Loading...
HomeMy WebLinkAboutDWG 551-7A; SDP 2024-0001; THE ROOSEVELT; 01-08551 - 7A 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 SAN DIEGO - NASHVILLE - PHOENIX SA N T A F E BL V D LA COSTA AVE RA N C H O R E A L CANNON PALOMAR C A R L S B A D A V I A R A PK W Y . AIRPO R T I N T E R S T A T E HIGHWAY 78 RD. EL CA M I N O ROA D ROAD ALGA ROAD SCALE NOT TO C O L L E G E B L . POINSET T I A LN. CO L L E G E BLV D . SITE RA C K TAMA AVE. BEECH AVE. ROOSEVELT ST. NF NF Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 X XXXXXXX X XXXXXXXXXXXXXXXXXXXX X X X X X XX X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X X X X 43 43 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 41 41 4 1 4 1 41 41 41 40 40 40 40 40 40 40 39 3 9 39 39 39 38 38 43 41 551 - 7A NF NF ➔ ~-~~s , [ I ,, • • ~ ' ~-=---·s=--=~~" ~~~~=-=~ ---==-~:::~~S=='elo~~=--- ;: ;: --e2J---- I I ~ 6' HIGH CHAIN LINK FENCE TO REMAIN AC 203-101-36 NOT A PART BUILDING\ OVERHANG -\_ ---------------------, I I I I I -------+-~!l1c1 0 I EXISTING BU/DUNG (FF=42.50) EXISTING WALL TO ~ REMA/ 203-101-25 NOT A PART DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~ fr'l (/) AC .•. . -.. . ,.._ .. SEE IMPROVEMENT PLAN I DWG 551-7 EXISTING BUILDING 203-101-23 I I --G ---SD ~ I I I I I I I I I I _[_ 6' HIGH WOOD FENCE TO REMOVE -~!.a. S34 ·00·01"E 124.29' 6' HIGH CHAIN LINK FENCE TO BE RELOCATED TO THE PROPERTY LINE 20'?-r 1-24 NOT A PART - - PARKING LOT ---SD - / 0, 59658 31-2027 I ore~~ SD ---SD AC 203-101-22 NOT A PART EXISTING WALL TO REMAIN 0 --G --G ---SD ---SD OHE --G---f--G ----G ---SD EASEMENT NOTES r.\ PUBLIC STREET AND INCIDENT EASEMENT RECORDED FEBRUARY 23, 1979 \.!/ PER DOCUMENT 79-077643 OF OFFICIAL RECORDS lri\ PROPOSED PUBLIC STREET AND UTILITY DEDICATION EASEMENT PER \6' PR2025-2004 DEMOLITION LEGEND AND NOTES 0 .... I--'·'-----'' REMOVE EXISTING CONCRETE ® 0 © ® ® 0 ® REMOVE EXISTING BUILDING AND FOUNDATION PER SEPARATE BLDG DEMO PERMIT REMOVE EXISTING TREES AND BUSHES REMOVE EXISTING STAIRS REMOVE EXISTING DECK REMOVE EXISTING FENCE REMOVE EXISTING CURB REMOVE EXISTING SIGN POST &: FOOTING NOTES: REMOVAL OF STRUCTURES REQUIRES A BUILDING PERMIT FROM 11-IE BUILDING DIVISION. REMOVAL S1REET 1REE 'M11-IIN 11-IE PUBLJC EASEMENTS 'MLL REQUIRE PARKS DEPARTMENT APPROVAL. SCALE IN FEET GRAPHIC SCALE 20 30 "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'wED BY• INSPECTOR DATE 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 l-----ll----+----------------1-----1---+----I----I GRADING PLANS FOR: P: 760-744-0011 SAN DIEGO -NASHVILLE ENGINEER OF WORK MICHAEL D. Sc:FiWEllZER, P.E. P.E. 59658 EXP 12-31-27 • PHOENIX 12-01-2025 DAllE DA TE INITIAL ENGINEER OF WORK THE ROOSEVELT GR 2025-0005 DEMOLITION PLAN APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55381 EXP.12/31/26 DATE REVISION DESCRIPTION DATE INl11AL DATE INl11AL OTHER APPROVAL CITY APPROVAL I~=:~:--80;R~~E~~~~001 IDRA'MNG No.I Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 X X X X X X X X X X X X X X X X X X 42 42 40 39 43 551 - 7A MATCH LINE - SEE SHEET 4 NF NF -, . -;•-\-··-·-· ·-, / .• G --·--G -- 1---SD ,---------- 1 I .--G ----G --G --G --···-1 -G -----c----G ---11-----G -1-·· G --I G --1 --G - --,---1-l/s 32•70:t(VERl_FY_? _ so --"· JO".,, to,:if .,,_,,,J----~o--------so ------so ---1 -+ so ----sD ----SD -------------- 111 SD ----SD --, __ SD ---s~ __ -f --so-1 :;--s ___________ -----ROOSEVELT STREET----Jr_________________ r ~;2Pg~~~ J's~~f----~-~---_J£!1-=-c=~:2Pg~~~ J's~~;Y _C __ ~ PROPOSED UTILITY J~ ~ PROPOSED UTILITY PER DWG. 551-7 --G----G --G --G-- CONSTRUCTION NOTES: (J) ® 0 ~~--1© PROPOSED 6" VER11CAL CURB PER SDRSD G-01. SEE OETAIL 2 SHT. 6 PROPOSED 1RANS/110N FROM 6" TO o• CURB EXIS11NG WALL/FENCE TO REMAIN (PROTECT IN PLACE) PROPOSED PCC SIDEWALK PER SDRSD G-7 8c G-9 PROPOSED 6" ROUND HEEL PROOF DRAIN INLET PROPOSED 12•x12• PRECAST CATCH BASIN. SEE DETAIL 1 SHT. 6 3'X3' GROUTED RIP RAP, 6" COBBLE MINIMUM §;!V PER DWG. 551-7 111 (') -+--------,-----"-f---------------------.c~..,.-:__ __________________ ..... _______ ..... __ ........ _"'::,..L------------------';'-------------:-----+---:o~~------,-------,------ ® ® 0 ® ® @) PROPOSED ADA STALLS I -E-- (42.20 FS) 1/ I I 42.82 FS I (42.31 FS) 3 - DI • ~ C, 1/) IMPROVEMENT PLAN .l 1--~ i7i "' ... ::::: .c ~d, . r---co 0) - -OHE ~~~"""""'~~::: ~~ _P_:::ER~~r eHiE~-~-~~:' ••• _---~0-H-~--~ ---OHE----- #300000723250 7.5'x7.5' - - -···--OHE--···--OHE-- 3:: ~---'.,---=:::,..,-..L_ ________ .f Vi Q - SEE DWG. 551-7 FOR ~ IMPROVElENT PLAN '\,_ - -E----£!--OHE-- 7.5'x7.5' VISIBILITY 0 ® ~~I@ PROPOSED WALL PER ARCHITECTIJRAL PLANS PROPOSED TRUNCATED DOMES PER SDRSD G-30 PROPOSED SDG&E TRANSFORMER PER SEPARATE PERMIT 5.5" PCC OVER 12• NA11VE SOIL COMPACTED TO 95% RELA11VE COMPAC110N PER SOILS ENGINEER'S RECOMMENDA 110NS. (PARKING STALLS 8c DRIVE AISLES) [.;:,<•·'.;!@ DECOMPOSED GRANITE PER LANDSCAPE PLAN --, --E ---··--E ••• E --E /_ JOB NOT/FICA TION IIE --____ ,,__ E -+--E--__ E __ VIS/BIL/TY_ E ..,....__ --E----E--+ -+-E --,i--+•·· TRIANGLE -- f ~ ~ ~ ~ ~@ PROPOSED CONCRETE PAVEMENT PER LANDSCAPE PLAN 1, : , : I@ PROPOSED PA VERS PER LANDSCAPE PLAN 'V 'V 9,J,, w w w w w /i ;· - -I---------~~~ r--r [ 41.09-FS 'r 'V C, 2,0~ : 1 : 1 •~• .:: : [i[i: I I w 'VI w w ~ ~ ' ~ ' ~ ' I ' ~I w1w w Irrr b _:_r III •• /~ ·1r w w w [ I 1/) I • 41.40 FF 41.38 FS I ROOF DOWNSPOUT FOR OVERFLOW PER PLUMBING PLAN 16 41.38 FS ESMT ------=r 'V ' . 41.38 FS .41.38 FS •• 41.40 FF 41.38 FS 41.38 FS 41.40 FF C_ 40.73 FS 41.38 FS 1 41.JB TC 4a88 FS_ • • l TRIANGLE 41.38 FS •. 41.40 FF f f f f r~.1 I' • I ~\~~~J -~ L bVER~~~ 7 .l I . , r r r r L J 41.38 FS C· ,e· U ~ ~~~ 40.53 / 6 36.95 IE I \ 9 f f f f f f f f f f f f f f " " RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG . Os \40.28 IE as + + + I : I f 1 I I 1 r r I I I 5 41.40 FF 41.38 FS 16 41.JB FS -- -;-r 1 16 I I r I· r -..1.., I I T I. T - SCALE IN FEET GRAPHIC SCALE PROPOSED BUILDING FF: 41.40 PAD: 40.65 203-101-23 41.38 FS 40.97 FS t, l> ·t, . ;~1, .. -r-,.,.1 ct: b. l> t, STORM DRAIN LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION CD 42.52' S58"O7' 49"W 12• C-900 PVC 0 25.12' S88'25'24"E 6" PVC STORM DRAIN 15 0 17.24' N12"45'15"W 6" PVC STORM DRAIN 0 16.19' N34-0O'49"W 6" PVC STORM DRAIN . 41.JB .rr: • • · / 40,88· FS . 9 o. 5965 JZ-31-2027 * ~ • 40.58 rs. 12 · 40.64 FS • · 40.68 FS . 40.15 fl. • 40.14 FS • • 40.12 FS ;40.05 FS 40.28 FS 40.23 FS 39.65 FS 39.65 FS <1 • 39.65 FS ! 39!1i5 FS/ <1 <1 3 (39.60 FS) 39.56 FS 39.61 FS A 39.88 FS i:•::/=:::=-_.J..,:• ___ """'";____;•~:::lil4~·/:._/~/~(39.91 FS) • . -!().26 is· / • • \ ks1 ~ • ~39.9/ F5 A •• ~ I -·"1 I~ A··.. c-..j ~~~, ., ~ i "' .; . Lu . 9 -1·· C) "OYERIIANG_ <1 0) IC) ~ 3 .; .. 4 J , :,.1, , ~,rn ='"'c='=="""'~~="""'""'='""""c="""''!c -'-=' ~...,.. ~~7 •• rl <' 40.'6 FS .; · 40.iirs. • / @) POINT OF CONNEC110N -STORMDRAIN DOWNSPOUT @ BIORL TRA 110N BASIN W/ AMENDED SOIL. SEE DETAIL 3 SHT. 6 @) PROPOSED 6" WALL OPENING PER ARCHITECTIJRAL PLANS @) PROPOSED 1' MAXIMUM VER11CAL CURB NOTE: ALL WORK IN RIGHT OF WAY IS DONE PER SEPARATE IMPROVEMENT PLAN PERMIT DRIVE AISLE BLDG OVERHANG --- 20.0' PARKING CMU W/ WEEP HOLES.,__.,ofl (UN-GROUTED GAP IN BOTTOM COURSE) -2% MAX ________ _ 5' S/W --------J--f------l REMEDIAL GRADING EXCAVA110N UNE PER GEOTECHNICAL RECOMMENDA 110N A-A CROSS-SECTION NOT TO SCALE Ii EXIS11NG WALL BLDG OVERHANG EX FENCE~ 1:------24.4' -----~-~- PROP. FENCE PER~ ARCHITECTURAL PLAN j.l_ I i----VARIES =fil BLDG WALL 0.5' _ PA VER ~% ~A~-.. _F.;,=41.40 EXIST GROUN'a---"" BIOF/L TRA 110N BASIN SEE SHT. 7 FOR DETAIL ---_ I I I_L_L_L --~ •• 39.95 BOTTOM --17. 10· • REMEDIAL GR~DINGJ f EXCAVA110N LINE PER GEOTECHNICAL RECOMMENDA 110N C-C CROSS-SECTION NOT TO SCALE <1 4;; .; . / • <1 "AS BUILT" .; . _·) J RCE EXP, ·c::, 7 REVIEl.'ED BY, ~ . DATE ./. _JJI ,l. <J • -INSPECTOR DATE sws ENGINEERING, INC.1----1-----+-------------+----+---+---+------< w cr1~IN~frNG CD~~R~~~AD CIVIL ENGINEER.ING • LAND PLANNING 1635 Lale San Marcos Drive, Suite 200 San Maren,, CA 92078 P: 760·144·0011 SAN DIEGO • NASHVILLE • PHOENIX ENGINEER OF WORK 12-01-2025 DATE 1-----1--+----------------1----+--+----1---1 GRADING PLANS FOR: DATE INITIAL DATE INITIAL DA TE INITIAL THE ROOSEVELT GRADING AND DRAINAGE PLAN GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55381 EXP.12/31/26 DATE CHKD BY: __ _ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA t.1ICHAEL D. SC 1'1£1TZER, P.E. P.E. 59658 EXP 12-31-27 ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. I DRAWING NO.I SDP 2024-0001 . . Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 X X X X X X X X X X X X X X X X X X 41 551 - 7A MATCH LINE - SEE SHEET 3 C-09, TYPE C 42.4 TC TC 42.4 TC NF NF - (42.24 rs) (42.20 rs) · 3 ' g (42.18 rs) (42.13 rs) ~ G 41.JB Fr 41.38 rs··... L (42.37 rs)/ 41.JB rs./ D SH.4 EXIS11NG BLDG (Fr=42.50) DI 19-,/-;/,-;(/),c=;/,=;t, fl / /9' / / . 41.JB rs / / / _41.28 TG's' / // ~ 1 • / / /// /// I ///// '//V // '///// ✓-;GB,,,__,,../ ~.s;~,, / / / V / / • 41.38 rs RT _41.28 TG's' ~ DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 40.93 rs 41.38 rs 4o.88 TC/FS 11 u 2 I . <1 .d •. ~~--~--~~--~-" T ~ I/ ,! I"' - \ (40.15 rs) CONSTRUCTION NOTES: PROPOSED 6" VER11CAL CURB PER SDRSD G-01. SEE DETAIL 2 SHT. 6 PROPOSED 1RANS/110N FROM 6" TO o• CURB EXIS11NG WALL/FENCE TO REMAIN (PROTECT IN PLACE) PROPOSED PCC SIDEWALK PER SDRSD G-7 8c G-9 PROPOSED 6" ROUND HEEL PROOF DRAIN INLET . . . -I I .. PROPOSED 12"X12" PRECAST CATCH BASIN. SEE DETAIL 1 SHT. 6 J'X3' GROUTED RIP RAP, 6" COBBLE MINIMUM 41•33 $~ . 41.40 Fr ..,_. L \.41.38 rs '--I-~ ROOF DOWNSPOUT BLDG I''J PVERHANG '\I I' ~-_J,-1 I L L • FOR OVERFLOW PER PLUMBING PLAN I I I I I I I f: IO ... ..__ I I II I I I I ---i .41.JB rs r r o ~ 1 1 I I _J \ 41.40 Fr - -CJ [..l r:; C I I I I I ............ \ 41.JB rs ~S ~l T l i: 16 b I> . b • I> b • I> •. I> t, b b I> C_ b' I> . t, 41.38 rs b ~~ ~-=""'I 41.31 rs I L I I EXIS11NG BLDG 41.40 Fr 41.JB rs PROPOSED BUILDING FF:41.40 PAD: 40.65 203-101-23 (41.61 rs) C C 41.38 rs 41.35 rs I> b .• I> . b b I> t, b 41.38 FS • \(41.53 rsJ b STORM DRAIN LINE DATA TABLE STORM DRAIN LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION SYM LENGTH BEARING DESCRIPTION 0 15.77' N15'08'28"W 6" PVC STORM DRAIN @ 13.91' S33'57'48"E 4• PVC STORM DRAIN 0 12.63' N52'25'50"E 4" PVC STORM DRAIN @ 15.96' S34'02'14"E 4" PVC STORM ORAIN 0 11.82' N73"54'15"E 4 • PVC STORM DRAIN a 27.13' S34'00'09"E 4 • PVC STORM DRAIN 0 10.30' N56'00'20"E 4 • PVC STORM DRAIN @ 3.65' N55"59'51"E 4 • PVC STORM DRAIN 0 10.00' N56'00'20"E 4 • PVC STORM DRAIN ~ 15.00' S34'00'09"E 4" PVC STORM DRAIN (!£) 6. 79' N56'11'11 "E 4 • PVC STORM DRAIN @ 15.00' S33'58'30"E 4" PVC STORM DRAIN @ 9.73' S11'01'16"W 4. PVC STORM DRAIN @ 17.89' S50'44'13"E 4• PVC STORM DRAIN \ . . . '\41:JB TC .• • 40.88 FS. • . • . :. . . --~--~--. 20.0 ·-.-.-~-+--~___, .. in ... LI l . U) . . aci . • . • . • 40.73 rs . 40.54 rs • . • 12 : <i • ;.Jrs / • ., .• >· -'-'~--'-~---'-'....aµ~....., -I io .. . aci • · 40.44 rs. ... • 40.42 ~ <1/ ,!r I ..1 •. ,__,--¾-++-'~--~--. 20.0· --~-~-'-~--~--~~ 24.0' .~· ~---~~--'--'-.-!-----'-~-.,--:_. 15.0' --~----~---,,, I· 41.°Jl! .TC • 40.88 rs· ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .... •<·□·· ·. ... . . . ..... . . . •.... .. • 41.JB re. ·40.88 FS • 41.03 rs 41.08 rs \-(41.53 rsl 40.90 rs 40.95 rs 203~ 101 ~24 NOT A PART 40.aa. i:s •. • . . ... . .'. 40.83-rs .• 12 .•.• 9 .•.•.•.•.•.. . . . . . . ... I .. .. , . • • , • • I "------;-----' .. . • ,! j <1. J •. ·,;1 / <1 .... ..---. -~·-· __ ,._. -· ~---------..-,c.~· • · .• // ~ 40)j FS / · • \;J4o.6g rs ,i / .41.40 rs 41.40 rs (41.04 rsJ/ .(41.00 rs) / . . ... I . . ··:$7 . -~'\J / 40.68 FS : '..J ,! . <1 L! ,! <1 . 4 .r, <1 . ,! <111.40 rs .• · 1----_,..,,-_ CifL_,;i_. • -,I • I 4132 rs·· 41.40 rs . ,. 5 40.39 rs 3 BLDG OVERHANG 40.65 rs C"'-1 C"'-1 I ,-f-... C) 0.:: ,-sci: IQ l"J sci: C) C"'-1 f-... 