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HomeMy WebLinkAboutDWG 433-2A; SDP 02-13; CASSIA HEIGHTS; 01-09WORK TO BE DONE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL 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 DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONS1RUCTION. ALL PLAN REVISIONS SHALL BE PROMPTIL Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 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 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 OCCURRENCE OF LIABILITY. THE INSURANCE COMPAN Y WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301 .(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE 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 . 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TI TILE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONS1RUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER 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 OUTILINED IN THE SOILS REPORT IS REQU IRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON1ROLLED 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 FUTURE FILL AREAS SHALL BE CONS1RUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFlCA TIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION . DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING $HAI I BE HEID AT THE SITE PRIOR TO THE BEGINNING OE WORK AND $HAI I BE ATJfNDED BY Al I REPRESENTATIVES RESPONSIBLE FOR CONS1RUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK THE CON1RACTOR SHALL REQUEST A PRECONS1RUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONS1RUCTION. THE CON1RACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONS1RUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING v,,11 BE MADE BY CAI I ING THE ENGINEERING 24 HOUR INSPECTION REQUEST I INE AT {760) 438-3891 INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2· 00 PM 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 SCHEDULIED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND /OR APPLICANT THROUGH THE DEVELOPER AND/OR CON1RACTOR SHALL DESIGN , CONS1RUCT 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 CON1RACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING 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 1RENCH OR 1RENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 1RENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSJEM STANDARDS ESTABLISHED BY THE CONS1RUCTION SAFETY ORDERS TITIUE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISJERED ENGINEER 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 APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONS1RUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER . OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 1RUCKS, EARTHMOVING EQUIPMENT, CONS1RUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CON1RACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT S1REETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO 1REES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED 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 HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CON1ROL PLANS. EROSION CON1ROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE 1RIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLAi;rs:- 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. 433-2L, AND /OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON1RACTORS SHALL 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. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE 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" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 31 . 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 S1REET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CON1RACTOR 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 PR OPOSED WORK. 33. THE CON1RACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA CABLE COMMUNICATIONS i760}438-77 41 COX COMMUNICATIONS 760 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 760 438-2722 'SAN DIEGUI TO WATER DIS1RICT 760 633-2650 'LEUCADIA COUNTY WATER DIS1RICT 760 753-0155 'VALLIECITOS WATER DIS1RICT 760 744-0460 'OUVENHAIN WATER DIS1RICT 760 753-6466 'BUENA SANITATION DIS1RICT 760 726 -1340 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CON1ROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CON1ROL THE WORK IN PROGRESS 15.16.1 20(8) CARLSBAD MUNICIPAL CODE. B. PRIOR JO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST ~E SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR l15.16.120,1~~CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLIETE. ALL EROSION CON1ROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE l'llTH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLI ANCE 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 REQUIREMEN TS AND RECOMMENDATIONS OUTILINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLIESS 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 PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITILED PBEI IMINARY GEOTECHNICAI INVESTIGATION , PREPARED BY ),1N.JE & MIDDI E69N ENGINEERING INC DATED AUGUST 14 ,20_, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. 37. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITILE 24, CALIFORNIA ADMINIS1RA TIVE CODE. 38. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: _____ M_A_SS_O_N_&_A_S_S_O_C_IA_TE_S...:.'