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Home My WebLink AboutCT 2017-0006; ROOSEVELT TOWNHOMES; Planning Commission---- PROJECT SUMMARY: PROJECT ADDRESS: ASSESSOR'S PARCEL NUMBER LEGAL DESCRIPTION: LOT AREA: EXISTING USE: GENERAL PLAN LAND USE: ZONE: NUMBER OF LOTS: LOT DENSITY: LANDSCAPE AREA: PARKING SPACES: ' . ' r-·-- 1 I . --! --.... ,•· ·:.::::.:::: . .,A 2569 ROOSEVELT ST. CARLSBAO, CA 92008 203-101-35-00 NORTHWEST HALF OF LOT 22 OF SEASIDE LANDS IN COUNTY OF SAN DIEGO, CALIFORNIA, MAP 1722 22.7 du/ac • 9,612.75 S.F. SINGLE FAMILY DETACHED VB -VILLAGE/BARRIO V-B -VILLAGE/BARRIO; VILLAGE GENERAL DISTRICT PORTION OF LOT 22 18 UNITS MIN./ 23 UNITS MAX. PER ACRE PROPOSED 5 UNITS FOR 22.7 ACRES 4% OR 381 S.F. 10 REQUIRED/ 10 PROPOSED SQUARE FOOTAGE BREAKDOWN-UNIT ONE FIRST FLOOR SECOND THIRD FLOOR TOTAL GARAGE TOTAL HABITABLE FLOOR HABITABLE BUILDING SF OPEN SPACE UNIT ONE 157 793 701 1651 428 2079 615 UNITTWO 157 772 772 1701 428 2129 550 UNITTHREE 157 772 . 772 1701 428 2129 604 , I UNIT FOUR I . 157 772 772 1701 428 I 2129 604 UNITFIVE I 157 772 772 1701 428 2129 587 TOTAL OPEN SPACE REQUIRED TOTAL OPEN SPACE PROPOSED UNDEVELOPABLEAREA: WATER/ SEWER: SCHOOL DISTRICT: YEAR BUILT: BUILDING CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: NUMBER OF STORIES: NUMBER OF DWELLINGS: SETBACKS: FRONT SIDE REAR MAXIMUM ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWED LOT COVERAGE: PROPOSED LOT COVERAGE: FIRE SPRINKLER SYSTEM: 20% OF 9,612.75 = 1,922.55 3,045 SF AT GROUND LEVEL ABOVE. THE PROPOSED OPEN SPACE DOES NOT INCLUDE DRIVE-AISLES OR PARKING AREAS, IT ONLY INCLUDES LANDSCAPE/HARDSCAPE PATH WAYS AND DECK/PATIOS/BALCONY AREAS. NOT APPLICABLE CARLSBAD MUNICIPAL WATER DISTRICT/ CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD UNIFIED SCHOOL DISTRICT 1964 CALIFORNIA BUILDING CODE (CRC) 2016 SFR: R-3 TYPE VB 3 PROPOSED 5 (5 SFR) 5' -10' 5' 10' 35'-0" FT 34'-11" FT 80% 44.35 % NFPA 13D required throughout al! structures PROJECT NUMBER: CT 2017.0006/SDP 2018-0013 I SHEET INDEX: ARCHITECTURAL T-1 TITLE SHEET AS1.1 PROPOSED SITE PLAN AS1 .2 EXISTINr .iO CONDITIONS SITE AS1.3 AS1.4 A1.1 A1.2 A3.1 A3.2 PLAN .· AREA PLAN VEHICLE BACK UP DIAGRAM FIRST/ SECOND FLOOR PLAN THIRD FLOOR/ ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS PROJECT TEAM: ARCHITECT: FRONTIS STUDIO ATTN: SCOT FRONTIS 7542 FAY AVE. SAN DIEGO CA 92037 PH. 858.837.2078 EMAIL: sfrontis@gmail.com LANDSCAPE WICHMANN LANDSCAPE ARCHITECT: ARCHITECTURE ATTN: STEVE WICHMANN 405 VIA DEL NORTE. SUITE C LA JOLLA, CA 92037 PH: 858.459.9220 CITY OF CARLSBAD PLANNING COMMISSiON Case Name: f<o ose-v,.J.J few 11 b,//1 o CaseNo.:CT,9..Dl?