Loading...
HomeMy WebLinkAbout2020-11-03; City Council; ; Consideration of a mixed-use, density bonus development project consisting of 294 residential units and 10,000 square feet of specialty commercial uses on 20.65 acres at (3)PROJECT SITE WASTEWATER FLOW - GALLONS PER DAY USE NUMBER OF UNITS-LOTS AREA (SF) AVG. DAILY FLOW (gpd)SUBTOTALS General Plan - Residential LARGE TOWNHOMES 115 220 25,300 SMALL TOWNHOMES 120 220 26,400 RECREATION AREAS N/A N/A General Plan - Commerical 0 AFFORDABLE SENIOR 46 176 TOWNHOMES 8,096 13 220 QUALITY RESTAURANT 2,860 1 4,000 800 PER 10,000 SPECIALTY RETAIL 320 1 6,000 800 PER 10,000 480 TOTAL =63,456 ADT SUMMARY USE NUMBER OF UNITS-LOTS AREA (SF)ESTIMATED TRIPS PER UNIT-AREA SUBTOTALS General Plan - Residential LARGE TOWNHOMES 115 -8 920 SMALL TOWNHOMES 120 -8 960 General Plan - Commerical AFFORDABLE SENIOR 46 -3.7000 170 TOWNHOMES 13 -8 104 QUALITY RESTAURANT 1 4,000 160 PER 1,000 SF 640 SPECIALTY RETAIL 1 6,000 40 PER 1,000 SF 240 SUBTOTAL 3,034 Mixed Use Reduction (10%)-305 Existing Traffic Removed -700 TOTAL =2,029 UNIT SUMMARY COUNT USE NUMBER OF UNITS General Plan - Residential LARGE TOWNHOMES 115 SMALL TOWNHOMES 120 General Plan - Commerical AFFORDABLE SENIOR 46 TOWNHOMES 13 COMMERCIAL N/A TOTAL UNITS =294 115 17,250 5,750 11,750 WATER FLOW - GALLONS PER DAY USE NUMBER OF UNITS AREA (SF)AVG. DAILY FLOW AVE. DAILY SUBTOTALS SINGLE FAMILY 0 250 0 SECOND DWELLING UNIT 0 250 0 AFFORDABLE SENIOR 46 11,500250 TOWNHOMES 248 550 136,400 QUALITY RESTAURANT 1 4,000 9202,300 PER 10,000 SPECIALTY RETAIL 1 6,000 1,380 TOTAL =150,200 35,250 35,965 16,429 PEAK FLOW - - - - - - 441,760 2,300 PER 10,000 ALL PARKING FOR THE SENIOR HOUSING WILL BE PROVIDED IN ACCORDANCE WITH CALIFORNIAGOVERNMENT CODE §65915(P)(1). PARKING SUMMARY USE UNITS OR AREA SPACES REQUIRED General Plan - Residential LARGE TOWNHOMES 115 42 SMALL TOWNHOMES 120 59 General Plan - Commerical AFFORDABLE SENIOR 46 TOWNHOMES 9 13 QUALITY RESTAURANT 7 4,000 SPECIALTY RETAIL 40 6,000 20 SPACES PROVIDED RESIDENTS VISITORS RESIDENTS VISITORS 230 (GARAGE) 240 (GARAGE) 38 - COVERED 26 (GARAGE) - - 29 30 0 4 40 20 230 240 47 26 - - APPROVED Engineering Division DatePlanning Division Date 13 3,710 COMMUNITY RECREATION AREA SUMMARY 120 18,000 6,000 LOT SUMMARY LOT NUMBER LAND USE AREA S.F. ACRES 1 AFFORDABLE SENIOR 89,756 2.06 2 COMMERCIAL 85,044 1.95 3 TOWNHOMES 40,692 0.93 4 TOWNHOMES 136,611 3.14 5 TOWNHOMES 78,937 1.81 6 TOWNHOMES 134,489 3.09 7 TOWNHOMES 103,507 2.38 8 9 PRIVATE STREET 40,353 0.93 10 PRIVATE STREET 106,187 2.44 11 PRIVATE STREET 9,562 0.22 12 RECREATION AREA 35,444 0.81 13 RECREATION AREA 31,703 0.73 SLOPE LOT 7,350 0.17 TOTAL 899,636 20.65 * * 9 - NOT COVERED ATTACHMENT 7 Nov. 3, 2020 Item #6 Page 181 of 1999 GENERAL INFORMATION 1. ASSESSOR'S PARCEL NUMBER ......... 207-101-35 207-101-37 2. SITE ACREAGE ................................... 20.65 AC (EXISTING) 3. DEVELOPABLE ACREAGE .............•.... 17.77 AC (NET) 4. EXISTING GENERAL PLAN DESIGNATION: GC, R-15 EXISTING ZONING: C-2, RD-M 5. PROPOSED GENERAL PLAN DESIGNATION: GC, R-15 PROPOSED ZONING: C-2, RD-M 6. USAGE OF LOTS ........................... RESIDENTIAL & COMMERCIAL CITY OF OCEANSIDE HIGHWAY 78 ~ I 7. NUMBER OF DWELLING UNITS ...... SEE UNIT COUNT SUMMARY TABLE BELOW 8. TOTAL NUMBER OF LOTS ......•...... SEE LOT SUMMARY TABLE BELOW 9. PROPOSED PARKING SPACES ....... SEE PARKING SUMMARY TABLE BELOW z ~ 10. BUILDING COVERAGE COMMERCIAL AREA = 13.02% RETAIL = 6,000 SF RESTAURANT = 4,000 SF SENIOR APARTMENTS = 14,040 SF LARGE ro~s '.'.'. _¼,~ ¥f BUILDING COVERAGE RESIDENTIAL AREA = 29. 75% LARGE TOWNHOMES = 101,190 SF SMALL TOWNHOMES = 85.299 SF /DIAL -186,489 Sf 11. BUILDING SQUARE FOOTAGE COMMERCIAL AREA: RETAIL RESTAURANT SENIOR APARTMENTS LARGE TOWNHOMES TOTAL RES/DEN TIAL AREA: = 6,000 SF = 4000SF = 3,t022 SF = 3.>.686 SF -19,708 sF = 297431 SF --,;~r "\.'-~ ~· ~ l<R l.• \~~=---y PACIFI OCEA LARGE TOWNHOMES SMALL ro~s : ~~~ ~ CITY OF ENCINITAS 12. PERCENTAGE OF SITE TO BE LANDSCAPED RESIDENTIAL.. ................... 34.5% COMMERCIAL.. ................... 44. 6% 13. OPEN SPACE/REC. AREA REQUIREMENTS ..•... SEE COMMON RECREATION AREA SUMMARY TABLE BELOW 14. UNDEVELOPED AREA. .......•.............•.......... 0.51 AC 15. STORAGE SPACE. ...................................... SATISFIED VIA GARAGES 16. AVERAGE DAILY TRAmC .........•.............•. SEE ADT SUMMARY TABLE BELOW 17· SERVIC~fJWI_CJfsTRICT -CARLSBAD UNIFIED SCHOOL DISTRICT WATER DISTRICT -CARLSBAD MUNICIPAL WATER DISTRICT SEWER DISTRICT -CITY OF CARLSBAD 18. AVERAGE POTABLE WATER DEMAND ........................ SEE BELOW PEAK POTABLE WATER DEMAND ...•.•...........•.•........ SEE BELOW 19. PEAK /RR/GA TION ..................................................... (PER L.S. PLANS) 20. AVERAGE SEWER GENERA TION ................................... SEE BELOW 21. DRAINAGE MASTER PLAN LOCA TION .................................... BASIN 'B' 22. PROPOSED DRAINAGE DISCHARGE 100-YEAR STORM ........... UNDETAINED: 52.81 CFS DETAINED: 37.92 CFS SF/UNIT MINIMUM ACTIVE MINIMUM ACTIVE AREA PASSIVE AREA NUMBER OF AREA (SF) PASSIVE AREA USE UNITS REQD REQUIRED (SF) REQUIRED (SF) PROVIDED (SF) PRO VIDEO General Plan -Residential LARGE TOWNHOMES 200 17,451 8,026 SMALL TOWNHOMES 200 18,514 8,403 TOTAL General Plan -Commerical AFFORDABLE SENIOR 46 20 NIA 920 NIA TOWNHOMES NIA NIA NIA NIA NIA FIRE FLOW -GALLONS PER MINUTE AREA (SF) SPRINKLERS PER SECTION 8105. ET SEQ. PER SECTION 17. 04 ET SEQ. USE CALIFORNIA FIRE CODE CARLSBAD MUNICIPAL CODE General Plan -Residential LARGE TOWNHOMES <3,600 SF YES 3,500 X 50% = 1,750 FOR 3 HOURS 3,500 X 50% = 1, 750 FOR 3 HOURS SMALL TOWNHOMES <3,600 SF YES 3,500 X 50% = 1,750 FOR 3 HOURS 3,500 X 50% = 1.750 FOR 3 HOURS General Plan -Commerical AFFORDABLE SENIOR 48.400 SF YES 6,000 X 50% = 3000 FOR 4 HOURS 6,000 X 50% = 3,000 FOR 4 HOURS TOWNHOMES <3,600 SF YES 3,500 X 50% = 1,750 FOR 3 HOURS 3,500 X 50% = 1, 750 FOR 3 HOURS QUALITY RESTAURANT 4,000 YES 1,500 X 50% = 750 FOR 2 HOURS 1,500 X 50% = 750 FOR 2 HOURS SPECIALTY RETAIL 6,000 YES 1,500 X 50% = 750 FOR 2 HOURS 1. 500 X 50% -750 FOR 2 HOURS VICINITY MAP NOT TO SCALE TENTATIVE TRACT MAP FOR MARJA ACRES I I I J_ I I ' I '-I 'I I I I I PROJECT ADDRESS 4901 EL CAMINO REAL CARLSBAD, CA 92010 OWNERS: I I I I I MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNTINGTON BEACH, CA. 92648 DEVELOPER JASON HAN, NUWI CARLSBAD LLC 2001 WILSHIRE BL VD, SUITE 401 SANTA MONICA, CA 90403 (310) 864-2427 LEGAL DESCRIPTION PARCEL "B" OF CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. MAY 30, 2013 AS DOCUMENT NO. 2013-0338926 AND PARCEL "A" OF CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 30, 2013 AS DOCUMENT NO. 2013-0338927 CONDOMINUM NOTE THIS IS A RESIDENTIAL CONDOMINIUM PROJECT AND CREA TES 248 RESIDENTIAL AIRSPACE UNITS AS DEFINED IN SECTION 4125 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA AND IS FILED PURSUANT TO THE PROVISIONS OF THE SUBDIVISION MAP ACT. LOT 3 -13 UNITS LOT 4 -59 UNITS LOT 5 -38 UNITS LOT 6 -82 UNITS LOT 7 -56 UNITS TOTAL = 248 UNITS RETAINING WALL NOTE ALL KEYSTONE WALLS WILL BE PLANTABLE AND PLANTED. CML ENGINEER KEY MAP SCALE: 1 • = 120' INDEX OF SHEETS 1 TITLE & NOTES 2 TENTATIVE MAP EXHIBIT 3-5 EXISTING SITE 6 OVERALL SITE PLAN 7-9 DETAILED SITE PLAN 10-12 SITE GRADING 13-15 ON-SITE UTILITIES 16-18 STORM WATER FACILITIES 19 SECTIONS AND DETAILS 20 RETAINING WALL PLAN AND DETAILS 21 ACCESSIBILITY PLAN 22 ACCESSIBILITY DETAILS 23 CONSTRAINTS MAP 24 CONSTRAINTS MAP CROSS SECTIONS 25 ALTERNATIVE SITE 26 TRUCK TURNING PATHS FLOOD ZONE DESIGNATION SAN DIEGO COUNTY, CALIFORNIA AND INCORPORATED AREAS FEMA MAP NO. 06073C0768G, PANEL 768 OF 2375 MAP REVISED, DATED MAY 16, 2012 ZONE X-AREA OUTSIDE THE 500 YEAR FLOOD PLAIN BASIS OF BEARINGS I ~ THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD83, EPOCH 1991.35, AS DETERMINED LOCALLY BETWEEN CITY OF CARLSBAD SURVEY CONTROL NETWORK PT NO. 110 (CLSB-110) AND PT. NO. 126 (CLSB-126), AS SHOWN ON RECORD OF SURVEY NO. 17271 (FILED 02/08/2002) BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2. 2002 ELEVATION: 71 96 DA TUM: NG\ID 29 HORIZONTAL COORDINATES: N 68.02'46" W 2300.98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 EXISTING LOT LINE STREET CENTERLINE CONTOURS 6" CURB & GUTTER SIDEWALK EASEMENTS WATER LINE RECLAIM WATER LINE SEWER LINE SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE FIRE HYDRANT RETAINING WALL PALM TREE TREE STREET SIGN WATER METER BUILDING WATER VAL VE POWER POLE CATCH BASIN STREET LIGHT TRAmc SIGNAL OVERHEAD POWER LINES TRANSMISSION TOWER TRAmc LANE PAINT FENCE PARKING STALLS /SA SYMBOL CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 LEGEND --90-- --w-- --RW----s-- ® --SD-- @ CXXJFH e e ~ 0 _Q_Q_ 1M] D 0 OPP o------0 ---<HE--- --x-- Ill PROPOSED LOT LINE LOT NUMBER CONTOURS 6" CURB & GUTTER CONG. SIDEWALK WATER LINE RECLAIM WATER LINE SEWER LINE SEWER MANHOLE SEWER SERVICE PR/VA TE STORM DRAIN STORM DRAIN MANHOLE FIRE HYDRANT C.M.U. RETAINING WALL C.I.P. RETAINING WALL LOT14 ------00----- --w----RW----s-- ® .,..FH KEYSTONE RETAINING WALL w w w w w w (NOTE: WIDTH SHOWN ON PLANS REPRESENTS SETBACK PER WALL BATTER) GRADED SLOPES (2: 1 MAX) y y -~-~- ELEVATION 67·00 TC 6" CF DIRECTION OF FLOW ACCESSIBLE PARKING ACCESSIBLE RAMP STREET LIGHT WATER METER CATCH BASIN BIOF/L TRA TION BASIN RIP RAP BROW DITCH PROPOSED EASEMENT 2% • ~ D !\it! [i] l:l (ZIJ:~:IJJ)) ~ ABBREVIATIONS A/C ASPHAL TIC CONCRETE BSL BUILDING SETBACK LINE BW BOTTOM OF WALL CF CURB FACE CO CLEAN OUT ES EXISTING SURFACE FL FLOW LINE FG FINISHED GRADE FS FINISHED SURFACE G GAS GRADING ANALYSIS CU~--2~4~7~2~2~7 __ CY FILL: 183,942 EXPORT: 63,285 CY CY REMEDIAL: 120,255 CY IE INVERT ELEVATION M METER MOD MODIFIED RW RECLAIMED WATER R/W RIGHT OF WAY SD STORM DRAIN TC TOP OF CURB TG TOP OF GRATE TW TOP OF WALL W WATER NO OFF-SITE GRADING IS PROPOSED VOLUME OF GRADING: 11,972 CY/AC NOTE: EXCAVATED SOIL SHRINKAGE IS 8%-10%, NOT ACCOUNTED FOR ABOVE. L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com HOWES WEILER LANDY -PLANNING & ENGINEERING 2888 LOKER A VENUE EAST, SUITE 217 CARLSBAD, CA 92010 ~ CITY OF CARLSBAD ~ l------1--+---------------t----t--+------II----I L...l_J PLANNING DEPARTMENT L.1..