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HomeMy WebLinkAboutDWG 548-4A; PD 2024-0012; CARRILLO ES PLAYFIELD REPAIR; 01-19 Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 CONTINUED FROM SHEET 1 LEGEND DESCRIPTION CONNECT TO EXISTING STORM DRAIN DWG. NO. 48" x48" PRE CAST CONCRETE CATCH BASIN WI PARKWAY GRATE DTL 3ISHT 19 DTL 5ISHT19 36" x36" PRECAST CONCRETE CATCH BASIN WI PARKWAY GRATE STORM DRAIN CLEANOUT DTL 4ISHT 19 DTL 6ISHT19 DTL 11ISHT 17 TYPE 'F' CATCH BASIN HEADWALL WINGTYPE STORM WATER BIORETENTION BASIN CONCRETE OUTFALL WI RIP RAP 8" STORM DRAIN 1 O" STORM DRAIN 18" STORM DRAIN 24" STORM DRAIN TRENCH DRAIN STORM DRAIN DATA PERFORATED UNDERDRAIN FOR BIOFIL TRA TION BASIN EXISTING STORM DRAIN EXISTING SEWER EXISTING WATER EXISTING ELEC EXISTING COMM UNKNOWN UTILITY D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 SDRSDD-07 SDRSDD-34 DTL 1ISHT19 SDRSDD-40 CITY OF CARLSBAD STND DS-2 CITY OF CARLSBAD STND DS-2 CITY OF CARLSBAD STND DS-2 CITY OF CARLSBAD STND DS-2 SYMBOL lg) IQ) 0 @ = -----!S0-- --~so-- --~so---~so-- 0 ------- s s w E C u QUANTITY 5EA 6EA 6EA 3EA 2EA 1 EA 2EA 786LF 696LF 108LF 373LF 1,422LF 175LF EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SAN MARCOS UNIFIED SCHOOL DISTRICT AT 76D. 752.1299 (PHONE NUMBER) 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 FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE CONTRACTOR'S QUAUFIED 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 ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S 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 AND/OR CITY INSPECTOR 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 CREA TE 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 (401:). 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!1: 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 CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEED/NG SHALL BE APPLIED TO: 1. ALL SLOPES Tl-IA T ARE GRADED 6: 1 (HORIZONTAL TO VER11CAL) OR S1EEPER 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 EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUC110N OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDEN11FIED BY THE PARKS AND RECREA110N DIRECTOR AS HIGHLY VISIBLE TO THE PUBUC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER Tl-IA T WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND Tl-IA T ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE 8185 OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!1: COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!1: COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE 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. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE 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 ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. I1EMS c,d,e, AND f OF THIS SUBSEC110N MAY BE OMITTED ON LOCA 1/0NS 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 JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER11FICA110N TAG ATTACHED TO, OR PRIN1ED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPUED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAUUCALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50!1: OF THE STRAW IN TO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15!1: SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLAN1ED BY ANY OR A COM8/NA110N OF: a. TRACK WALKING SLOPES S1EEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER Tl-IA T ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SAUNE 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 THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS Tl-IA T APPLY: EXEMPT FROM EXEMPT FROM TRASH CAPTURE? HYDROMOD/FICA TION? 53 STANDARD STORMWA TER REQUIREMENTS ~ YES 53 YES PRIORITY PROJECT REQUIREMENTS NO NO TYPE DESCRIPTION OllNERSBIP IWNTENANCE SHEET NO. lWNTENANCE AGREEMENT FREQUENCY SAN IIARCOS :MONTHLY le BF-1 filOFILTRATION UNIFIED SCHOOL YES 13,15,19 AFTl!R STORK • f"i:.' ' S1B"J4'56"E N1B"J4'56' N87"2B'O 41. \ L=62,J 0 I "" - ---....=-,.fll.09, R 23.uu --------Ll=91"5J'02' --- L=113.0J LI= 100 50 __ o GRADING KEYMAP SCALE: 1"=100' 100 200 SCALE IN FEET GRAPHIC SCALE 300 "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR fSHml CITY OF CARLSBAD 1----+----+----------------+-----11-----+----+------1 l__J ENGINEERING DEPARTMENT l----+----+----------------+-----11-----+----+------I 1----+----+----------------+-----11-----+---+-----1 GRADING PLANS FOR: I • . 1t II ~ /A -11,:1 OJ . JC, 5 151 DATE DATE I SHEETS I sws ENGINEERING, INC. t---+-----+-------------+---+---+---+----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: 1635 Lake San limns Drive, Suite 200 r.,,,, e-ttf 4 San Marcos, CA 92078 1----+----+----------------+-----11-----+----+------1 E~N~GIN=E~ER=IN~G~M~A=NA~G-ER--R-CE_6_3_9-12_E_XP_IR_ES_9_3_0_26 DATE P: 760-144-0011 ~;;;:;::~::::::::;:;;;;:;=~;:::::::=:::::::========:-;:=====~ JASON S. GELDERT SAN DIEGO . KASHVILLE . PHOENIX . ORLANDO 1--~0A~lE~...,_,1N=ITl~AL-+----------------+-0-A-1E---1>-1-Nl-llA-L-+--0-AlE--+-IN_lll_A_L_, DWN BY: .A=R~H__ PROJECT NO. DRAWING NO. DATE:2/27/2025 5:31,50 PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: -J~-- FILE:C:\Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:9JL.. PD2024-0012 548-4A Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-7 72_GP01-GN.dwg • Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 .,,c> I "-riWI ~ -,,.: .,,c> ' I UTILITY NOTES 250 245 240 255 1. THE LOCA 110NS OF UNDERGROUND STRUCTURES AND U11LJ11ES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS FOR THE BENEFIT OF THE CONTRACTOR. THE DEPIC110N OF U11L/11ES SHOWN ON THESE PLANS DOES NOT CONS11TUTE A GUARANTEE OF THEIR EXACT LOCA 110N, DEPTH, SIZE, OR TYPE. EXACT LOCA 110N, DEPTH, TYPE AND SIZE SHOULD BE VERIFIED BY POTHOLING PRIOR TO CONSTRUC110N. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAU110NARY MEASURES TO PROTECT ALL UNDERGROUND AND/OR OVERHEAD STRUCTURES AND/OR U11L/11ES WHETHER OR NOT THEY ARE SHOWN HEREON. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPEC/FICA 110NS AND AT THE EXPENSE OF THE CONTRACTOR. 2. CONTRACTOR SHALL MAKE EXPLORATORY EXCA VA 110NS AND LOCATE EXIS11NG UNDERGROUND FACIL/11ES sumct£N1l.Y AHEAD OF CONSTRUC110N TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCA110N OF EXIS11NG FACIL/11ES. CONTRACTOR SHALL N011FY ENGINEER OF WORK OF ANY DISCREPANCIES PRIOR TO START OF WORK. NOTE: DEMOL/110N OR REMOVAL OF ANY /RR/GA 110N OR GAS, ELECTRICAL, COMMUN/CA 110N OR OTHER 'DRY' U11L/11ES IS SHOWN ON OTHER PLANS. U11UTY DEMOL/110N WORK COVERED BY THIS PLAN IS LIMITED TO SEWER, WATER, AND STORM DRAIN. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 .... ~ ~ ~-- 265 260 .,,c> ...... ...... --"c> -- 265 260 255 250 245 .... "c> ----"c> ---------------.,,c> ----.,,c> ---.,,c> --.,,c> -- 255 250 245 --- i', -------- J-\PJ\J:: -?-?-?~Bo~-; 05 ~ *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VER11CAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VER11CAL DATUM NGVD29 ----- A -- ----A ----- DEMOLITION NOTES -----(D ~·--•-'·~I ® @ © ® © (J) l+H \+I@ ® @ ® @ A -POINTSElJIA LN -~ @ '\ t' ' .<1 LI.\ ·~~ ~ .~~\~ ••. ~ .. ·" !