...clccNCc.c· ___ _ ADDRESS: __ 2_0_0_E_A_ST_W_AS_H_IN_G_T_ON_A_VE_N_U.c:E...cS:..:U-'ITE.c:...c2:..:0..:.0_ ESCONDIDO, CALIFORNIA 92025 CITY, STA TE:----===='--"'====="------ 6 BY: R.C.E. NO.: __ ~i!65JL:_ _______ _ REGIS1RA TION EXPIRATION DA TE: __ ..11,<.,21..,/3,.,1.1-/ii;OS;i_ __ _ SOILS ENGINEER'S CERTIFICATE I, S 0ehdi S. Sh,,ri.n , A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WI THIN THI S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF JuLy 3 f . 1.8.:>on> AND A11G11sT 1:'f _._l,jj',;ioq;i, TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMIT ED TO THE OFFICE OF I E CITY ENGINEER. SIGNED: WI . P.E. NO.: 4tol74 DATE: fl /1/05 LICENSE EXPIRATION DATE: REFERENCE DRAWINGS DWG. 389-9 IP FOR SDP-98-19 DWG. 389-9A GP FOR SDP-98-19 DWG. 394-1 WTR PLANS FOR 34461 DWG. 414-4 RW PLANS FOR 3887H J)./31 /or,, EX. R/W I PROPOSED R/W EXIST. 45' RIGHT-OF-WA Y PROPOSED 63' RIGHT-OF-WAY I / / EXISTING I 7.5'± 6" AC BERM 37.5'± EXIST. CURB AND GUTTER =------~ --====== ..,.._ -.,._ =r-1-l 9' EXISTIN G CURB EXISTING 45' RIGHT-OF-WAY 53' 39'± g• VAR. 2· -=----1----=--=-- EX ISTING AC PAVEMENT AC GRIND SECTION A -EL CAMINO REAL NO SCALE <i. AND OVERLAY SAWCUT LINE EXISTING AC DIKE 1' 18' DEDICATION I 14 ± AR. 10' 5.5'.4.5 .\ % .,i.1--i- 4" PCC SIDEWALK PER SDRSD G-7 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 6" AC OVER 16" AB MIN. (SEE STIREET NOTE N0.1) R/:l_w ______ --=.30=-·-------6-'~-·------....:3::..::0:...' _______ Rr w 2' 12· 20' 7' 8' 10· 5.5' 2% - 4" PCC SIDEWALK PER SDRSD G-7 4" AC OVER 6" AB MIN. (SEE STREET NOTE N0.1) 8" WATER 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 4" RECYCLED WATER 8" SEWER TYPICAL SECTION -CASSIA ROAD NO SCALE r---1 I I I I I I I I I I I CASSIA NICOL\ '\\\...\f': VIDA SKllAMER CT f!O\NS€: oRl0\J- C1. AIRPOR1 AVIARA PKWY LOCATION MAP ROAD N ALGA I / I I 1,/ 11 ~ • j N ROAD 1- TH OMAS BRO. 2000 EDITION 11 27 D-5 NO SCALE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY !'&RIAL 20 ~E~ODS ~~8~d:~!0!c\'1Riii~TI~TH§~~D o?rco Z~1LJORNIA ' TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 7 If= BLDG 1 __, <( u., "' 0 z I ~ <( u J • 51 I I I BLDG 4 I I ----• SHEET 21 -------------KEY MAP SCALIE 1: 80 SHEET INDEX SHEET NO. 1 2 3 4 5 6 7 8 9 DESCRIPTION TITILE SHEET GRADING PLAN PRIVATE UTILITY PLAN PRIVATE STORM DRAIN PLAN AND PROFILE PRIVATE STORM DRAIN PLAN AND PROFILE EROSION CON1ROL NOTES AND DETAILS EROSION CON 1ROL PLAN HORIZONTAL CON1ROL AND PAVING PLAN DETAILS WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONS1RUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CON1ROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BU ILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET 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 CONS1RUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION N0s5666-5669 DA TED JULY 7 2004. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS1RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC. DA TED AUGUST 14. 2002 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED Nit, 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 7/7/2004. LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY PROJECT BOUNDARY N/A --N/A PROPOSED R/W N/A --N/A EXISTING R/W N/A N/A S!.!BEACE IMEBOVEMENIS (EBIVATE) 4" AC OVER 6" AB GS17 25,560 SF 6" TYPE 'G' CURB AND GUTTER SDRSD G-2 101 LF 6" PCC CURB SDRSD G-1 1276 LF O" PCC CURB DETAIL SHT. 8 161 LF CURB RAMP DETAIL SHT. 8 I I I I 2 EA HARDSCAPE LANDSCAPE PLANS .. -.... N/A .--. WHEEL STOP DETAIL SHT. 8 = 19 EA VALLEY GUTTER DETAIL SHT. 8 . -' : .. ·. 421 SF 12BAINA!:zE IMEBQ~MENIS (EBIUIE) 6" PVC OR HOPE STORM DRAIN SDRSD D-60 --SD-332 LF 1 O" PVC OR HDPE STORM DRAIN SDRSD D-60 --SD -590 LF 12" PVC OR HDPE STORM DRAIN SDRSD D-60 --SD -387 LF 18" HDPE STORM DRAIN SDRSD D-60 --SD-313 LF BROOKS BOX 24x24 CATCH BASIN N/A [II] 2 EA W/ 1RAFFIC GRATE & INLET FILTER 8" RISER W/12" SQ A1RIUM GRATE NDSH1221 , NDSH1280 mn 2 EA TYPE A-4 CLEANOUT SDRSD D-9 □ 2 EA BIO-SWALE DETAIL SHT. 8 F -I N/A SEWEB IMEBQ~MENTS (EBIUIE) 4" PVC SEWER, SDR 35 S-5 s 89 LF 6" PVC SEWER, SOR 35 S-5 s 76 LF 8" PVC SEWER, SDR 35 S-5 s 158 LF SEWER CLEANOUT S-6 9 EA TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET No. MAINTENANCE AGREEMENT FREQUENCY IOFIL 1RA TION TC-JO l'EG SWALE PVT MANAGEMENT RESP. -2 -Nlft. UUJ _,!JIDC FLOW SEPERA T~ TC-52 DRAIN INSERT PVT MANAGEMENT RESP. ·3 '. M'!l , ..... OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. NOVEMBER 1, 2005 DATE DAT[: Nov 01, 05 2:41pm by:mschweitzer FILE: I: \DIIC\01 \ 1092\PROD \Construct \GP\ 1092-GP01.d•g [ii M A S S O N & A S S O C I A T E S, I N C. PLANNING• ENGINEER I NG• SUR V E Y ING 200 E. WASHINGTON AVE . ., SUITE 200 •ESCONDIDO ,. CA 92025-1816 TEL (760) 741-3570 ,, FAX (760) 741-1786 ,, www.mcsson-ossoc.com THI S PROJEC T IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) EARTHWORK QUANTITIES "AS BUi l T" 215 021 06 PLANNING DEPARTMENT APPROV AL RNIA COORDINATE INDEX OF THIS PROJECT IS: THE CALIFO N 19 86666.9237 E 6248951 .0680 CUT: 11159 FILL: 11 IMPORT: 0 EXPORT: lll4B REMEDIAL: BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A S1REET C.L. MON, ON EL CAMIN O REAL 2.31 Ml NLY FROM LA COSTA AVEN UE. 1972 303.498 RECORDED DATUM ELEVATION CARLSBAD MUNI CIPAL WATER DI STRICT A~ ,;? t4✓-~t;_ 11/::3/o S' ROBERT J.ftNOJciKo/ DATE DEPUTY CITY ENGINEER RCE 33698 EXP 8/30/06 il./2!,/07 MDS DATE INITIAL CY CY CY CY CY ENG1NEER OF WORK t,\ AS 131JILT5 REVISION DESCRIPTION J,\.rr\ ;J~ DATE// ;3 PS-✓tb ~-'' -{// fl '2.·26-ol PLAN~~~G ~ ~CTOR ........ RCE S"IC., '8 \E XP . \'2-c,\-D1 DATE ·~~J l ' DATE:/// 3 ;0 '5 l7i2 WED ,Bk ')_ "Bt:i r bc:i r "'-\<en h ed 'i ' r)(') a..,_ /, 7 /?,,,,;J2 RECOMMENDED BY: (PRI~ I ~A~E) INSPECTOR' • " ,.... DATE I SH1ET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CASSIA HEIGHTS TITLE SHEET APPROVED BY . , GLENN. "T~• f'IZ.\JIM /k,-:;.vd ;(. y.,1/fi-'> 1~ /e, ;:r CITY ENGINtER ~274 EXPIRES 9/30/07 DA DATE INITIAL DWNBY:~ PROJECT NO. DRAWING NO, DATE INITIAL CHKD BY: TH~ OTHER APPROVAL CITY APPROVAL RVWD BY: ""' IA 1 SOP 02-13 433-2A 08 107 \ \ '- .... I i;:f i2 ± 2 ~ I "' / 4J "' I'"'' :-Cl) !'2 >--... . ~ /£J.j _l.,J O Q I Q; J 8 ... :r ... 0: S:2 i3 \ l I '\\ 1 ,. ~ .· ' SD ' ,, " ! ii "'~ I ,; ' -(.J !;' \g ~f? t..:il I - .J i.,J' ' ' •<./ ,.'". ·. > '" '·,. I .,~ / I ~ I I I ~/ /1 ,-,:. j I / .,. . - I I I I I .J ~ I I Lu I I (. ,. -.r . ' ', I 1 ~ I ;., _, --· ,, a I ;i I I J..------L H I . lv ' ' ~ I L t . w +--__, ~ 11 \ ' \., I DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (IJ .,:• --~ I I 21 .0 fG 2 t ------/ FOR IMPROVEMENTS WITHIN -J PUBLIC RIGHT -OF-WAY SEE \ IMPROVEMENT PLANS 433-2 vt._Qir-------RW---A✓ t----.J?'f/---+ ------.,:?.1,L---RW------ -----+--5--f'------'3"'34-'-'-.4:1--S • N 89"32'32" ij SD OAD ,· VAULTS BUILDING 2 FF 323.00 PAD 322.3 · . "a t!':.----+----~ :':_.·,: 1),;,i~22.60 FS , . . . SD 't_ 319.6 320.& N N a, 0 "' (/) UILDING 3 FF 323.00 PAD 322.3 BUILDING 4 FF 323.50 PAD 322.8 ~ 0 - w \ 1!. . ·.· \,_- _., ,s, '{, <t, '-to !V <.: ~ 'o !» . ' . - 2.1X -,: 0.7X -o~ 370.13 N 89"32' 43" W FOR PUBLIC UTILITIES WITHIN PUBLIC UTILITY EASEMENT SEE IMPROVEMENT PLANS 433-2 , 20' PUBLIC EASEMENT P DOC. __ REC, __ PR 05-90 "~ . . 7-\ s._•. -~ISH SU AGE -UTI -DRIVEWAY IS 0.5 FEET BELOW ER TOP OF CURB, UNLE~S INDICATED OTHERWISE BEN CH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENUE. 1972 303.498 RECORDED DATUM ELEVATION 20 10 0 20 40 60 DATE: Nov 17, 05 5:34pm by.taantucc, GP\1Dll2-GP02.dwg ___ 1111111 FILE: I: \DWG\01 \10112\PROO\Construct\ N & ASSOCIATES, I N C. • ENGINEERING • SU R V E YING N AVE.• SUITE 200 •ESCONDIDO • CA 92025-1816 SCALE 1-N -FE_E_T • [i] II A S S O N GRAPHIC SCALE P L A N N I N G 200 E. WASHlNGTO TEL (780) 741-3!1 70 • FAX (7t50} 741-1786 • www.moeaon-aeeoc.com -so . I' . 7 Z/2E/o, MDS DATE INITlAL ENGINEER Of WORK '· \ ' ' \ \ I \ \ I \ \ t ) lJ 20i itUBLIC ,UTILITY / EASE ENT PER I DOC. REC.• f I PR 05-9d \ I I I I I TG 320.0 [REo01RED \l EA lMENT FCONTROL BMR TABLE \ DESCRIPTION QUANTITY -1-,-,1' VEGETATED ,21Q Lf SWf,LE ~ , " ·~- <C ~ f I ...; \ "' Ii' "' ~ { TG 320.6' ,■ ... \.. ' -,-, ~ /'--" ' ~ \ \ \1 I /1\ AS 6UILT.5 REVISION DESCRIPTION ( CONSTRUCTION NOTES @ G) © ® ® ~ @ @ @ @ ® @ ® DATE 6' SCREEN WALL PER LANDSCAPE PLAN S 6" PCC CURB PER SDRSD G-1 6" TYPE 'G' CURB & GUTTER PER SDRSD G-2 VALLEY GUTTER PER DETAIL SHT 9 WHEEL STOP PER DETAIL SHT 9 CURB RAMP PER DETAIL SHT 9 O" CURB PER DETAIL F SHT 9 TRASH ENCLOSURE PER ARCHITECTURAL PLANS BIO-SWALE PER DETAIL SHT 9 HARDSCAPE PER LANDSCAPE PLANS RETAINING WALL PER SDRSD C-1. SEE PROFILES SHT 9 RETAINING WALL PER SDRSD C-2. SEE PROFILES SHT 9 TUBULAR STEEL FENCE PER LANDSCAPE PLANS CONCRETE STEPS PER SDRSD M-26 _6 e_01◄_CR;l[.~~111r. w,~ .'.'."~~~,..l~S ~ER. D~'"'!:..~' 8 ~ESSI® "AS BUil T" ~~ ij. f J-4C' //, , '2. ·:J!.(., -c,- ,:3\G V ~:£_No;,,~~ RCE 59bS§ ~ , . \'2/i', I -"1 DATE - ;/~~(ft,'\'-~~ D BY: ' V ~ 011 '!If\ ~ Oo ,,.,-.i) r) z/r J(?.a-"fl. INSPECTOR . DATE I SH2T I CITY OF CARLSBAD I SHEgTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CASSIA HEIGHTS GRADING PLAN APPROVED ,6' y . GLENN THOMAS PRUIM di:! ,,;;,,~"'"~ e ~ t.i/.:z~,,,~ CITY ENGINEl"R PE274EXPIRES 9/30/07 DATE D'MII BY: PROJECT NO. DRA 'MNG NO. INITlAL DATE INITlAL CHKD BY: T •< ••~ OTHER APPROVAl CITY APPROVAL RVWD BY: MOS SDP 02-13 433-2A i 08 107 I "' 1+38.01 ,RIM 322 .. ~ 1 +55. 1 I , ' \ \ ! DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALI FORNIA ,. '; '·' ' ,- .,. ; .. ' -_. ' . • .,.. _____ ------ -FOR IMPROVE'"1ENTS WITHIN, PUBLIC RIGHT -OF -WAY SEE IMPROVEMENT ~S-433 -2 ... -.. ... ,. • •• ! . . . .,. ; 1 jlo.,-...· _·.;,.· .-,·-· ,.._..__ . ' SD . 0 ,-.,: C/) •• L VA ULTS ILDING 2 F 323 .00 PAD 322.3 . . ·~ . POOL s FF 323.00 PAD 322.3 .. ~-,Ca _.' V) ... ~ . . . 322.4 TG ~UILDING4 FF 323.50 PAD 322.8 TP 321 .00 .. -- TP 3 0.80 . ,J I 1 1 . I I I I Eiii l I Eii1 I I I I _,, I I ,. -I \. I I '. -, -• I c? A 3: ---- 1--~'t:: l---+L..Y1 11 1--+t 1---- I ______,,-+I, I _,,JLb --. REQUIRED TREA lMENT , CONTROL BMP-TABLE DESCRIPTION QUANTITY FOR PUBLIC UTILITIES WITHIN PUBLIC UTILITY EASEMENT SEE IMPROVEMENT PLANS 433-2 20' PUBLIC ~EMENT P DOC. __ UTILITY REQUIRf TR~AlffljT DRAIN INSERT 1 EA REC. __ PR 05-90 ER ; CONTR . B~ T LE DESCRIPTION QUANTITY DRAl N 1 EA IN SERT " . BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENU E. 1972 303.498 RECORDED DA TUM ELEVATION 20 1 Q Q 20 40 60 DATE: Nov 17, 05 5:21pm by.t-,tucc GP\1092-GPOJ.dwg ___ 1111111 Fil£: I: \DWG\01 \1092\PROO\Comllruct\ I r I ' X J ~ \, •1. TGI 320.0 ~ , 1 , L > \ > c " 4 <D -t ,..; ~- I "' z :::i ~ a:: . "' a:. 0 a:: a. TG 320.6 > \ \ "l \ \ I I \ .,. "b \ I ,\ , '¢, u' t ' > ~ • I \} I \ I \ I I \ I ) s~:A~~l~-N S.C.FAE·L~-T-lffl ~~ t. ~w~~H~;~ & ASSOCIATES, I N C. 2./2.R,/(5? MOS 11\ AS BUILTS • E N GINE ERI NG SU R V E YING N w TEL (76 0) 741-35 • DATE INITlAL N AVE.