§__J ~':""'""--J----'=:=---+':::"''=:=':'=-----------t----t--+------II----I ;:::T::::;E:;NT:::;:A:;T::::;IVE'.,;;::;:MAP:::::;:::::;FO;;;R:=· ========::::::...:::::=::::::; 08.01.19 ML FINAL SUBMITTAL PHONE: (760) 929-2288 FAX: (760) 929-22B7 06.11.19 ML 91H SUBMITTAL 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. ______ PER CONDITION NO. _____ _ 09.19.18 ML 41H SUBMITTAL OF 07.16.18 ML 3RD SUBMITTAL DRAWING NAME: PLANNING COMMISSION RESOLUTION NO. _____ _ 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL TITLE & NOTES DATE INITIAL DA TE INITIAL DA TE INITil<L EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL LOT SUMMARY LOT NUMBER LAND USE AREA S.F. ACRES 1 AFFORDABLE SENIOR 89,756 2.06 2 COMMERCIAL 85,044 1.95 3 TOWNHOMES 40,692 0.93 4 TOWNHOMES 136,611 3.14 5 TOWNHOMES 78,937 1.81 6 TOWNHOMES 134,489 3.09 7 TOWNHOMES 103,507 2.38 8 9 PRIVATE DRIVE 40,353 0.93 10 PRIVATE DRIVE 106,187 2.44 11 PRIVATE DRIVE 9,562 0.22 12 RECREATION AREA 35,444 0.81 13 RECREATION AREA 31,703 0.73 SLOPE LOT 7,350 0.17 TOTAL 899,636 20.65 Nov. 3, 2020 Item #6 Page 182 of 1999 !. -----• 48.8 44.9 ~)>~---/" <' " D'-\TE· "v182.8 @MH /' 'L_ - ~ I 87J _j . -- MARJA ACRES TENTATIVE MAP --lfB.7 ~--115.7 _..lJJ.1'_, If5-...::... ----= -=--=--_-_ ":''3~~~~~~~~~,;.-'.;·/~0,~.J~--::=s.i-~·""-~-~-~;,-==-,,:-~-~-;;;-;::;;;,,:~'='~==-===· -':;~;;--:-c;::-~\~!J ;_; ~ ---c-=--'== -= -_:-~ ~ ~ -; =--= ~-~ -_ ~-~. ~,~ EXISTING RIGHT-OF-WAY PER DOC NO. 76-4~80a2 5'7 EXISTING RIGHT-OF-WAVPER RS 682 --\154.26' ,, , _ __,-----\ ---...... ·"",:;-·:::::?;: ----3 . .,._ 92.5 60 30 0 60 120 180 I ~r----1~_1 ---08.01.19 ML FlNAL SU BM ITT AL SCALE: 1" = 60' 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 69.6 69.9 N02'25'23"E 0.01' .~ C;;:-___ U--~ <ri -~ ~ ;;; I ~L "' ~ 87.5 (I'). --"'' ~ DA TE INITIAL OTHER APPROVAL 115., _j 86.3 CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 NOTES: SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS EASEMENTS: @ ® PROPOSED GENERAL UTILITY AND ACCESS EASEMENT PROPOSED EMERGENCY VEHICAL ACCESS EASEMENT L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com DA TE INITIAL CITY APPROVAL CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: TENTATIVE MAP EXHIBIT ~ Ll_§J Nov. 3, 2020 Item #6 Page 183 of 1999 ) I 8 43.4 I ' i ., i I , / / // .' ' / / // I_ ~~::/ I :r ' ' '' : ' ' ,' , : I I I i I ■■ ' i ' ' ' ' ' ' ' i \ I ' ' " Jg,·5~, I >< 2-,·, Dense Trees . ' \',\•,·-/ 42_}\. '\ \\ \' ·,1'1 it'{' ' X '.~~> --q-'-- : ·-.. <_·. \ . --\\I,\\\\ ,\ !STING.\ '\ ·--~·· -_----r. ·---i. 'f·-->··-._" ~~---/ _,,' --~:_-/.~ '(-,,, 1\, ',l:->•,,,,-~~I' ' ', ,;/ , __ ,/•1_ •, \( ' MARJA ACRES TENTATIVE MAP ' ·-·- " C ~' . ~.to ::---::::..: . ---z· ~ • '· MATCH LINE SEE SHEET 5 40 20 0 40 80 120 l~~f----1 __ 1---, SCALE: 1" = 40' NOTES: 1. 2. 3. 4. PER HIS LETTER TO HWA DATED JUNE 25, 2018 KINDER MORGAN'S DIRECTOR OF PIPELINE ENGINEERING, H. HOOSHVAR, STATED THAT KINDER MORGAN IS WILLING TO ABANDON THE 10 INCH DIAMETER LIQUID FUEL PIPELINE, LOCATED IN THE ABANDONED RIGHT-OF-WAY OF EL GAMINO REAL, IN PLACE. THE EXTERNAL LOT DIMENSIONS SHOWN HEREON WERE MEASURED AND ARE SHOWN ON A RECORD OF SURVEY BEING PROCESSED BY THE COUNTY SURVEYOR. ALL EASEMENTS LOCATED ON THIS SITE WILL BE QUITCLAIMED BY THE DEVELOPER AND REMOVED EXCEPT FOR THE 150' SDG&E EASEMENT. ALL STRUCTURES, CONCRETE, PAVEMENT AND FENCING WITHIN THE BOUNDARY OF THIS PROJECT TO SHALL BE REMOVED. • ■ ■ I ■ ■ I -_ -~UBL~ ---_ssr 52'28''V - - ----------- co O EXISTING FIRE HYD. ■ TO BE RELOCATED EXiSTING POWER POLE TO BE REMOVED o. 81085 ~ -< . 09-30-19 I ■ ■ 5. 5 CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 LEGEND EXISTTNG BOUNDARY EXIST. LOT LINE EX. STREET CENTERLINE CONTOURS EX. 6" CURB & GUTTER EX. SIDEWALK EX. EASEMENTS EX. WATER LINE EX. SEWER LINE EX. SEWER MANHOLE EX. STORM DRAIN EX. STORM DRAIN MANHOLE EX. FIRE HYDRANT EX. RETAINING WALL EX. PALM TREE EX. TREE EX. STREET SIGN EX. WATER METER EX. BUILDING EX. WATER VALVE EX. POWER POLE EX. CATCH BASIN EX. STREET LIGHT EX. TRAFFIC SIGNAL EX. VEGETATION ---- ----96-- - ---w--- ---s--- ===SD=== SD 1M] D Opp ca o------0 □--R- 0 EX. OVERHEAD POWER LINES ---OHE-- EX. TRANSMISSION TOWER EX. FENCE EX. PARKING STALL EX. HANDICAP STALL L HOWES I WEILER I LANDY PLANNING & ENGINEERING --x-- Ill Iii Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com l----+--+------------+---+----+---+-----I I SH3EET I CITY OF CARLSBAD ~6 PLANNING DEPARTMENT l1_Qj ;;T::::;E:;NT;::::A:;T;::::IVE~::;MAP:;:::::::::::::;FO:;:R:;::::·=========:::....:==::::::: 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL MARJA ACRES 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL EXISTING SITE DATE INITIAL DATE INITIAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 184 of 1999 LO I-w w :r: en w w en w z ....J :r: (_) ~ ~ ----------c ~ ~;;i-0;::·,--.c_c;•c_. cc·:..:.=..c::.-~~:,ea.ruoLc..-:C.::::C~-=c:::c~======~~~=-=&"",~~ \ "-.' ' -~"' "a._ -~ ' :>$::' '-'\.,_ -~~ -~ - :_:-:::-'--:_ ~ ---=--- .ii ■ · ~~:?-c:--\ ~~ ~ · --~-~~~ -· -7 .. --. ---. ~------~ rJ~LINEGTX -~1 -.::~i,~~i;;:~-a;-~2 =~=~1!~]i~~EL-"-c'.:,_=:.,N-.o:cAA .. -r. _:/' ·' · Jl."' _ ~• ·· -,n-" --• .· ... MIYlln' ~ . -1---,, ~■-___ -,:_""7 :_[' -!./<,1~:,J.J,J.--=l -.1 --w-!' --J (P~L•~>._,: __ . '},' --=----f- ,oo--- / - 703.6 / / / I ■ IOJK.f ■-----­/ v· /• / . 1/ ,, 'ft-\C'\ // ~~\l .. · / / ..-. . .• op/ v,,,,.._.-~/ / " -- / ( \ /' . ",jJ/) / /, / " " 97.3 NOTE: 88. 0 .&- -;;...~_~-::-:...---------=--- x 10"='F~LIAIN=-:._ --= 87.5 972 I I \ \ 5.9 6.B " I \ ALL EASEMENTS LOCATED ON THIS SITE WILL BE QUITCLAIMED BY THE DEVELOPER MARJA ACRES TENTATIVE MAP 40 20 0 40 80 120 ~I~ I I SCALE: 1" = 40' ~ -< o. 81085 . 09-30-19 CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com CITY OF CARLSBAD ~~,j.___!!.e__~~~~---------+---+--+--+---1 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 91H SUBMITTAL I SH4ET I PLANNING DEPARTMENT TENTATIVE MAP FOR: ~ Ll_§J 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RO SUBMITTAL 04.05.18 ML 2NO SUBMITTAL 08.31.16 WB 1ST SUBMITTAL EXISTING SITE DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 185 of 1999 ' ///.1.-.·.l / /, / / I' , '.· 37 __ I ; I ; 38-,i ■ ■: , 96.J' 96,5 96.4, 0 98.1 / / / / 8.18 EXISTING WAREHOUS TD BE REMOVED 98.9 ·-.. -- EXISTING STORAGE SHED-...,,--.... 97.B ,/ ✓, / TO BE REMOVED / / / / \ 85.8---__, MARJA ACRES TENTATIVE MAP 102.3 ' ·-. ~--r-""7""". EXISTING ROLL OFF CONTAINER , 2___30 BE REMOVED r·~::104.2 \ \ I \ 99.3 \ ' ' / 103.1 102.6· '/00.8 , , 103,6 I 104.7 EXISTING PIPELINE EASEMENT TO THE CARLSBAD MUTUAL WATER COMPANY RECORDED NOV. 31941, IN BOOK 1271, PAGE 70 OF OFFICIAL RECORDS A 15' PORTION ON THE PROJECT PROPERTY TD BE QUITCLAIMED 104.9 104.9 105. 4 \ \ 104. , ~ h* EX. 14" CMWD STELL WATER MAIN, COINCIDENT ~TH PROPERTY LINE ABANDONED PER DWG. 164-7 SHT.3 SHOWN AS BA<::KFILLED AND ABANDONED PER DWG. 177-7, SHT. 3 I 10J.7 / .·~ ,' ,' .. ·:i,,;j' ,,, w 40 20 a 40 BO ~I~ I SCALE: 1" = 40' 106.6 106] 4,:5 ,, ·---~,.,c.·.01"•- 120 . ' :--,ff) / '.,ii '/0 :----<_-. :::-' . . ./ ---· __ ,,, , --------.--· ,8 I I I ~ -< o. 81085 . 09-30-19 I CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 NOTE: CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 ALL EASEMENTS LOCATED ON THIS SITE WILL BE QUITCLAIMED BY THE DEVELOPER AND REMOVED EXCEPT FOR THE 150' SDG&E EASEMENT. ALL STRUCTURES, CONCRETE, PAVEMENT AND FENCING WITHIN THE BOUNDARY OF THIS PROJECT TO SHALL BE REMOVED. -.::I"' 1-w w :r: U) w w U) w z KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 1----+--+------------+---+----+---+-----I I SHSEET I CITY OF CARLSBAD ~6 08.01.19 ML FINAL SUBMITTAL PLANNING DEPARTMENT L.l§.j ;;T::::;E:;NT;::::A:;T;::::IVE~::;MAP:;:::::::::::::;FO:;:R:;::::·=========:::....:==::::::: 06.11.19 ML 91H SUBMITTAL 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RO SUBMITTAL 04.05.18 ML 2NO SUBMITTAL 08.31.16 WB 1ST SUBMITTAL EXISTING SITE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 186 of 1999 ,--• ~ I J l=Y " .ii ! II I I I I- I I I I J .• ;,., I ·/, I . : / ;, / / '1 "I r i ~~ ' ,' , ' Dense Trees SHEETS 3, 7, 10, 13 & 16 I I ~ns t:e - 0 . I I . --i/ MARJA ACRES TENTATIVE MAP ------ 08.01.19 ML FlNAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION ----- DATE INlllAL OTHER APPROVAL - DATE -- CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEETS 7.9 FOR DETAILED SITE PLAN SEE SHEETS 1().12 FOR PAVING AND GRADING PLAN SEE SHEETS 13.15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16'18 FOR STORM DRAIN IMPROVEMENTS 160 30 o " ~I~ 60 I SCALE: 1" = 60' L HOWES I WEILER I LANDY PLANNING & ENGINEERING 120 I 180 Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: ~ LZ§_J INlllAL OVERALL GRADING SITE & PLAN CITY APPROVAL R20' R30' Nov. 3, 2020 Item #6 Page 187 of 1999 I @MH --7 '· - -'-I ' '' I I/ --~-' '// ' ' ;: / / I ' : ' ' : ' : ': I I ,'' ' I I / / / -- ' ' ' I ------ ' ' : ' ' '' '' : ' : ' ' ' ' : u i ' ' ' I Dense Trees --: ' KEY MAP /-ci ' / I I / / ' ' ,, "~ ' ' : ""' I \\ \\,' , I I '1111'---- ' I' ' 11 '"- I i : ' " I PROP. KEYSTONE RETAINING WALL 11.2' MAX HEIGHT ' lf_~~~~ TRASH ENCLOS / / LIMIT OF 50' :•"<:::"/"'--!.,, RIPARIAN BUFFER •~i ' ' T - . (~:;" PROP.KEYSTONE r '"7'c--'/.:..i / RETAINING WALL 11.2' MAX HEIGHT ' ' : PROP. KEYSTONE , RETAINING WALL ' 16.5' MAX HEIGHT ' I I ' ' ' ' ' ' ' r ' ' : PROP. KEYSTONE RETAINING WALL 23.6' MAX HEIGHT MARJA ACRES TENTATIVE MAP MATCH LINE SEE SHEET 9 40 20 0 40 BO 120 ~I~ I __ I SCALE: 1" = 40' 08.01.19 Ml 06.11.19 ML 04.16.19 ML 03.04.19 ML 01.17.19 ML 12.03.18 ML 09.19.18 ML 07.16.18 ML 04.05.18 ML 08.31.16 WB DATE INITIAL EN GI NEER OF WORK A l) \.I 4COI 170L 171L 172L FINAL SUBMITTAL 91H SUBMITTAL 81H SUBMITTAL 71H SUBMITTAL 61H SUBMITTAL 51H SUBMITTAL 41H SUBMITTAL 3RD SUBMITTAL 2ND SUBMITTAL 1ST SUBMITTAL REVISION DESCRIPTION I ~ 0 "' I 173L DATE L 174L INITIAL OlHER APPROVAL DATE A 175L CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 I I I I I I I I PUD 2018-0007 NOTES: SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS 12Cl l) \J 00 1-w w I Cf) ~ 0 J "' I I I 176L 177L BL 179L L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com I SH7ET I CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: DETAILED SITE PLAN ~ Ll..