\\tJ·"1 j ·\·.:·)\ .. ,l. .. . \ V, -~ \_ GRASS = • .. V -= "c> = -= TE WATER SHC 'EFERNCE ONL' PLAC'E 30 LEGEND --s, >---EXISTING STORM DRAIN --S EXISTING SEWER --W EXISTING WATER --E EXISTING ELEC --C EXISTING COMM --U UNKNOWN UTILITY 15 0 30 60 90 ----■---~ SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE fSHml CITY OF CARLSBAD ISHEETSI 1----+----+----------------+-----11----+----+------1 L__j ENGINEERING DEPARTMENT l----+----+----------------+-----11----+----+------I 1----+----+----------------+-----11----+---+-----1 GRADING PLANS FOR: sws ENGINEERING, INC. 1----+-----+-------------+---+---+---+----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: 1635 Lake San limns Drive, Suite 200 r._ e-ttfH San Marcos, CA 92078 1----+----+----------------+-----11----+----+------1 E-N-GIN_E_ER-IN_G_M_,A~NA-G-ER--R-CE-6_3_9-12_E_XP_IR_ES_9_3_0_26 DATE P: 760-144-0011 ~;;;:;::~::::::::;:;;;;:;=~;:::::::=:::::::========:-;:=====~ JASON S. GELDERT SAN DIEGO . KASHVILLE . PHOENIX . ORLANDO 1--~0A~lE~.......,1N=ITl~AL--+----------------+-0-A-1E---1,-.1-Nl-llA-L-+--0-AlE--+-IN_lll_A_L_, DWN BY: .A=R~H__ PROJECT NO, DRAWING NO, DATE:2/27/2025 5:35:DJ PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: ~ FILE:C:\Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ~ PD2024-0012 548-4A Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-172_GP03-DP.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 ..,.C> Le=29,83',_R~x'o:'Oll De=10"03 1B UTILITY NOTES 1. THE LOCATIONS OF UNDERGROUND STRUCTURES AND UTIUTIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS FOR THE BENEFIT OF THE CONTRACTOR. THE DEPICTION OF UTILITIES SHOWN ON THESE PLANS DOES NOT CONSTITUTE A GUARANTEE OF THEIR EXACT LOCATION, DEPTH, SIZE, OR TYPE. EXACT LOCATION, DEPTH, TYPE AND SIZE SHOULD BE VERIFIED BY POTHOLING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND/OR OVERHEAD STRUCTURES AND/OR UTIUTIES WHETHER OR NOT THEY ARE SHOWN HEREON. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPR/A TE SPEC/FICA TIONS AND AT THE EXPENSE OF THE CONTRACTOR. 2. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES PRIOR TO START OF WORK. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 2B5 2BO 2B5 ?Bl}_ 81.DG 1 BLDG 81.DG,j '? BLDG 81.DG 5 " • <l . C' . •. 5 -_-.d. ", " " <1·,:i ,,,.__ . ' i PVQ ~~• o • . ' ' . ~. ..... ~~u -, ;::::.., ro -;::: .ro. • •• ~-~:::!:::=ji==t,-.,[ 4. 1-t")F"\>..i-\t\,>'1-l-l'"l+-1 -1----+-i ' +--t--1 " -+-t-i -+-t-i -+-t-i A ..,_ I. ,__, l:-✓• / l _;L/ -/ I /-l. --+-1 ._---,--,,•30 -~ ,__,,,., --1-1, __,:-\r~~ --+-,-1 ll'+--+--1 • •· 1 4 • " I ·21 .. DEMOLITION NOTES -----Q) ~· _"_',~I ® @ © ® © (J) l+H \+I@ ® @ ® @ @ I • ,, ~~{is,,/-.,:___,, j · ~ \ \ NOTE: DEMOLITION OR REMOVAL OF ANY /RR/GA TION OR GAS, ELECTRICAL, COMMUN/CATION OR OTHER 'DRY' UTILITIES IS SHOWN ON OTHER PLANS. UTILITY DEMOUTION WORK COVERED BY THIS PLAN IS LIMITED TO SEWER, WATER, AND STORM DRAIN. *ELEVATION NOTE* ALL ELEVATIONS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVATION SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 \£ 81.DG 81.DG 81.DG { -1----+~,fJ -1----+-i -1-+-i -1} ' -Ir +--t-,11 Oh·' .\--1---\ ~~~ - " • " " • " t 7 30 LEGEND --SI}---EXISTING STORM DRAIN --S EXISTING SEWER --W EXISTING WATER --E EXISTING ELEC --C EXISTING COMM --U UNKNOWN UTILITY 15 0 30 60 SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: DATE INSPECTOR DATE 90 fSHml CITY OF CARLSBAD ISHEETSI 1----+----+----------------+----11----+----+-----1 L__j ENGINEERING DEPARTMENT l----+----+----------------+----11----+----+-----I 1----+----+----------------+----11----+---+-----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+----+------------+---+----+---+----t GR2O24-OO14 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: JASON S. GELDERT 1635 Lake San limns Drive, Suite 200 r._ e,.,,,,,tt 1,,,. San Marcos, CA 92078 1----+----+----------------+----11----+----+-----1 E-N-GIN_E_ER-IN_G_M~A,-NA-G-ER--R-CE_6_3_9_12_E_XP_IR_ES_9_3_0_26 DATE P: 760-144-0011 ~;;;:;::~::::::::;:;;;;:;=~;:::::::=:::::::========:-;:=====~ SAN DIEGO . KASHVILLE . PHOENIX . ORLANDO 1--~0A~lE~.......,1N=ITl~AL,-+----------------+-0-A-1E--1e-1-Nl-llA-L-+--0-AlE--+-IN_lll_A_L_, DWN BY: .A=R~H__ PROJECT NO. DRAWING NO. DATE:2/27/2025 5:30:DJ PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: -J.-e-- FILE:C:\Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:9:J2:: Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-172_GP03-DP.dwg PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 ~ NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 127 .0 , FS 8%J/ I I (i.4%) ~ /2 I I NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN I ... ... I I 273.62 TC 273 ~ I 1--:::,....,_C' I ~ I I SURFACE LEGEND \ (269.83 FS) \270.25 FS (0.2%) QJX EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE 268.25 TC (268.17 FS MATCH "''1?8.52 TC (21i'8.02 FS) MATCH 268.46 TC (267.96 FS) MATCH --~·"'i_·. .. ' 268.58 I<, (268.08 ($J MATCH . . ~ ~-+ -f-'1,'o + 5/+ r'> *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 269.17 TC (268.67 FS) MATCH 0 ~ 21 0 '\ ... ... ..,.C' f"> ~ 269.85 FS ~I .94 F9i A) ~ ~ ""-... .............._ ..... ~ ..... .............._ ..... .............._ ..... "" ... ... " ... ... ..,.C' ~ f"> ~ 270.99 FS 272. 6 FS "' ~1 -2 271.07 ~ A) 21 FS CONSTRUCTION NOTES ltt-+--.J G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I; · I @ 6"PCC WITH#4REBAR@18"O.C.EACHWAYOVER =~~~ 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [: r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (J) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @) EXISTING UTILITY TO REMAIN, PROTECT IN PLACE I / / /I @ SEAT WALL PER DSA PLANS I "' ... "' ... I l + · .. +1 +-: :., .·:_,4 > ·;' @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) @ 5" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SOILS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 10 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE 30 fSHml CITY OF CARLSBAD ISHEETSI 1----+-----+----------------+-----11-----+----+-------1 l__J ENGINEERING DEPARTMENT t---+-----lt-------------------+----+---1----t-----t 1----+----+----------------+-----11----+---+-----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+-----+-------------+---+---+---+-----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: APPROVED: r.;,,., e~u 1.~ C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1---+-----11------------------+---+---1----1-----1 JASON S. GELDERT • San Marcos, CA 92078 P: 760-144-0011 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. DA TE: 2/27/2025 5: 30: 32 PM BY:MIKE.HADA REVISION DESCRIPTION DWN BY: .A=R~H __ CHKD BY: -,,,-- RVWD BY: /3A PD2024-0012 548-4A FILE: C: \Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY OTHER APPROVAL CITY APPROVAL FILE NAME: 24-172_GP05-GP.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 250 -------- 268.58 TC- (268.08 f'})' MATCH 255 260 V 269.17 TC (268 67 FS) MATCH ..JJ6.54' =-- SJ9'20~W 265 ------------------------------ .,,.c> 269.85 FS -- ---------- ... .,,.c> 270.99 FS ii 271.07 115 -- 265 260 250 245 240 -------------- ------P'---"' ------------------- --------------------------------- NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN A TT A/NED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 ---------------- NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN SURFACE LEGEND \ (269.83 FS) \210.25 FS (0.2%) Q,1£ EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE ... .,,.c> 272. 6 FS B'/ -2 2.21 FS - 270 ---------------------- 0 ---------------- *ELEVATION NOTE* ALL ELEVATIONS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVATION SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 ... ... ... f, '? 1 I - -------------- .,,.c> 273.26 FS - 5 F --,<) ~ -270 265 260 255 250 245 240 CONSTRUCTION NOTES G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) I~ ® ~~~f g;!~;~¢:D";'.~· 1~~~RR1:~~7~i~b~~~;fgN OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I · 1 @ 6"PCC WITH#4REBAR@18"O.C.EACHWAYOVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [: r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HEAVY TRAFFIC/FIRE LANE) l/.·.·.·.·.