• SUITE 200 •ESCONDIDO • CA 92 025 -18 16 REVISION DESCRIPTION 70 • FAX (760) 741-1786 • ww w.mo•son-osaoc.com ENGINEER Of' WORK CONSTRUCTION NOTES 8" RISER w/12· SQUARE ATRIUM GRATE PER NDSf1221 AND NDSf1280 TYPE A-4 CO PER SORSD D-9. BROOKS BOX 24x24 CATCH BASIN WITH TRAFFIC GRATE AND FLO-GARD+PLU S CATCH BASIN FILTER INSERT, SEE DETAIL SHT 9 PRIVATE STORM DRAIN - SEE SHT 4 AND 5 STORM DRAIN CLEANOU T R N C 4 11 RISE:R WITH G>"Ail<IUM "GRATE 18 x1 8 C N 12" PVC STORM DRAIN O 1,: MIN 1 o• PVC STORM DRAIN O 1,: MIN 6" PVC STORM DRAIN O 1,: MIN FOR POOL DECK DRAINAGE SEE SEPARATE POOL SUBMITTAL POINT OF CONNECTION -STORM DRAIN. SEE ARCHITECTURAL PLAN 3• PVC STORM DRAIN PRIVATE SEWER -SEE DATA TABLE POINT OF CONNECTION -PUBLI C SEWER CLEANOUT SEWER CLEANOUT POINT OF CONNECTION -SEWER. SEE AR CHITECTURAL PLANS POINT OF CONNECTION -WATER. SEE ARCHITECTURAL PLANS POINT OF CONNECTION -FIRE. SEE ARCHITECTURAL PLANS 6" PVC FIRE SERVICE 4• PVC FIRE SERVICE 2 1 /2" PVC WATER SERVI CE 2• PVC WATER SERVICE POINT OF CONNECTION -POOL DRAINS. CONNECT DE-CHLORINATION FILTER. POIN T Of. CONNECTION - TOT I OT DRAIN , SEE LANDSCAPE PLANS 1 ~· 611 pVC, STO~M D~AIN e 1% MIA/ @ 4 11 PVC STOlllt'\ DRAIN e 1% rl\lN . . -. . > ® s.:wa: LAT£11AL CONNECTION~ s-... DROP1'D MAIM l'Sl.21 UNLESS ) INOl<'.ATED Ol!H,RWISE. @ 3" PVC DIZAIN PIP!. W',IN 1•1., "' @ 311 SATlll Bl<'ASS G~TE-ND5#900B. 3" PVC. Kl.58? W/ W'(f: F/Tm.JG. -.. -......... • ... £-- SEWER DATA (PRIVATE ~ BEARING LENGlH SL~ DESCRIPTION < • .I,> N 00"27'28" E 157,52' 1.20:>: 8" PVC SDR35 <2> N 89"32'37" W 55.17' 1.0,: 4• PVC SDR35 <J> N 44"32' 42" W 21.35' 4.63l 4" PVC SDR35 <•> N 89"32' 32" W 4.51' 57.o, 4" PVC SDR35 <s> N 89"32' 32" W 3.11' ~9.04l 4" PVC SDR35 <6> N 70'30'46" W 7.32' 1.0,: 6" PVC SDR35 <1> N 06'51'44" E 48.35' 1.0,: 6" PVC SDR35 <B> N 83°08'16" W 19.89' 1.0,: s• PVC SDR35 "AS BUil T" ~\:f ESS/~ '/ I. ~ \, u oc;y~~ !/JV. I "L -2k, -o,f i:5 '-' ,_,i/i f.---'RCE s.<\c.,c;.,f eu, ~ r!a,f/ .... XP. \"Z--~\ ~t1 DATE ~ h.12 * \J 7, ::;.7iv 1 ~WED BY: C) f Qr: r1 , ~" /2 ~ 07fn(74-17 ,~ / INSPECTOR' ' DATE I SH3T I CITY OF CARLSBAD I SHEgTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CASSIA HEIGHTS PRIVATE UTILI TY PLAN APPROVED Or-GLENN THOMA S PRUIM /4 4' ~,~ J.-P'~ ,i6 1,v~--2~ CITY ENGINEPE51 4EXPIRES 9 /30/0 7 Dill- OWN BY: PROJECT NO. DRAWING NO. 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I t [j \;: ' ~ _J w ,!: I ;; t' ~ [j 11 :~ ' \ I \, 1+00 \ I CONSTRUCTION NOTES @ ® @ @ @ @ ® @ , ® ® 8" RISER W/12" SQUARE ATRIUM GRATE PER NDSf1221 AND NDSf1280 lYPE A-4 CO PER SDRSD D-9_ BROOKS BOX 24x24 CATCH BASIN 'MTH TRAFFIC GRATE AND FLO-GARD+PLUS CATCH BASIN FILTER INSERT, SEE DETAIL SHT 9 PRIVATE STORM DRAIN -SEE SHT 4 AND 5 STORM DRAIN CLEANOUT 3" PVC ROOF DRAIN CONNECTION THROUGH CURB OUTLET PER SDRSD D-27 6" RISER 'MTH ATRIUM GRATE 12" PVC STORM DRAIN O 1 % MIN 6" PVC STORM DRAIN O 1 ~ MIN 3" PVC STORM DRAIN DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UND ERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --.. . -···- 20 ' 10 0 -- 2+00 20 40 ---- SCALE IN FEET GRAPHIC SCALE 60 3+00 4+00 - • \ -- 370.13' N 69.32' 43" W 5+00 SEE SHEET 5 -l-110_ ---~; 1--, , I ~--4> 3: 1- •. -.. } 1- _c) I 1~ ~ I :, I_ ~ I 326 - FOR PUBLIC UTILITIES SEE IMPROVEMENT PLANS 433-2 FOR PUBLIC UTILITIES WITHIN PUBLIC UTILllY EASEMENT SEE IMPROVEMENT PLANS 433-2 20' PUBLIC UTILllY EASEMENT PER DOC. ___ _ REC. ___ _ PR 0!;-90 STORM DRAIN DATA (PRIVATE) SYMBOL IIEARtNG LENGTH DESCRIPTION 2-2.G.. -oT J N 59·32' 43" W 219.50' 18" HOPE 4 N 59·32'43• W 76.50' 18" HDPE DATE 5 N 59•32•43• W 13.00' 18" RCP 1350-D >--i:imr~BE'ilNmCjfjHlrnMl'l'Ai'iRKffiliDiii'EvsnicR,,l~PTJJ"lnONii:'r.ri:---.---J---l---+--------------l-----l-----+---1-----1 fSHE_El'l C ITENYGINEOERFING CDEAPARRTMLSENBT AD ~gETS ■ ELEV. t~ 1 ABLbtttu BY COUN IT OF SAN DIEGO. A l___±J ~ STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NLY 1----1-----t-----------------+-----t---+---+----i FROM LA COSTA AVENUE. DATE: Nov 17, 05 5:22pm by.taantucci 1972 RECORDED FlLE: I: \DWG\01 \1092\PROD\Conatruct\GP\1092-GP04.dwg DATUM 303.498 ELEVATION [ii II A S S O N & A S S O C I A T E S, I N C. PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-3570 • FAX (760) 7 41-1786 • www.ma•aon-csaoc.com ------+------+----------------+-------i----+----t------1 GRADING PLANS FOR: CASSIA HEIGHTS 0------+--+-------------------<>-----+------+---+-----1 PRIVATE STORM DRAIN PLAN AND PROFILE APPROVED,JY GLENN THOMAS PRUIM a ft ~ J,,r'~ C ..L t.tJ'.'"'o/""'s:: CITY ENGINrrifiE51.i4 EXPIRES 9/30/07 DATE DWN BY: -::::::WC: PROJECT NO. DRAWING NO. CHKD BY: THS ~-' RVWD BY: MPS SDP 02-13 433-2A 2/21,/07 MOS /1\ A$ f',(JJCfS DA TE INITIAL ENGINEER Of' 'MlRK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL OTY APPROVAL 08 107 . --~f----l --+--+--+-----i-----i-i--t---t--i-----i----i---+-t----+----t--t-i--t---t--i-----i----i---+-t----+----t--t-i--t---t--t--t--t---t--t---t--t----t--11---rt---t--t--t--t--+-t----+----t--1~rt---t--t---i----t--+-t----+----t----t-1-t---t--t-+-t-+-t--+---+----t--11-t--t---t--t--t-+-+-t----+----t---11-t--t-+--+-+-+-+-+---+----t---1-t--t-+--t-+-+-+-t--+---+----t-1--t--+-+--+-+--+-+-+---+----t----'t--t--+-+--+-+-+-+-+---+---+--11--1--+--+-11 ' ------+1---+-· -+---+--+---1-t----+---+--+--+---+--+-+---+--+---1-t----+---+-+-+'~ -. ,n nl'lb-· Re Jl'l -i -c·il-=_+-~'++-+-+---+---l-l--+--+-+-+-+-+-+-+---+---l-l--l--+-+-+-++-+-+---+---+--ll-+--+-+-+-+++-+---+---+--l-l-+--+-+-+-++-+---+---+---l-l-+--+-+-+-++-+---+---+---l-l-+--+-+-+-++-+-+---+---+-11---+--+--+-+-++--1--+---+---+-l-l-+--+-+-+-+--1--+---+---+-l-l-+--+-+-+-+--1--1 ---11---t--+-+-+--+--+-+--+---+---+---l-t--+-+-+--+--+-+--+---+---+---l-..