§J INITIAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 188 of 1999 177L MARJA ACRES TENTATIVE MAP CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 I ' I I ---=:__-->,..i ---=.__-_------ _______ c; ----~-_:-_ ~--~-~ ----~=~~---c -; ~-~ __ '.:c:.,;~--~~i _--~-]_(_~::;::>--~1\Fr~:~v""'-~--~~-.--c~ / -_::_: SL .,,, // \!') ,.::..;----- ...-,/ ,/ c,, / PROP. KEYSTONE RETAINING WALL c 12.9' MAX HEIGHT \ '--,_) _1-r r \ ' \'". ·i-'-,-\;--> •tv• ~\<, ,r( ~, -,. _, :../: .£·· •" _,_, ~ C I I /I \ 0 r: I I I I ' / -' -. y-· ( ---o f ( '1 ' ,fr ! ) ._, __ ,_,_._.___,_,_ , •-~ I , ,..,1 r - " . Dense Trees PROP. C.I.P. RETAINING WALL 22.0' MAX HEIGHT I I ,__._,I_,::,__ I I• ' ,~ @MH ,.,,· ---- / -V ---~--:;---~---~M~~~7::;l / -~ -:: ---=~----------~, --n --- / ---------: \'I ----( . ----- - -- -r'~.--- .--\ ---~ - ------------- 40 20 0 40 80 120 ~I ~--1 I SCALE: 1" = 40' 467+00 -v y X X X X X X X x Ir ,.. - -RJW- - --RJW- )<. --.c-A ·-,, x " " . X X X ,.X. X .l)\'•,X_ X X . - X ,S, X X >< X XxxXX:xxXXx X ? X X X )< Y 11 I I f- ">( X )( )( .y X "" xs;, -X· X X X X xx Xx,x Xxx).:X:x\ ----::=-t >-F---::+----, +~+ ,-d-,,;=6 t==, +,-,==+ ,_i=5 ,:±-t; +,; ,+ < .+ --t_, +-•_,+____;:;;._--h-:t--~ ,---t-,-~ ---;y--<~ T +,;=+ --~ <:'E= / _±_ _± ___±_ +---±-4---+-----+ -+--+ -+---+-----::i=-+------=F + +-------=t + + + + + _+ +_+_+_+_+-+-+-+- + + + + + + + + + + + _±__+ __±__+ _-I ------±---+-+--+-+-+-+ + + + + + + + _± ,----- --=f--+ ------cj=-+-----=i=-~ ~ ~+ + + + + + + + + + + + __±_ __±_ _+-+---1----1--+-+-..:i:--+ + + + + _+~ + _+ ____±__ + __=t,_ +--+ +--+ ---+-+--I ~ +-+-+ + + + + ~ _±_ _±_ _±_ ...± __± ---=I,, ~ T + ~ + + + + + + + + + + + + + +__± _±_ ---cl=--+--+----+--+-+ + + + + + + + _+-+--+ --+-+---+ -~+------,:-~ + + + + -I + + + + +_+_+ _ _±_ _±_ ____:¼=_ -+--+--+ -+ ~ - + + + + + + + + + + __±_+_______cJ=_ +---+-A-----=i=-----=i=-T + + + + + + + + + + L -+-~+ -+~+ -+ -+~ +-+-+ + + + + + + +_+_+_+-+-+----t--+-~ ----=i=-+ + + + + + + --L____± 4---+-----+ -+--t-------=ic--+-----=i=-~ + + + + + + + + + + + +-+-+-+----i=- ~+--= --t.:;;::(+ _± __j-; _ +_ + _ _±_ _± _±I--+_+_::-+--+ ---=--+r;:=_ +=-----~1_±_ _ _j---ill--+_ --!:_Ill_± _j---t ;..::::_-+---=---~I_± _+ -t --+::_ , _, -, -· , , , , , , , r _ -· -------CONDO LINES PRIVATE OWNERSHIP -OWNED & MAINTAINED BY CONDO OWNER EXCLUSIVE USE AREA-OWNED BY HOA, MAINTAINED BY CONDO OWNER COMMON AREA -OWNED & MAINTAINED BY H.0.A. SLOPE AREA-OWNED & MAINTAINED BY H.0.A. CIRCULATION AREA -OWNED & MAINTAINED BY H.O.A. TYPICAL OWNERSHIP & MAINTENANCE DETAIL FOR EXCLUSIVE/COMMON USE AREAS SCALE: 1 • =40' PUD 2018-0007 NOTES: SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com l----+---+-------------+---+----+----+-----I I SH8EET I CITY OF CARLSBAD ~6 08.01.19 ML FINAL SUBMITTAL PLANNING DEPARTMENT L.l§.j ;:;;;:::::;::::;:~;:;::::::;::::::;:;:::;::::::======:'....::::=~ 06.11.19 ML 9TH SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL MARJA ACRES 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DETAILED SITE PLAN DA TE INITIAL DATE INITIAL DATE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 189 of 1999 / / . " ,,,1/ \ '\':, ·. ·/:k·-., )'?' ·/ '/ /. I / . , . • '• • / . / / '-·/ . ,:'; / / / I l ! I I ! / I / (iJ -:_~, I ' I . ~,-}/ ' " . ' . . • •· . . !~_/ ,. (--:) I . . / / . . • I ; / . • -- ! • ! . . /. /l / l' . 1', PROP. KEYSTONE-.,,,.,-.~ ;, RETAINING WALL Ii .. PROP, KEYSTONE RETAINING WALL ' 11.3' MAX HEIGHT -·: - '· '. / ,,--r~,- l -\ I ~ / I _., -1 • • • / _/ I ! / / -- ' --- ( /_ .. \' . ,• />.,t'·~r //. {· -, I ,/ . / >:.-,'J ' a ; / . . • / --" "'-""' ~ --== i ! o '- ---:-,._-P s MARJA ACRES TENTATIVE MAP MATCH LINE SEE SHEET 7 PROPOSED ->~. LOT 12 • / /1 \RECREATION) \; \ . y \\ )· ~ 40 20 0 40 80 120 ~I~ I __ I SCALE: 1" = 40' 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RO SUBMITTAL 04.05.18 ML 2NO SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE 177L SL I CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 179 NOTES: CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN •-= SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN I I ~Cl f_; I ,. '\""~ SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS w z _J I (.) ~ ~ KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: DETAILED SITE PLAN INlllAL ~ Ll..§J CITY APPROVAL 49.0 TG 45.0 IE 58.0T W 48.0B W (49.0 TC) (48.5 FL) (49.1 FS)(48.6 FS) 50.0T W 48.0B W SEE NORTHWEST GRADING DETAIL 1, THIS SHEET PROPOSED KEYSTONE RETAINING WALL H=16.5' SAFETY FENCEAT T/WALL PROPOSED RIP-RAPPER D-40 PROPOSED CLEANOUT PROPOSEDBROW DITCH 2:1 PROPOSED D-41 MODIFIEDCONCRETE ENERGY DISSIPATER LIMIT OF RIPARIAN 50' BUFFER Nov. 3, 2020 Item #6 Page 190 of 1999 ----,.... ·--\_, . . .2 ' . 3.4 @MH 439 42.8 I ~ I I ',;,50.3 -i ', ',C.<--j '~-----I' I [F SECTION G-G SCALE: 1" = 10' )( ' 47, : ' ;' ,' / / / ' '; ;O ), 39.6 Ji " '' 'I I _, ', / ' ' . ,' i ,' Jr' ' .. Jj_J _ff m1J,,... ___ _ ,_ IC,'~- i 1;..;1 l s ' I' -.-,, ' ' ': I / I / I : I/ :_1 ~-_1.J9.7 / 39.3 , 9 ' ' ' ' ' : ' 11.57W 4798W H=23.6" .rr ' ' I ' ' ' ~;::-1:SS ' ' '.":;" ' ' ' / AO I[ I I ' ' ' ' I SAFETY FENCE ATTIWALL 36' 10' MIN. 2%min. 60- 50- -60- 1 PROP. RET. WALL ~t EXIST;) ! -1~:EIGH~ _ _ GROUN~ _ 50 _ I --./ IC, --" TEMP. 40-PROP. STORM DRAIN 80- 75-72.0FS 3% 7o-RETAINING WALL 65- SECTION A-A SCALE: 1 • = 20' SAFETY FENCE ATT/WALL 6' Bi~iN _I\\ . , / i~=-'-"-'r · .·C C 'c'c'c'c'//..:...~ SECTION D-D SCALE: 1• = 10' SHORING -40- WALL -80 -75 -70 -65 MARJA ACRES TENTATIVE MAP NORTHWEST GRADING-DETAIL 1 .....__ -----,--; ,,---- -// -----_ _, 60.6 FS 160.37W 55.68W FF=60.67 FP"6/J.OO ■ PROP. KEYSTONE .cccCR/P-RA • ··-··-·--· --··c,.--. :::::~:-,:::: '"'!:;':: 1O-FIL TRA TIO : BASIN -BMP 4 ,;~,~~?sj'~:~" ~"'.PROP. fNlET" :c :; TG=57.25 :::: ::=::z~~:=::~::-=:: :;; •· . PROP. " ·-·· . ' -··-. . . -·· . . ' ~12~.0~TW'-'+-., __ RETAINING WALL 69.4 BW 4.6' MAX HEIGHT '. 71.4 PIV , 12.68W 2%min. 75- 70- 65- 60- 40' SETBACK SAFETY FENCE ATTIWALL 5' DECEL SECTION 8-8 O" HEIGHT CURB SCALE: 1 • = 20' 5' 2% MAX - HANDRAILS BOTH SIDES DEEPENED CURB SECTION E-E SCALE: 1• = 10' -60 -50 -75 -70 -65 -60 SCALE: 1 • = 20' ~ 66.BTW 66.BBW MATCH LINE SEE SHEET 12 80- 70- EXIST. SURFACE 60- I[ I I VARIES 1 DECEL 5' 4' LANE TISLOPE 70.0 ~w 2' ~~ 1 IL ~ 1-~1~0•~ 2% MAX FF=72,67 4-.~\ _..!.-\==tj:::::::=== ..,>--;,o--- 6" DEEP SWALE SAFETY FENCE AT T/WALL RET. WALL PRO . CURB & GUTTER 75 - 70 - 65 - TISLOPE 68.5 SECTION C-C SCALE: 1 • = 20' 10' 6" DEEP SWALE 70.1 TC 69.6 FL SECTION F-F SCALE: 1 • = 20' -75 -70 -65 ao.oo· v.c. V1 S-"fA-1-1-+ 15,00 PVI ELEV 5 .658 <~ >-W ,---+----+(/) u u> >W 2.00% I CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS SEE SHEETS 21-22 FOR ADA ACCESS AND GRADING DETAILS 5'H---+---+----1+---+---+---t---t--------t---+-----,-t------i-------J \ SCALE: 1 "=40' H. I J I 4:0-1---+----+----+----f---t---+----+---+-----tt---+----+----+----1 10+00 H:!'71 \ FF=85.15 \ FF=85.75 \ fP.85,00 ,=p---85.00 I FP==IJ5.(}() ''"'' I 169L 1 , 170L -80 -70 -60 40 20 0 40 80 .___I ~f------1 __ 1----, 120 SCALE: 1" = 40' 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION 12+00 171L FF=85.75 \ FF=85.75 \ FP:85.00 FP;::85.00 L 172L I 173L \ 174L DATE INITIAL OTHER APPROVAL 13+00 ~,I.Ill ~t _ '.<l<I 66 62.17W , -57.98W - -H=4.2' ■ 68 2:15 9r~~~ -~-.,'""'7'U,!~ ·-1 + FF=7f.75 ./\ FF=71.75 \ FF=Tl.75 \ FF=11.15 \ ~-: FP=lt.00 FP=lf.00 FP=lf.00 FP=lf.00 "t 9Cl I 1}CL CL 12CL ' 69.6 FS .··• I r·~ i@/ I ,Aqzll 1'1''"'>+½ r 1 I 19._or,y 8CL rel 6Cl I r19.oBw FF=122s I FF=122• \ -12.,s + I FP=71.50 I FP=lf.50 FP=71.50 79.0IW ■ FF~5.25 \ FF=85.25 -5.25 I FP--M,5/J I FP:84.5/J 11·5/J 175L \ 176L 177L \ BL ~ I • 84.3111 83.1 B~ fF=e8525 \ FP:84.5/J \ 179L ...- I- LU LU :r: en LU LU en LU z ...J :r: (_) ~ ~ L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com DATE INITIAL CITY APPROVAL ~O CITY OF CARLSBAD LlQ_J PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: PRELIMINARY SITE GRADING PLAN ~ Ll_§J Nov. 3, 2020 Item #6 Page 191 of 1999 )0,88' 'S REC. AREA6 'l,198 S.F. N ....... 1-w w .-,...., I -""";;c- cn w w en w ~ z _J I (._) I-i\\.. <( ~ ■ • 5!j.4 I .-,,/'" ------ -+---'1 \ 2CL FF=71.75 + J FP:7100 --•+ I 1 CL FF:71.75 I f \ [ FP=lt.00 1 J I , . .::_ -~ __ .----,-~- ,~1.. _,,.>"/ / 1.1.. 70 ' 'I.~ 'o0\ / >"1f i,,1.. 0 ' rfJ ' / --/ / ~/ '/ F=Ot.15 r>--Bt.oo 232L f: ADA ' / / FF=Bt.75 ' J. ~ FP=Bt.OO 230L ~ @~"' tl (;:I ,;, ~~~ ,x FF=81.15 I,' •="' t.oo 229L ( . - 9.6!.st',g;~·µ _ __:;;..::i.._J :1S tj 7~9.cf!O F...::S=::::::"""J-~--c1"' 2.8 FS 92.5 81.4 FS 2% - 222L 227L FF:52 FP=Sf.50 . ' 2 FF=82.25 ' 26L FP=Bt.50 . C ~) 90.5TW 82.0BW ,. 223L ·•···, H=B.5' 973 \ PROP. C.I.P. RETAINING WALL 22.0' MAX HEIGHT '95.9 I 972 40 20 0 40 80 I I I 120 l~~f-------1 __ 1-----, SCALE: 1" = 40' MARJA ACRES TENTATIVE MAP , 98.4 • 95 -V 7~./3 -I -- @MH --------1xf _____ _ ----' ·--0, ...,_ 00 ,_ w • ;:;:l '~ CD 36+00 / I 0 ~II I I I - -__,____ - l'f,I f / 324.96' -- -'· _[ DRAIN ITYP1 100.00' v.c. .. _,.. -' PVI ELEV 84. 52 ' .. -, ' ., ... ,..,' ----- ---------- ----------, ' ' ~ t NI K.Y UKIV I 37-ko I ' '0:1) ' I " ,~ ' w ' ~ ;:;:l ' ' ~~ -..............· ' ' ~ \~ \ ~o \ \ \ \ \ \ \ \ \ :Z--1-' KUt-11 .t Vlt:,IV ~.,, £: 1/ r', ~ 1 ,-,7 . ~ T I I ,/1 1 I 11,•:,: ·:\ '· - . ' 1 ~40j H. 1--~ \I 38+00 I I ~ \ I •• -():() v.u. PVI STA 39+26.3 ... CX) P\ll-E[E -02-:-218 ' "' K= 2.50 "' . co ! -w co ~ ...I ~ w ,...: ~ ~ ~ ~ . + ~ 0, 00 CD co ,,,,_ ~ ~ ~ ~ ::i ii. co -~ (/ VJ "- . ~ , ~ -- [; ~ ,/ I -I .. - \ I \ I ' / \ --. I 39J.oo 40+00 I:,_ )-, •'' " ,, .' ,:..J ,,, -_ / .... t--tlt-f t7 F:; - -L EX. GRADE'- 110 ~ --- SAFETY FENCE ATTIWALL 100 10' 90 I PROP. BROW DITCH i PROP. RET. WALL SECTION B-B SCALE: 1• = 20' 110 ..... -100 -- 90 80 70 60 70 -- 110 100 90 -- 40 55 80 110 100 100 90 90 80 CDP 16--33 SOP 2018--0001 EIR 2017--001 DEV16038 NOTES: CT 16--07 PUD 16--09 HOP 16--02 SUP 16--02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS 12' 7' 4' 18" MIN. 7 .5' 4.5' 6'± RET. WALL 1'MAXHT. SAFETY FENCE ATTIWALL..