·/j ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS ~ (J) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS f / / / / I @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @) EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @ RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. l>K·,:J)<j @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) [~ -+'·+ -+'·I @ 5"PCC WITH#4 REBAR@ 18"0.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SOILS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 -------------------- 10 -------------------------------------- 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP.---- REVIEWED BY: INSPECTOR 30 DATE DATE fSHml CITY OF CARLSBAD I SHEETS I 1----+----+----------------+----<>----+----+----1 L__j ENGINEERING DEPARTMENT t----+----+-------------------+----+---+----+---1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+----+------------+---+---+---+----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1----+---+-------------------+---+---+---+---t San Marcos, CA 92078 P: 760.144.00!I SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL DA TE: 2/27/2025 5: 33: 3.:3 PM BY:MIKE.HADA FILE: C: \Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FILE NAME: 24-172_GP05-GP.dwg APPROVED: ENGINEERING MANAGER DWN BY: .A=R~H __ CHKD BY: ---,~- RVWD BY: /'tr- JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 DATE PROJECT NO. DRAWING NO. PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 ' ' ' NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 .-.. .-,• .. · ... ---_ . .. ,·_". • i{~·rs:.'.. (272. 78 FS) -<€> !}) -0,/ , 272.57 FS ~ ..... :~· ,'. •• · ,'. .62 FS •• • •. :·:.· 2~i '6.f NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN 270.43 TC (269.93 FS) MATCH 269.88 TC (26 p.38 FS) /,/A TCH SURFACE LEGEND \ (269.83 FS) \270.25 FS (0.2%) Q,1£ EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE 0 272.78 FS 272.71 FS 0 0 0 Oo 0 *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 ... ''>< 270.25 FS MATC ' ... ... 271. 19 FS MATC LII.OL co ATCH CONSTRUCTION NOTES (j) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) • ltt-+--.J @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) 271.90 S ATCH 271.30 FS %MATC FS T • >1 ... 271.27FS·· -·. i~ • : +~.- ~-~--;·-~V ' , 271.37 FS \ 12Z I ; ·. · 1 @ 6" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER =~~~ 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [ r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS I/ 7 :a I"' ... "' ... I (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (J) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @) EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) @ 5" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SOILS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 10 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE 30 fSHml CITY OF CARLSBAD ISHEETSI 1----+-----+----------------+----11----+----+-----1 l__J ENGINEERING DEPARTMENT t---+----lt-------------------+----+---1----t-----t 1----+----+----------------+----11----+---+----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+-----+-------------+---+---+---+-----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: APPROVED: r .... e=u1,,,., C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1---+----11------------------+---+---1----1-----1 JASON S. GELDERT ' San Marcos, CA 92078 P: 760-144-0011 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. DA TE: 2/27/2025 5: 32: 15 PM BY: MIKE.HADA REVISION DESCRIPTION DWN BY: .A=R~H __ CHKD BY:~~- RVWD BY: .&i. PD2024-0012 548-4A FILE: C: \Users\mlke.hada.SWSENGINEERING\OC\ACCDocs\SWS Englneerlng\2024\Pra)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY OTHER APPROVAL CITY APPROVAL FILE NAME. 24-172-GP0S-GP.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 + .· +· --r 't + +·. . . + .. + +- + ·.· +·· + 271.25 FS MATCH 271.30 FS ~MATC 271.37 FS ·+ ... · -~-~ '.~_ .. '·:, ··+, 272.36 FS ATCH 271.18 FS ATCH 1.30 FS TCH .21 FS 271.21 FS \ NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 "' C271.33 FS) ~ ~ \ NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN \ SURFACE LEGEND \ (269.83 FS) \210.25 FS (0.2%) Q,1£ EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE \ / 270.77 FS ATCH *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 CNPY BLDG BLDG , 0 \ CONC "'(271.08 FS) 271.06 FS MATC \ 271.04 FS MATC BWG 271.04 FS BLDG \ \ 270:75 FS • • (270.66 FS CONSTRUCTION NOTES ltt-+--.J G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I. · I @ 6"PCC WITH#4REBAR@18"O.C.EACHWAYOVER =~~~ 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [: r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS 17 7 ;J I "' ... "' ... I (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (J) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @ EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) @ 5" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SOILS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 10 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 30 fSHml CITY OF CARLSBAD I SHEETS I 1----+-----+----------------+----11----+----+-----1 l__J ENGINEERING DEPARTMENT t---+----lt-------------------+----+---1----t-----t 1----+----+----------------+----11----+---+----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+-----+-------------+---+---+---+-----t GR2O24-OO14 :::=::::::::::::::::::::::::::::::::::===============: APPROVED: r.,,.,e-ttf4 C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1----+----11------------------+---+---1----1-----1 San Marcos, CA 92078 P: 760-144-0011 JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. DA TE: 2/27/2025 5: 34: 24 PM BY:MIKE.HADA REVISION DESCRIPTION DWN BY: .A=R~H __ CHKD BY=-~- RVWD BY: )9Jb PD2024-0012 548-4A FILE: C: \Users\mlke.hada.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2D24\Pra)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY OTHER APPROVAL CITY APPROVAL FILE NAME. 24-172-GP0S-GP.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 '---'.. ~ C UT/LS . . I ·. :: .. :: .:::.~. ..... ; .. ; ; f.,; ; .. .... ~ 1.,, .. . . . ,~~ .. P½s l ... NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HA VE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 .. t . NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN 274.62 Fl. CONC 0 C C SURFACE LEGEND \ (269.83 FS) \270.25 FS (0.2%) Q,1£ EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE CONC s C C S-c BLDG *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 26 274.45 TG s DIRT CONC 274.12 Fl. 275.14 TC \IH -~_£ \ (/) re \ (/) s s CONC CONC BLDG '-'---.:_ UH 273.90 FS MATC CONC 273.87 FS 273.84 FS MATC '-'---.:_ '-'---.:_ ................................... ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· -·~··· . .,.___ . . . . : :-: :-: :-::::-s; . 2 4.38 FS .ATG/r' _) • 7-1 " '-'---.:_ • ............................... • ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ;;;· ;;; ···~·· ........................... ·-·~· .· ... ·~-... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... .. ... .. ... .. ... .. ... .. ... ·o: .. . . .. . . .. . . . .. . . .. . . . .. . . .. . . . .. . . .. . . . .. . . .. . . . .. . . 272.49 FS 7 __....,_____,,.,,.--,, PLAYGR( AR£A 274.JO TC (274.30 FS MATCH CONSTRUCTION NOTES lrt-+-..J G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I ; · I @ 6" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER L"-"---'-~.;__J 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [. r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS 17 7 ;a I "' ... "' ... I (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (j) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @) EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. l>K·.:.