0 <" • • (40.22 rs) 0 PROPOSED ADA STALLS PROPOSED WALL PER ARCHITECTIJRAL PLANS PROPOSED TRUNCATED DOMES PER SDRSD G-30 PROPOSED SDG&E TRANSFORMER PER SEPARATE PERMIT 5.5" PCC OVER 12• NA11VE SOIL COMPACTED TO 95% RELA11VE COMPAC110N PER SOILS ENGINEER'S RECOMMENDA 110NS. (PARKING STALLS 8c DRIVE AISLES) [)0::'·'.;J@ DECOMPOSED GRANITE PER LANDSCAPE PLAN f ~ ~ ~ ~ ~@ PROPOSED CONCRETE PAVEMENT PER LANDSCAPE PLAN 1, : , : I@ PROPOSED PA VERS PER LANDSCAPE PLAN @) POINT OF CONNEC110N -STORMDRAIN DOWNSPOUT @ BIORL TRA 110N BASIN W/ AMENDED SOIL, SEE DETAIL 3 SHT. 6 @) PROPOSED 6" WALL OPENING PER ARCHITECTIJRAL PLANS @) PROPOSED 1' MAXIMUM VER11CAL CURB NOTE: ALL WORK IN RIGHT OF WAY IS DONE PER SEPARATE IMPROVEMENT PLAN PERMIT BLDG OVERHANG i EX. FENCE TO BE, 1:--IO.B' R£LOCA TED TO PL _ l r , 11 5.0' EXISTAC 7 r 15.0' PARKING ---i DRIVE AISLE DECOMPOSED GRANITE PER LANDSCAPE PLAN PROP. FENCE PER LANDSCAPE PLAN (Fr=42.50) I ,- ----------r, ------- \__ REMEDIAL GRADING EXCAVAnON LINE PER GEOTECHNICAL RECOMMENDA nON 8-8 CROSS-SECTION ,z NOT TO SCALE r,---BLDG WALL EXIST ___ f GROUND Fr=41.40------ PROP. CURB PER'__..-c~ SDRSD ~az:~Z.trJ: P·""---" ----t-~REMEDIAL ~RAD~NG • <: EXCA VA 110N LINE <'I :i PER GEOTECHNICAL RECOMMENTDA 110N D-D CROSS-SECTION NOT TO SCALE "AS BUILT" 5 10~ 15 -----'-■---- RCE __ _ EXP, ___ _ DATE REVIEl.'ED BY1 SCALE IN FEET GRAPHIC SCALE INSPECTOR DATE SWS ENGINEERING, INc.f--~f-----1--------------l-----l----1----1-----' W cr1~rN~frNG cD~~R~~~AD CIVIL ENGINEER.ING • LAND PLANNING 1635 Lale San Marcos Drive, Suite 200 San Maren,, CA 92078 P: 760-744-0011 SAN DIEGO • NASHVILLE ENGINEER OF WORK t.11CHAEL D. SC 1'1£1TZER, P.E. P.E. 59658 EXP 12 31 27 • PHOENIX 12-01-2025 DATE i------1--+----------------l------l----1-----1---1 GRADING PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O"THER APPROVAL CITY APPROVAL THE ROOSEVELT GRADING AND DRAINAGE PLAN GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55381 EXP.12/31/26 DATE CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO.I SDP 2024-0001 Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 551 - 7A NF NF STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REO/JIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK {YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: BRENDON FOOTE FROM FABRIC 2621 ROOSEVELT, L.L C. AT (PHONE NO.) 619-678-1074. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR. J. ALL EROSION CONTROL DEVICES SHALL BE RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RAIN EVENT. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO INCOMPLETE GRADING OR UNFORSEEN CIRCUMSTANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL BMP PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY AND WHEN THREE {J) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAIN EVENT. 8. ALL GRA 1.-fZ. BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. 1J.L INACTIVE AREAS MUST BE PROTECTED WITH THE APPROPRIATE EROSION CONTROL BMPs AS DESCRIBED IN THE STORM WATER POLLUTION PREVENTION PLAN. THIS INCLUDES ALL BU/WING PADS. UNFINISHED ROADS. AND SLOPES. THE ABILITY TO INSTALL BMPs IN A PROMPT MANNER IS NOT sumcJENT; BMPs MUST BE INSTALLED FOR THESE AREAS. 10. PERIMETER PROTECTION AND SEDIMENT CONTROL BMPs WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUfflCIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. ALL CONSTRUCTION SITES ARE TO MAINTAIN EMERGENCY STOCKPILES OF BMPs ONSITE THROUGHOUT THE YEAR. BMPs MUST BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR THE DURATION OF THE PROJECT. THE FOLLOWING INCLUDES A PARTIAL LIST OF THE QUANTITIES AND TYPES OF BMPs THAT MUST BE STOCKPILED FOR EMERGENCY DEPLOYMENT. THESE QUANTITIES ARE IN ADDITION TO THE AMOUNT OF MATERIALS THAT ARE REQUIRED TO BE INSTALLED ACCORDING TO THE SWPPP OR EROSION CONTROL PLAN: SILT FENCE 25% ROCK BAGS 125% FIBER ROLLS 50% TRACKING CONTROL 25% OTHER BMPs DETERMINED AS NEEDED 14. THE OWNER/DEVELOPER/CONTRACTOR MUST HAVE AN APPROVED SWPPP AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HRS OF A PREDICTED STORM EVENT {A PREDICTED STORM EVENT IS DEFINED AS A 50% CHANCE OF RAIN WITHIN A 2-DA Y NATIONAL IIE"A THER SERVICE FORECAST). 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE PROJECT PROPONENT MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUA7El.Y PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS COMPLETED. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTll.-fZ. Y GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUfflCIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. ALL TREATMENT CONTROL BMPs MUST BE INSPECTED IIE"EKL Y AND PRIOR TO A FORECASTED RAIN EVENT OF 50% OR GREATER. IN ADDITION, TREATMENT CONTROL BMPs MUST BE INSPECTED AND/OR SERVICED PRIOR TO OCTOBER 1 OF EACH YEAR. VERIFICATION OF THESE INSPECTIONS WILL BE PROVIDED TO THE CITY UPON REQUEST. 19. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR REPLACED AS SOON AS POSSIBLE. 20. ALL CONSTRUCTION IKJRKERS. INCLUDING SUB-CONTRACTORS. MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE PRIOR TO COMMENCING CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 1 OF EACH YEAR. TRAINING RECORDS MUST BE RETAINED WITHIN THE SWPPP AND AVAILABLE UPON REQUEST. 21. THE CITY RESERVES THE RIGHT TO TEMPORARILY STOP WORK ON ANY CONSTRUCTION SITE THAT MAY HAVE THE POTENTIAL TO DISCHARGE DURING A RAIN EVENT DUE TO LACK OF BMPs, PROXIMITY TO AN ENVIRONMENTALLY SENSITIVE AREA, PREVIOUS COMPLIANCE ISSUES. AMOUNT AND DURATION OF RAIN EXPECTED, AND/OR ANY OTHER STORM WATER COMPLIANCE ISSUE EACH SITE WILL BE EVALUATED ON A CASE BY CASE BASIS TO DETERMINE IF A TEMPORARY STOP WORK IS NECESSARY. RAIN EVENT PLANNING NOTES THE DEl.-fZ.OPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLE7El. Y PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL IIE"A THER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT. AND MATERIALS POLLUTION CONTROL THE NATIONAL IIE"A THER SERVICE FORECAST SHAil. BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRA 1.-fZ. BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "IIE"ATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "IIE"A THER TRIGGERED BMPS~ 1.0' MINIMUM (TYPICAL) 2 BAGS HIGH (TYPICAL) GRADED SURFACE EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN THE CITY'S ENGINEERING STANDARDS AND LANDSCAPE MANUAL, CASQA AND THE FOLLOWING: A. SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP /AND EROSION CONTROL MA mNG COVER CROP SHAil BE A SEED MIX TYPICAll Y MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR ltlLDFLOl'ERS. SUBMIT THE SPEC/RC SEED MIX FOR CITY APPROVAL PRIOR TD APPUCA TION. THE COVER CROP SI/All BE APPLIED AT A RA TE sumCIENT TO PROVIDE 90% COVERAGE ltlTHIN THIRTY (JO) DAY£ THE TYPE OF EROSION CONTROL MA TT/NG SHAil BE AS APPROVED BY THE CITY AND AmXED TD THE SLOPE AS RECOMMENDED BY THE MANUFAC1URER. ON SLOPES J FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BE1VrffN AUGUST 15 AND APRIL 15, EROSION CONTROL MA TT/NG SI/All BE REQUIRED. DURING THE REMAINDER OF THE YE:AR, THE COVER CROP AND /OR EROSION CONTROL MA TT/NG MAY BE USED. ON SLOPES GREA 1ER THAN J FEET IN HEIGHT, EROSION CONTROL MA TT/NG SHALL BE REQUIRED AND A COVER CROP SHAil NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD 2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SI/All BE PLANTED WITH A GROUND COVER KNO'MJ TD HA VE EXCELLENT SOIL BINDING CHARACT[RfSTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD PROVIDE FULL COVERAGE WITHIN ONE YE:AR). c. STANDARD J -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GAllON CONTAINERS) SHAil COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MA 1URE SIZE). d. STANDARD 4 -TREES AND/OR LARGE SHRUBS TRffS AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GAllON CONTAINERS) INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. 8. SLOPES 6: 1 OR STEEPER AND: a. J' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREET REQUIRE AT A MINIMUM STANDARD 1 (COVER CROP OR EROSION CONTROL MA mNG}. b. J' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD 1 {EROSION CONTROL MA mNG SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2 AND J. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD 1 {EROSION CONTROL MA mNG SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2, J, AND 4. d. REQUIRING PLANTING SHALL BE IRRA TED WITH A PERMANENT. AUTOMATICALLY CONTROLLED, /RR/GA TION SYSTEM COVERING 100% OF THE PLANTED AREA IN CONFORMANCE WITH THE CITY'S SLOPE /RR/GA TION STANDARDS. C. AREAS GRADED FLATTER THAN 6: 1 REQUIRE A COVER CROP PER STANDARD 1 WITH ONE OF MORE OF THE FOLLOWING CONDITIONS.