS RAILING SECTION A-A NTS 6.7' 5,0' 10.2' TW/TC 1.00' RAILING SECOND LEVEL 149.83FS SECOND LEVEL 149.83FF PEDESTRIAN BRl □;E PER BUILDING PE,MIT NO. CB16-2925 RETAINING WALL -L_..... PER BUILDING GROUND LEVEL 1 PERMIT NO. CB16-2925 2.5' 16.5' PARKING MATCH EXISTIN •• LIP OF GUTTER -·····--·t-~-v~RHANG, .. , ..... PROPOSED STRUCTURE 16.75' 6.0' _JI 1 ~ GRADED 'b SWALE "' 0 PROPOSED CURB SECTION 8-8 NTS 24.2' DRIVEWAY SECTION C-C NTS 10' 3' 6" CURB AND GUTTER PER SDRSD G-2 SECTION D-D NTS 16,5' 3.5' PARKING OVERHPNG 2.0% -... ,, '"•"··,.' 36" WIDE RIBBON GUTTER 6" CURB PE SDRSD G-1 10' 1.5% 3' f- ::0 ~ <( VJ 6" ~URB PER ~--'-SDliSD G-1 16. 75' 22.50' PROPOSED STRUCTURE 1---c-------r-----------i>- 6. oo' ASPHALT i3 PAVEMENT ;;:: <( f--G~j~---,',="'~=,;2:;:;.;;;:0%;..,.=· ·=· =,=~=", =·-="·· V>__, 'b "' ci COBBLE SWALE CURB AND GUTTER PER SDRSD G-2 SECTION E-E NTS Nasland Civil Engineering Surveying Land Planning T 1858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.cam 1---+---+------------i----i---i----t----i I SH6EET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT :::G::;R=AD::::IN~G.':::;P;:::LAN=.;S;:::;F::;OR;::========:'...'.::::===; '?°il-Off.SSiOJlt ~ ~EN 0c :;$' IV\\. \)<# CAl)\o/d/16 DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LEGOLAND PARKING STRUCTURE ,, D,,ETAIL SHEET OWN BY: CHKD BY:~~- RVWD BY: PROJECT NO. SDP 96-14() DRAWING NO. 495-BA CJ ll ~ 2 Cil 2 C s: DJ m D Cl ll ~ 2 Cil 2 C s: DJ m ll 1114 '/6 C en 0 ..., (XI ' Cl I 2 Ci) 2 C s: DJ m ll ~ i - I ~ NO. NO. CD CD CD CD LENGTH SEWER DATA TABLE (PRIVATE) BEARING SLOPE NOTES ~9~flE;R-.;µ...Q.:, e"-3E>R-55-F'E'R-9P..e2 WATER DATA TABLE (PRIVATE) LENGTH BEARING NOTES 55.00' N73°16'02"E 6" PVC C-900 DR14 20.00' S84°14'00"E 6" PVC C-900 DR14 35.00' N73°16'00"E 6" PVC C-900 DR14 85.00' N73°16'00"E 3/4" PVC SCH 40 D:\DRAWING FlLES\TlTI.E SHEETS\GRAOING TITLE SHEET,DWG REVISED:01/05/16 20 0 20 40 60 80 SCALE "AS 6UIL ;'· Ree 4'17'> RFV/£ ~ IN CONSTRUCTION NOTES: G) 6" FIRE SERVICE WITH BACKFLOW PREVENTER (DCDA TYPE) PER CMWD STD DWG W22 (D 6" PVC WATER MAIN FOR FIRE SERVICE @ INSTALL 22.5' DI BEND W/ THRUST BLOCK PER CMWD STD DWG W15. @ 1" WATER SERVICE PER CMWD STD DWG W2 @ 1" BACKFLOW PREVENTION ASSEMBLY PER CMWD STD DWG W3-A @ FOR CONTINUATION, SEE BUILDING PLANS (J) 6" SEWER LATERAL PER CCESD S-7 @ 6" SEWER CLEANOUT PER CCESD S-6 @ CONNECT TO EXISTING 8" SEWER WITH 6" SADDLE WYE PER SDRSD SS-04. @) CONCRETE ENCASE SEWER LINE PER SDRSD SP-03 3/tz/t:o APPLICABLE CODES NFPA STANDARDS EDITION 2013 2013 2010 2014 NFPA 13 NFPA 20 NFPA 24 NFPA 70 OTHER STANDARDS CALIFORNIA BUILDING CODE CALIFORNIA FIRE CODE 2013 2013 PROPOSED LEGEND (PRIVATE) --s-- -FS-.. SEWER LATERAL FIRE SERVICE TH RU ST BLOCK (SEE NOTE 6 BELOW) SEE CMWD STD DWG W15 DOUBLE CHECK VALVE DETECTION ASSEMBLY PER CWMD STD DWG W22. SIZE PER PLAN GATE VALVE EXISTING FIRE HYDRANT -~AN&-/eH::-IN-l'ER8EP.r6R-PER-Bl:lll::6IN6-fll::ANN&5 - SEWER CLEANOUT--\_ STORM ~cJN OFF 70 (~) EXISTING SEWER MANHCJI: '-----~ ...