~)<] @ 4"AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) [~ + ,i, + I @) 5" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SO/LS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 10 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 30 fSHml CITY OF CARLSBAD ISHEETSI 1----+-----+----------------+----11-----+----+-----1 l__J ENGINEERING DEPARTMENT t---+-----<t-------------------+----+---1----t-----t 1----+----+----------------+-----11----+---+----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+-----+-------------+---+---+---+-----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENG[NEERJNG e LAND PLANNING • SuRV~'Y[NG 1635 Lake San limns Drive, Suite 200 1---+----11------------------+---+---1----1-----1 San Marcos, CA 92078 P: 760-144-0011 SAN DIEGO -KASHVILLE -PHOENIX -ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL DA TE: 2/27/2025 5: 33: 513 PM BY:MIKE.HADA FILE: C: \Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FILE NAME 24-172-GPOS-GP.dwg APPROVED: r .... e=u1,,,., ' ENGINEERING MANAGER DWN BY: .A=R~H __ CHKD BY: -~- RVWD BY: J'tR-,, JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 DATE PROJECT NO. DRAWING NO. PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 VEG >7J.B9 FS • · - 1 . .-. .·\. < < : . . . . · ... ·:, ',. .. • .. • • :ltc;;:;;-,,.,, 7 - PLAYGROUND AREA SD - NOTES: NS SHOWN ON THESE 1 THE PAVEMENT SEC!~y FINAL PAVEMENT • PLANS ARE PRELIMI DETERMINED ONCE SECTIONS SHOULD BES HAVE BEEN ATTAINED SUBGRADE ELEVATION ON SUBGRADE SAMPLES AND R-VALUE TESTING HAS BEEN PERFORMED. D: \DRAWING FILES\ TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 01/05/16 • -/ . II II 11,-- :::::2::· 7. z _ 7', z / / / 274. FG 1/ / /274.9 //// // / -./ / , ~~///////// ////////////~ ,,.,,.: ;,m / ?'"" / / / ;-/ / / / / / / / / / / / / / / / / / / j / / / / / l , / I '/ / / / / / / / / / / / / / / / / ,x----7~ / / / /// / / / / /, ~ s-01- 1 - 1 \!1~·,:;;.,,£ / / / / / / / / /\ / / / / / / / / / / / / / / / 1 / / / / / / /////////////////// //////// ~7' ///// 1,,-/ / / / / / / / / / \/ / / / / / / / / / / / / / / / // / / / / / / / \ ;/.:,SL / / / / ~ 1-r-/ / / / / / / / / / r / / / / / / / / / / / / ///I///// //////////{//////////// / /////// //////////~///////////////// /////// 1/ / / / / / / / / / Yi\ / / / /rNo :MANX•~~ / / / / / / / / t / / / s,,/ / / / / , • ., . ' ,., '\ / / / / / / / / / / /\ / / / /i'""""" / / / / / / / / /// / / / / / / / ~ //////////////////////////(//////////--1 \ / / / / / / / / / / / / / / / / / / / / / / / / ,/2 / / / / / / / / / / / / /q \ ;:,/" 7 / / / / / / I / / / / / / / / / / / / / f / / / / / / / / / / / / /1 / / / / / / / / / / / / / "-/4 / / / / / / / / /// / / / / / / / / / / / /,,,,,{ ) \ ""' V / / / / / / / / / / ,,,. r / 7~rr ------.z / / / / / / / / / / / / : 1 , r / / / / / / / / / / /./ . -----.:: ....... / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /\/ / / / / / / / / // / / / / / / / / / / / / / / .~ J, / / / / / / / / / / / ( / / / / / / / / / / / / / / / / , ·--..,,,. / / / / ,11 / / / / / / / / / / / j,, / / / / / / / / / / / / / / / / / / / / , ~ / _qi, ~✓////////!/////////)///~ ////////// Cl ·~· //////~////////~////////// ///// ////y// ------.:: //////////(///////////// XY~~}///////\ /////////////////////// • ---soc. _--.,,:· -~,,,/--_/ ---(so/ / / / ;( / / / / ,I/ / / / / / / / / / / / / / / / / / r-....,, ~ ....... 1/---/,,,~ / / / / 1/ / / / / / / / /!J' / / / / / / / /,,,(,, ///// -~ ///// / /////////////// / SURFACE LEGEND *ELEVATION NOTE* NOTE: ARE BASED ON SWS ENGINEERIN~, !"~'~; e LAND PLANNING C1vu.. ENG!NEERJNG ' s ' 2QQ 1635 Lake San limns Dr!Ve, mte UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN \ (269.83 FS) \270.25 FS EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE ~~1vo~%v~;°-,f lL~~~M. TO CONVERT TO NGVD29: NA \IDBB) -2.260' ELEV (NG\/029) = 7~E~R~CKETS [I.E. 260} • C. San Marcos, CA 92078 P: 760-144-0011 PHOENIX . ORLANDO SAN DIEGO • KASHVILLE • DA 1E INITIAL QJK \:Z024\Pro)ect DA TE: 2/27/2025 5: :~~!-~::ENBG~~~~~:t~tC\ACCDocs\SWS Englneerlng FILE: C: \User~~~~\conslruct\GP-CITY Fll~s\24-172'4-in GP05-GP.dwg FILE NAME. - ENGINEER OF WORK REVISION DESCRIPTION 273. 0 DAlE INITIAL OTHER APPROVAL CONSTRUCTION NOTES 8" CEMENT TREATED "AC OVER 4" AB MIN. OVER ~LAT/VE COMPACTION I I (j) ;OIL COMPACTED TO 10~~ =ECOMMENDATIONS '-"---OR PER SOILS ENG/NEE (PLA y AREAS) " CEMENT TREATED 4" AC OVER 5" AB MIN. OV;RR::LA TIVE COMPACTION I~ ® so1L co~6~~T;i:,i;~~-~ RECOMMENDATIONS ~~~ TRAFFIC/FIRE LAN:~ .. 0 C EACH WAY OVER r;,, 6" PCC WITH #4 REBAR@ NT TREATED SOIL I ; • • I \:V 4" AB MIN, OVER 18~~E,:~TIVE COMPACT/ONC~~OR COMPACTED TO 10 'S RECOMMENDATIONS. ' PER SOILS ENGINEE~N AND DETAILS PER FINISH, JOINT p~ TJ:zANS (HARDSCAPE) ARCHITECTURA EACH VV.:A y OVER 18" 0 C ' 'f"'-:L7 © 7" PCC WI NO. 5 BA~~~ENT TREATED SOIL, OR [ LJCl ~~~P~~T~;'~~ :~o~.:~1:c~';;M~~~=~l~~~-NCOLOR, PER SOILS ENGINE~RN AND DETAILS PER FINISH, JOINT PATT, S RCHITECTURAL PLAN ;HEAVY TRAFFIC/FIRE LANE) DANO OVERLAY 1-· •••• // ••• J ® 2" MIN. AC GRIN NOUT PER UTILITY PLANS ® CATCH BASINl~;Hc~: DETAIL 10 SHEET 17 c:::=== (J) CONCRETED ER DETAIL 9 SHEET 17 @ RIBBON GUTTER p ING PER DSA PLANS URB WITH RAIL ® CONCRETE C NON-INFILL) PER DETAIL 8 ,.-.-~~ ·I @) SYNTHETIC TURF (FIELD - f / / / / 1 SHEET 18 URB PER DETAIL 10 @ SYNTHETIC TURF PERIMETER C SHEET18 ADJUST TO GRADE @ EXISTING UTILITY, PROTECT IN PLACE TY TO REMAIN, @) EXISTING UT/LI r..\ SEAT WALL PER DSA PLANS PLANS I/ 7 ;J l.lY GATEPERDSA !<C\ 3.5' MIN. FENCE OR NS ".:!I MES PER DSA PLA @) TRUNCATED DO E AND WHEEL STOPS PER @ ADA STRIPING, SIGNAG DSA PLANS EXISTING RAMP PER DSA @) RAMP HANDRAILS FOR PLANS DETAIL/ SHEET 19 (IMP-1) ION BASIN PER ' "' I @ BIOFILTRAT TRUNCATEDDOMES I "' ,,. ,,. M()' PASSENGER LOADING ZONE AND '€!I PER DSA PLANS PER SDRSD G-02. SEE "TYPE 'G' CURB & GUTTER TTER SLOPE SHALL BE @ gETAIL 4 SHEET 18. M~::~T PASSENGER LOADING 2% MAX IN ANY DIRECT ZONE. 12 .. NATIVE SOIL r,;;;,, 4" AC OVER 15" AB MIN.E~~~E COMPACTION OR PER l>K<+'.XJ le/ COMPACTED To ~5% :coMMENDA TIONS (HEAVY SOILS ENGINEERS R TRAFFIC/FIRE LANE) EACH VV.:A y OVER @18"OC [~ -I' + -F I @ ~;:.'~T~:~1;:L Rcig~:~g~~ j,;1~;i~E~~SLA TIVE ~~~;i~~iiA~~1l~~.~~~~O:Es~~o~a~~': DAlE INITIAL CITY APPROVAL CLAYEY, THE UPP OILS HAVING VERY LOW T ~~i:.~;gN w,;~~:NTIALE~ ;,~~sci;:~~iioN. COLOR, COMPACTED TO go~R: AND DETAILS PER FINISH, JOINT PA TT ~S (HARDSCAPE) ARCHITE~ET~:~:ER ARCHITECTURAL PLANS @ CONCRE,, DETAIL 23/AS502 RAL PLANS 5 CONCRETE CURB PER ARCHITECTU @ DETAIL 9/AS5o3 ET 18 DRAIN PER DETAIL 9, SHE lo?. TRENCH , le!/ ,o 1) 10 5 0 10 20 30 SCALE IN FEET GRAPHIC SCALE "AS BUILT ,, RCE EXP. DATE REVIEWED BY: DATE INSPECTOR D Y OF CARLSBA I SHEET I cr1NGINEERING DEPARTMENT I SHEETS I GRADING PLANS FOR: GR2024-0014 APPROVED: l½ &w-a«.fn1- ENGINEERING MANAGER OWN BY: ARH CHKD BY: /9::p._ RVWD BY: JASON s. GELDERT 30 26 DATE RCE 63912 EXPIRES 9 DRAWING NO. PROJECT NO. PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 0 3- \ I (fJ I 271.06 FS MATC 0 271.04 FS MATCH 81..DG \ \ NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 A H 271.04 FS 81..DG NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN \ \ CONC SURFACE LEGEND \ (269.83 FS) EXISTING SURFACE ELEVATION \ 270.25 FS PROPOSED SURFACE ELEVATION (0.2%) EXISTING SLOPE ~ m PROPOSED SLOPE CONC 270.69 FS MATC FENCE /j *ELEVATION NOTE* ALL ELEVATIONS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVATION SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 270.26 FS MATC ............................................ ,. .......................................... I G ;l ··. /4 270.41 FS ATCH 270.48 FS ATCH BLDG 270.52 FS MATC ~~·· . ·\ .• ..... r1; •. · ... i·.•.· .. •·.;·,.g~:.t.