· a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10} DAYS OF THE TIME WHEN £MJi SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EfflCIENT COVERAGE OF GRADING SLOPES {90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. J: {!) ,.---_,,___-,--L_,,___-,--L-'--sc,-L-'--..c,-L"-..-,,...L"-,_,,...L--. J: GRAVEL BAGS OVERLAP ONTO CURB ~ RUNOFF GAP BETWITN BAGS AC1S AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRA VELBAG DETAIL SE-6 NOT TO SCALE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollulion Control BMPs .§ .§ .§ --.., -iii "t, iii --"" 0 "t, C: !l !§ 0 0 .§ =§ .!;!> E !§ 5 !§ .!;! ~ ~ -_g _g ~ .9-., -"t, ., "" -~ ..!!! -~ ::, t, "" -., ..... 0 C: ., .5; .s; ., ., & g ,z-0 C: ., o-"" ~ -~ -Best Management Practice* ., "" ~ .s; 0"6 CQ 5½- !§ ., ~ .! I .!;! i-., C: "" ., ~ ., '-' ~ ~ --ii i "5 .5; >= ~ &l .5; ., "t, ., i "t, .; §1 ~ iii ., iii (BMP) Description ➔ -~~ ;i ., "' ., "" ., "" e c: "" .§ ;i C: C -;; ~ Cl) e ~ -15 &l ~-S ]~ al~ 6!§ 0 "" ,il 5 ::, E ., E ~-~ ~ iii C "" Q .£? ., .. ., -::. C o, C C: Q:: -~ 0 -0'1~ i -., I ~ ct 0 .g ., -., ., .!1 .c; 0 ~ ~ ts l '€l ~] ·-., ~ 3t .... -~ ~ .s; .$2 0'I ~ "" ... "' ~ "" e "t, ., ~ ., ::, :::::: Cl) ·-"t, .,-C: " ... -~ § ~e ~ "t, 0 00 00 ., 1;; f & 0 __ s; : ., ~" -8 ~ ij 0 -" ·s: -0 "' C: ·-C: ~6 aa .. ·-ts" -e !§ .s e " e ~~ -~~ ~o 0 ct~ i i7i cl!l ti ~ iii~ -C: -o 0 0-" -i8 00 l.oJ <S "' "' V:,Q.. "' -"'Q:: ~a.. a.. ::. "' ::. "' "' ::. :i:: ::. '-'::. CASQA Designation ➔ "' .. " 0:, 0, -.., .. "' " 0:, C, "' .., ..... 0:, -"' .., .. "' "' 0:, --"' --- ~ ~ ~ ~ ~ ~ ~ ~ I I I ~ I ~ I I ~ ~ ~ ~ I I I I I I I Construction Activity bl bl bl bl f= f= i i i i i i i Gradino/Soil Disturbance X X X X X X X X X X X X X X X X Trenchinq/txcavation X X X Stockoilina X X X X X X X Dri/linq/Borlna Concrete/Asnhalt Sawcuttina X X X X X X X X Concrete Flatwork X X X X X X X Pavina X X X X X X X X Conduit f>'ioe Installation X X Stucco/Mortar Work X X X X X X X Waste Disoosal X X X X X X X Staaino/Lay Down Area X X X X X X X Eauioment Maintenance and Fuelina X X X X X X X Hazardous Substance Use/Storaae X X X X X X X Dewatering Site Access Across Dirt X X Other (list I: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the toP. of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) desig_nation number. Choose one or more BMPs .)<>U intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. EXISTING GROUND 16' MIN T SHAKER PLATES COARSE AGGREGATE CLASS 'B' TRAVELED WAY 50' MIN. 8" MIN. PROFILE '~TTT3lT~TTEllT3I ~rn*rn~f"' ~111=111~1 l=IIEll l=I 11~ FILTER FABRIC TRAVELED WAY SHAKER PLATE fl.Ati ~ ,, ------: I NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE SLOPE TOE OF SLOPE SETBACK VARIES L 2• X 2" WOOD STAKE SILT FENCE-.,- FABRIC SEE DETAIL A • • SECTION SILT FENCE FABRIC 6" L,,---TAMPED BACKFIil. DETAIL A FABRIC SECTION 8 STAKE 8 FABRIC SECTION A JOINING SECTION DETAIL (TOP VIEW) FABRIC 2" X 2" WOOD STAKE END STAKE DETAIL (TOP VIEW) STABILIZED CONSTRUCTION ENTRANCE/EXIT TC-1 SILT FENCE SE-1 NOT TO SCALE NOT TO SCALE CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX): !!!I HIGH □MEDIUM II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEIJED BY, INSPECTOR DATE ~ CITY OF CARLSBAD I SHEBETS I sws ENGINEERING, INC.1---+---+--------------+---+---+---+----I l__Q_J ENGINEERING DEPARTMENT ;::c,=v,~, E;::N:::GIN::,::rn::>N:::G ----:.:--;-1-::AN:::D-;;:h::AN:::N::,N:::G -~-----i---+--+-----------------1---+--+---+---I 1635 Lake San Marcos Drive, Suite 200 1----1----+-----------------1------1---+----+------1 GRADING PLANS FOR: SanMarcos,CA92018 THE ROOSEVELT P: 160-144-0011 SAN DIEGO . NASHVILLE . PHOEKIX EROSION CONTROL NOTES & DETAILS ENGINEER OF WORK MICHAEL D. -SC: WEITZER, P.E. P.E. 59658 EXP 12-31-27 12-01-2025 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55361 EXP .12/31/26 DA TE DATE INITIAL DATE INITIAL I CHKD BY: ,_O_TH_E_R_A~P-PR-O-VAL-1--C-ITY-A~PP_R_O_VA_L__, . RVWD BY: PROJECT NO. I DRAWING NO.I SDP 2024-0001 . . Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 DRIVEWAY ENTRANCE PA R K I N G L O T DR I V E W A Y EX I S T I N G 1 S T O R Y BU I L D I N G BU I L D I N G O V E R H A N G RF = 5 2 . 