--'-j~-~-+-+-P'I , RI i-DRAIN-+\-"J'loo.._o::;r-t-+----t--t--t--+-+---+--+---l-t----+---+--+--+---+--+-+---+--+---l-l---t--+-+-+---+--+-+-+--+---t---ll---t--+-+-+--+--t---eo1ifc➔--~-§-;,--~la"'H ---1-1--t-"'~"-::c+-+-+--+--+-+-+---+---+-l---t--+-+-+--+--+-+--+---+---+-N"'I• :2 ~-1>"'>t----t--t--r-+--t---+-t---1+'~R IPE H'l r ~JNE-+-t----+----t---11--t--t-+--t-+-+-+-+---+-t-l ll N ~ ~~ ~ fi ] N ~ z ~ "1 -!2 ~ ~ 0~ ~ ---11---t--t-+-+--t---t--+-+---+--t---l-t--+-+----t--+--t--+-+---+---t---l--nl•N -Nr-a::: " ~--t2 ,..,-<--F•-1'+. 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SCALE: si--t--t--r-t--1--1--1--+--t--t---t---t--1--1i---t--+--+--+--t-+-+-+-+-+--t--t--+--t--+-+-+-+-+-+-+---+--+--+--+---1---1--1--11---t--+--+--+--+-+-+-+-+-+-+--+--+--+--+-+-+--+-+-+-+---+--H HORZ: 1·-2o•r-t---t---t--1--1--1i---t--i---t--t--+--+-+-+-+-+-+--t--+--t---t--+-+-+-1--+-1----+-t-t--+---t---1---1---11---1---1---+--+--+-+-+--+-+----i-+--+--+--+--+-+-+-+-+-+-+---+-+---+---+---1---1--!~1---1-11 ' ' . , Wl DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROU ND SERVICE ALERT OF SOUTHERN CALI FORNIA 1+00 1+50 CONSTRUCTION NOTES (!1) 8" RISER W /12" SQUARE ATRIUM GRATE PER NDS#1221 AND NDSf1280 @ BROOKS BOX 24x24 CATCH BASIN ~TH TRAFFIC GRATE AND FLO-GARD+PLUS CATCH BASIN FILTER INSERT, SEE DETAIL SHT 9 PRIVATE STORM DRAIN -SEE SHT 4 AND 5 STORM DRAIN CLEANOUT 3" PVC ROOF DRAIN CONNECTION THROUGH CURB OUTLET PER SDRSD D-27 J l N 20 10 0 -- ' 20 40 60 l __ ~ SCALE IN FEET GRAPHIC SCALE VERT: 1"••f 5+00 SEE SHEET 4 6+00 - 7 + 00 FOR IMPROVEMENTS WITHIN PUBLIC RIGHT-OF -WAY AND FOR PUBLIC UTILITIES SEE IMPROVEMENT PLANS 433-2 + I :· ,·. ... _, __ :-~,_-._· -.... _ --. 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A-~ "" -,,_ - - STORM DRAIN DATA (PRIVATE) S'YMBOL BEARING LENGTH DESCRIPTION I N 00"32'39" E 136.85' 12" PVC 2 N 31 •59•25• E 50.17' 12" PVC J N 89"27'21" W 25.00' 10" PVC 4 N 89.27'21 " W 25.00' 10" PVC ,.., -"' ~ oi t 0 "' ,. .,..,.,,,. .,. -pC'L_ ' EASEMENT PER DOC •. ._,_ __ REC. - PR 05-90 BUil T" R• D BY: ~ ~ . nr, /; J..:·~~..d,,~J.::::,,!,_~=£ !It'---V~lr1 '2tlcTZ INSPECTOR DA TE --rff'vRB:TIElffiNCT<:HHF'i)MWAriRK~DrnES17c-wR<;IPANT1710iifNr.o":.--1----l---+------------+--+---+--+-~I SHESET I CITY OF CARLSBAD I sHEgETS I ■ ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL y 1---+---+----------------+-----I----+---+--~ :==:::::::..::::==E=N=G=IN=E=E=R=IN=G=DE=P=A=R=lM=EN=T==:::::'...'.::::=:::::::::::: FROM LA COSTA AVENUE. DATE: Nov 17, 05 5:4Jpm by.taantucci 1972 RE CORDED FIL£: I: \DWG\01 \1092\Pft00\Con■truct\GP\1092-GP05.dwg DATUM 303.498 ELEVATION Ii] II A S S O N & A S S O C I A T E S, I N C. PLANNING• ENGINEERING• SURVEYING 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (760) 741-.3570 • FAX (760) 741-1786 • www.mosaon-osaoc.com 1---+---+----------------.f..-----l---+---+--~ GRADING PLANS FOR: CASSIA HEIGHTS i-----i----t-----------------t--------1---+-----t---PRIVATE STORM DRAIN PLAN AND PROFILE A PPR O VE D 4Y GLENN THOMAS PRUIM t----+---+-------------+---+---+--1----------ll A' <,-..e-,.-;:? )4"~:,/ /t,l;vl,eS l-::;:"'7r.:::t-c:-=--+...,..-=-:;c~=-----------+---1--+---+---1 c,TY ENG1NEElf"i,Es13f4 EXPIRES 9130101 6Krr,, 2/2(,/07 Ill D$ ' /1\ AS 6UILT5 DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION DWN BY:~ 1--D_A_lE--J_IN_ITl_AL~I--D_A lE_...,_IN_ITl_A..:.L-1 CHKD BY: THS OTHER APPROVAL CITY APPROVAL RVWD BY: MPS PROJECT NO. SDP 02-13 DRAWING NO. 433-2A 08 107 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK DONAHOO AT 760.801.3694. 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. 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 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 aRCUMSTANCES 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 GRADING 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 AGGREGRATE. 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 DEPARTIMENT OF CONSERVATION, STA TE OF CALIFORNIA. 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: o. 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 EXIST: 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 IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA llMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL 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 PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROV.'TH. 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 MILLEFOUA 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 STREET 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 CERTIFICATION 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 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 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 15% 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: o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTIMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENll Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 1. SET POSTS AND EXCAVA1£ A 4 BY 4 IN (10 BY 10 CM) 1R£NCH UPSLOPE FROM AND ALONG 1HE LINE OF POSTS. 3. ATTACH THE FIL1ER FABRIC 1V 7H£ llfR£ FENCE AND EXJFND IT /NW THE 1RENCH. SILT FENCE N.T.S. RIJNOF'F 2. STAPLE IIIRE FENCING 1V 7H£ POSTS. 