-__.. EX. GRADE~ / ET. WALL 7.5'MAXHT. --- SECTION E-E SAFETY FENCE ATTIWALL EX.GRADE~ -- 18" MIN. SCALE: I" = 20' SECTION D-D SCALE: 1" = 20' Ir. ....,~~__.1_,,.. SAFETYFENCE ATTIWALL 90 80 70 60 110 100 90 80 100 10' JEX. GRADE---!- 90 PROP. BROW DITCH PROP. RET. WALL 80 SECTION C-C SCALE: 1" = 20' KEY MAP TYPICAL COURT GRADING AND DRAINAGE DETAIL SCALE: 1"=40' ~ -< o. 81085 . 09--30--19 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 1--os._0_1.,-9+---ML---+-F-1N-AL_s_uB-MI-TT-AL----------+---+---1f----+----1 uTI CITXAN~! D~~~M~~BAD ~ Ll_§J 06.11.19 ML 91H SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL MARJA ACRES DRAWING NAME: PRELIMINARY SITE GRADING PLAN Nov. 3, 2020 Item #6 Page 192 of 1999 3 ' ,, I I I '16 I ")") '.Cf .,. C) . . . I !< . 'I . • . . • ,1 . ■ ■ PROP. KEYSTONE RETAINING WALL 23.6' MAX HEIGHT ,• . • ·~~t /' • i / ' /44.z> t ,_ 70.1 TW 54JBW " . . ,,V ~ 68.0 7W --ct:! 48.58W H=19.5' I 11.57W 41.98W H=23.6' e / : I I PROP. C.M.u.--,.,-• RETAINING WA~L. - -13.4' MAX HEIGH , 72.67W _;.., 1_-=:.- 59.2BW.~ -- ■ ■ PROP. KEYSTONE 12.0 7W RETAINING WALL "'::6,9.=",4:c.B:c.Wlc-· "--~ 4.8' MAX HEIGHT 72 · 77.0 FS 74 ~f""! --~:;r_jJ,\@..~g-,I" it; , ~Ji; 1 FF•7).J5 , 77 CJJ , pp,77.50 I I FF , pp:,71,00 1 FP= · 1 1 11 pP=77.00 1 -• 1 6S \' 5S 1 I~\ BS II 7S II J 111 I I 75.8 I~ PROP.J;.M.U.' ,,, -•• ' ~:_ . INLET "-,c''dJ 'RlliJ~ll:-IG;WAl;f,P"=---- A~i~· 9 . ~':f f.\Al(. HEIG~J 77.8 FS jo/o 2,250 S. 77.0 TWl .07W ~2F n85• 3.85 BW "' .. "" .. _ . / .ccCc"ccCc'CCCC""iN"'' BMF' ."3.e"' -FIL[ '~""'"'' ............... . MARJA ACRES TENTATIVE MAP MATCH LINE SEE SHEET 10 :;~§rtl~)l!_°!":~f-;t?::':~ : :; : CCC" ,cccccc . ,-·-84.8 7W 83.tBW 83.0FS , v , -~ FF"'BS.75 I \ I , FF=BS.75 \ FF=B5.~ ·1 ""P::85,00 \ 1 FF=B5.75\ ff,=85.75 \ =8500 \ fp-85uv r, , _ . I Ff~.75 I -B500\ fp::85.DO FP= · \ -. '1 7 I p--85.00 I pp,85.00 ', FP-. •. PJj,Qf. C':.M.~• L I 165L 1, 166L I cl 1 161L 1 162L I R~T/\INING WALL I I 159L 1 1 1soL 1, 1, 1.7' MAXIHEl~~T. 1 ,. • 1 84.7FS I . , -=-/ '-==-= .,; _ _,..'t: FS = PROP. /~LET // . ,~ 85.5 FS HI PNT. B 31Y)-N" ',....,. 63.se ' 167L 83.0FS \ ff,85.75 i fF,85.75 \ FF"85. 75 FP::85.00 FP=B5.00 ~ F\=85-00 ; 168L \ 169L 170L I 74 80 --(Jq.,) ,vv- 83.0FS -83.IBW..+--11\ 84.BTW- 83.tBW- FF=85.75 . · I FP"-85,00 FP•8500 FP,85/11) L 1'A \ 1J2L I 173L \ 1 CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 . ' ':!~--=r.::: ... ...,1.,,,,,,._, .. PUD 2018-0007 -~~~ 83.0F: J FMJ4.50 \ FMJ4.50 · I 176L j 177L \ BL 04.·31 83.1 t FF=85J. \ FP,84,i \ 179l NOTES: SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN -----= ----81.6 TW 85.0BW --=~ --PROP. INLET_/ BS.O FS SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16·18 FOR STORM DRAIN IMPROVEMENTS 8 15sL HI PNT. \ 157L \ 156L \ 155L LI Ff:=BB.25 \ FF=86.25 1FF=•86.25 ~-85.50 FP:::{]5.50 Ffr-85.50 153L REC. AREA6 2,198 S.F.,, ■ I I / ,;J ) .,1::s I , )); so 43:4-H=15.4' ff l 7i ' ' 3 .5 •NOTE/~o OFF-SITi , ~EDIAL / GRADl,NG IS PROP ED . ' I 35 I I . . • , I / ,I / / / • :;·., !' • • • • • I / I I ' I 11 1 1/ ' I / I 'I I I ,, 1 I I i' t I I I I I I I I I I I , , 11 \1, / I i111J il11\1' I I ·-·11, 11 I I ' I I /I I I ', l ' l f I I ;'·, II ·, \I' I I I ,' '' ' '. I \ 1, PROP. KEYSTONE-,., - RETAINING WALL '• . 3.8' MAX HEIGHT I I I I i' I ','' .--48.2 I I • I - 1 : , i'"' 1' j '\ PROP. KEYSTONE / ; ' ">,: \ , RETAINING WALL I / I : ; ,: , c"I \ · 11.3' MAX HEIGHT .·:~ , • • 11 ,.:.; I • ! ' . I ,, 51.6 TW ' ,, I I i ' I ; ' ' ' ' ' . i ,' . I ii I • I I • I I I,', 46.38W ' . " . . ' , ;I H=11.3' I ,, " ' Ii' ' • / ,:I ] e i I 7 I :I I 74.9 FS ' &? 0. C) 77.7 FS/ ,' . ' EVC 10.3 TW 69.58W 7 · H=0.8' ' ' I I/ . FS BVC ' I I ~ >-' I ' 72.658 , 75.0 12. PROP.C.M. RETAINING WALL ' 7 75.5 ACTIVE RECREATION AREA2 10,665 S.F. 72_15 FL 75.5 FG "LOW \· ·/ ~~ ·; I . . . I . . I • I 1/ I . 85 I T/ONBASl -. ··-··-··-·' -··-··-·· ··-··-··-··- PROP. INLET 13.15 TG 85- 80- 75- 17.0 TW \ i,\~ 9.SO \. ,;,?: .SO _ _,,,,_,,,-'"' i, :19.SO PROP. INLET TG=73.15 14.5BW:5.5 FS 7";,;,...../, .~ ----:t:1', . 22 EVC PROP. INLET - ?c ------. /'"'91 ----~""- ,;:, ·® 8f3S ·19.1TW g · 11.58W ' H=t.6' ---+-~if-i:;:.<;;- FF=85.75 AREA DRAIN CMU RET. WALL CONCRETE WALl'NIAY FENCE PER LS PLANS FENCE PER LS PLANS SECTION A-A SCALE: 1 • = 10' -85 -80 -75 i'i9 1, is 9,00 i, ir,,S '' ,;,<o _,>"••/••"v .l' ~~'o i l,,O • • /_,,,, . .,-, _> io ~is . , __ ,,, ,,,,,,.,--;-. 2% ~ . 84..0 TW _;;, .• 1/.,., 84.0BW _ _.-: .... < -c 8, . i.ooBW lf .. • H=0.25' · "iJo 83.9TW 82.0BW .,->' H=t.9' \ 89, PROP. KEYSTONE 8: RETAINING WALL 1.9' MAX HEIGHT 5.0 =2. ---__,..,.. 6'MIN. FENCE PER LS PLANS FF PER PLAN 2% - VARIES 4' lwALKI 6'MIN. FF PER PLAN AREA DRAIN 2:1 SLOPE w/STAIRS AS SHOWN ON PLAN 6'MIN. VARIES FENCE PER LS PLANS FF PER PLAN 2% - RET. WALL w/STAIRS AS AS SHOWN ON PLAN (H=2' MAX.) 6'MIN. FF PER PLAN AREA DRAIN TYPICAL SECTION 8-8 TYPICAL SECTION C-C SCALE: 1 • = 10' SCALE: 1• = 10' ,,'·0''''~"· ,,,J .h.· _ ----:-95.2 ,, .5 BW :::?'. .• ... ~ ,-~' 1; _,.__,,,._ t.5' . ~-":!/":;-~' ~,-_ '.t,~ : .• ~, -:...,""---11!!.9,6!!.lTW.!'.!'.. ~ t1 39 BT.DBW ·· r··1 H=2.6' ~i · ~~~· ~ PROP. KEYSTONE RETAINING WALL ,,...--' 3.8' MAX HEIGHT ' ~,.,.,.- ' 91,3,,--~ - _.--- -~ e ,,,-· V ,. --.... --~ vv SCALE: 1" = 40' --- ~ ----_.,_y; ,<#>'-- ""'VI..-. 11J' ,~<;l,. 00 . ,/'/ _,,,,,. -,, . ,' >< ,•' ----- ■ ;' ■ ... :i,:I 96,6 4 KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 4.0' 3.5' 1---+---+--------------+---+---+---+---I [jTJ CITXAN~! D~~~M~~BAD 08.01.19 ML FINAL SUBMITTAL ~ Ll..§J CONG. WALK 83.0FS 6"CURB AC PAVEMENT 6" CURB TYPICAL SECTION D-D SCALE: 1• = 5' 06.11.19 ML 04.16.19 ML 03.04.19 ML 01.17.19 ML 12.03.18 ML 09.19.18 ML 07.16.18 ML 04.05.18 ML 08.31.16 WB DATE INITIAL EN GI NEER OF WORK 91H SUBMITTAL 81H SUBMITTAL 7TH SUBMITTAL 61H SUBMITTAL 51H SUBMITTAL 41H SUBMITTAL 3RD SUBMITTAL 2ND SUBMITTAL 1ST SUBMITTAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: PRELIMINARY SITE GRADING PLAN Nov. 3, 2020 Item #6 Page 193 of 1999 -··-4 . -_,_ - ~ @MH --43.9 .8 44.3 I '~ \_. -~ ·• S • _I. ,I ' '\, ( !' ,:. -l~ "'"'~ / / J.5 ',•,' ,·;· '. . ,, ,j·_-•<,,_,( I •.. -i • I I '.\' I .. ' : . . ' . 'H ,_, _( (jj . . . / I . ---38-,i--. • ■ . . • • • • . . . • . " I/ / I' . . . ' 41, 7/ '---, I /f1t.g X i I DI 12" ACP:WTR p DWG ;~6-L SHT 1 /;: ONED ,~ER DWG 440-4 SH~ 8 & 9 / ; :; f5 />--,~ ,)4P7 ii1 • \ / '1 . / ( 39.~, I , ' ,'; 1-' ... Dense Trees ■ ■ -• 0 . . . : . . : "39_7 :) . . C / t>,O . : . . / I ' I I I ' I : / : I I 1 I ! I I I : / 42.9 ,, ~c.,:•~, J I / 11'i '-~·,'/; I I / I I I ehse · r/,es I I I I I I I I I I ., •' .. 1/ / . . . • 4fl,4 ' •- ~~ ~ :::::::-----------= ::::::-~ -------:::::::::::::, .,.,--~ ·,(48.3 EX "s'f LT. ; / . rn MARJA ACRES TENTATIVE MAP CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 . -. -?s- <t~. EX 36'' _D.I.P. _WATER <, : (490 ZONE). CRMWD 8.5-'101 '-....._ 47.5 . ~ :~··:: ··-··-··-··-·-··-··-··-·· ··-··-··-··-·· ·-··-··-··-··-··-··-··-··-.. -.. ··-··-··-··-·· -.. -l I!!!!!!!!!!!!~ ,,,,,,,,,,,_,_,. .. ··-··-··-,.-··-·· :1.::-.. : · ~,sss~s~t~:x':,~· .. -.. -......... ,, .. -.. -.. --.. -.,_,,_,. ___ !'::::-.. -... '''''''"''¾''''''' - - -1· - - ''1ft F .ii I I I I I !!~t!!!!!!. ,:{(;~;!; ! ; ~ ~~i;1;1;1:~ ____ .. _,._ - . ··-··-"-" .. --··-.. -.. _ . - -, ___ 88.1: "'----' "' -::::-u.:._ uo)__ B 0 UTILITY NOTES 1. PROPOSED 8" PVC PUBLIC WATER LINE 2.. PROPOSED 8" PVC PUBLIC SEWER LINE 3. PROPOSED 4" PVC PRIVATE WATERLINE 4. PROPOSED 6" PVC PRIVATE SEWER LINE 5.. PROPOSED PUBLIC FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG .. W-12 6. PROPOSED 1" PRIVATE WATER SERVICE PER CMWD STD. DWG. W-3 7.. PROPOSED GATE VALVE PER CMWD STD. DWG. W-13, 16 8.. PROPOSED 4' DIA .. PUBLIC SEWER MANHOLE PER STD. NO. S-1 9. PROPOSED 4" PRIVATE SEWER LATERAL PER STD. NO. S-7 10.. PROPOSED PRIVATE STREET LIGHT 11.. SEE SHEETS 17 THRU 19 FOR PROPOSED PRIVATE STORM DRAIN I ■ PUD 2018-0007 NOTES: SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS ■ SEE SHEET 1 FOR LINE TYPE LEGEND AND ABBREVIATIONS ·-.. ·--.---- 12. 13 .. 14 .. 15. 16 .. PROPOSED 8" PVC PUBLIC RECLAIMED WATER LINE PROPOSED 4' DIA .. PRIVATE SEWER MANHOLE PER STD. NO. S-1 I PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG .. W-12 PROPOSED PRIVATE SEWER MAIN CLEANOUT PER STD. DWG S-6 PROPOSED 2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW .. ■ ■ .:-85:J 1__0J.:.-~~:__:_ <@_iij --'•:"-<, .. _ _:_-SB_"4_, , $s 17.. PROPOSED DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER W-22 I .. ,., .. .,.>;;-<,--. ___ ,::-;:-:: .. _:'ci•cL~:-}i>, __ _ :_ cc: c-_-___ ~ -_-: _,-_ _ _ _ _ _ _ _ _ ~8 .. _ PROPOSED 8" PRIVATE FIRE SERVICE .. : -~->''•,":'9,s,,;;~, ;.::--:.•::-:'.<"~~~~,;--:_~:~~-" c:__ = ~ c~ ~':--:_ CC:: c-,-cc •cc--',~=-_--_-:::_ --~ ----19, --f5ROPQ5_EQ_1j /2'_PU_BLlf W~T~~~~R_vl~_)'_AND P~LIC METER WITH ■ ~-ft ~~ &~~-52~~:~e~-~2-~~, -.:::t ....... •-=c,?ci~: ._:_·,-••-•-•--__ .-_: ___ .-_-_•---~• ~;~,:~:':": .-_(}fr Pvc'.wr{_t241z_0~_E;~i-"=_~ -,, ,-::~•=_,-:.::_.:-_~_. :-_-~ =--~;'-,;.,;,_~~--,;,-.,,~ _ : __ -----_:-----D_IIIG·4L0=c.4_:~~H_TS-:B~:-9 cc :-_-c' -"=_,:-:_,-, ---,---_---=--=-= --___ --_ "c--=--:,_-_~·'::"•■_·_·- 3:s:· ----1-w >a w - ~ EX PRVT. HYDRANT TO BE '<EMOVED -----==--------= I II I II I II II --=:t :::1--I -,._ -I I I I/-+=== I I I I I I I I I i ' =~il /11 EV I I u+-=~~-4 --1 --FS - F: CT I -;---_-...=--- ---T' I on ' -·· .. _,._,._.,_ ·-.. -.. -.. -··-··-··-·· -.. -.. -.. -··-··-··-··-· .. -.. -.. -.,_.,_,,_,._,. ·-.. -.. -.. -··-.. -·. .,_,,_,._,._ ·--. ___ . ...;,:.-·-· 14 11 55.4 1t_/ . .--I 1,/ S5 . ---=----~=------===------===--. -------1 " -C/.T\/---- -f-1.Ji=.:L -+---4+4+00-- F\JFI _ 5b. ' · --1/1/ ----.,----\\' --- ') .'.'<' -- 11187'52'15"E 333 .. 00' -~.!55.:& -\,\1 -_:_ --~r:-·/-,:---_::_ -~----i:--- EX 1 O" FUEL AIN~ -5E.8 66 6C I L I en w w en w z _J I (.) ~ ~ MATCH LINE SEE SHEET 15 40 20 0 40 80 120 I~~ I 1-~ SCALE: 1" = 40' L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel.. 760.929 .. 2288 Fax .. 760.929 .. 