9 3 X X X X X X X X X PA R K I N G L O T SH E D 6' HIGH CHAIN LINK FENCE BL O C K W A L L 6' HIGH CHAIN LINK FENCE 551 - 7A NF NF - ---::, -<\!!,wt-----J /Q/ J/), --SD -- • 7 203-101-25 Cl Cl NOT A PART Cl DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I C, •. ·1 • • • • • • • • • ... .., c ~ V) -:•.1·:- "' .... .... .... • • • ROOSEVELT STREET --SD -- . . - --If I - . ·.v/// ~~"<'.''-"• . • . • • • • - --........ • I/ '-------~ PROPOSED BUILDING PAD: 40.65 FF: 41.40 203-101-23 I I)(:::', : \JU 203-101-24 NOT A PART • • X • • • . -~~ .. ,.. + • ' .... r, eJ SD '-)V -- ! [Eill ~ /!\ - -- ~ ~ ~~ I • .·;@· •.•. + , ~ + ~ ~ ~ • • s } . . °" ~ --; ~ ~ LEGEND ll~~QBle]Q~ lID'. SYMBQL SE-1 SILT FENCE 510 LF □ SD q SD __ Sll_ -----✓---------~ -;;i - j 11 11 I ' I I I I C I I ~ SE-6 GRAVEL BAGS 1,000 EA ., I -~ -\ TC-1 STABILIZED CONSTRUCTION ENTRANCE 2 EA 8~:~\hJ WM-1 MATERIAL DELIVERY STORAGE 1 EA [Eill WM-5 SOLID WASTE MANAGEMENT 1 EA ~ WM-6 HAZARDOUS WASTE MANAGEMENT 1 EA & WM-B CONCRETE WASTE MANAGEMENT 1 EA B WM-9 SANITARY /SEPTIC WASTE MANAGEMENT 1 EA [BJ 203-101-22 NOT A PART 10 5 --10 ~ 20 30 SCALE IN FEET GRAPHIC SCALE --~ '' AS BUILT" RCE ___ EXP, __ _ DATE REVIE',,/ED BY1 INSPECTOR DATE ~ CITY OF CARLSBAD I SHBTS I ~ .. -<?, \: ~v!,~,~N?J~:~~NG, INC,1-----+---+-------------+-----jt---t----t----i ~ PLAN:N:~ERING DEPARTMENT --~ ~~C 1635 Lake San Marcos Drive, Suite 200 THE RO Q S EVE LT • San Marcos, CA 92078 ~= P: 760-744-0011 SAN DIEGO -KASHVILLE -PHOENIX ENGINEER OF WORK MICHAEL D. S WEITZER, P.E. P.E. 59658 EXP 12-31-27 12-01-2025 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EROSION CONTROL PLAN GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55381 EXP .12/31 /26 DA TE DATE INITIAL DATE INITIAL I CHKD BY: ._O_TH_E_R -AP~PR-0-VA-L -+-C-ITY-AP~P-RO-V-AL---, . RVWD BY: PROJECT NO. DRAWING NO. SDP 2024-0001 Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 551 - 7A NF NF PROPOSED FENCE EXISTING SURFACE 18" MEDIA (38.20') WITH A MIN 5" IN/HR PER "BIOFILTRA110N SOIL MEDIA (BSM) TABLE" 3" FILTER WASH SAND (37.95') 3" FILTER PEA GRAVEL (37.70') 9" GRAVEL SAND (36.95') 3/4 IN CRUSH ROCK (3" FROM THE BOTTOM) IMP-1: BASIN TOP (876 SF) 1 'x1' RISER OUTLET STRUCTURE TOP ELEV: 40.53' 100-YR POND DEPTH: 39.05' BASIN BOTTOM (ELV, 39. 95') >---BOTTOM AREA 233 SF) BOTTOM AREA= 233 SF TREATMENT AREA = 467 SF @ EL: 40.53' BASIN TOP AREA = 876 SF BLDG OVERHAND SEE GP FOR DETAIL BLDG WALL ELEV 41.40' BASIN TOP ELEV 41.09' 3: 1 SIDE SLOPE 7" WQ DEPTH PLANTS AND GRASS 1.1 EXCAVATED SIDE SLOPE EXISTING GROUND r---'--IMPERVIOUS LINER 30 MIL PVC OR EQUIV. CONTRACTOR TO SUBMIT PRODUCT DATA TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. 12" OUTLET PIPE (36.95') NOT TO SCA!£ BIODILTRATION FACILITY DETAIL (IMP-1) 3 1212 CAST IRON GRATE 1212 TOP SECTION (WITH GALVANIZED FRAME) PARKWAY ONLY 28 lbs. 1212 STEEL GRATES PARKWAY TRAFFIC 16 lbs. 18 lbs. . --[ 11/2" / /1, 1212 LOWER SECTION (NO FRAME) NOTE: USE 12", 18", 24", 28" LOWERS TO SEE CHART ~. 1212 STEEL COVER INCREASE DEPTH UP TOA MAXIMUM OF 72" PARKWAY TRAFFIC NOTES: 22 lbs. 25 lbs. 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" GRATES .IWAILABLE IN PARKWAY & TRAFFIC 3. "HEEL PROOF" GRATES AVAILABLE IN PARKWAY & TRAFFIC 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED TOP I I I SECTION HT. LBS KNOCK-OUT 1212 T6 6" 170 NONE 1212 T12 12" 275 (4) 5" X 10" 1212 T18 18" 270 (4) 8" X 12" 1212 T24 24" 430 (4) 8" X 15" 1212 T28 28" 380 (4) 8" X 22" NMlil~ I 1212E6~ LOWER I I I SECTION HT. LBS KNOCK-OUT 1212 L 12 12" 275 (4) 5" X 10" 1212 L 18 18" 270 (4) 8" X 12" 1212 L24 24" 430 I. - 22" ' ' ' ' '·J, / ·,.~ . , •• • •. ·, ..... ,.