__-__ .,,.. @ NOTES: RECYCLED WATER CONNECTION TO EXISTING PRIVATE MAINLINE. SEE LANDSCAPE PLANS FOR MORE DETAILS. 1. STANDARD PIPE FITTINGS OF 90, 45, 22.5, AND 11.25 DEGREES ARE TO BE UTILIZED FOR ALL CHANGES IN DIRECTION FOR WATER. 2. THRUST BLOCKING PER CMWD W22 SHALL BE INSTALLED AT ALL CHANGES IN SLOPE & DIRECTION OF THE PROPOSED FIRE LINE. UNDERGROUND PIPING NOTES 1. INSTALLATION SHALL STRICTLY CONFORM TO NFPA 24 (2010 ED) AND REQUIREMENTS OF THE CITY OF CARLSBAD. 2. ALL MATERIALS INSTALLED SHALL BE NEW UL AND/OR FM APPROVED FOR FIRE PROTECTION USE, WHERE SUCH LISTINGS ARE APPLICABLE. 3. PIPE SHALL BE AWWA C-900 PVC PRESSURE CLASS 235 DR18 OR AS NOTED ON PLANS. 4. FITTINGS SHALL BE CLASS 250 DUCTILE IRON WITH FLANGED OR MECHANICAL JOINT ENDS, AS REQUIRED. 5. MINIMUM COVER SHALL BE 3' -0" IN TIRAFFIC ZONES, 2' -6" IN PEDESTRIAN ZONES AND LANDSCAPING. 6. THRUST RESTRAINT/BLOCKING PER NFPA 24 SHALL BE PROVIDED-AT ALL CHANGES OF DIRECTION AND/OR ELEVATION. 7. PIPE SHALL BE INSTALLED WITH SAND OR EQUIVALENT MATERIAL SURROUNDING PIPE ZONE. SEE CWMD SD DWG W2 FOR DETAIL. 8. ALL PIPE AND FITTINGS BELOW GRADE SHALL BE WRAPPED AND/OR COATED AGAINST CORROSION IN ACCORDANCE WITH FIRE AND WATER DEPARTMENT REQUIREMENTS. 9. ALL PIPE AND FITTINGS SHALL BE HYDROSTATICALLY TESTED FOR A MINIMUM OF 2 HOURS AT 200 PSI. AFTER ACCEPTANCE OF PRESSURE TESl, ALL PIPE SHALL BE FLUSHED PER NFPA 24. 10. ALL VISUAL, HYDRO, AND FLUSHING OF THE UNDERGROUND PIPING SHALL BE INSPECTED BY THE AUTHORITY HAVING JURISDICTION. INSPECTION 1. PRE THRUST BLOCK INSPECTION IS REQUIRED. ~ Nasland Civil Engineering Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com l---+--f-------------l----l---+---+------11 SH7EET I CITY OF CARLSBAD I SHE8ETS I ~===='-'===E:=N:::::G:::IN:::E:::ER:::IN:::G:::::::D::::EP:::A:::R:::TM::::E::::n:::::::==~==::::; GRADING PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LEGOLAND PARKING STRUCTURE UTILITY PLAN APPROVED: CITY ENGINEJ,R DWN BY: E DATE INITIAL DATE INITIAL CHKD BY: --J.!.. 01HER APPROVAL CITY APPROVAL RVWD BY: PROJECT NQ SOP 96-14(1) DRAWING NO. 495--BA • " , ' ' ...... CJ :JJ ~ 2 Gl 2 C s: Ill m D CJ D ! z Gl 2 C s: Ill m :JJ □ D ~ 2 Gl 2 C s: Ill m D O:i ~ 0 ~ ..., (,0 oo 01E ., s: C)Olll )>~ . ffi![ ~..r•t e<""'"1 // i-., , I I I I I I IE I I-"---i I ~ I --.___ r I r-·1 _ _J ,,. Io, I I 1-I I I ' ' I t D: \DRAWING FltES\llll.E SHEETS\GRADING TITlE SHEET,DWG REVISED: 01/05/16 I I I E 30 0 30 60 90 SCALE 1" -30' I I I " " J I ' (ii , I I I I j I I I I I I I I I r-m I 1 120 LEGEND ::-:::.. ... ..