4 IN (10 Ct,/) 4. BAa<F'/1.J. AND CONPACT 1HE EXCAVAJED SOIL J FT (0.9 M) MIN. GAP BETWE£N BAGS THREE LA 'l£RS OF GRA\,£?. BAGS AC1S AS SPIU.WA Y 1111H ENDS O',£Rl.APP£0 GRAVEL BAGS N.T.S. Crushed aggregate greater than 3" but smaller than 6". Filter fabric 12" Min, unless otherwise specified by a soils engineer SECTION B-8 Nrs Crushed aggregate greoter than 3• but smaller than 6". Corrugated steel panels Original grqde 12" Min. unless otherwise specified by o soils engineer Filter fabric NOTE: Construct sediment barrier and channelize runoff lo sediment lropping device ~ .ci u• ..., ' ·-' a, ' ' SECTION A-A NOT TO SCALE Sediment trapping device i o· <r I Corrugated steel panels O' o:::! ol ~i <r i a.., <.:> l ;;;; I ..... ml xi w. I j Match Existing Grade A B 24, . _ mm 50' min or four times the circumference of the largest construction vehicle tire, whichever is greater PLAN NTS B 10• min or as required to occomodate anticipated traffic, whichever is greater. STABILIZED CONSTRUCTION ENTRANCE N. T.S. BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENUE. 1972 303.498 RECORDED DATUM ELIEVATlON eltzer DATE: Nov 01, 05 2:32pm by.mschw FlLE: I: \DWG\01\1092\PROO\Construct \GP\1092-GP06.dwg & ASSOCIATES, I NC. • ENGINEERING • SURVEYING .. • _.co·.• '· ,p:,, 2./2[,/07 MDS 11, AS 13UILT$ DATE INITIAL LEGEND-BEST MANAGEMENT PRACTICES Qt;;;iCBIPIIOI::,! QUANTITY SYMBOi.. SC1 -SILT FENCE 947 Lf --0- SE6-GRAVEL BAGS 450 EA -~ WMl-MATERIAL DELIVERY STORAGE 1 EA [8] ___ ,. " ------ WMS-SOLID WASTE MANAGEMENT 1 EA ~ WMS-HAZARDOUS WASTE MANAGEMENT 1 EA & ~ i WMS-CONCRETE WASTE MANAGEMENT 1 EA i -------------------------------1 WM9-SANITARY /SEPTIC WASTE MANAGEMENT 1 EA [BJ ---------------------------------------- TC1-STABILIZED CONSTRUCTION ENTRANCE BOO SF EfE] i • NOTE: BMP DRAWING NUMBERS REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION'S STQRMWATER BEST MANAGEMENT PRACTICE HANDBOOK CONSTRUCTION "AS BUil T" ~r:fl.SSlf[f;; Jdtjj ,;/ /,' .(~ \., 0 >C;; 4 0~ ~~ A· ?.-2~,-c,f i:3"3 ' ~CEc;qi,s;1:,£!E·~ . vz-31-0-1 ~;No.595 DATE * Exp. 1- ~ .. ~ ' I R-... D BY: 'F CN ,~ ~ _LA:) "°-·· m/41£,?ATJ INSPECTOR . -D TE I SH6T I I SHEgTS I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: CASSIA HEIGHTS EROSION CONTROL NOTES AND DETAILS APPROVED BY GLENN THOMAS PRllll-1 ,,. /4 ~ ed.Z/2. a:. vV:g-~ g.:z/-s CITY ENGINEER e:pf 5127-XPIRES 9/30/07 A-TE-- DATE INITIAL DATE INITIAL D'M'l BY:~ PROJECT NO. DRAWING NO. AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 [i]MASSON PLANNING 200 E. WASHINGTON TEL (760) 741-.35 70,,. FAX (760) 741-1786 • www.masson-assoc.com ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CHKD BY: TU<O V SDP 02 13 433 2A CITY APPROVAL RVWD BY: '\ 120105 I I j / .i -, I l I I 0 0 + <D "' ~.,' ,---,. ., ~\ (_;·• ---v-'"' '-) i ; f : ! • _; • - .... , i f ' I _J ---•~ i:5 0::: 0 z -~ <( u _J w SEE ABOVE RIGHT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i . I ; I . • • • (; / __ 1 -• • • _i ! / 1_ • ,-_: !. 1· 1_· -/l -J ·!Ji I I I I ' \ I \ t\ \ , ;1\ I \ \ \ :\ \, N f; •• i , ' • - 0 -o· + CD /C) G/ ' . ' 0 0 + ;'-. ..,.,.., "' N 20 10 f ' I i ;-- o! 0 ' ' ! I _J <( w 0::: 0 z -.::E- <( u _J w • I I I I //<,;· ~ ' I i , /; // ,,_ _ _.._~ I I ¥ f I I I; -I I I I; I ! I I I ; ! I I I-I I ; /! / /I // / -~~ 11 1 1 1 rl ! I I ~-o Ii I/ I I ! V) ~. ' ··fJ: I// I /l ! I I t/ I I ,o:jr; 1 / ii jl / /--~ r ;! ! I 111-0!- -I I / f 1 0 1. 1 1// -I I I I I I . 1. I .--1 1 II I • I 1 : 1 .1· 1 1 1 _ 1 1:L.r : · r/ I l.6 1 I I i1 I :, I I I II ) I ; i I i II I -----_r,_ _ ___,.□ t:-.f---------~~-- .\:.l - CASSIA ROAD l -1 \. ___ _ ,o '1 (Jo / 1' . I [~- ' r -----I . ,,_ ___ _ 1 :1 \\~j) J t '---~J____,..-__,-----' j ·: @ A __ J ~-. -:()_.,.. \ ~--~/ -, /-/· 1 ! I//. ____ __,,. i. It EQJ _.c,/ ~::~----,.·----+----.l.-.---i I ,, -----""I 0 I ., (;1 -----11 0 (/) ( __ J •--~I i ---11 :r; 11 l I ~-1 ~:Cl~ / I / \----1 j ·--, _,,,.--( /(/ II • II II J ~ -~~x_/w_ ,:r:_ ====::==5E~r=~/·=· ' -J' / -- ] ___ i_ __ 1" I J "AS BUil T" EXP. 1'2.·~l·"r DATE i-s"I.v."E!lB:filE&NcisiH=iEDMB'iAR7:K:oON'DEiYsocrR1SAPTw10DiiN~-;.-i--+-+--------------l-----l----t---L--J I sHE7ET I CITY OF CARLSBAD I sHEgETs I I ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L MON. ON EL CAMINO REAL 2.31 Mt NLY l---l---t-----------------l----J-.----11-----.1.-.--J ~=::~=::::=::::EN::::G:::IN:':::E::E:::Rl::::NG:::::D:::EP:::A:::R:::TM:::E:':N:::T==='--'====: FROM LA COSTA AVENUE. GRADING PLANS FOR: RE~~tDED DATUM -E--=-~0=Et.:...:.·z9=n8o_N_ i---t--t-------------l----l----1---1---1 CASSIA HEIGHTS EROSION CONTROL PLAN 0 20 40 60 DATE: Nov 01, 05 2:4epm by:mschweitzer ____ ,::. __ ___; ----FILE:I:\0WG\01\1092\PROO\Construet\GP\1092-GP07.dwg --SCALE IN FEET [ii M A S S O N &: A S S O C I A T E s, I N C. GRAPHIC SCALE P L A N N I N G • E N G I N E E R I N G • S U R V E Y I N G 200 E. WASHINGTON AVE.• SUITE 200 •ESCONDIDO• CA 92025-1816 TEL (750) 741-3570 • FAX (760) 741-1786 • www.mosson-ossoe.com 2. 20> r,7 MDS DA TE INITIAL ENGINEER OF WORK AS BUILT5 DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY ENGINEER EXPIRES 9 JO 07 D TE DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SOP 02-13 433-2A \ ' 0 1 0 +_ Q'.) co N I 1 I ~t N I I a l o ; Jt co I 0,/ I I i t ' . / + 10+00 o r ev I I I // / / '/ V V // / / / '/ fj ,-,- ,--,- --, ., ,r .,_ I' . , ,_ , .. i ! . . ' ,. ,.-.. ~ ' I ' -· .,-I '/ '/ '/ I/ V r I/ -,--.. -_, I :'~-. ~ V ,,. r ' ,· I/ ·, ~ ._,_,, V / / V ~ / ~ / t I/ ,_·,. . ' . ; . :..:. ' ., / '/ ... I ' . _, ,,· _J LL.I L; I/ / V / / / r V // / / ~ / / / / V / V / / / / 'O , ; .-. ,. " .,_ , ,. . , ,, ~ I _-. I . ., ' . ,/ ,.., .· .... DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG I I J9 '$> UNDERGRO UND SERVICE ALERT OF SOUTHERN CALIFORN IA ';--!-~✓---,-' ·' ' . ' , ·, t, - - 11 +00 12+00 13+00 . 1~ ,8;1 ' CASSIA ROAD /\·. ,. 1/:i-~ '>~"-., ~0 ::_:,f t ;~; rr.:-,---1S1C71 " .. .,-r , -_ ---,,. --, . i. :,------~· -'-"---'---"--'--'-...:..i.:'·~· ,._:·''--'--i)' '., ---< lZ!J ~ BUILDING 1 1st FLOOR 327 45 GARAGE FF 317 70 PAO 317.0 . - . , BUILDING 2 ':,) ½ FF 323.00 . ~ -_ ._;;, _.,-~ PAD 322.3 -~ :· ~-:.