~// 1212 BASE 12" X 12" CATCH BASIN 22" 22" SEE CHART ·J 4" ' (4) 8" X 15" 1212 L28 28" 380 (4) 8" X 22" ORG. OWG. OAT~ 1212 CB 04-20-95 12" x 12" CATCH BASIN AND GRATE SIDEWALK AND REINFORCING PER GRADING PLAN R 1/2" ,---- ' LO /4 BARS TOP AND BOTTOM (CON11NUOUS) 6" J I I I 3• CLR I J N L1,·_J 2• WEAKENED PLANE JOINT ' "' FS •TYPICAL CURB HEIGHT SI/ALL BE 6" OR AS IND/CA TED BY ELEVA 110NS ON GR AO/NG PLAN 7 0 1 NOT TO CALE j_ NOT TO SCALE 6"CURB 2 II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEIJED BY, INSPECTOR DATE l---+---+----------------+---+---+---+-----I I SH7EET I CITY OF CARLSBAD I SHEBETS I sws ENGINEERING, INC. ENGINEERING DEPARTMENT ;:::;G~RAD~I;:;N~G.::P;:;LANS~~FO~R:;=· ========~====: CIVIL ENGINEERING • LAND PLANNING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92018 P: 160•144.0011 SAN DIEGO • NASHVILLE -PHOEKIX ENGINEER OF WORK MICHAEL D. -SC: WEITZER, P.E, P.E. 59658 EXP 12-31-27 12-01-2025 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION THE ROOSEVELT DETAILS GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55361 EXP .12/31/26 DA TE DATE INITIAL DATE INITIAL I CHKD BY: ,_OTH_E_R_A~P-PR_O_V_Al_,>-C-ITY--A~PP_R_O_V_A_L _, . RVWD BY: PROJECT NO. I DRAWING NO.I SDP 2024-0001 . . Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025 DR I V E W A Y E N T R A N C E PARKING LOT DRIVEWAY EXISTING 1 STORY BUILDING RF=52.93 XXX X X XPARKING LOT SHED 6' H I G H C H A I N L I N K F E N C E BLOCK WALL 551 - 7A NF NF .-- r----1a . : 8 8 " " ' \J (I) Cl .-. •·. ' ' .. ' ' ' ' ' . - I" -'._ ... • • X ~ ' I I I I I ______ v-.~ V . . . (7 = = f-------- DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -- - (7 I\ I\ = = = = I - = = 10 5 r<D (7 I\ 10 SCALE IN FEET GRAPHIC SCALE l) 20 _J - ' ' ' ' l~---1' ' ' @· I:. , . . I I I I < I < I I I I IV I\ ! W0 ' . 30 I / I • ~ •----:>k • • " -I----uf r-I • 01 •·. ·-·~---.VJ [J ·-.. ~~ I ·-.. So-. --~·· I -- ----i--t:X. CURB ···-~$[! ..... -I INLET I I I ···---~ .. ---t -·-.. I I r'- D lii. CJ I VJ 0 cl> I ( 1 I I VJ l ::::a 0 0 0 di =f 5J ~ I ~~ ·I ~ I ' <(I r-w u1 W----l a::: '° I VJ t::, ~Io VJ V) N -I I ---l ' 01 a.. ..... 7 ~ _><1 ( -CJ) I ) I I I G: I I I I I 18 I I y I II VJ J 0 I I I '1---VJ I 0 ~ l Ii .... ~ VJ -0 \~. l!!J \I I VJ 0 (}J C BMP ID# BMP TYPE SYMBOL CASQA NO. TREATMENT CONTROL G) BF-1 IMP (1) TREE WELL IMP (2) TRASH CAPTURE + + + + + ++++++ + ♦ + ♦ + ♦+♦+♦+ + + + + + ++++++ TC-32 SD-A TC-50 LOW IMPACT DESIGN {L.I.D.) © ROOF DRAIN TO LANDSCAPING SD-11 SOURCE CONTROL ® 0 ® ® PLANTER I+ + + + +I TC-32 DECOMPOSED I··: .. -. '. I EC-16 TRASH ENCLOSURE n n n (INDOOR) l!:::::!!::::!J SD-32 STENCILS NO DUMPING DRAINS TO OCEAN SD-13 SIGNAGE PERMANENT WATER QUALITY TREATMENT FACILITY PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE· NO MODIFICATIONS WITHOUT AGENCY APPROVAL 18" MIN WATER QUALITY SIGN -TYPICAL DETAIL NTS BMP TABLE QUANTITY DRAWING NO. 876 SF 551-7 SHT 3 8 640SF 234SF 1 12 1 • "' -_l BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO 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 SWMP FOR ADDITIONAL INFORMATION. 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: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 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 PARTY RESPONSIBLE FOR MAINTENANCE: NAME 2621 ROOSEVELT STREET ST.#8 ADDRESS 2621 ROOSEVELT STREET ST.#8 CARLSBAD, CA 92008 CONTACT BRENDAN FOOTE PHONE NO. (619)-678-1074 PLAN PREPARED BY: NAME_~M=IC=H=A=EL~D~-=SC=H~WceE,.,_IT=ZEaeR,_ COMPANY SWS ENGINEERING, INC. ADDRESS 1635 LAKE SAN MARCOS DR SUITE200 SAN MARCOS CA 92078 PHONE NO. 1760) -744 -0011 SIGNATURE CERTIFICATION RCE 59658 SHEET NO.(S) INSPECTION * FREQUENCY MONTHLY MONTHLY MONTHLY MONTHLY MONTHLY MONTHLY AS NEEDED AS NEEDED MAINTENANCE * FREQUENCY MONTHLY & AFTER STORM MONTHLY & AFTER STORM MONTHLY & AFTER STORM MONTHLY & AFTER STORM MONTHLY & AFTER STORM AS NEEDED SEMIANNUALLY AS NEEDED PRETREATMENT DEVICE BIOFILTRATION (BF-1) 9'X10' W/15' CANOPY BIO-GRA TE-FULL-12-12-12 "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\-'ED BY• INSPECTOR DATE sws ENGINEERING, INC.1----+--+-----------1-----1---1-----l----l I SHBET I CITY OF CARLSBAD I SHBTS I ENGINEERING DEPARTMENT CIVIL ENGINEER.ING • LAND PLANNING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 SAN DIEGO • NASHVILLE ENGINEER OF WORK ~ MICHAEL D. SC WEllZER, P.E. P.E. 59658 EXP 12-31-27 • PHOENIX 12-01-2025 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION GRADING PLANS FOR: THE ROOSEVELT SINGLE SHEET BMP SITE MAP GR 2025-0005 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER RCE 55381 EXP .12/31 /26 DATE Docusign Envelope ID: F0427951-B7AE-4293-9DD7-619F0640DB15 12/29/2025