~::::-) ---=) EXISTING STRIPING PROPOSED STRIPING EXISTING ROADSIDE SIGN PROPOSED ROADSIDE SIGN PER DETAILS THIS SHEET EXISTING PAVEMENT ARROW TYPE IV (L) ARROW PER CALTRANS STD PLAN A24A TYPE I 1 O' STRAIGHT ARROW FER CAL TRANS STD PLAN A24A INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) PAVEMENT MARKING PER CALTRANS STD PLAN A24C GALVANIZED STEEL GATE PER LANDSCAPE PLANS I I 1 o' 5.5' I 1-·······r-·· ·1 •. ~~,. STANDARD SPECIFICATIONS 1. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWl.'S MUTCD 2003 EDITION INCLUDING REVISIONS 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA) DOCUMENT NO. AEC 1231064, FILED JANUARY 21, 2010 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDAF.D SPECIFICATIONS, DOCUMENT NO. AEC0924062, FILED SEPTEMBER 25 2006 STANDARD DRAWINGS 1. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, DOCUMENT NO. AEC0924062, FILED SEPTEMBER 2(, 2006 GENERAL NOTES 1. REMOVE ALL CONFLICTING STRIPING BY SAND BLASTING, GRINDING, OR OTHER APPROVED METHODS. 2. THE OVERHANG SPACE AS DICTATED ON THE PLANS SHALL BE CLEAR OF SIGNS, BUSHES, TREES, AND ANY UTILITY APPURTENANCES THAT PROTRUOE OUT DF THE GROUND. 3. ALL DAMAGED OR FADED PAVEMENT MARKINGS THAT ARE TO REMAIN SHALL BE REPAINTED. CONSTRUCTION NOTES [I] [EJ El,l ~ ~ ~ fill [@] [ffl EXISTING PAVEMENT MARKINGS OR SIGN TO REMAIN IN PLACE. REGULAR PARKING SPACES. 4" WIDE SOLID WHITE STRIPE. DIMENSIONS PER PLAN DIAGONAL CROSSWALK PER CALTRANS STD PLAN A24F REMOVE EXISTING ADA PAVEMENT MARKINGS AND PAINT NEW ADA PARKING SPOTS PER THE DETAIL BELOW. PAINTED ISLAND. 4" WIDE SOLID WHITE STRIPE WITH 45· DIAGONAL WHITE STRIPES AT 3 FEET ON CENTER REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING OR GRINDING. ALL DEBRIS SHALL BE REMOVED AT THE END OF EACH WORK DAY REMOVE AND SALVAGE EXISTING SIGN AND POLE FOR GRADINC ACTIVITIES. REINSTALL AFTER GRADING OPERATIONS REMOVE AND DISPOSE OF EXISTING SIGN. PAVEMENT STRIPING PER CALTRANS STRIPING DETAILS. SEE STANDARD PLAN A20A THRU A20D. ~ g' i<, =::::J WHEEL STOP (TYP) CADA PAVEMENT SYMBOL ADA PARKING STRIPING DETAILS 31.5' I 31.5' ' 1 o' I I . 25' 13' 25' I TRAVEL LANE LEFT TURN TRAVEL LANE LA ~E I I I ---------·~~----~-·-' ... ,______ ______ .. ~----·----·---·~---"--.. ~--., TYPICAL SECTION -THE CROSSINGS DRIVE ~offSSto )6:'.'.,l-·7- ~ 1"1' CI VI OF CA\..\ i/J/-..1/16 , r Nasland Civil Engineering Surveying Land Planning T (858) 292·7770 4740 Ruffner Street San Diego, CA 92111 nasland.com fsHml CITY OF CARLSBAD I SHE8ETS I 1----f---+----------------+---+--+---+-----l ~ ENGINEERING DEPARTMENT +------1'----------------+---+----+---+-----I GRADING PLANS FOR: t------+---+------------s---+---+----+--t LEGOLAND PAF:KING APPROVED: CITY ENGINEE DATE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OWN BY:· DATE IN111AL DATE INl11AL CHKD BY: \.. ~ OTHER APPROVAL CITY APPROVAL RVWD BY: STRUCTURE GRADING PLA\J PROJECT NJ. SDP 96-14(1) DRAWING NO. 495-SA ' ! □ ll i 2 (j) 2 C s: DJ m ll □ ll ~ -2 G) 2 C s: DJ n, ll □ ll § 2 (j) 2 C s: DJ m ll