2287 Email.. info@HWL-PE .. com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www .. HWL-PE.com 1--08._0_1.1-9+---ML---+-F-IN-AL-S-UB-MI-TT-AL----------+---+-----lf----+----I uTI CITXAN~! D~~~M~~BAD ~ Ll_§J 06.11.19 ML 91H SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL ON-SITE UTILITIES DA TE INITIAL DATE INITIAL DATE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 194 of 1999 ' I ?c:11 I ~~\ ! \ /"1 .;.?z,). ~ D(TYPI} II 177L !ISL I _(_ . •""':;..; -,•,--~",-;1~- .,,.,, LO / ,....., I-",,,-,,:, w ~ w .,.,,·"" I en w w en w z ··· _J I ~-- (.) iP.) I-<( / . ~ llM~ FL I BCL 9 (TY :, ,-1 (I ■r"'° \-/ -•/ ) -=:nse ■ 9 : 5 67 I ' 966 ~ "" 6 ! _,_ "• -C,:\ -~ 'c \}>~,._~• 92.5 'C '-,I \.J -·" I R.) '~'7~4#-~;~~-::::::41Z7~:•)•::.1~"'°: tc~,=f:1 I □() "87.7 ~. ~ o,L--~~--a?+--:rsc-~ 232L V) ADA .) 231L ' ' ,, '-I)'< I 1'' _ _,") !-ti 82.7 RIM,8 75.32 FL 0 9~3 89.f ',) _\ _f-~ "--' I I r \ I "\2 9~2 I • I 9[i.~ g5 95.4 ----- MARJA ACRES TENTATIVE MAP 0 UTILITY NOTES 1. PROPOSED 8" PVC PUBLIC WATER LINE 2. PROPOSED 8" PVC PUBLIC SEWER LINE 3. PROPOSED 4" PVC PRIVATE WATERLINE 4. PROPOSED 6" PVC PRIVATE SEWER LINE 5. PROPOSED PUBLIC FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-12 6. PROPOSED 1" PRIVATE WATER SERVICE PER CMWD STD. DWG. W-3 7. PROPOSED GATE VALVE PER CMWD STD. DWG. W-13, 16 8. PROPOSED 4' DIA. PUBLIC SEWER MANHOLE PER STD. NO. S-1 9. PROPOSED 4" PRIVATE SEWER LATERAL PER STD. NO. S-7 10. PROPOSED PRIVATE STREET LIGHT 11. SEE SHEETS 17 THRU 19 FOR PROPOSED PRIVATE STORM DRAIN 12. PROPOSED 8" PVC PUBLIC RECLAIMED WATER LINE 13. PROPOSED 4' DIA. PRIVATE SEWER MANHOLE PER STD. NO. S-1 14. PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-12 15. PROPOSED PRIVATE SEWER MAIN CLEANOUT PER STD. DWG S-6 16. PROPOSED 2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW. 17. PROPOSED DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER W-22 18. PROPOSED 8" PRIVATE FIRE SERVICE. 19. PROPOSED 11/2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW. 40 20 0 40 80 120 ~I ~.____-1~_1-- SCALE: 1" = 40' CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS SEE SHEET 1 FOR LINE TYPE LEGEND AND ABBREVIATIONS KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com t-:::-:::-::-t---:-::--~:-:::==:-----------1----1---------1-----1-----1 ~ CITY OF CARLSBAD LJ±j PLANNING DEPARTMENT 08.01.19 ML FINAL SUBMITTAL ~ Ll_§J 06.11.19 ML 91H SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL ON-SITE UTILITIES DATE INITIAL DA TE INITIAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 195 of 1999 ( I i ' 3 / I I 51.5 I I I I I I ree !lens ,' i '}6 I "'-?. ' \ --1i I I I l ,: i' i' I /,1 I ( I,' ' ! ' i ' . ' -\( f ,;S ) (-- ,---t- ·., ') :■• ,, 37 ' : ' ' ., ' ,1 l-·:' §Ji /,"1' ,,,-;;1,· ~-" I .38 / 48:4 I .••. , ' ' ' ,,, 5 .~, 1rees •• ~' . 0 . -~~~-~:.. __ :.::-: _: :~: ::_ .. /- · ·-· ·-· ·:-::.::-::.::-::.::-::.::-::.::-: 80 ' ~--:::.-::: \\'-JI \~~· \K\~1 ,- ,,, .. 74 72 • ,: "'j.~ c·~-~"' ·'c ••.'-c ""''''":;; ;;-~Ecc'•'f ," ~;-':'.'. :-c-,;•~~~:c~ ~7~~7f e1 _ _:--f ~1~·"\1 -:~ _ '~,+-,----s?~sT\7-~.r' 1 _ 78.3 RIM 1 i-\\ :~; \' 1 1 1 71.74FL I.I I '' 76.5 RIM 6 __ ,.,-·· . --" ---' ~-___ .· 15 l_lffties.c;.-g MARJA ACRES TENTATIVE MAP ' ' j ,j ' cf 1c"1 J 84.2 RIM 1 11 7~.49 FL \ '" . ,,' ,• ;?"~-]); ~~~~~ f)11 ~"cf n l •1 40 20 0 40 80 120 I ~ I I SCALE: 1" = 40' ' ' I 84.1 RIM l -• 76.21 FL · I ' 169L I 3~ 156L I 155L 6 (D'P.) r-_ /1 '¼---,,,.~ 1 • I :~~:~~ ~~~±~~ . "''.s'\ • • ,0 ' . }Itt _ _ _ •'95.2 -) ~,,.,,, " ___ , .--. -~ GI _,,- ' V . --/ --~v- __ ,,,. ~ ,3 153L I r 17\111,J I 6 (TYP!) Ill! 177L IIIBL I _J 1111\i~ 1:1 I • ,©= (_) \ 1-f <t:.. \~ CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 16-16 FOR STORM DRAIN IMPROVEMENTS SEE SHEET 1 FOR LINE TYPE LEGEND AND ABBREVIATIONS i: ® 0 UTILITY NOTES , ,. :, (TYP. . . > ( . (1 ' \ ...-: 0 ~ . / 1, 2. 3. 4, 5. 6. 7. 8. 9. PROPOSED 8" PVC PUBLIC WATER LINE PROPOSED 8" PVC PUBLIC SEWER LINE PROPOSED 4" PVC PRIVATE WATERLINE PROPOSED 6" PVC PRIVATE SEWER LINE PROPOSED PUBLIC FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-12 PROPOSED 1" PRIVATE WATER SERVICE PER CMWD STD. DWG. W-3 PROPOSED GATE VALVE PER CMWD STD. DWG. W-13, 16 PROPOSED 4' DIA. PUBLIC SEWER MANHOLE PER STD. NO. S-1 PROPOSED 4" PRIVATE SEWER LATERAL PER STD. NO. S-7 10. PROPOSED PRIVATE STREET LIGHT . 10 ,: , ·,., "-05'.7 ,,,· "96,' ,90, '\, , ·'" 11. SEE SHEETS 17 THRU 19 FOR PROPOSED PRIVATE STORM DRAIN 12. PROPOSED 8" PVC PUBLIC RECLAIMED WATER LINE 13. PROPOSED 4' DIA. PRIVATE SEWER MANHOLE PER STD. NO. S-1 r A J6.8 . ,, '1~-■ ·'<\' 'jf< "•~ 4 ~ -< o. 81085 . 09-30-19 14. PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-12 15. PROPOSED PRIVATE SEWER MAIN CLEANOUT PER STD. DWG S-6 16. PROPOSED 2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW. 17. PROPOSED DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER W-22 16, PROPOSED 8" PRIVATE FIRE SERVICE. 19. PROPOSED 1112" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW. 20. PROPOSED 3" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATE BACKFLOW. KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL ~S CITY OF CARLSBAD ~~;~~=~=~==t~::;;~~~~~~=======================t====j=====t====j====j ~ PLANNING DEPARTMENT ~ Ll..§J TENTATIVE MAP FOR: 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL MARJA ACRES 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL ON-SITE UTILITIES DATE INITIAL DATE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 196 of 1999 48.8" TW 58.75 RETAINING WALL *NOTE:SEE TABLE ON SHEET 9 FOR OPENING SLOT DIMENSIONS AND ELEVATIONS TW 71.20 RETAINING WALL *NOTE: SEE TABLE ON SHEET 9 FOR OPENING SLOT DIMENSIONS AND ELEVATIONS FG 66.20 ~-FB=58.75 12· -1--------++--Q100 HD=57.75 +-,-,---~H+--TG=57.25 ,-..-~-+----FG=5J.50 ~~----EL=52.00 ----IE= 48.00 BMP 4 -SECTION NTS 6" +----------,,~o,oo HD= 70.6J 4·5 TG=70.25 21· i B"·••· ,. .;:,; ... / J" = 12· -~~cr--FG=68.50 EL=67.00 IE=64.00 BMP 6 -SECTION NTS RETAINING WALL FG 66.1J FB=66.1J-~ TW 66.IJ D.4 TE· J" BMP 7 -SECTION NTS IDEWALK *NOTE: SEE TABLE ON SHEET 9 FOR OPENING SLOT DIMENSIONS AND ELEVATIONS I / I • . ,I / / 39.5_;' J_-I ,-. . . I •,._ 39.3_, }----39 i / . . ■ Dense Trees / : . -.,_ ' ' 44.7S?}:· .. : . ; j . / I • / ,' I I / ~ ~ ' I _--_'--~_.__,,-~=,...._i,, , 42.i '.tt;,i, -,'1 / I 50..2fs, , _,h--·d )( . ----~-1 1\ \ ~ ' ·-· ·, __ -I I '•. I I \ \' I '\I\ ':,.. / fl-/,41[ I I I>< \I' .I '/ _,_,~,-_ \ I I / I• . .1 5).9 \ . )( '-' " .f48 ~.-. . ,•.· , I jl. '/', -. (;-) .. ---~ - . i dose r~es I I I I I I I I I • / AO I I ' I I I ; I ; I I I I I I ! I : / : / I I , I I I : , POST DEVELOPMENT -r h I i './.._ Dens, /- Tree/ f ,,,,,______ I t I 68.5 RIM 50.82 FL IN(S) ~"""43.65 FL IN(N) 43.25 FL OUT ..._ WATER POLLUTION AND HMP DEVELOPMENT BMPS AMENDED GRAVEL LOWER ORIF. RISER SURFACE SURFACE BMP SOIL (IN) DIAMETER (IN) DEP1H AREi\ (IN) (IN) (SF) 1 18 36 0.8 12 1949 2 18 36 0.9 6 1098 3 18 36 0.9 27 2360 4 18 48 2.3 39 7554 5 18 36 2.2 21 1692 6 18 36 2.4 21 4347 7 18 48 2.0 21 3567 67.2 RIM 58.8 FL MARJA ACRES TENTATIVE MAP EX B/ORETENT/ON i.!I BAS/Nf'ERDWG477-<3 -l :.J 40 20 0 40 80 120 ~I~ I I SCALE: 1" = 40' \) \ \J I FF= 70.0 FP=69.0 l)c.J 1/i I JI 67.9 RIM 63.94FL-~ -_ __ -24"SD· _ -,-1::.a~ -1 I I 17- I I i' I I / ,1 l \ l '--_\ L ',J I} 1 •.J 83.6 RIM -68 _j_11 __ _;.... __ 1___,o:.83_F-;~: •• _;--, 'I'. :~!~ 167L I 168L STORM DRAIN NOTE: All PROPOSED STORM DRAIN AND DRAINAGE FACILITIES ARE PR/VA TE AND TO BE MAINTAINED BY H.O.A. □ STORM DRAIN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. PROPOSED STORM DRAIN CLEANOUT PER D-9 PROPOSED TYPE B CURB INLET PER D-2 PROPOSED 18"x18" GRATED INLET PROPOSED 3'X3' GRATED INLET PROPOSED TYPE A CURB OUTLET PER D-25 PROPOSED REVERSED CURB OUTLET PROPOSED RIP RAP PER D-40 PROPOSED MODULAR WETLAND SYSTEM PROPOSED GRASS SWALE 10. PROPOSED 12" TRENCH DRAIN 11. PROPOSED SIDEWALK UNDERDRAIN PER D-27 12. PROPOSED TYPE B BROW DITCH PER D-75 13. PROPOSED HEADWALL PER D-34 14. PROPOSED 2' CURB OPENING 2 I I J FF= 73.0 FP= 72.0 1 !,l'i -11.JF:L 66 CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 I ■ ■ SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7.9 FOR DETAILED SITE PLAN I ■ ■ _5.i.B -,----f- SEE SHEETS 10·12 FOR PAVING AND GRADING PLAN SEE SHEETS 13•15 FOR WATER AND SEWER IMPROVEMENTS r-- o's ..- = 12 cP FF: 11.1 cC 1c ~ _FP-71.0 --1r~ ] 1 \ ,<J I , 1 ■ I • lj \\~-'=------=----;--,__,I -•L -,-- 169L I 170L 171L 172L 173L \ 174L I 83.0 RIM F5L I ~ 72.98 FL~ 177L ■BL 1T ~ o. 81085 . 09-30-19 IV\\. -< L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 1--08._0_1.1-9+---ML--+-F-IN-AL-S-UB-MI-TT-AL----------+---+-----lf----+----I [jrJ CITXAN~! D~~~M~~BAD ~ Ll..§J 06.11.19 ML 9TH SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 8TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL MARJA ACRES 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL STORM WATER FACILITIES DA TE INITIAL DATE INITIAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 197 of 1999 6CL 5Cl L I I 1TTL I ■BL 179L I 1883,9 RI ' I ·so ~~ =f S.~-rt- :J -7-)1 .. , -■ ,): ~ oo •SO ....... I-' w ~~ Cf)' w ··. w ) / ,n. ''< " VJ \ \, w z mse ?es . _, ------· ·. i 60 MARJA ACRES TENTATIVE MAP L' \ I, J l\J I 233L 234L 235L 236L />JJA I . rs9 1----~~~~-ti l 11 I I :.,./. o,L--==----87-4--rc,-----'c:71 '"'~=r--;:::::~:=---"----_'.;cµ~O "I' ~ -- ~,~~-•-:·::·~.:¥/-~:<,ii;f{;f·:1-,~~·:.:_,-~1,_s.;::ll=f:,,!111 □ ,----~~, c,,,,87.7 1 'J s " _/ ' -X 89.\ ~, ~=~='=-~___]'_, 1 () 90.6 C . 1 221L 222I®I s 223L I I 11n---,I -1~,,-j----/__--+--_J,ij ~~~'.F,B~-'--'1"-~~~Uhl:=~clo_X!IX!YI~ 1J \ -:. __ ,,, _./::: . -< '<,-~'t ,.~-9 ···!J..ense \, i"i!i Tr \ ' \ --" \ • r \ ,964 ,_, l t ,, ''";::'.:\:-\ 1/ .,,, 'ic, /< ~\l -·' ., ,-., ,_L ' \ ~\ ' 973 972 \___ I ------~ .,,,.,,, _,,,---- 95.7 __ [i-'-..c.-;:_ -- )< -', _.' /" !_--· 9 5 --✓--✓ ' " g'J ~ X I __ I I g5 -----9~ .... , I ..-·· 40 20 0 40 80 95 -V @MH .