·••·. • .. •• ·. . . .. . I 'l-. .·. 210·14:-rfr1 / •• • ~ ~ i •·· : r.; """''11 ~ (3.8%) -----<:· '.::bl,1/i :1) 6 269.69 TG I ~c 81..DG SD /Nl£T Lfi' (269., A s ~ D ----(269.58 FS~ ;;;;;-_ MATC, CNPY SD (~ \ \ 269.40 FS MATC 269.33 FS MATC UTILS 269.14 FS )( CONSTRUCTION NOTES ltt-+--.J G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SO/LS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SO/LS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I. · I @ 6"PCC WITH#4REBAR@18"0.C.EACHWAYOVER =~~~ 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SO/LS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) [: r559 © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SO/LS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS 17 7 ;J l + •. +1 +··•·,··:_,_;b> ·;· (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (J) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @ EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) @ 5" PCC WITH #4 REBAR@ 18" O.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SO/LS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SO/LS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SO/LS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 10 5 0 10 20 ----- SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 30 fSHml CITY OF CARLSBAD ISHEETSI 1---+----+----------------+---t----+----i-----i l__J ENGINEERING DEPARTMENT 1---+---t-------------------;----;---t---t-----i GRADING PLANS FOR: sws ENGINEERING, INC. 1---+----+----------------i---;-----r------i GR2O24-OO14 :=:================================ C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1---+---t-------------------t-----t---t---t-----i San Marcos, CA 92078 P: 760-144-0011 SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL DA TE: 2/27/2025 5: 29: 5!5 PM BY:MIKE.HADA FILE: C: \Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FILE NAME. 24-172-GP0S-GP.dwg APPROVED: JASON S. GELDERT r..,., e~u 1.~ • ENGINEERING MANAGER DWN BY: ARH CHKD BY: RVWD BY: --,)""'9::p..,- RCE 63912 EXPIRES 9 30 26 DATE PROJECT NO. DRAWING NO. PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 . . . . . . . . . . . . . . . . . . . . .,.:._· / •. • . .-. :. _-':. : .... '.' .. '. i.iAi SLOPE SHALL iJ£ N • • • 14 AN.Y DIRECTION IN OPE,• '////~// V///~///////~///// ··c ///////////////1// <,, /// ///////////// • "':.~ / ~o / / / / / / ~ / / / // / / / / / •••• • J!ll / / / / / / / / 7'--/_ ____ / / / / / / / / / / / / / / / / / / / / / /,,,(,, / / / / / / / / / /_ ,✓ 1 I ~~/ //////////// /}////////// // f /////// ~ 1/ i AR£AS · . •. • ...... . ////V///////1/f "••1v1...._____ / / y / / / / / / / / \ /!/ / / ,,.l\I / I ~ ///////.,,///// ,. --;,.____ -------/ / / ov / / / / ////~/////// ,~///// //////////// //////////// ///1///,, -I //// ////)'////////,. /J' ////)///////i~/ i • • ••• / / / / ~ / / / / / / // / /\ / / / / / / ;~~~~~·=• ......... -c~ ... +3 ~ / / / ,,Al / / / / / ry_ / / ~/ / / / / / / / ••• NO!f:;MAX/SLDlt=~ • / / / / / / / / / / / / \/ / / / / / / / •• 1·48 IN ANY "' .... · .... ·. ·. . • •. • ... • .. AR£AS• • • • • •• • · ·· · · · ··. ////////////////,,,,, //////////////// //////////////// ········•~······· ••••••••••• .. ~ ·•~ .. 269:ir4Fs • .. • ///////////// <MATCH • / / / / / / / ~.,.RF/-.; =i ~__{ • • • • • • '"i;ife ~ / //~---:,.-.~ ~ / ,!f / / / /\ 1 / / / / / / / / / / / / / ,J _______ / / ~,[~'J'// -l----:~-'~,~i A.r-,.--. ;~ / ~i~,.,~,:; // / ;,,,/ /; ~;;;;;;;;;;;;;;;; / /; .• •. ~;:f!i L ~/ / f' / / / / / / / / / / / / / / / / / / / / 1/J / / / / / / / / / /,n,,( v, //////////..~ b!:6[;;-9. 7 FS) I! SO "'° 269.58 FS --MATCH C269. 3 FS) CN'ir--so I SD INLET (~ \ \ 269.14 FS X 269.40 FS MATC 269.33 FS MATC -.,._ \ NOTES: SHOWN ON THESE 1 THE PAVEMENT SE7Jl~~s FINAL PAVEMENT • PLANS ARE PRELIM ETERMINED ONCE SECTIONS SHOULD B~~ HAVE BEEN ATTAINED SUBGRADE ELEVATIO N SUBGRADE SAMPLES AND R-VALUE TESTING 0 HAS BEEN PERFORMED. D: \DRAWING FILES\ TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 01/05/16 ··•~-· • V / /,,/ / / /"'A_/ / / / / / / / / / / / "'" / / / / / / / /,,.~ ~ i / / l, )\/ / / / / / A / / / / ~~f •-/ / / / / / / / / ; ,1/ / / / / y / / / / )~ / / / / / / / / / / / / / / / /2, i i {y fil/ / / / 7---,.,;¾ / / / \/ / / / / ~ / / / / / / / / / / 269.29 rs NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN /////x ////// //y\////~~6 / / / / /'I, 0 / / / / / /2,, / / _/\ L_/ ,/ / PM"-"-AT--yc,~~ 269. FS~ SURFACE LEGEND EXISTING SURFACE ELEVATION \ C269.83 FS) PROPOSED SURFACE ELEVATION \270.25 FS ' *ELEVATION NOTE* ARE BASED ON ~~1vo~%v~;°-,f lL~~~M. \ SWS ENGINEERIN~, !"~'~; e LAND PLANNING C1vu.. ENG!NEERJNG ' s ' 2QQ 1635 Lake San limns Dr!Ve, mte • C. San Marcos, CA 92078 P: 760-144-0011 PHOENIX . ORLANDO SAN DIEGO • KASHVILLE • DA 1E INITIAL /Yi Vi 7 2il .62 FL 270,. FL FL 7118 /FL EXISTING SLOPE PROPOSED SLOPE TO CONVERT TO NGVD29: NAVDBB) -2.260' ELEV (NGVD29) = 7~E~R~CK£TS [I.£. 260} \:Z024\Pro)ect DA TE: 2/27/2025 5: :02~:.~:s~N~~~~~~NHG~~\ACCDocs\SWS Englneerlng FILE: C: \User~~~~\conslruct\GP-CITY ENGINEER OF WORK REVISION DESCRIPTION Fll~s\24-172'4-in GP05-GP.dwg FILE NAME. - 72.19 ;: ;: f /; I J DAlE INITIAL OTHER APPROVAL 0 ff I CONSTRUCTION NOTES 8" CEMENT TREATED AC OVER 4" AB MIN. OVER ~LAT/VE COMPACTION I (j) ;o,L COMPACTED TO 1oi~ ;ECOMMENDATIONS OR PER SO/LS ENG/NEE (PLA y AREAS) "CEMENT TREATED 4" AC OVER 5" AB MIN. OV;RR::LATIVE COMPACTION lf'ff5-P.j ® SOIL COMPACTED TOE1Eoi.~ RECOMMENDATIONS ·-SOILS ENGIN ~~~ TRAFFIC/FIRE LAN:~ .. 0 C EACH WAY OVER I•···... • • •1 @ 6" PCB~,:11;;:;~ ~~?~::NT TRE. EcAii~:g;7oN OR ""'· ~-• b~~PACTED TO 100%. R~~1~~MENDATIONS COLOR, PER SO/LS ENG/NEE~! AND DETAILS PER FINISH, JOINT p~ -r::tNS (HARDSCAPE) ARCHITECTURA • O C EACH WAY, OVER © " CC WI NO. 5 BARS @ 18 • .EA TED SOIL, [ r±9 4 ~~~p~~Ti';'~~ :~~~~~!i~;M~~~=~/~~~-NC~~OR, PER SOILS ENGINE~~! AND DETAILS PER FINISH, JOINT p~ -r;:~NS ARCHITECTURA (HEA W TRAFFIC/FIRE LANE) D AND OVERLAY I-./ •••• /.·.J ® 2" MIN. AC GRIN NOUT PER UTILITY PLANS ® CATCH BASINl~;Hc~: DETAIL 10 SHEET 17 ~ (j) CONCRETED ER DETAIL 9 SHEET 17 @ RIBBON GUTTER p ING PER DSA PLANS URB WITH RAIL ® CONCRETE C NON-INFILL) PER DETAIL 8 ,--.-~~ ·I @) SYNTHETIC TURF (FIELD - f / / / / 1 SHEET 18 URB PER DETAIL 10 @ SYNTHETIC TURF PERIMETER C SHEET18 ADJUST TO GRADE @ EXISTING UTILITY, PROTECT IN PLACE l.n EXISTING UTILITY TO REMAIN, ~ ER DSA PLANS I / / ;J @ SEAT WALL :CE OR GATE PER DSA PLANS @) 3.5' MIN. FE S PER DSA PLANS @) TRUNCATED DOME AND WHEEL STOPS PER @ ADA STRIPING, SIGNAGE DSA PLANS EXISTING RAMP PER DSA @) RAMP HANDRAILS FOR PLANS DETAIL/ SHEET 19 (IMP-1) ION BASIN PER ' "' I @) BIOFIL TRA T: TRUNCATED DOMES I " ,,. ,,. M()' PASSENGER LOADING ZONE AND 'e!I PER DSA PLANS PER SDRSD G-02. SEE "TYPE 'G' CURB & GUTTER TTER SLOPE SHALL BE @ gETAIL 4 SHEET 18. M~::~T PASSENGER LOADING 2% MAX IN ANY DIRECT ZONE. 12 .. NATIVE SOIL Mo\ 4" AC OVER 15" AB MIN.E~~~E COMPACTION OR PER l>K·:+:x.J 1e1 COMPACTED To ~5% :coMMENDA TIONS (HEAW SO/LS ENGINEERS R TRAFFIC/FIRE LANE) EACH '"AY OVER 18"0C "' [~ 'I'.+ -F I @ ;;:.'~/::~1;:L Rgg~:~g~~ j i~;i~E~~SLA TIVE ~~~:;i~~iiA~~~lR::..~~~~~D:Es~~o~a~~i: CLAYEY, THE UPP OILS HAVING VERY LOW T ~~i:.~~gN w,;~~:N;IALE~ ;,~~sc1;:~~iioN. COLOR, COMPACTED TO 9o~R~ AND DETAILS PER FINISH, JOINT PA-r;:~NS (HARDSCAPE) ARCHITE~ET~:~ PER ARCHITECTURAL PLANS @ CONCRE,, DETAIL 23/AS502 RAL PLANS 5 CONCRETE CURB PER ARCHITECTU @ DETAIL 9/AS503 18 DRAIN PER DETAIL 9, SHEET roo\ TRENCH , le!/ ,o 1) 10 5 0 10 20 30 SCALE IN FEET GRAPHIC SCALE "AS BUILT ,, RCE EXP. DATE REVIEWED BY: INSPECTOR D y OF CARLSBA I SHEET I cr1NGINEERING DEPARTMENT DATE I SHEETS I GR2024-0014 APPROVED: JASON s. GELDERT r .... e,.,,,,,tt b .. 