----,_ .. ~,.._ ---"-·---, r------)L../. ' -• , ,: JI -· ' ~ L-~\4,..:• ___ __, - ,: . . , ' , .. :,, . . ,;--:Y. .,,- ·' , . ' , . ' .. ,. I r-, ,--,. ,-" -v · -. , -_I . ' ... ' . . ' POOL - I -,,- ·, ' , ,. ·,, -" -~ ' . ' '' ')·: , ' ,-.. ,-_, COMMONS FF 323.00 PAD 322.3 ,. ,, . , , - . ' -·- N .\ J< ✓-~ , ' • " • ✓ / .-. . ., ,. ....._...,__J . -Lr--..., -',_ 'r--- , -( , ~- I 20 10 0 --20 40 SCALE IN FEET GRAPHIC SCALE • 60 BUILDING 3 FF 323.00 PAD 322.3 - I , u ,_ ... , a \1--------., . ' lit-----.;Rl ~ -n~ , u J' . ' El -n .------L---.,:> l it---'--- ,_ ~ >-k BUILDING 4 FF 323.50 PAD 322.8 I ' -·' 69 , ' ',-.__ ____ .,,-r--·:·"·--:-_ ,-----"'i""-,""~--'1r.l"':1 I ;,_ I ~ 20' 24' ,,lt---i,~,~..------11----.£!.-~::::; . , ., , .' '-". . , 8.5' lYP @- ----< ___ _,J--< CONSTRUCTION NOTES CD 4" AC OVER 6" AB MIN. OR PER SOILS ENGINEER'S RECOMMENDA TlONS ® WHEEL STOP PER DETAIL SHT 9 ® ACCESSIBLE PARKING STALL STRIPING LAYOUT PER DETAIL SHT 9 @ 4" WHITE STRIPE @ ENHANCED CONCRETE PER LANDSCAPE PLANS. 7-1 /2" PCC W/# __ BARS O 18" O.C. @ 7-1/2" PCC W/# _ BARS O 18" O.C. ® 5" PCC W/# 4 BARS O 18" O.C. BENCH MARK DESCRIPTION ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A STREET C.L. MON. ON EL CAMINO REAL 2.31 Ml NL Y FROM LA COSTA AVENUE. 1~72 303.498 RECORDED DATUM ELEVATION "' DATE: Nov D1, 05 2:~ by.mochweltz Fil£: I: \DWG\01 \1092\PROD\Conotruct \GP\1092-Gl'06.dW<J " A S S O C I A T E S, I N C. • ENGINEERING • S U R V E Y I N G N AVE.• SUITE 200,. ESCONDIDO• CA 92025-1816 [i]IIASSON PLANNING 200 E. WASHINGTO TEL (760) 741-35 70 • FAX (760) 741-1786 • www.ma■■on-c ■soc.com 2/2!,/07 MOS /1\ A$ Blllt..'1$ DATE INITIAL ENGINEER Of WORK REVISION CURB DATA SYMBOL BEARING' •I TA LENGlH RADIUS DESCRPTION 1 0516'20" 6.81' 74,00' 6" PCC CURB, SDRSD G-1 2 81 ·03•17• 1.41 1.00' 6" PCC CURB, SDRSD G-1 J N 52'53'55" E 4.55' 6" PCC CURB, SDRSD G-1 4 N 52'53'55" E 2,70 6" PCC CURB, SDRSD G-1 5 142'21'16" 0.50' 1.24' 6" PCC CURB, SDRSD G-1 6 N 89'27'21" W 17.31' 6" PCC CURB, SDRSD G-1 7 N 00'32' 39" E 76,47' O" CURB, DETAIL SHT 8 8 N 89'27'21" W 14.00' 6" PCC CURB, SDRSD G-1 9 180'00'00" 12.57' 4.00' 6" PCC CURB, SDRSD G-1 10 N 89'27'21" W 14.00' 6" PCC CURB, SDRSD G-1 11 N 00'32' 39" E 85.00' 3.00' o• CURB, DETAIL SHT 8 12 N 89'27'21" W 15.50' 6" PCC CURB, SDRSD G-1 13 180·00·00· 7.85' 2,50' 6" PCC CURB, SDRSD G-1 14 N 89'27'21" W 15.50' 6" PCC CURB, SDRSD G-1 15 N 00'32'39" E 76.50' 6"TYPE 'G' C&G, SDRSD G-2 16 N 89'27'21" W 16.50' 6" PCC CURB, SDRSD G-1 17 6518'15" 2.28' 2.00' 6" PCC CURB, SDRSD G-1 18 N 2514'25" E 2.44' 6" PCC CURB, SDRSD G-1 19 11514'16" 2.01' 1.00' 6" PCC CURB, SDRSD G-1 20 N 89'59'51" W 5.59' 6" PCC CURB, SDRSD G-1 21 N 60'23' 32" W 11. 79' 6" PCC CURB, SDRSD G-1 22 119'09'11" 2.08' 1.00' 6" PCC CURB, SDRSD G-1 23 N 00'27'17" E 16.57' 6" PCC CURB, SDRSD G-1 1 24 N 89'32' 43" W 42,50" 6" PCC CURB, SORSD G-1 25 N 00'21'17" E 15.50' 6" PCC CURB, SDRSD G-1 26 180·00·00· 7.85' 2.50' 6" PCC CURB, SDRSD G-1 27 N 00'27'17" E 15.50' 6" PCC CURB, SDRSD G-1 28 N 89'32' 43" W 85.00-6" PCC CURB, SORSD G-1 29 N 00'27'17" E 14.00' 6" PCC CURB, SDRSD G-1 JO 180'00'00" 12.57' 4.00' 6" PCC CURB, SDRSD G-1 31 N 00'27'17" E 14.00' 6" PCC CURB, SDRSD G-1 32 N 89'32' 43" W 85,00' 6" PCC CURB, SDRSD G-1 33 N 00'27'17" E 15.50' 6" PCC CURB, SDRSD G-1 J4 180·00·00· 7.85 2.50' 6" PCC CURB, SDRSD G-1 J5 N 00'27'17" E 15.50' 6" PCC CURB, SDRSD G-1 J6 N 89'32' 43" W 85,00' 6" PCC CURB, SDRSD G-1 37 N 00'27'17" E 15.00 6" PCC CURB, SDRSD G-1 J8 90·00·00· 4.71' 3.00' 6" PCC CURB, SDRSD G-1 39 N 89'32' 43" W 9.19' 6" PCC CURB, SDRSD G-1 40 29'30'49" 10.30' 20.00' 6" PCC CURB, SDRSD G-1 41 32'21'46" 11.30 20.00' 6" PCC CURB, SDRSD G-1 42 N 89'32'42" w 25,04' 6" PCC CURB, SDRSD G-1 4J N 89'32' 43" W 2.00' 6"TYPE 'G' C&G, SDRSD G-2 # N 89'32' 43" W 16.12' 6"TYPE 'G' C&G, SDRSD G-2 45 42'50'00" 3,74' 5.00' 6" PCC CURB, SDRSD G-1 ,f6 4710'00" 16.46' 20.00' 6" PCC CURB, SDRSD G-1 47 N 00'27'17" E 10.00' 6" PCC CURB, SDRSD G-1 -f8 N 89'32' 43" W 20.00" 6" PCC CURB, SDRSD G-1 49 N 00'27'17" E 10,00' 6" PCC CURB, SDRSD G-1 5() 47'06'04" 16.44' 20.00' 6" PCC CURB, SDRSD G-1 51 132'53'56" 2.32' 1.00' 6" PCC CURB, SDRSD G-1 52 N 00'27'17" E 17.92' 6" PCC CURB, SDRSD G-1 5J N 89'32' 43" W 30,50' 6" PCC CURB, SDRSD G-1 54 N 89'32' 43" W 18.00' 6" PCC CURB, SDRSD G-1 55 N 89'32' 43" W 5.00' 6" PCC CURB, SDRSD G-1 56 N 00'27'17" E 17.00' 6" PCC CURB, SDRSD G-1 57 90·00·00· 4.71' 3.00' 6" PCC CURB, SDRSD G-1 58 N 89'32' 43" W 6.31' 6"TYPE 'G' C&G, SDRSD G-2 59 N 89'32' 43" W 116,52' 6" PCC CURB, SDRSD G-1 60 89'54'38" 23.54' 15.00' 6" PCC CURB, SDRSD G-1 08 107 61 N 00'32' 39" E 66.75' 6" PCC CURB, SDRSD G-1 62 90·00·00· 4.71' 3.00' 6" PCC CURB, SDRSD G-1 63 N 89'27'21" W 17,00' 6" PCC CURB, SDRSD G-1 64 N 00'32' 39" E 3,80' 6" PCC CURB, SDRSD G-1 65 N 00'32' 39" E 18.00' 6" PCC CURB, SDRSD G-1 66 N 00'32' 39" E 28.70' 6" PCC CURB, SDRSD G-1 67 N 89·2r21 • w 17.50' 6" PCC CURB, SDRSD G-1 68 180·00·00· 7.85" 2.50' 6" PCC CURB, SDRSD G-1 69 N 89'27'21" W 17.50' 6" PCC CURB, SDRSD G-1 70 N 00'32' 39" E 85.00' 6" PCC CURB, SDRSD G-1 71 N 89'27'21" W 17.01' 6" PCC CURB, SDRSD G-1 72 128'05' 43• 6. 71 ' 3.00' 6" PCC CURB, SDRSD G-1 73 4'41'21" 3,93' 48.00' 6" PCC CURB, SDRSD G-1 74 17"55'07" 6.25' 20.00· 6" PCC CURB, SDRSD G-1 75 0113'14" 0,43' 20.00' 6" PCC CURB, SDRSD G-1 "AS BU I LT" ~ESS/~ , ¼I t.f! \, ;,;¥< '_,r/~ {j) ~':,;;: / /If 7.