-· ---·txr ______ _ ------- 120 ~I ~--1 __ 1----. SCALE: 1" = 40' □ STORM DRAIN NOTES 1. PROPOSED STORM DRAIN CLEANOUT PER D-9 2. PROPOSED 1YPE B CURB INLET PER D-2 3. PROPOSED 1B'x18" GRATED INLET 4. PROPOSED 3'X3' GRATED INLET 5. PROPOSED TYPE A CURB OUTLET PER D-25 6. PROPOSED REVERSED CURB OUTLET 7. PROPOSED RIP RAP PER D-40 8. PROPOSED MODULAR WETLAND SYSTEM 9. PROPOSED GRASS SWALE 10. PROPOSED 12" TRENCH DRAIN 11. PROPOSED SIDEWALK UNDERDRAIN PER D-27 12. PROPOSED TYPE B BROW DITCH PER D-75 13. PROPOSED HEADWALL PER D-34 14. PROPOSED 2' CURB OPENING 15. PROPOSED RIP RAP FLOW SPREADER PER DETAIL ON SHEET 18 16. PROPOSED TREE WELL 17. PROPOSED EMERGENCY OUTLET STRUCTURE 18. PROPOSED CONCRETE ENERGY DISSIPATER PER D-41 STORM DRAIN NOTE: ALL PROPOSED STORM DRAIN ANO DRAINAGE FACILITIES ARE PR/VA TE ANO TO BE MAINTAINED BY H.0.A. ~ -< o. 81085 . ~30-19 CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FDR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com l---+---+--------------+---+---+---+----1 uTI CITXAN~! D~~~M~~BAD 08.01.19 ML FINAL SUBMITTAL ~ Ll..§J 06.11.19 ML 91H SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL STORM WATER FACILITIES DATE INITIAL DA TE INITIAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL SECTION A A A Nov. 3, 2020 Item #6 Page 198 of 1999 • CURB TC 66.00 SIDEWALK *NOTE: SEE TABLE ON SHEET 9 FOR OPENING SLOT DIMENSIONS AND ELEVATIONS FL=76.6D""'\_,..~ '--- RETAINING WALL\ *NOTE: SEE TABLE ON SHEET 9 FOR OPENING SLOT DIMENSIONS AND ELEVATIONS I I ree !e.ns .5 J5 I ! .1 : 11· ' . ' ' . . ' . ' I ',. I . / \ I ' I I / ', I I/ : Ii j I ' ' ' I I I I I ' I ' ' ' ' ' , l .. ,I __ , /, I l //<'.:,, / I - /1 ,i;~, ,,-'1 , ~':Y . Ci ' / i,' .· POST DEVELOPMENT 1o Q 100 = 0.42 cfs V 100 =4.89 ft/s .... ' ----++-FB= 66.00 6" -i--------,-,--Q100 HD=65.50 3• +----,,--,--++-TG=65.25 = 21· l-'-'1.._2"--i+-FG=63.50 """"""""'1;--EL=62.00 3• BMP 5 -SECTION NTS - ....--,RETAINING WALL IE=59.00 VRETAINING WALL 3 •. ~----_ -----,-,---FB= 76.60 +-------,..,_-Q100 HD= 76.35 3• +-.--,---tt---TG=76.10 27" U/7 "J'i'.~7;!;~ • d '?f~!i:~ 3•- BMP 3 -SECTION NTS .J --FG=73.85 --EL= 71.4 IE=69.35 4B:4 / . t if -ct_·. ,?:, ' .I I uo,· ' / /,' 1 ......,,24"CM --.....-. ~ --43.0 FL 429 -■ ■ k-----~ · .. .. ...o ,s ' ' ~----- STORM DRAIN NOTE: I 111..1 00.UO rL 6B.5 RIM 0.62 FL IN(S) 7-'"l""" 3.65 FL IN(N) .25 FL OUT +00 ALL PROPOSED STORM DRAIN AND DRAINAGE FACILITIES ARE PRIVATE AND TO BE MAINTAINED BY H.0.A. RIP RAP FLOW SPREADER DETAIL NOT TO SCALE D.4 TE· 55.60 FL- FL=73.65~ MARJA ACRES TENTATIVE MAP 67.2 RIM 5B.8 FL TW 76.0 RETAINING WALL ---..---FB= 73.65 3• +----.......... --Q100= 73.40 3• 3• t----,,--,----tt---TG= 73.15 t--~+--FG=72.15 :,,1+--EL= 70.65 IE=67.9 BMP 1 -SECTION NTS / .. BIO-FILTRA WI IMPERM RETAINING WALL I l.'. I \.l I ---~:-:-·u1v1 r u : --- 74 --- 'lic-69.5 FG • ~ 13 .. ,-J L"J .J .. I I 1701. 173L 1169L 171L I 172L I I . I® ® s 160L 11\\L f57L 156L 1s5L I I I•, /l I .I. .-. ., I -\ i-, ...... S-::c..,, . c:::r, -~~---:;:---_ '~1 :T _ --~ _c;c...J._ ' . ~·--I \\ 3 \' 8"50 " \ . . \--\ -· '::r""·-· . 40 20 0 40 80 120 ~I~ I 1,----~ SCALE: 1" = 40' 174L 1 I . I 83.0 RIM175L L 72.98 FL I I CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 ~ .J 179L NOTES: SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATION SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS □ STORM DRAIN NOTES 1. 2. 3. 4 . 5 . 6. 7. 8. 9. PROPOSED STORM DRAIN CLEANOUT PER D-9 PROPOSED TYPE B CURB INLET PER D-2 PROPOSED 18''x18" GRATED INLET PROPOSED 3'X3' GRATED INLET PROPOSED TYPE A CURB OUTLET PER D-25 PROPOSED REVERSED CURB OUTLET PROPOSED RIP RAP PER D-40 PROPOSED MODULAR WETLAND SYSTEM PROPOSED GRASS SWALE 10. PROPOSED 12" TRENCH DRAIN 11. PROPOSED SIDEWALK UNDERDRAIN PER D-27 12. PROPOSED TYPE B BROW DITCH PER D-75 13. PROPOSED HEADWALL PER D-34 14. PROPOSED 2' CURB OPENING 15. PROPOSED RIP RAP FLOW SPREADER PER DETAIL ON SHEET 18 16. PROPOSED TREE WELL 17. PROPOSED EMERGENCY OUTLET STRUCTURE 18. PROPOSED CONCRETE ENERGY DISSIPATER PER D-41 L --.. •'C .J ~ ----~ KEY MAP L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com RETAINING WALL ----jct---FB= 73.65 3• ~ CITY OF CARLSBAD ~ l-----1--+---------------t----t--+------II----I L.l§_J PLANNING DEPARTMENT L1..§_j ;;T;:::;E:;NT;:::;A:;T;:;I:;,,VE~MAP::;::::;;:::::;FO:;;R:=========:::::....:==::::::; 08.01.19 ML FINAL SUBMITTAL +-----+,f---Q100=73.40 3• +-.--...---tt---TG= 73.15 6" 1-----1 ,---FG=72.65 fB~:-~-= ~~ ,--EL=71.15 IE= 68.4 3• BMP 2 -SECTION NTS 06.11.19 ML 04.16.19 ML 03.04.19 ML 01.17.19 ML 12.03.18 ML 09.19.18 ML 07.16.18 ML 04.05.18 ML 08.31.16 WB DATE INITIAL EN GI NEER OF WORK 9TH SUBMITTAL 8TH SUBMITTAL 7TH SUBMITTAL 6TH SUBMITTAL MARJA ACRES 5TH SUBMITTAL 4TH SUBMITTAL DRAWING NAME: 3RD SUBMITTAL 2ND SUBMITTAL 1ST SUBMITTAL STORM WATER FACILITIES DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LOT LINE LOT LINE LOT LINELOT LINE LOT LINELOT LINE LOT LINE LOT LINE TYPICAL BIO-FILTRATION BASIN DETAIL LOT LINE LOT LINE STAINLESS STEEL PLATE / ORIFICE DETAIL 12 12 12 12 12 4 SECTION B-B PLAN VIEW SECTION A-A TYPICAL TREE WELL DETAILS Nov. 3, 2020 Item #6 Page 199 of 1999 SOUTH R/W <z (20') 2% I SOUTH R/W <.·; I (10') (2%) ' " " ~· / / • P----v ' • ' . LLi (R/W -136') - (106') (73') Ii. (63') (53') (53') (44') ( 18' MEDIAN) (44') ' (2%) .d (2%} /· / / . ' Ll / . ' / / . . ' / ///.// EXIST. STREET SECTION AT EL CAMINO REAL FROM STA. 4 72+ 76.43 TO STA. 484+98.80 SCALE= N1S (R/W = 126') (63') Ii. (63') I I (44') (18' MEDIAN) (44') I (2%) (2%) .. /' /. ,/ ~ l ·, .. ··, .. , '·· .. " ' ·. ·.. '•, ..... / / ,/ . EXIST. STREET SECTION AT EL CAMINO REAL FROM STA. 466+00.00 TO STA. 470+36.56 SCALE= N1S ', I ' ' / /7-c'---J -' . ' ',F ~ (10') (2%) I (10') (2%) NORTH R/W 7:.\ NORTH R/W 7:.\ '<( ~ 10' 4.5' 2% 70' PR/VA TE smEET & GENERAL UTILITY AND ACCESS EASEMENT 5.0' L-1 L-J 35' 21' ~ PROPOSED 8" RW I ' 4.5' MIN. l € 8' M DIAN I l l I 7' I 8' 35' 21' 10' 5.0' , 4.5' 1~ 7:.\ 2% ,_ ~~ r -6" MIN. J.5' L.. -(TYP) MIN. I 12' ~o.. 5' I '\_ PROPOSED 0,. PUBLIC 8" WATER -"'-PROPOSED PUBLIC 8" SEWER PROPOSED PRIVATE ENTRY STREET WEST 10' 4.5' 5.0' 2% -I I NO PARKING SCALE= N1S 68' PRIVATE smEET & GENERAL UTILITY AND ACCESS EASEMENT 34' f 34' 20' 8' M!DtAN 20' 10' I 5.0' 4.5' 2% 7:.\ 2% 2% --- ' I l l • J -6" MIN. ' ' • I (TYP) I 4.5' J.5' • MIN. I MIN. l 7' 7' 12· -o_ 5' • I '\_ PROPOSED .. 8" RW 0,. PUBLIC 8 WATER -"'-PROPOSED PUBLIC 8" SEWER -« -« 58' PR/VA TE smEET & GENERAL UTILITY AND ACCESS EASEMENT 29' € 29' 10' 7' 12· 12' 7' 10' 4.5' 5.0' I 5.0' 4.5' PARKING PARKING 7:..\ 2% 2% 2% 2% ~ ---I I f---6" MIN. I I J.5' I (TYP) 4.5' MIN. MIN. 11 9' 14' --n 5' PROPOSED , '\_ PROPOSED 10' 4' 2% ~ ' C 8" RW PUBLIC 8" WATER PROPOSED PUBLIC 8" SEWER PROPOSED 58' PRIVATE STREET J.5' I I PARKING ON BOTH SIDES SCALE= N1S 58' PR/VA TE smEET & GENERAL UTILITY AND ACCESS EASEMENT 29' € 29' 7' 12' 12' 7' I PARKING PARKING 2% --2% I J.5' 4.5' MIN. MIN. 11 9' 14' --n 5' 10' J.5' 4' 2% 7:..\ ~ I • f---6" MIN. I (TYP) " . '\_ PROPOSED 8" RW PUBLIC 8" WATER PROPOSED PUBLIC 8" SEWER PROPOSED PRIVATE ENTRY STREET EAST NO PARKING SCALE= N1S PROPOSED 58' PRIVATE STREET (AL TERNA TE) LIMITS OF ROOTING PARKING ON BOTH SIDES (AT LOCATIONS WHERE BUILDING IS ADJACENT TO LOT LINE) SCALE= N1S SOIL AREA VARIES-.:------. PER DESIGN PLAN B smEET CUR UTTER J' CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 24' PR/VA TE DRIVE 2% o• CURB 12' J.5' MIN. 6' CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 J' 6" ROLLED CURB &: GUTTER PROPOSED PRIVATE SEWER LATERAL 8" OR 4" WATER PER PLAN PROPOSED PRIVATE 8" SEWER 8' <( 2% - I PROPOSED PRIVATE DRIVE AISLE SCALE= NTS 56' PR/VA TE smEET &: GENERAL UTILITY AND ACCESS EASEMENT 28' € 28' 7' 12' 12' ' 7' 10' ' PARKING 1'-1--PARKING 5.0' 4.5' 2% 2% 2% '};_.\ -I f-6::-;;;:., I ' I J.5' I (TYP) 4.5' MIN. MIN. L 6' 13' -0..5• PROPOSED '\_ PROPOSED 8" RW \_ PROPOSED PUBLIC 8" WATER PUBLIC 8" SEWER PROPOSED 56' PRIVATE STREET 9' PARKING ON BOTH SIDES SCALE= NTS R/W EASEMENT ClEANOVT f CATCH BASIN PER PLAN PER PLAN -O'ER fl.OW _ J" MIN FREEBOARDl ---TuoaEL-----------· - -6 - -_-,--, j:\ --='· 5' SIDEWALK 4' MIN .. __ ., ··-··-··-··-··-··-··-··-··-·· ,3"-Allil.cii LA l'tR ~::;:::::: ORA/NS TO UNOERGROIJNO PIP. COllECTOR SYSTEM _WQ EL .....s._ _ LOWER ORlflCE 0 PERFORATE!) PIP£ fl.OW LINE B 6" PERFORATED UNDERDRAIN I llfOTH VA/il'E.S' PER PLAN Qi'A lfl LA '!fl? AREA E(Jj/AL.S /Nfll TRA llON AREA NTS SUMMARY OF DEVELOPED DUAL AND TRIPLE PURPOSE BMPs BMP BMPl BMP2 BMP3 BMP4 BMPS BMP6 BMP7 Notes: DIMENSIONS Tributary Area (AcfI BMP AreaI1I Gravel DepthI'·I Lower Orif. D (ini'I Depth Riser Invert (in)I4I (It') A C 1.105 1949 33 0.8 12 0.926 1098 33 0.9 6 0.827 2360 36 0.9 27 6.098 7724 48 2.3 45 1.66 1692 36 2.2 21 4.444 4347 36 2.4 21 3.206 3567 48 2 21 (1): Area of a mended soi I equal to area of gravel. 18" thick and in conforma nee with s pecifi cations I isted on Fa (2}: Gravel depth needed to comply with hyd romodifi cation purposes (3}: Diameter of orifice in gravel layer with invert at bottom of layer; tied with hydro mod min threshold (O.S·Q..}. (4): Depth of ponding beneath riser structure's surface spi I I way. (5): Overflow length, the intern a I perimeter of the riser i nterna I di mens ions (6): Total surface depth of BMP from top crest elevation to surface invert. (7): Tributary area to basin not including area of BMP. Weir Perimeter LengthI5I (ft) 12 12 12 12 12 12 12 :cccccccccccc l . --· --· -· ·-· ·-. ·-. ... -. ·-··-.. --· --· -:-::...::-::..::-::...::-::...::-::...::-::...::-::. -·· --· -·· -·. -· ·-. ·-.. WALENT TO SEAL PIPE 'NETRA llON THROUGH 'PERVIOVS UNER 3" OF 3/8" PEA Qi'A lfl ORIFICE PLATE MINIMUM SQUARE DIMENSIONS 1.0FT GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES MIN.~- o --INSTALL IAIPERAIEABLE HOP£ UNER (SIDES ANO BOTTOM} W/ JOINTS #ElJJEO TO PROV/OE WA lER-llGHT SEAL (30 I.Ill AIIN) HA VE BEEN DRILLED 1/2" MAX J/8" DIA. HOLE NTS 1-t-OUTFLOW PIPE 6" ORIFICE DIAMETER SUMMARY OF RISER DETAILS Total Surface DepthI'I BMP D 18 BMP3 12 BMP4 33 BMP5 63 BMP6 30 BMP7 31.5 37.5 Lower Slot Middle Slot Height ElevationI'I (ft) Height Width Width (ft) (ftl B (ft) (ft) 1 0.167 1 ------ 1 0.167 1.5 0.167 1.5 0.167 1 8 0.25 1.5 0.167 1 8 0.25 1.5 0.167 1 8 0.25 (1): Basin ground surface elevation assumed to be 0.00 ft elevation. Notes: (2): Overflow I ength is the intern a I perimeter of the riser structure. (3): Additiona I Overflow I ength for peak fl ow discharges ElevationI1I (ft) ----- 3.25 1.33 1.33 1.33 Top Riser Emergency weir LengthI'I LengthI3I Elev .111 (ft) {ft) {ft) 2.25 3.75 8 1.75 8 1.75 10 1.75 8 J' MAX UNCOMPACTED SUBGRADE NTS COMPACTED SUBGRADE ,, ·' . . . BENCH IMPERMEABLE LINER ROOT BARRIER 6"MIN PERFORATED PVC PIPE BSM COMPOSITION VOLUME WEIGHT ~ -< o. 81085 . 