30 26 DATE DAlE INITIAL DWN BY: ARH CHKD BY: .BR RVWD BY: RCE 63912 EXPIRES 9 DRAWING NO. PROJECT NO. CITY APPROVAL PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 \ \ BLDG BLDG U11LS 26B.00 TG 6 -so __ so u•mnL-- NOTES: 1. THE PAVEMENT SECTIONS SHOWN ON THESE PLANS ARE PRELIMINARY. FINAL PAVEMENT SECTIONS SHOULD BE DETERMINED ONCE SUBGRADE ELEVATIONS HAVE BEEN ATTAINED AND R-VALUE TESTING ON SUBGRADE SAMPLES HAS BEEN PERFORMED. D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 \ 288.66 FS l . ,( \ .. • ••. •. ··.·.·1 i\:.·.•.•.·. SI) • •••• 288.75}$. ·'io·. UQ~~/--·-· ·:r-·_·_/_i '-"'""""7---'-"" "'· )(------- ..+-~~74~FS~ X------- X BLDG <I' \ \ \ <I' \. ~ ~ <I' \ \ \ <I' BLDG \ \ I \ faHc (g ...,....__ ~ ,/ -,¢.~~ •• • ... · .. •··'SJ .•. • .. SD INLET SHED CONC 15 j & ~ -I 15 81 I I L I f I IL I I IL I IL IL IL IL IL IL IL I IL I ,j L so-- ~/\~ / U11L --0 IL IL 268.B F~.....__ 268 --,, __ k. / CONC 1Lf IL '1 IL fo- ii /IL I IL IL IL .....__ .....__IL IL IL IL IL I IL IL IL IL I IL IL IL I IL IL IL IL IL IL IL IL IL IL I IL I IL IL L IL IL .!IL IL I IL IL IL I 268.8 FG J IL IL I IL I IL I J I [i 70.1 FG 68.8 FG I 15 I 1/ I /; I /, f _,, I CONSTRUCTION NOTES ltt-+--.J G) 3" AC OVER 4" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (PLAY AREAS) @ 4" AC OVER 5" AB MIN. OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) I. · 1 @ 6"PCC WITH#4REBAR@18"O.C.EACHWAYOVER ~~~~ 4" AB MIN, OVER 18" CEMENT TREATED SOIL COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER 17 / :a I "' ... "' ... I ARCHITECTURAL PLANS (HARDSCAPE) © 7" PCC WI NO. 5 BARS@ 18" O.C. EACH WAY, OVER 4" AB MIN, OVER 18" CEMENT TREATED SOIL, COMPACTED TO 100% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HEAVY TRAFFIC/FIRE LANE) ® 2" MIN. AC GRIND AND OVERLAY @ CATCH BASIN OR CLEANOUT PER UTILITY PLANS (j) CONCRETE DITCH PER DETAIL 10 SHEET 17 @ RIBBON GUTTER PER DETAIL 9 SHEET 17 ® CONCRETE CURB WITH RAILING PER DSA PLANS @) SYNTHETIC TURF (FIELD -NON-INFILL) PER DETAIL 8 SHEET18 @ SYNTHETIC TURF PERIMETER CURB PER DETAIL 10 SHEET18 @ EXISTING UTILITY, ADJUST TO GRADE @) EXISTING UTILITY TO REMAIN, PROTECT IN PLACE @ SEAT WALL PER DSA PLANS @) 3.5' MIN. FENCE OR GATE PER DSA PLANS @) TRUNCATED DOMES PER DSA PLANS @ ADA STRIPING, SIGNAGE AND WHEEL STOPS PER DSA PLANS @) RAMP HANDRAILS FOR EXISTING RAMP PER DSA PLANS @ BIOFILTRATION BASIN PER DETAIL 1, SHEET 19 (IMP-1) @ PASSENGER LOADING ZONE AND TRUNCATED DOMES PER DSA PLANS @ 6" TYPE 'G' CURB & GUTTER PER SDRSD G-02. SEE DETAIL 4 SHEET 18. MAX. GUTTER SLOPE SHALL BE 2% MAX IN ANY DIRECTION AT PASSENGER LOADING ZONE. l>K·,:J)<j @ 4" AC OVER 15" AB MIN. OVER 12" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS (HEAVY TRAFFIC/FIRE LANE) [~ -+'·+ -+'·I @) 5"PCC WITH#4 REBAR@ 18"0.C. EACH WAY OVER 12" NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION OR PER SOILS ENGINEER'S RECOMMENDATIONS. IF SUB GRADE SOILS ARE CLAYEY, THE UPPER 12" SHOULD BE REMOVED AND REPLACED WITH SOILS HAVING VERY LOW TO LOW EXPANSION POTENTIAL (El LESS THAN 50), COMPACTED TO 90% RELATIVE COMPACTION. COLOR, FINISH, JOINT PATTERN AND DETAILS PER ARCHITECTURAL PLANS (HARDSCAPE) @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 23/AS502 @ CONCRETE CURB PER ARCHITECTURAL PLANS DETAIL 9/AS503 @ TRENCH DRAIN PER DETAIL 9, SHEET 18 / cJ:) -._/ -~ 15 I I 268.8 FG/ --268.5 FG CNPY 267.B2 CNPY PLAYGROUND STRUCTURE I I I I I I I I I I I I I I I CNPY --~,,------------~~~~~/ ~ '-I -----... --- x---..::::__ ----:---------><--.... - ;1 CONC Ill )(~..,_ -111-----~ SURFACE LEGEND *ELEVATION NOTE* NOTE: UNDERGROUND UTILITIES SHOWN IN UTILITY PLAN \ (269.83 FS) \270.25 FS (0.2%) Q,1£ EXISTING SURFACE ELEVATION PROPOSED SURFACE ELEVATION EXISTING SLOPE PROPOSED SLOPE ALL ELEVA 110NS SHOWN ARE BASED ON NA VDBB VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 268.4 FG TYPE BF-1 _,, SIZE 5,593 SF _,, _,, _,, _,, _,, OWNERSHIP SAN IIARCOS UNIFIED SCHOOL DISTRICT 10 5 0 10 20 30 ----■---~ SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ISHEETSI 1----+----+----------------+----11----+----+----1 L__j ENGINEERING DEPARTMENT l----+----+----------------+----11----+----+----I 1----+----+----------------+----11----+---+----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+-----+-------------+---+---+---+----t GR2024-0014 :::=::,:::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: 1635 Lake San limns Drive, Suite 200 ,,, n --~,...,~v-M~A~=«...,,,,_,..,~-_____________ _ San Marcos, CA 92078 1----+----+----------------+----11----+----+----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE P: 760-144-0011 ~;;;:;::~::::::::;:;;;;:;=~;:::::::=:::::::========:-;:=====~ JASON S. GELDERT SAN DIEGO . KASHVILLE . PHOENIX . ORLANDO 1--~0A-1E~....,_,1N=IT1-AL,-+----------------+-0-A-1E--1e-1-Nl-llA-L-+--0-AlE--+-IN_lll_A_L_, DWN BY: .A=R~H__ PROJECT NO, DRAWING NO, DATE:2/27/2025 5:35:213 PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: ~ FILE:C:\Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ,,L._J l"--PD2024-0012 548-4A Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-172_GP05-GP.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 't ..--::: 290 285 . lt/H OuHo ~ ..,,. .. ~ ;;:: (") 272.75 TG [270.65 IE] 65 275.01 TG 272.91 IE 66 274.63 TG 72.93 IE ~ / C) ~: ' /(,' 1/ C I CONC II D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 59 [270.67 IE] .... M ------ ct-,.-- • ' 274.45 TG • 65 272.19 IE 272.19 TG Efl§9.93 IE] [270.65 IE] 66 274.23 TG 272.50 IE (/) C BLDG M I I SD PLAYGROUND AREA 1% MIN ~ I (IMPERMEABLE LINER) 54 7-5_ -rG 70:£ ---,, 58 58 i I \ v-@ 19 1% MIN (CEMENT TREATED BASE) I ~-t-----.. ---------- : ~ CONSTRUCT/ON NOTES @ CONNECT TO EXISTING STORM DRAIN @) 48' x48' PRE CAST CONCRETE CATCH BASIN WI PARKWAY GRATE PER DETAIL 3ISHEET 19 (g} 36" x36" PRE CAST CONCRETE CATCH BASIN WI PARKWAY GRATE PER DETAIL 4ISHEET 19 (@) STORM DRAIN CLEANOUT PER DETAIL 11ISHEET 17 @ TYPE 'F' CATCH BASIN PER DETAIL PER SDRSD D-07 @ HEADWALL WINGTYPE PER SDRSD 0-34 @ STORM WATER BIORETENTION BASIN DETAILS PER DETAIL 1ISHEET 19 ® CONCRETE OUTFALL WI RIP RAP SEE DETAIL 12ISHEET 17 @) SEAT WALL PERF PVC PER DETAIL 1ISHEET 18 (@) PERF PVC AT EXISTING BUILDING PER DETAIL 2/SHEET 18 @ PLAY COURT PERF PVC PER DETAIL 3/SHEET 18 @ PERIMETER FRENCH DRAIN PER DETAIL 4ISHEET 18 {g) CENTRAL FRENCH DRAIN PER DETAIL 5ISHEET 18 {§) PERF PVC AT EXISTING PLAY AREA PER DETAIL 6ISHEET 18 @ SYNTHETIC TURF FIELD TRENCH DRAIN PER DETAILS 8/SHEET 18 @ 4" WIDE TRENCH DRAIN PER DETAIL 9ISHEET 18 @ 12" NOS CATCH BASIN OR SIMILAR @8 1 I \ IC•N~rRA_C_T_O_R_T_O~J /i l IS / I \ NOTES .\,.J.---1 ,~RIFY LOCATION __________ _ilJ-i iSl!J i AND IE OF 6" EX SD I 268.45 IE 5 ------• ---5 267.10 IE --- --- c ------r@ s --------t_ Qi CONC FENCE ~ ---5 270.15 TG -i..:::J. ---c---267.98 IE ----c 267.89 TG ---S [2/J5:-72-JE] ----- 0{3 u (/J 5~2~-F ~M~;!J _.> I. I i • .. -) ::.---__ BLDG *ELEVATION NOTE* ALL ELEVA 110NS SHOWN ARE BASED ON NA VD88 VERTICAL DA TUM. TO CONVERT TO NGVD29: ELEV (NGVD29) = ELEV (NA VDBB) -2.260' ELEVA 110N SHOWN IN BRACKETS [I.E. 260} ARE VERTICAL DATUM NGVD29 I --- --- --CNP 50 --- 63 269.31 IE [ID ,--..... ,=<61 ~ 267.94 I I I __ , __ --------...'