-'2(,,-=/- <3 '.::'" 5l!fi~ l _, RCE S"\f,,s..f 'f:: p _ \'2 -~l--07 ~:s No. 5 DATE * E 31 '----' J:. V' ~ RZBY: I ore~ \\-;, ( Gf---D7 /2fmc,7 / / ~9 11'/SPECTO _______; -i DATE I SHST I CITY OF CARLSBAD I SHEgTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CASSIA HEIGHTS HORIZONTAL CONTROL AND PAVING PLAN APPROVED ,IJY' GLENN THOMAS Pl'l.\Jlt.-\ ~ ~ -~ V.,,,--~ .f.✓,, C CITY ENGINEE PE 51 4 EXPIRES 9/30/07 D/(TE OWN BY:~/ PROJECT NO. DRAWING NO . DATE INITIAL DATE INITIAL CHKD BY: TU<" DESCRIPTION RVV.O BY: " •;_ 1 SOP 02 13 433 2A OTHER APPROVAL OTY APPROVAL 6' J fl C GROUT HOLES PLAN i ~ ~ONT. REBAR END VIEW • <O -1/2" DIAMETER • N STEEL DOWEL - ELE VATION ED~~EL STOP DETAIL TUBULAR STEEL FENCE PER LANDSCAPE PLANS--------lll 8.0' 3.0' 5.0' PARKING STALL BIOS ALE 2% hAAX ft . 4" AC/6"AB ___/ ~ i 12· • N • .... "" 8 o• CURB 10" PVC SD 0 0.5% 90' BEND 5' -o• SPACING MAX. 2 10 9 ELE VATION (Dc:cRElE RAMP WITH HANDRAILS ;, 6" CURB PAINTED BLUE (TYP) WHEEL STOP PER DETAIL --./1 HEREON PAVEM ENT SYM BOL DISABLED PARKING -----1" PER SDRSD M-29 0 N 9' VARIES P1RO~L~N 4" BLUE S !PING (TYP) STRIPED HANDICA ACCESS AREA "-------+--'NO PARKING' 12" HIGH . REFLECTIVE WHITE OVER BLUE STRIPES 9' 6" CURB TRUNCATED GROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAhAPS 6" CURB DOMES PER --SDRSD G-30 COLOR: YELLOW NOTE: CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTION FLO-GARD+PLUS CATCH BASIN FILTER INSER FLAT GRATED INLET . ' • <O • PCC GUTTER _;,Lml N,.;,ER'----~ I, ' . 8" PVC SD FILAT GRATE TG PER PLAN -SLOPE PER PLAN 4"AC 6"AB DEBRIS TRAP z ::,; "' ' SUPPORT BASKET FOSSIL ROCK POUCHES 12" PVC SD IE PER PROFILE 24"x24" GRATE INLEh W/ TRAFFIC GRATE OR APPROVED EQUAL 2' 6" . ' . . . ' . ' . . . . . . '. . . .' . . ' . / . ~/ . /' . . -------r " ' . . . FLOWJNEJ 24 x24 FOSSIL FILTER MODEL FF-24D • • (OR EQUAL) . . . • . . . <O . . ' "' . , I • . <O f 6" B ACCESSIBLE PARKING STALL STRIPING LAYOUT ® 1;;'; CATCH BASIN DETAIL 8 N.T.S. PROPERTY LINE <O ~-EXISTING GROUND 2 1 r ,,.t 4•' • .... 8 "" 10 8 11 "' "",.._ 0. +~ -"" N "' N "" -+ - N "" -0 . +~ -"" EAST SIDE FACE OF BLDG TOP OF RETAINING WALL FINISH GROUND O BACK OF WALL c---+-o' YC GARAGE ELEV. 31 7. 70 "' ,.._ <O ;;, TOP OF FOOTING <O "" " N "" N ~ "" 0 .... 0 0~ 0 + + .... 0 ~ do N+ "" - "' 0 + 0 u ci > N L,.J "" "" ,.._ "' o · +~ -"" "" "' "' N "" ~ .... + - ,.._ N <0 -,-.: +--"" FACE OF BLDG TOP OF RETAINING WALL ;;; ..., FINISH GROUND O BACK OF WALL· N +o -,.._ ~~ '-l~-t-5' YC GARAGE ELEV. 317. 70 d,1-..c:::~:--TOP OF FOOTING 0 N ,-.: ;;, WEST SIDE LEVEL LIN E ....... 5 1 2" THICK P.C.C. 560-C-3250 3' 1.5' 1.5' 2" WEAKENED PLANE JOINT ~-WITH PREFORMED JOINT FILLER 0 5 FT. O.C. . . -: BASE MATERIAL OR PER ~--soJLS ENGINEER'S RECOMMENDATIONS SUBGRADE SHALL BE "---COMPACTI;D TO 95 OR PER ENGINEER S RECOMMENDATIONS. RETAINING WALLS AND RAMP PROFILES AT BUILDIN G 1 SCALE: 1"=10' WIDTH VARIES 4• L,.J 2 Cl <C 9 11 "" "' :,: • CROSS SLOPE ----+ <O SEE CONSTRUCTION PLANS 3' (/) 0 ;;;; ~Hf=-...J "-- L,.J .... a,z • L,.J X Zu <C :ii <C ::,; -, • Cl • ""<C 0 "" SECTION 7 • a.. Nt 3 • ...J .... <C "' "--0 a.. l:e ...J 2 <C u ~ • "" 12 . ' 4 13 ~ • (/) 1i2 z :=:!: :ii i'= -I "' • a.. "' L,.J -Cl ~ LE GEND : CD 0 0 0 ffi (j) ® ® @ 2" I.D. (NOMINAL) STEEL POST. PIPE SHALL BE SEAMLESS. POSTS SHALL BE SET INTO POST SLEEVES IN THICKENED EDGE TO A DEPTH OF a•. POSTS SHALL BE SPACED EQUALLY AT 5' -o• ON CENTER, MAXIMUM . POSTS SHALL BE GROUTED IN PLACE WITH NON-SHRINK GROUT. GROUT SHALL BE INSTALLED WITH A CROWN TO PROVIDE POSITIVE DRAINAGE AWAY FROM POSTS, TYP. 1-1 /2" I.D. (NOMINAL) HANDRAIL AND MIDRAIL BOTH SI DES. PIPE SHALL BE PER SPECIFICATIONS. (SEE NOTES HEREON) . CONCRETE RAMP SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3250 PSI. CONCRETE FOOTING/THICKENED EDGE . 6" SAND O MIN. 95% RELATIVE COMPACTION OVER SUBGRADE OR PER SOILS ENGINEER'S RECOMMENDATIONS ON SI TE. 1 • RADIUS CAP ON POST. WELD AND GRIND SMOOTH. EXPANSION JOINT PER SDRSD G-10 (3/8" MIN. WIDTH). SEE SHEET C-5 . SURFACE SHALL SLOPE AT 1 % MIN. FOR DRAINAGE. SEE CONSTRUCTION PLANS. a• WIDE CHEEK WALL BOTH SIDES OF RAMP. ® @ @ 1/2" RADIUS ON ALL EDGES TYPICAL. #4 REBAR HORIZONTAL AND CONTINUOUS OVERLAP SPLICES 12" MIN. CONTINUE REBAR AT POST LOCATIONS. #3 REBAR O 18" O.C. EACH WAY (CENTER IN SLAB) NOTES: A. SU BMIT SHOP DRAWINGS FOR APPROVAL. B. ALL POSTS &: RAILS TO BE SCH. 40 GALVANIZED INSIDE AND OUT. C. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO EUMINA TE ANY SHARP EDGES. D. PROVIDE 1/4" EXPANSION JOINTS O 16'± O.C. PER SDRSD G-10. E. SEE CONSTRUCTION PLANS FOR SLOPE AND RAMP WIDTH. "AS BU IL T" -z-?1o-o'f DATE Q?;bbxr, 'DATE t--E,~<'<BmE<l>Nm:CH'uffi"McrAvRN'K ""D:crE~SCnc'RclPTITi710m:N~.--""1------1----1--------------1----1----l----1----I I SHEgET I CITY Q F CARLSBAD I SHEgETS I ELEV. ESTABLISHED BY COUNTY OF SAN DIEGO. A ENGINEERING DEPARTMENT STREET C.L. hAON. ON EL CAMINO REAL 2.31 Ml NL Y t---+---+----------------+-----,1----+--+-----I ~=:::::::c.::::=::::::::::::::::::::::::::::=:::::::::::::::::==:::::::::::::::==::::::..':::::=~ FROM LA COSTA AVENUE. 1972 RECORDED DATUM o---+---+----------------+------1,-----+----+-----1 GRADING PLANS FOR: 303.498 ELEVATION CASSIA HEIGHTS SECTION THROUGH HANDRAIL DETAILS DATE: Nov 01 , 05 2:~ by.mschweitzer FILI: I: \DWG\01 \1092\PROO\Ccnstruct\GP\1092-GP09.dwg [ii II A S S O N & A S S O C I A T E S, I N C. PLANNING• EN G INEERIN G • SUR V E Y ING 200 E. WASHINGTON AVE.• SUITE 2 00 •ESCONDIDO • CA 9 2025-1816 TEL (760) 7 41-3570 • FAX (760) 741 -17 66 • www.mosson-ossoc.com APPROVED~)"" 08 107 120 105