09-30-19 1,/ULCI/ LAYEi! (J" 11/N) W-«t~ I I I I I I UNCOMPACTED SUBGRADE IMPERMEABLE LINER ROOT BARRIER JO" MIN smUCT1JRAL SOIL PER TABLE BELOW SAND FILTER LA YER AS REQUIRED STRUCTURAL SOIL SAND SANDY LOOM SAND I SILT I CLAY COMPOST 65% 20% 15% 75-8O:ll: 110:ii: MAX 3:ll: MAX 9:ll: MAX L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com l---+---+--------------+---+---+---+----1 [jrJ CITXAN~! D~~~M~~BAD 08.01.19 ML FINAL SUBMITTAL ~ Ll_§J 06.11.19 ML 91H SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL SECTIONS & DETAILS DATE INITIAL DA TE INITIAL DA TE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 200 of 1999 ;_' / /, ~t' "'· '-,_, I I <:-' -,~;) ..... ~ ·>,, ~~·~ ' ,_ --.... _ 4.51 ?j/ .... 11 ·,) ', I ' 1 ' " 'I ' ' ... , .• ·, 1: /1, 1\ ':'50:c.O:-:=~~/J ':,, 48.0 -(~~ ,,,i / ! cf ·,) · ~58::'.o~'::;---"-f-iF---....: 1: I 48.0 B ..... ·--. ·-<· .._ ~~ .. ·-~···~ .. --.._ ''C •- --.::::. > -- 50.0 TW, .._ 48.0 BW ~-- p NE RETAINING WALL 55.29 ~~ 50.33 8W ~ MONUMENT WALL .., .. _.,n 55.41 TW .. MARJA ACRES TENTATIVE MAP ----. -~®:: -., " 51.74 BW . ~ ....... _.,._ ~1, . . . / I • ,: . . ·<#~ ,I) . ' 60.0TW ' /.' ·. a. .. 48.8 BW " Ii/ i ,.,/ PROPOSED KEYSTON Dense Trees RETAINING WA ;/ 60.0TW I 43.5 BW I 68.0TW 48.5 BW 78.0TW / 59.2 BW I I PROPOSED KEYSTONE /,_ RETAINING WALL ·,. ---~~~, Ins t:, // So MIRAFI 3X FABRIC IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. STAKE AS REQUIRED. 70.1TW . 54.7 BW ,. · 59.1 TW 59.1 BW I PROPOSED C.M.U. ... ;c,,,,--~ RETAINING WALL 72.6TW 59.2 BW O.OTW 9.3BW VERTICA BLOCK 58.7 TW 56.2 BW / i f·.:! .. ,.~ .'> H1--- PROPOSED C.M.U. • RETAINING WALL , - - - - - - -______________ BMP4 66.5TW 65.5 BW ... 66.5 TW j,~~-> 0 63.5 BW FABRIC & PIN CONNECTION DETAIL NOTTO SCALE 36" STANDARD UNIT WITH GRAVEL BACKFILL D'-\TE· POSTS MAX.8.00' 0.C TURNBUCKLE POSTS MAX. 32.00' O.C. PLAN VIEW PAINT PIPE PER SSPWC SECTION 210-3.5.3 AT EACH HOLE WHERE GALVANIZING IS SCUFFED 2" POST CAP, GALVANIZED 2"0 STANDARD WEIGHT GALVANIZED PIPE, 8' ON CENTERS LL END TURNBUCKLE, 316 STAINLESS STEEL BY FEENEY ARCHITECTURAL PRODUCTS,OAKLAND,CA RILL 3/8" THROUGH 1/4" 01X19 CONSTRUCTION TYPE 316 STAINLESS STEEL CABLE WITH CLEAR PVC COATING t-.,--'-----t.l--::=--112• HIGH CEMENT MORTAR FILLET AT EACH POST J;~IS::~v~ILL CAVITIES OF KEYSTONE .1,_ ___ ~~ WALL BLOCKS WHERE POSTS ARE LOCATED WITH 560-D-3250 P.C.C. TO BOTTOM OF POST 2" POST CAP, GALVANIZED 1/4" 01X19 CONSTRUCTION TYPE 316 STAINLESS STEEL CABLE WITH CLEAR PVC COATING 5'-ll" LONG 2"0 STANDARD WEIGHT GALVANIZED PIPE, 8' ON CENTERS DRILL 5/16" THROUGH & LIGHT CHAMFER 1/4"-20 X 3 S.S. EYE BOLT [TYP.) 1/2" HIGH CEMENT MORTAR FILLET AT EACH POST FILL CAVITIES OF KEYSTONE WALL BLOCKS WHERE POSTS ARE LOCATED WITH 560-D-3250 P.C.C. TO BOTTOM OF POST SECTION ffi CORNER @POST ffiUNE SECTION \JD POST TYPICAL RETAINING WALL SAFETY RAILING DETAILS NOTTO SCALE 2 NOM. ,_----"J.,L__~ 1 v JOSAM #21506-Z LARGE SUMP ROOF DRAIN (TYP.) 6' 0 PVC PERFORATED PIPE CONFORMING TO SECS 207-17 & 306-7 SSPWC, ASTM D2729, ASTM 3034, & WITH A ---SflR35AATING ALL "HORIZONTAL" PIPE RUNS SHALL BE SLOPED TO DRAIN AT ,2%.-l-1----'~ 6" 0 PVC PIPE CONFORMING TO--"' SECS 207-17 & 306-7 SSPWC, . ASTM D2729 & WITH A SDR 35 RATING 6"X6"-1.4X1.4 WWMPERSEC. 216-2.3 SSPWC 4 EA. 2' LONG TYPICAL SINGLE TIER RETAINING WALL DRAINAGE DETAILS NOTTO SCALE 60 30 0 60 120 CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 NOTES: CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 SEE SHEETS 7-9 FOR DETAILED SITE PLAN SEE SHEETS 10-12 FOR PAVING AND GRADING PLAN SEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTS SEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTS LEGEND: KEYSTONE RETAINING WALL C.M.U. RETAINING WALL C.I.P. RETAINING WALL TEMPORARY SHORING NOTES: ------------+++++++++++++ -11_1_11- 1. ALL KEYSTONE WALL OVER 6 FEET IN HEIGHT 'MLL BE PLANTABLE. 2. PROPOSED C.M.U. :.., RETAINING WALL 7 ,-ti: ',-----~· PLAN SHOWS RETAINING WALLS ONLY, FENCE AND SCREENING WALLS ARE NOT SHOWN, SEE LANDSCAPE PLANS SHEET 6 FOR FENCE AND WALLS. B" STANDARD II UNIT, CAVITIES FILLED WITH 560-D-3250 P.C.C. 0---.., " -. TOP OF WALL STEPS NOTTO SCALE 1" CRUSHED ROCK PER 200-1.2 SSPWC ---1 111=11=1 I _JTTTW" II 8" OR 16" STEP FOOTING & BOTTOM OF WALL STEPS NOTTO SCALE 1.00' NTS , 1/2" X 5 1/4" FIBERGLASS PINS EXPOSED FACE OF WALL 111=1 = - TO 90% RELATIVE DENSITY SEE SAFETY RAILING DETAIL----1 UNDISTURBED SOIL ORJ ENGINEERED FILL COMPACTED /(I 2 NOM_: .......... I 1- SIMILAR TO SDRSD D-75 EXCEPT USE ONLY--++~ 6 X6-W 1.4 XW 1.4 WWM & 520-C-2500 PCC 11 /:II-_ -v=111 1 111 11 ,-1/~ -_, VERTICA® BLOCK UNITS ...J ...J ./ <~~_I I _I I ~~~_'t- 111 _1 I I 111 y;)y;)y y.')j-= ~ . /("<0,'('.(,~~--111- NOTE: ALL KEYSTONE WALLS ARE TO BE PLANTABLEAND PLANTED ~ LL 0 r-:c (!) w :c M --,c,(:c,-if<: 1//'i/'l/'0 4 - -,...__..,.,f"J:.:% '!A'('.(~~~vl 2 (TYP) - ,.,._...----<-;$.)~-;;.<~~~.;::,I . _. ·-· 111· ~lJ!...;-~ ;:y;:y;:y",1-",--_~ = r,'--f7· v"''•>·c>1 »~~'</._'LI. 1 11-111- MINIMUM DEPTH OF EMBEDMENT = 1.33\ MAXIMUM DEPTH OF EMBEDMENT = 2.00' MINIMUM DEPTH OF GRAVEL FOOTING= 1.00' tu z r' <I-)-.-; ///1//0 I M,,~~--1..--'Y•-lv£;,:c ~;:,.VS:(il 11 _ _ 1 'f_.f'{,;_:, ,>'. ½<½<t= - - n'--....,,_;..-1f)£;% »~ 11 -111 -I I 1 /)',_'-=f",J(".'<. ~y t"Cl''Cl"/Y// /k41-11--.,....-..... -.... ...,..._-~~.."'-,,.,.._--1¢,r:1~~~~~'\ {fu-_-_ l=··-1~~~~i'11/1' ~ 11 11 ,,I I l=-+--+--H+~-t,,--1=,....,,.. """...u>cd· .r-'if<~?'ff~ •~,y'4i- 1 _ MIRAFI 3XT FABRIC, VERTICAL SPACING •J -~ -. ' ... _;, --AS SHOWN LENGTHS ARE 8 -FEET FROM -111 I FACE OF MOST INBOARDWALLATTHE [ [_ 1. SPECIFIC HEIGHT SHOWN - I I I I 1" CRUSHED ROCK PER 200-1.2 SSPWC WIDTH OF COM- PACTED GRAVEL FOOTING =3.50' 6" 0 PVC PERFORATED PIPE CONFORMING TO SECS 207-17 & 306-7 SSPWC, ASTM D2729, ASTM 3034, & WITH A SDR 35 RATING TYPICAL SINGLE TIER RETAINING WALL CROSS-SECTION NOTTO SCALE L 180 ~I ~f-----1 __ 1-~ HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com SCALE: 1" = 60' 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com CITY OF CARLSBAD ~ l-----1--+---------------t----t--+-------II-----I Q PLANNING DEPARTMENT L1.§__J 08.01.19 ML FINAL SUBMITTAL ;;;:;:::;:;:::::~;;::;::;::::::;:::;;;:;:==========::::::~==::::::; 06.11.19 ML 9TH SUBMITTAL TENTATIVE MAP FOR: 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL MARJA ACRES 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL RETAINING WALL PLAN DA TE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ADA ADA ADA ADA ADA A D A ADA AD A ADA ADA AD A AD A AD A AD A ADA ADA ADA ADA ADA ADA ADA AD A A D A ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A AD A ADA ADA ADA ADA ADA AD A AD A AD A AD A AD A AD A AD A AD A ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA A D A A D A ADA A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A A D A ADA AD A AD A AD A AD A AD A ADA ADA AD A ADAAD A AD A ADA ADA ADA ADA ADA AD A AD A AD A ADA ADA ADA AD A ADA AD A ADA ADA ADA AD A AD A A D A A D A ADAADAA D A A D A A D A ADA ADA ADA ADA ADA ADA ADA ADA A D A ADA A D A A D A A D A ADA ADA A D A ADA ADA ADA AD A AD A ADA AD A AD A ADA ADA AD A A D A ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ACCESSIBLE RAMPSEE DETAIL, SHEET 22 ACCESSIBLE WALKWAY SEE DETAIL, SHEET 22 ACCESSIBLE RAMP SEE DETAIL, SHEET 22 AD A AD A A D A A D A A D A A D A ADA AD A AD A ADA ADA Nov. 3, 2020 Item #6 Page 201 of 1999D.4 TE· I I I , I t>:1 , I ' ' I I I >· I I ,-I t,~ \ . I I I I I I, I I I I c.· I I I I I I l [GJ I ,c>;,-.,_~ r,,~,} I ~ · ' "-c;.iJ{ -. -. \- D I I o,n ,/ Tre s I ..... ..... -----i --------- · . .... ~~i:,; Re.41L .,:::-----;:::: -~ ) i e---.f.;J-,-_/ ~ I f f i j ' ' ' ' --I - --RJW C + -- -_, I + ' ( -r ,' -, ',_ ,-J--' . \, -2.L ----.- SCALE: 1" = 60' 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 91H SUBMITTAL 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DATE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION DATE LEGEND: - - ~ * - I BUS STOP I --- CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 - --- CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 - - 0 ACCESSIBLE PA TH ADA PARKING SPACE ADA UNIT BUS STOP (EXISTTNG) HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com ~ L1.1J CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: ~ Ll..§J INITIAL DATE INITIAL ACCESSIBILITY SITE PLAN OlHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 202 of 1999 I I I I I I I I I ~tn se r e es , I I I I I ) __ I ,- I/ ) I !1 I I i ( ' ii ' ' •,' I 11/ /1 · ) / I I / , __ ; I 1/ I I I i' I -' 1/ I I I ' ( I " I _,.,,--· ' ' ' / / / ' i / i '~~~~// /•S I .. -,r-- --~,,---:/ _J_ -- ' ' ' __ ,--- --,---~:::/ / ---------=·:----, ·; L'_- -----------..., _,_ -- -1.---- ' ' ' FF -59.93 FS I I I I I _,~ ' ' ' ' I I I I I : : ~ -:' J :: ==~ ~-r:--------~------:--···:· - 61.83 FS ,- ' --., c-- ' I ' ' 1- /'-✓-~~-~---::_-=--~ ,~, j_ li± -= -= -= -= -= -= -= -= -= = ~,,,l; ,--I J H ,,_ -,I I --/:/:?/ --, ,-_, / -/ / ,I I / ,' ," '' / i --t ' -r-' ., _, ' - 1:-I r ~~--Zf;-- -, _ _;_' _,' -/ / -; iL -,', It ---. I ' I l I I I 'rt .: :.-~%~'<:;~~:.,; . . -,-:::- I I I I l I I I L--1-'------I I I I I I I I ' I I -----\ I I I I I I I ' 6" CURB .7"::><., .:f.; ->- _,,.;ye:> ,, _ _;,,.-.>;- -----,2,<,_c,_ __ --b-~--"►1 ~-8Jj!:, / _-c;:~-=---- ---so\ -_:e-·--- I I I I I I I I I I I I I I I ---------------------~ RET. WALL MAX HT.=3.5' (500 SQ.FT.) ---- FF 69.67 --~--~~--i ' ' ' 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 91H SUBMITTAL 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL _,,,,,, 01.17.19 ML 61H SUBMITTAL (---<--/---· 12.03.18 ML 51H SUBMITTAL \;. :, 09.19.18 ML 41H SUBMITTAL / ., '\. 07.16.18 ML 3RD SUBMITTAL ' I I I I I I' I!/ 1 /\ 11 ~-::.:_~1- 11 I I ' I I I I I -r:.:0--1 I I I I I I 1 - I I I I I I -- ' I I I I I ~63l LANDSCAPE 6' 24' 30' CDP 16-33 SOP 2018-0001 EIR 2017-001 DEV16038 24' 6' 30' CT 16-07 PUD 16-09 HOP 16-02 SUP 16-02 PUD 2018-0007 LANDSCAPE ACCESSIBLE PARALLEL PARKING DETAIL NO SCALE 20 10 0 .