..I 1. MAINTAIN 1' MINIMUM CLEARANCE AT ALL PIPE CROSSINGS I 1:9 ~-------------------@ __ )_ _____ _ ~ ' l \ -------------I ./ I I I ~; \ I I l!3 I LEGEND --267.25 IE \ I l~---.:-----~--------,~-_(jjj ___ _j_!! _____________ _ llil ----!SO--8" STORM DRAIN PER DETAIL 7ISHEET 17 ----!SO--10" STORM DRAIN PER DETAIL 7/SHEET 17 CATCH BASIN PER DETAILS 6 & 8/SHEET 17 I@ ' r;;;, L!4 ~ -------------- I 1% MIN C1B l (IMPERMEABLE LINER) Q L!4 ~ ------------------- 6 c:n -- 1 1% MIN (C1B) 53 --- f' I I ' , I 1 ,-i' ~' ,, Jf ~: 111 I . \i I ~ ] I i ' I I I I ----!SO 18" STORM DRAIN PER DETAIL 7ISHEET 17 -~SO 24" STORM DRAIN PER DETAIL 7ISHEET 17 - - - - -TRENCH DRAIN - - -PERFORATED PVC 0 STORM DRAIN DATA SEE SHEET 15 - - - - - - -PERFORATED UNDERDRAIN FOR BIOFILTRA TION BASIN --S1 l---EXISTING STORM DRAIN --S EXISTING SEWER --W EXISTING WATER --E EXISTING ELEC --C EXISTING COMM --U UNKNOWN UTILITY 20 10 0 20 40 60 ----■---~ SCALE IN FEET GRAPHIC SCALE "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE fSHml CITY OF CARLSBAD I SHEETS I 1----+----+----------------+------<>----+----+------1 l__J ENGINEERING DEPARTMENT 1----+----+----------------+------<>----+----+------I 1----+----+----------------+-----11----+---+-----1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+----+------------+---+---+---+-----t GR2024-0014 :::=::,:::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: 1635 Lake San limns Drive, Suite 200 T...., e~ttp~ San Marcos, CA 92078 1----+----+----------------+------<>----+----+------1 E-N~GIN~E~ER~IN=G=M=A,aNA~G-ER--R-CE_6_3_9-12_E_XP_IR_ES_9_3_0_26 DATE P: 760-144-0011 ~;;;:;::~::::::::;:;;;;:;=~;:::::::=:::::::========:-;:=====~ JASON S. GELDERT SAN DIEGO . KASHVILLE . PHOENIX . ORLANDO 1--~0A~lE~._,1N=IT1-AL-+----------------+-0-A-1E----<>-1-N1-11A-L-+--0-AlE--+-IN_lll_A_L_, DWN BY: .A=R~H__ PROJECT NO, DRAWING NO, DATE:2/27/2025 5:29:29 PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: -,,I~- FILE:C:\Users\mlke.hado.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024\Pro)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:9:::D-, PD2024-0012 548-4A Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-172_GP14-UT.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 BLDG c; / UTILS • 266.41 TG GRASS ------- --4.....-. ~ fi:Q1'41•w 157.28' STORM DRAIN DATA TABLE SYMBOL LENGTH BEARING/DEL TA RADIUS DESCRIPTION SYMBOL 0 101.04' N49" JO' JI "E -24" HOPE @ (i) 164. 72' N45" 24' 42"£ -24" HOPE § a:i 68.57' N12" 02' 06"£ -24" HOPE @ @ JO. 78' N25" 36' 11"£ -24" HOPE @ @ 108.55' NJ5" 02' 56"W -18" HOPE @ @ 92.64' N40° 57' 59"£ -10" PVC @ 0 346.52' SSJ" JS' 02"£ -10" PVC @ @ 120.31' Ns8· 54' 58"£ -10" PVC @ @ 59.59' SSJ" JS' 02"£ -10" PVC @ @ 49.JO' S61" 26' 03"£ -10" PVC @ @ 27.51' Ns8· 54' 58"£ -10" RELO TRENCH DRAIN @ @ 115.87' N87" 07' 57"£ -12" RELO TRENCH DRAIN @ @ 269.43' N49" 02' JO"W -12" RELO TRENCH DRAIN @ @ 124.77' S40° 57' JD"W -10" RELO TRENCH DRAIN @ @ 163.56' S40° 57' JO"W -10" RELO TRENCH DRAIN @ @ 166.15' S40° 57' JO"W -10" RELO TRENCH DRAIN @ @ 167. 77' S40° 57' JO"W -10" RELO TRENCH DRAIN @ @ 175.72' S4D0 57' JD"W -10" RELO TRENCH DRAIN @ @ 169.69' S40° 57' JO"W -10" RELO TRENCH DRAIN @l @ 353.41' N2J" 26' 45"W -8" CENTER FRENCH DRAIN @ @ 90.55' S40° 57' 59"W -8" PERIMETER FRENCH DRAIN @ @) 5.80' Noa· 57' 04"E -8" PERIMETER FRENCH DRAIN @l @ 160.31' N49° 02' JO"W -8" PERIMETER FRENCH DRAIN @ @ 41.09' Ns2· 48' os·w -8" PERIMETER FRENCH DRAIN @ @ 51.66' NJ7" 19' 50"£ -8" PERF PVC @ @ 2.44' N48° 42' 42"£ -8" PERF PVC @ @ 174.77' NJ7" 18' 36"£ -8" PERF PVC @l @ 58.22' NJ6° 25' 12"£ -8" PERF PVC @ @ 2.86' NJ9° 50' 50"£ -8" PERF PVC @) @ 16.32" 004· 44• 38" 197.15" 8" PERF PVC @ @ D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 LENGTH 114.44' 81.83' 29.43' 46.83' 28.44' 51.05' 267.64' 240.67' 106.82' 43.04' 35.97' 20.96' 28.02' 20.31' 11.77' 43.20' 27.40' 61.59' 79.51' 160.85' 114.02' 172.15' 36.50' 14.69' 41.61' 61.89' 17.12' 10.96' 6.85' 6.98' 6.82' FENCE - ~ ~ 268.89 TG 51 257.34 IE ' ·d i • / 't:, 1~~ GRASS .... 4.3.45•_ STORM DRAIN DA TA TABLE BEARING/DEL TA RADIUS DESCRIPTION NJ5° 06" 21 "E 8" PERF PVC ss6· 20· 28"£ 8" PERF PVC $36' 18' 14"£ 8" PERF PVC S51" 59' 48"£ 8" PERF PVC S31 • 22' 31 "E 8" PERF PVC S39" 16' SJ"£ 8" PERF PVC Nss· oo· 02"£ 8" PERF PVC Nss· oo' 02"£ 8" PERF PVC 090· oo· 03• 68.00' 8" PEREMETER FRENCH DRAIN 088° JJ' 11 • 27.85' 8" PERF PVC 020· 02' 13" 102.85' 8" PERF PVC 016° 38' 42" 72.15' 8" PERF PVC 020· 37' 17" 77.85' 8" PERF PVC oor 54' 22" 147.15' 8" PERF PVC Nso· 57' 2a·w 8" PEREMETER FRENCH DRAIN N28" 01' 36"£ 8" PVC N62" 12' 54 "W 10" PVC SSJ" JS' 02"£ 10" PVC Ns8· 54 • 58"£ 10" PVC N49° 02' JO"W 12" PVC N87" 07' 57"£ 12" PVC N56" 52' 18"£ 8" PVC NJJ" 07' 42"W 8" PVC NJJ" 07' 42"W 8" PVC N10' 55' OO"E 8" PVC N28° 32' 40"£ 8" PVC S62" 21' 44 "E 4" PVC N04" 12' 50"£ 24" HOPE N52" 31' 52"W 4" PVC N52" 31' 52"W 4" PVC N52" JI' 52"W 4" PVC Bl.DC .... uvr-r I ~...,__ CONT~CTOR TO ___ _::::~::: REMOVE EX CB, CAP EX SD. INSTALL NEW CATCH BASIN TO NEW STORM PIPE u' \ Bl.DC BWC Bl.DC u' \ \,,. \ J \ BLDG 51 269.20 TC 268.20 IE \ ci?ONc \ @ r® _______ ../_.:___________ i 6 SD I I I ,.t'\@) / . ' BIORL TRA 110N BASIN 266.68 FF [264.92 FF] I y, . ' . I 267.18 TG 51 / 261.80 1£ , ---· ·-...... ,..,.1-,--.- ---• 2 !12 TG _i(259_54 IE] ____,...,__. ------- 1 1% MIN (CTB) ~ 53 SEMENT~w A J CONSTRUCT/ON NOTES @ CONNECT TO EXISTING STORM DRAIN @ 48" x48" PRE CAST CONCRETE CATCH BASIN WI PARKWAY GRATE PER DETAIL 3/SHEET 19 (g} 36" x36" PRECAST CONCRETE CATCH BASIN WI PARKWAY GRATE PER DETAIL 4ISHEET 19 ® STORM DRAIN CLEANOUT PER DETAIL 11ISHEET 17 @ TYPE 'F' CATCH BASIN PER DETAIL PER SDRSD D-07 @ HEADWALL WINGTYPE PER SDRSD D-34 @) STORM WATER BIORETENTION BASIN DETAILS PER DETAIL 1ISHEET 19 ® CONCRETE OUTFALL WI RIP RAP SEE DETAIL 12/SHEET 17 @) SEAT WALL PERF PVC PER DETAIL 1ISHEET 18 (@) PERF PVC AT EXISTING BUILDING PER DETAIL 2/SHEET 18 @ PLAY COURT PERF PVC PER DETAIL 3/SHEET 18 @ PERIMETER FRENCH DRAIN PER DETAIL 4ISHEET 18 (g) CENTRAL FRENCH DRAIN PER DETAIL 5/SHEET 18 @ PERFPVCAT EXISTING PLAY AREA PER DETAIL 6ISHEET 18 @ SYNTHETIC TURF FIELD TRENCH DRAIN PER DETAILS 8/SHEET 18 @) 4" WIDE TRENCH DRAIN PER DETAIL 9ISHEET 18 @ 12" NDS CATCH BASIN OR SIMILAR NOTES 1. MAINTAIN 1' MINIMUM CLEARANCE AT ALL PIPE CROSSINGS LEGEND llil CATCH BASIN PER DETAILS 6& 8/SHEET 17 --:SO--8" STORM DRAIN PER DETAIL 7ISHEET 17 --:SO 10• STORM DRAIN PER DETAIL 7ISHEET 17 --~· ~ ~ -· 266.72 TG 1~~,. G7 --V. / " [259.03 1£] Ill Uiil SD \ ~ --:SO 18" STORM DRAIN PER DETAIL 7ISHEET 17 --,SD 24" STORM DRAIN PER DETAIL 7ISHEET 17 2~7.82 TG 51 YGROUND I ~-260.11 IE 269 81' FREE~Gl'iR CTURE II ' ~,2.;1lL!li,lJ DETAIL 1ISH I L r-----"'-[257.85 IE] I 38'58' ',.!,=~.,.._,-, Jr I --~ . , -,, --... -i• -----~----- *ELEVATION NOTE* ALL ELEVA 1/0NS SHOWN AR£ BASED ON NA VDBB VER11CAL DA 7UM. TO CONVERT TO NCVD29: ELEV (NGVD29) = ELEV (NAVD88) -2.260' ELEVA110N SHOWN IN BRACKETS [I.£. 260] ARE VER11CAL DA 7UM NGVD29 I I TYPE SIZE OWNERSHIP BF-1 5,593 SF SAN MARCOS UNIFIED SCHOOL DISTRICT - - - - -TRENCH DRAIN - - -PERFORATED PVC 0 STORM DRAIN DATA SEE SHEET 15 ---- ---PERFORATED UNDERDRAIN FOR BIOFILTRA TION BASIN --s, )---EXISTING STORM DRAIN --S EXISTING SEWER --W EXISTING WATER --E EXISTING ELEC --C EXISTING COMM --U UNKNOWN UTILITY 20 10 0 20 SCALE IN FEET GRAPHIC SCALE 40 "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: DATE INSPECTOR DATE 60 fSHml CITY OF CARLSBAD ISHEETSI ~=====~====:================================:====~~====~====~====~ l__J ENGINEERING DEPARTMENT l----t--+---------------l---+--+----11-----I GRADING PLANS FOR: sws ENGINEERING, INC. t---t----+------------+--+---+----l-------1 GR2O24-OO14 :::=::::==:::::::::::================== APPROVED: r ,-c~u h C1vu.. ENG[NEERJNG e LAND PLANNING e SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1---1---+----------------+----l--+--+---I JASON S. GELDERT San Marcos, CA 92078 P: 760-144-0011 SAN DIEGO -KASHVILLE -PHOENIX -ORLANDO DA TE: 2/27/2025 5: 30: 4!5 PM BY:MIKE.HADA FILE: C: \Users\mlke.hado. SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2024 \Pro)ect Fll~s\24-1 72\PROD \Construct \GP-CITY FILE NAME: 24-172_GP14-UT.dwg t---t---+-----------------1----1----1-----1----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE t-"°DA;-:;1E;::-l-1"'N1"'T1"'AL-+-----------------I----I----I-----I----I ;::;:D;;:;WN:;;:;::::;;:B;:;:Y:::::::::;A::;;:R;:;H=:::::;-;===P=R=o=JE=c=T=N=o=.===:';:D=R=A=Wl=N=G=N=o~. DAlE INITIAL DAlE INITIAL CHKD BY: ---=-- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 13:P-, PD2024-0012 548-4A Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 "'o ---·-- --- D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 80 40 0 --80 SCALE IN FEET GRAPHIC SCALE 160 240 I 0 I I I I I I I I PARTY RESPONSIBLE FOR MAINTENANCE: NAME SAN MARCOS UNIFIED SCHOOL DISTRICT ADDRESS 255 PICO AVE, SUITE 250 SAN MARCOS, CA 92069 CONTACT TOVA K. CORMAN, M.A. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: EXECUTIVE DIRECTOR, FACILITIES 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. PHONE NO. (760) 752-1299 PLAN PREPARED BY: NAME TRACY H. SANTUCCI COMPANY SWS ENGINEERING. INC ADDRESS 1635 LAKE SAN MARCOS DR. SUIT200 SAN MARCOS, CA 92078 PHONE NO. (760) 744-0011 BMP NOTES: SIGNATURE CERTIFICATION PE 49673 1. THESE BMPSARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. ND CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. BMP TABLE BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY HYDROMODIFICATION & TREATMENT CONTROL 0 BIOFILTRATION I• • • ·: I TC-32 AREA (IMP-1) . . . . . .. .. SOURCE CONTROL 0 0 STENCILS oii.liiRYM~~&N SD-13 0 BMPSIGN PERMANENT WATER QUALITY TREATMENT FACILITY PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WA7l'RWAYS CLEAN MAINTAIN WITH CARE -NO MOD/FICA T/ONS WITHOUT AGENCY APPROVAL WATER 0UAUJY SIGN -JlPICAL DETAIL ..5.fill3._ SF. 1 EA. 1 EA. DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY 548-4A 13, 15, 19 MONTHLY MONTHLY& AFTER STORM 548-4A 15 ANNUALLY ANNUALLY 548-4A 15 AS NEEDED AS NEEDED "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ISHEETSI 1----+----+----------------+----<>-----+----+-----1 L__j ENGINEERING DEPARTMENT t----+----+-------------------+----+---+-----+---1 GRADING PLANS FOR: sws ENGINEERING, INC. t---+----+------------+---+---+---+----t GR2024-0014 :::=,::::::::::::::::::::::::::::::=:===============: APPROVED: r .... e~ttt,,~ C1vu.. ENG[NEERJNG e LAND PLANNING • SuRVEYlNG 1635 Lake San limns Drive, Suite 200 1-----+---+-------------------+---+---+---+---t San Marcos, CA 92078 P: 760-144-0011 JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE SAN DIEGO -KASHVILLE -PHOENIX -ORLANDO DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. DA TE: 2/27/2025 5: 30: 10 PM BY: MIKE.HADA REVISION DESCRIPTION DWN BY: .A=R~H __ CHKD BY: ----,,~- RVWD BY: J9u., PD2024-0012 548-4A FILE: C: \Users\mlke.hada.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2D24\Pro)ect ENGINEER OF WORK Fll~s\24-1 72\PROD \Construct \GP-CITY OTHER APPROVAL CITY APPROVAL FILE NAME: 24-1 72_CP16-EC.dwg Docusign Envelope ID: 89232B3A-DDA4-495F-9E85-530C224B04D0 3/4/2025 J/B"x1/2" FULLY FRACTURED CLEAN CHIP TOP STONE, 100% CRUSHED AND WASHED FOR PLANARITY AND LA 1ERAL STAB/UTY. SEE MANUFACTURER SPECIFICA710N PERIME1ER CURB ('MIERE SHOWN ON PLAN) PER DETAIL 10 OTHER CONCRETE EDGE CONDITION CEMENT-11/EA TED SUBGRADE 20 MIL IMPERMEABLE UNER ..... ..... ~~·.· .. •.• SLOPED 11/ENCH WALL /. >< . . . . ' 10• DIA PERFORATED SYNTHETIC TURF SYNTHETIC SHOCK PAD • <O • <0 - NOT TO SCALE CONCRETE PERIME1ER -~ CURB PER D 7L 10 SITE IMPROVEMENTS CEMENT-11/EA TED ----J:.~ SUBGRADE COMPACTED FILL @90% NON-WOVEN GEOFABRIC (MIRAFI 140N OR EQUAL) 8" DIA PERFORATED - PIPE (HO/£S DOWN) @ 7% MIN. SLOPE 2.0' SYNTHETIC TURF SYSTEM PER DETAIL D7L 7 IO - 0 - I • "l NOT TO SCALE SEAT WALL PER--~ DSA PLANS SYNTHETIC TURF SYSTEM PER DETAIL D 7L 7 1.5'7 TOE OF EX. SLOPE . -J . .. ~.... £ t-,f----+- I IO -j CEMENT-11/EA TED SUBGRADE IO . . . . . ... . .. c .. o·cc .. .. -~----.-...... . . l .... .. :J:.,.:..,.:... COMPOSITE DRAIN AND PROTECTION BOARD (MIRADRAIN 6200XL OR EQUAL) J/4" CRUSHED ROCK 8" DIA PERFORATED PIPE (HO/£S DOWN) @ 7% MIN. SLOPE • 2.0' CONCRETE DRAINAGE DITCH PER D7L 10/SHT 17 . COMPACTED FILL o @ 90% ..: NON-WOVEN GEOF ABRIC (MIRAFI 140N OR EQUAL) • "l 0 ,.,: NOT TO SCALE TYPICAL TURF (FIELD -GEOPAD NON-INFILL) SECTION AND DRAIN TRENCH B PERIMETER FRENCH DRAIN 4 SEAT WALL INTERCEPTOR DRAIN 1 SYNTHE71C TURF-~-~fi;, SECTION PER D7L 7 t • "l #4 CONT. HORIZONTAL REBAR TOP AND BOTTOM NOT TO SCALE PERIMETER CURB AT SYNTHETIC TURF 10 D:\DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED:01/05/16 CONCRETE PERIME1ER -~ CURB PER OETAIL 10 EXISTING PLAY AREA IMPROVEMENTS COMPOSITE DRAIN AND -.w_~ PROTECTION BOARD (MIRAORAIN 6200XL OR EQUAL) PLACED ON DOWNSLOPE SIDE J/4" CRUSHED ROCK 8" 0/A PERFORATED PIPE (HOLES DO'IIN) 0 1 % MIN. SLOPE 2.0· SYNTHETIC TURF SYSTEM PER DETAIL D7L 7 0 - NON-WOVEN GEOFABRIC (Al/RAFI 140N OR EQUAL) • 0 ,.,: "l NOT TO SCALE INTERCEPTOR DRAIN AT EXIST. PLAY AREA 6 SYNTHETIC TURF SYS1EM I PER OETAIL D7L 7 \ --- 1 ~ ~ I 0 0 '<rt-~ NON-WOVEN GEOF ABRIC (MIRAFI 140N OR EQUAL) • "l 2.0' CEMENT-11/EA TED SUBGRADE J/4" CRUSHED ROCK ~~-8• 0/A PERFORATED PIPE (H0/£5 DOWN) @ 1 % MIN. SLOPE NOT TO SCALE AC PAVING OR SYNTHETIC TURF SYSTEM PER DETAIL D7L 7 I IO -I COMPAC;;;TED;-;Fl:;;.LL~~~@l1mi~~~~~~~~~=CEMENT-1REATED O 90% SUBGRAOE CENTRAL FRENCH DRAIN NAIL OR TACK TURF TO 2•x4• PRESSURE 1REA TED HEADER INFILLED SYNTHE71C TURF SYSTEM PER TENCA TE AMERICAS TENCA TEGRASS.COM (855) 773-6668 5 EX. CURB EX. CONC RIBBON I GUT1ER EX. CONC WALKWAY r:'>;:;,---,.--~ ---;-.,...,,..--,--'--.,.J' _ ... , ..... ~: ·, ....... -, .. -.~ .... COMPOSITE DRAIN AND PROTECTION BOARD (MIRADRAIN 6200XL OR EQUAL) J/4" CRUSHED ROCK 8" DIA PERFORATED PIPE (HOLES OOWN) @ 7 % MIN. SLOPE 2.0' CONCRETE DRAINAGE DITCH PER D7L 10/SHT 17 . COMPACTED FILL o @ 90% ..: NON-WOVEN GEOF ABRIC (MIRAFI 140N OR EQUAL) • "l NOT TO SCA INTERCEPTOR DRAIN AT EXISTING BLDG 2 PERIMETER CURB ('MIERE SHOWN ON PLAN) PER D7L 10 OR OTHER CONCRETE EDGE CONDITION FINISH 0 GRADE c::, 0 ,.,: - i___N:=ON:::-_--::WO=VEN=---i~~~Si COMPOSITE DRAIN AND PROTECTION BOARD (MIRADRAIN 6200XL OR EQUAL) PLACED ON DOWNSLOPE SIDE J/8"x1/2" FULLY FRACTUR£1l-~Y.~fxS('\&i~~s-l CLEAN CHIP TOP STONE, . . . . . . -----FASTENER, SIMPSON STAINLESS STEEL #PDP JODSS OR HIL 71 x-u 72 COLLATED w·-o· o.c. ANCHORED TO CONCRETE CURB OR DRAIN ENCASEMENT "AS BUil T" GEOFABRIC (Al/RAFI 140N OR EQUAL) • "l 2.0' J/4" CRUSHED ROCK 8" DIA PERFORATED PIPE (HOLES DOWN) 0 1% MIN. SLOPE NOT TO SCALE 100% CRUSHED AND WASHED FOR PLANARITY AND LA 1ERAL STABILITY CEMENT-1REA TED SUBGRADE <1 L'.l 4 IW?AP LINER BEHIND HEADER NOT TO SCALE TURF ATTACHMENT RCE __ _ EXP.----DATE REVIEWED BY: ? INSPECTOR DATE fSHml CITY OF CARLSBAD ISHEETSI 1----+--+---------------+----+--+-----+------1 l__J ENGINEERING DEPARTMENT l----+--+---------------+----+--+-----+-------1 PLAY COURT INTERCEPTOR DRAIN 3 1----+--+---------------+---+--+-----+----1 GRADING PLANS FOR: sws ENGINEERING, INC. t----+------+-------------+---+---+---+-----t GR2024-0014 :::=::::::::::::::::::::::::::::::::::===============: C1vu.. ENGtNEERJNG • LAND PLANNING • SuRvntNG APPROVED: 1635 Lake San limns Drive, Suite 200 l----+--+---------------+---+--+-----+----1 Tuw e..,.,.u1,,., San Marcos, CA 92078 E-NG,.,,IN ... EER-""'IN .. G ""MA""'N"'"AG-ER--RCE-6-39-12_E_XP_IR_ES_9_3_0_2_6 DATE P: 760-144-0011 JASON S. GELDERT SAN DIEGO • KASHVILLE • PHOENIX • ORLANDO DAlE INITIAL DAlE INITIAL DAlE INITIAL DWN BY: =A=RH~-PROJECT NO. DRAWING NO. DATE:2/27/2D25 5:33:D.'5 PM BY:MIKE.HADA REVISION DESCRIPTION CHKD BY: ;'q...,, FILE:C:\Users\mlke.hada.SWSENGINEERING\DC\ACCDocs\SWS Englneerlng\2D24\Pra)ect ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ~ Fll~s\24-1 72\PROD \Construct \GP-CITY PD2024-0012 548-4A FILE NAME: 24-1 72_GP17-DT.dwg