____I~ 20 40 I __ I SCALE: 1" = 20' L HOWES I WEILER I LANDY PLANNING & ENGINEERING 60 Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com ~2 CITY OF CARLSBAD Lfl_j PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: ~ Ll..§J 1,-----+----+-------------------------,----+----+-----+-----1 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL ACCESSIBILITY DETAILS DA TE INITIAL DATE INITIAL DATE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GENERAL PLAN DESIGNATION GROSS ACRES BEACHES PERM.WATER BODIES FLOODWAY (FEMA) NATURAL SLOPES GREATER THAN 40% NATURAL SLOPES 25-40% SIGNIFICANT WETLANDS SIGNIFICANT RIPARIAN (SWS/SW) MAJOR POWER TRANSMISSION ESMT. OTHER SIGNIFICANT ENV. FEATURES RAILROAD TRACKS NET ACRES CONSTRAINTS NOTES SLOPE RANGE (%) 0 - 25 25 - 40 (NATURAL) 40 - VERT (NATURAL) 84.00 4.80 0.00 TOTALS 0 0 0 0 0 0.01 0 0 0 0 0 0 0.49 0 0 - 25 25 - 40 (NATURAL) 40 - VERT (NATURAL) 10.22 1.37 0.00 73.53 9.86 0.00 12.04 COMMERCIAL(GC) RESIDENTIAL (R-15) 6.26 14.39 PARCEL 1 - GENERAL PLAN DESIGNATION - GC PARCEL 2 - GENERAL PLAN DESIGNATION - R-15 SEE PARCELTABLES SEE PARCELTABLES CONTOUR INTERVAL IS 2 FEET EL CAMIN O R E A L R/W PL PL P L LEGEND DENSITY CALCULATIONS PARCEL 1 2 R-15 GENERAL PLAN DESIGNATION GC(A) GROSS ACRES 6.26 14.39 NET ACRES 5.73 12.04 15 12 LOWER END DENSITY (DU/AC) 21 144 LOWER END DWELLING UNITS 30 15 UPPER END DENSITY (DU/AC) 43 181 UPPER END DWELLING UNITS (A) PARCEL 1 IS A COMMERCIAL PARCEL AND DENSITY CALCULATIONS ARE BASED ON 25% OF THE NET ACRES 5.73 12.04 0 0 SLOPE RANGE (%)NET ACRESLEGEND 20.65 165 224 PARCEL 1 AREAS = 6.26 ACRES PARCEL 2 AREA = 14.39 ACRES NOTE GROSS ACRES 5.12 0.59 0.36 6.25 10.22 2.73 0.50 13.90 GROSS ACRES PARCEL 1 2 5.25 0.30 0.00 5.73 NET ACRES 25 - 40 (MAN-MADE) 40 - VERT (MAN-MADE) 0.80 2.08 0.05 0.130.13 0.05 SLOPE INFORMATION FLAT = 0-25% MODERATE = 25-40% STEEP = 40%-VERTICAL FLAT NATURAL SLOPE = 100% BUILDABLE ZONE MODERATE NATURAL SLOPE = 50% BUILDABLE ZONE MODERATE MAN-MADE SLOPE = 100% BUILDABLE ZONE STEEP NATURAL SLOPE = 0% BUILDABLE ZONE STEEP MAN-MADE SLOPE = 100% BUILDABLE ZONE 17.77 TOTALS 25 - 40 (MAN-MADE) 40 - VERT (MAN-MADE) 1.29 1.94 0.18 0.270.27 0.18 DEVELOPMENT CONSTRAINTS NET AREA AS A PERCENT OF TOTAL GROSS AREA NET AREA AS A PERCENT OF TOTAL GROSS AREA TOTAL Nov. 3, 2020 Item #6 Page 203 of 1999 \ I ~C11-~i;;~~~~r~;;c5:~~~~t~~~:~~~;;~:•~fJJJi<--~~~0;_---~-;_=~~~~~~=---~ -r:~::::,; .. :~:~~: ~~--::_-:~~~< 't~~ // / /II i /_/ \.\l //_ --~----- ---47B+oi/lf ____ -.. _ \' --~--~= ~~s-_o ---~ -=~;;~ -__ -·: EL ~A'1'11t9 RE L / / ~7~oo--J / / ~ ...L. -0 ---1:~ 4s9:bo\ - EASEMENT PER ___ ~,4.-_,,_ __ RECORDED ---;-------- FOR (ABANDONED) LIQUID FUEL LINE & GENERAL UTILITIES TO BE QUITCLAIMED 0 ( B /) --4--76 ---..L..::. /~---• ---/.472+00--\::--471+00 _ -·-"-, 470 ' '·. +OO ;' 47s+oo~ ----474+00~ 473+ ", , \ ' '/ ' \/-. / , \,( I I ~.:.:i',rJ:/j/ .. (_··:-~-~---=·---=·-_=---_~-~---~-·--~~:_:_:_:_:_:_~_:_:_:_:_;_~~ .. -~,=~~;_;·-~:_~-~-~=·=··=· :-c~--~-.~-~1-:-:·~·..:_:._:~~::::·:-~j::~~:..::.:..::~--:.,';..,~===-=::;;:;;;;::;::;;;(;;~-------.,~_ --~~-'"""'-:.,~ __ iilSrg, .. ',r: .... ~ ( _) ·-, I ' n // // // I 7 ----~ \". ') \._/'-, -," r J MAJOR RIDGELINES RIPARIAN OR WOODLANDS INTERMITTENT DRAINAGE COURSE 25 -40% SLOPES GREATER THAN 40% SLOPES MAJOR ROCK OUTCROPPINGS EASEMENTS FI.OODWAYS ARCHAEOLOGICAL SITES SPECIAL PLANNING AREAS BIOLOGICAL HABITATS BEACHES PERMANENT BODIES OF WATER WETLANDS ) ',/•, /----'-/ i/'i / i,/ MAJOR POWER TRANSMISSION EASEMENTS RAILROAD TRACK BEDS i L SEE SHEET 24 FOR CROSS SECTIONS NONE NONE NONE SEE GRAPHIC SEE GRAPHIC NONE SEE GRAPHIC NONE NONE NONE NONE NONE NONE NONE SEE GRAPHIC NONE 70 35 0 70 140 210 .___I ~f----1 __ 1----, SCALE: 1" = 70' 08.01.19 ML FINAL SUBMITTAL 06.11,19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04,19 ML 7TH SUBMITTAL 01.17,19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RD SUBMITTAL 04,05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I I I I I I I I DATE INITIAL OTHER APPROVAL DATE CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: CONSTRAINTS MAP INITIAL ~ L1..§J CllY APPROVAL Nov. 3, 2020 Item #6 Page 204 of 1999 100- 90- 80- 70- 60- 50- 40- 30- 120- 110- EX. FENCE / EXIST. BLDG. f I MARJA ACRES TENTATIVE MAP r -.../_ -' PR. BLOCK WALL PER L.S. PLANS / PROP. BLDG. (-~ __________________ ---~=•---·------------/'"EXISTINGGROUND ---LOT;;-7 (,.., -<?;,, m-;; ----·------.£ ______ _ I PAD 91.5 I ·-' : (1_ ---- ___ l_ _______ L---' I PAD88.5 ! COMMON ,,..-FINISHED GRADE ------ EX.FENCE / EXIST. BLDG. ,1---, SOUTH f PR. BLOCK WALL PER L.S. PLANS I REC. AREA / ---. -: -I -- SECTION A-A HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 20' /r------------f------------1/ PROP. BLDG. I PROP. BLDG.~--~ I (--------:, // ------1----------------34.00' ------------- _ --PROP. ~LOPE '-'- I / PROP. BLDG. 4,§_;,, '-, PRIVATE DRIVE ROW "'4-' , (WIDTH SCEWED) SENIOR PAD I __ ~-, ,..-FINISHED GRADE I ', -..._____._ ___ .;,,;_PAD=--=....:.;60~·0--~~./-------_L---... I EL CAMINO ',............. 4,§.:,,I ............ ', - -----·---- - - - _ L_ EXIS~:_'.'ROUND_ RE~WAL':._ =-1•~?""""' ~----REAL '-/~ I -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 100-I LOT69 I //" ---·-L __ PAD 95.~ __ I//"{ <:':,, ~'-FENCE mRIVE ·,<EXISTINGGRCUND ~ V"-RET. WALL ", _ -100 90- 80- 70- 60- 50- 120- 110- 100----- 90- 80- 70- 60- 50- 120- 110- PAD 88.5 PAD 87.5 '-'-, / FINISI ED GRADE SOUTH EX.FENCE, f / EXIST. BLDG. '-.J PR. BLOCK WALL PER LS. PLANS I ,----, / (--------:, // ------------ I LOT73 I / __ L __ PAD95.7 _ _J _ _,✓ ----·-: 44$;,, ~ c--FENCE I ~ / RET. WALL PAD 86.5 EAST If.I /PR.BLOCK WALL EX. FENCE , PER LS. PLANS/ / PROP. BLDG. - I / PROP. BLDG. -·--..ga.Q!)' I DRIVE (1_ I I FINISHE[ GRADE SECTION B-B HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 20' / PROP. BLDG. PAD84.0 '-'-<'· PAD <.O PROP.BLDG. I ROW '-'-'-[ EXISTING GROUND ~ ----, I)'-RE . WALLS PAD 71.0 ·, ""---.J..._ ____ ____:_:..::.,:...::._ ___ L_-',, ~:,, : EL CAMINO SECTION C-C '-, -, RET. WALL .......,,-f=1 =-- -REAL_ /' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 20' PROP. BLDG. \ '-------------------------I I /EXIST.BLDG. "--! f-------1 ,----, ______ >--------/EXISTINGG µUND / PROP. BLDG. - PROP. BLDG. -90 -80 -70 -60 -50 -120 -110 -100 -90 -80 -70 -60 -50 -120 / PROP. BLDG. -110 100- 90- (--------:, // I 44~:,, Vi,-FENCE ----•------~ I LOT75 I / I ------- ___ L __ PAD95.1 __ 1 ___ r✓ I 1 1,,RET.WALLS {FINIS EDGRADE ----------------__ _ PRIVATE DRIVE --___ _ PAD 86.5 PAD 86.5 ""IDTH SCEWED) ,.. PAD85.5 --.__ -100 -90 80- 70- 60- 50- 40- QAIE: 6/11/2019 ~ FH E NAME, Sc\PROJECTS\12704 Marje Acres\CIVIL\DRAWING\DISCRETIONARY PLANS\TENTATIVE MAP\24 Cross Sections.dwg --' ' PAD85.0 FINISHED GRADE ',,, ~ '-PRIVATE DRIVE '-(WIDTH SCEWED) '--- ------_ _ _ / EXISTING GROUND STORMWATER SENIOR PAD ...._ ...._ __/ BASIN PAD= 60.0 ROW ...... ____ ~<';,, I 55.0 ,, I -80 -70 -60 SECTION D-D --....________ RETWALL -----------;------------------.:-~--50 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 20' 40 20 0 I ~ 40 80 120 I I ! SCALE: 1" = 40' ------/ ' ------- -a1 L HOWES I WEILER I LANDY PLANNING & ENGINEERING -40 Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com 08.01.19 ML FINAL SUBMITTAL l---+---+--------------+---+---+---+----1 CTr] CITXAN~! D~~~~~BAD Ll§J 06.11.19 ML 04.16.19 ML 03.04.19 ML 01.17.19 ML 12.03.18 ML 09.19.18 ML 07.16.18 ML 04.05.18 ML 08.31.16 WB DATE INITIAL EN GI NEER OF WORK 91H SUBMITTAL 81H SUBMITTAL 71H SUBMITTAL 61H SUBMITTAL 51H SUBMITTAL 41H SUBMITTAL 3RD SUBMITTAL 2ND SUBMITTAL 1ST SUBMITTAL REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: CONSTRAINTS MAP CROSS SECTIONS GRADING ANALYSIS ALTERNATE SITE UNIT SUMMARY COUNT USE NUMBER OF UNITS General Plan - Residential LARGE TOWNHOMES 92 SMALL TOWNHOMES 99 General Plan - Commerical AFFORDABLE SENIOR 46 TOWNHOMES 16 COMMERCIAL N/A TOTAL UNITS =253 Nov. 3, 2020 Item #6 Page 205 of 1999 I -.::S.-'" -"':. ___ _. ! ---- v-1; ,:, " ;,' : , ,, . I: ,:z _J ' :.:✓ <·- ¾~•<.. . . . . -~~ ,, __ ,,-::,- re::--~--:::.. ---·, -...,--,-___ ----- _:-:_~~2-_--,;) CDP 16-33 SDP 2018-0001 EIR 2017-001 -c~ -~-~~~~~~?~f:§f-~~-~-~c _--~~~-~--~~~~ ~~~~~--~~~~EV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 --=----_,__-ac-_,._~-,-.. ¾ ~'-----=~=Yf ~-·"'._·r:U , cu~ _ _.2~03~0=0=0'--__ cy FILL: -~1~83~=00=0'----CY CY/AC: 9831 ---- / 60 30 0 60 _I~ I SCALE: 1" = 60' HOWES I WEILER I LANDY PLANNING & ENGINEERING 120 180 If------. Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com I---OB-.01-.1-91---M-L-+-FI-NA-L-SU-BM-ITT-AL------------t--+----t-----t-----1 ~I :;;;;5::;;~I ;::c:;::;:::;IT;::l~L~A;::N~::::IN::::~=D~=p=AAR=~=ML=E~=T=B=A==D~l==6==1 TENTATIVE MAP FOR: 06.11.19 ML 91H SUBMITTAL 04.16.19 ML 81H SUBMITTAL 03.04.19 ML 71H SUBMITTAL 01.17.19 ML 61H SUBMITTAL MARJA ACRES 12.03.18 ML 51H SUBMITTAL 09.19.18 ML 41H SUBMITTAL DRAWING NAME: 07.16.18 ML 3RD SUBMITTAL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL ALTERNATIVE SITE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Nov. 3, 2020 Item #6 Page 206 of 1999 j ' I MARJA ACRES TENTATIVE MAP e,o '1C,SOOPU.'E ,:,A, IEO I' r"l:HUl,JEac,\SPJ•G1'• --:,J,CS.'IJ. '1.lO-UCT ICLl:Cll' CA./ ""·"-" ISOlLCT L':UaP'CIIOSC,mFJ<J[ NOTE: l"'·''lOO'IS:1•,c;,xyupH,IOE -,,.,,., "-LCOl<-,"~,r.1,r..-s -~m Nm,C,'£1\ECT•L >:OPJ"-"T ta,.'Eo;.,,~, '11-E.S>l'fP:UChTHE.\OS nsor.,,-.c~ = TSUfFSSCXcS,i,,.,.H/,-~C :Bl,\C') -,EL T~'ll(CQR ·m,o, '"''' SEAGRAVE FWD TRUCK TURNING PATHS & PARKING LOT SHOWN FOR ILLUSTRATIVE PURPOSES ONLY 08.01.19 ML FINAL SUBMITTAL 06.11.19 ML 9TH SUBMITTAL 04.16.19 ML 8TH SUBMITTAL 03.04.19 ML 7TH SUBMITTAL 01.17.19 ML 6TH SUBMITTAL 12.03.18 ML 5TH SUBMITTAL 09.19.18 ML 4TH SUBMITTAL 07.16.18 ML 3RD SU BM ITT AL 04.05.18 ML 2ND SUBMITTAL 08.31.16 WB 1ST SUBMITTAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL OTHER APPROVAL CDP 16-33 SDP 2018-0001 EIR 2017-001 DEV16038 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007 60 30 0 ~I~ 60 120 I I SCALE: 1" = 60' L HOWES I WEILER I LANDY PLANNING & ENGINEERING NTS 180 Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.com DAlE INITIAL CITY APPROVAL CITY OF CARLSBAD PLANNING DEPARTMENT TENTATIVE MAP FOR: MARJA ACRES DRAWING NAME: ~ U§_J POTENTIAL TRUCK TURNING PATHS