•oclx,itJP 2ola_-/JO/J A'' u/<.'' Exhibit No.: u_ -~ Date 'I /2-/.io /q CIVIL D-1 DEMO PLAN C-1 TENTATIVE MAP C-2 TOPOGRAPHY MAP C-3 CONCEPTUAL GRADING PLAN 1 TIER 2 STORM WATER POLLUTION PREV. PLAN 2 EROSION CONTROL PLAN LANDSCAPE L-1 PLANTING PLAN L-2 IRRIGATION PLAN L-3 PLANTING & IRRIGATION NOTES OWNER: SURVEY: 2569 ROOSEVELT, LLC ATTN: JULIAN TOOMA PO BOX448 CORONA DEL MAR, CA 92625 PH: (949) 887-3795 EMAIL: julian.tooma@gmail.com SAN DIEGO LAND SURVEYING & ENGINEERING 9665 CHESAPEAKE DR., SUITE 445 SAN DIEGO, CA 92123 PH. 858.565.8362 FX. EMAIL: info@sdlse.com EMAIL: steve@wichmann-la.com ~ !;;; C = = g ~ "" Cl) Q) co E ~ _g <( C ~ ~ Q) o·- 1-6) I , Q) > Q) Cl) et:: 0 o> et:: ■- Copyright © 2017 co 0 0 N 01 <( u "Cl (IJ ..c C/J ,:: (IJ u All ideas, designs, and arrangements indicated on these drawings are the property of FRONTIS STUDIO are intended to be used in cormection with this specific project only and shaU not otherwise be used for any other purpose. There stiall be no changes or devialions from these drawings without the written consent of FRONTIS STUDIO Date: 01.14.2019 Job: 1423 Title: TITLE SHEET Sheet: T1 .1 1 10'-0" SETBACK ADJACENT PROPERTY SEASIDE LANDS MAP 1722 PORTION OF LOT 22 LEGEND: LINE INDICATES PROPERTY LINE I ASSUMED PROPERTY LINES AS NOTED LINE INDICATES SITE SETBACKS LINE INDICATES NEW WOOD FENCING OVER RETAINING WALL NOT TO EXCEED 6' IN OVERALL HEIGHT FROM LOWEST ADJACENT GRADE ====Olllllc INDICATES NEW RETAINING WALL. HEIGHT INDICATED ON CIVIL PLANS NEW ON GRADE CONCRETE PAD I SIDEWALK/ DRIVEWAY DSO NEW BRICK PAVERS NEW LANDSCAPE AREA PER LANDSCAPE PLANS NEW STRUCTURES VISIBILITY TRIANGLE NEW GAS METER DOWN SPOUT LOCATION ABBREVIATIONS: TOF -TOP OF FENCE BOF -BOTTOM OF FENCE TOW -TOP OF WALL BOW -BOTTOM OF WALL 2 PROJECT SUMMARY: PROJECT ADDRESS: ASSESSOR'S PARCEL NUMBER LEGAL DESCRIPTION: LOT AREA: EXISTING USE: GENERAL PLAN LAND USE: ZONE: NUMBER OF LOTS: LOT DENSITY: LANDSCAPE AREA: PARKING SPACES: 3 2569 ROOSEVELT ST. CARLSBAD, CA 92008 203-101-35-00 II NORTHWEST HALF OF LOT 22 OF SEASIDE LANDS IN COUNTY OF SAN DIEGO, CALIFORNIA, MAP 1722 22.7 du/ac -9,612.75 S.F. SINGLE FAMILY DETACHED VB -VILLAGE/BARRIO V-B -VILLAGE/BARRIO; VILLAGE GENERAL DISTRICT PORTION OF LOT 22 18 UNITS MIN./ 23 UNITS MAX. PER ACRE PROPOSED 5 UNITS FOR 22. 7 ACRES 4% OR 381 S.F. 10 REQUIRED I 10 PROPOSED SQUARE FOOTAGE BREAKDOWN-UNIT ONE FIRST FLOOR SECOND THIRD FLOOR TOTAL GARAGE TOTAL OPEN SPACE HABITABLE FLOOR HABITABLE BUILDING SF UNIT ONE 157 793 701 1651 428 2079 615 UNITTWO 157 772 772 1701 428 2129 550 UNIT THREE 157 772 772 1701 428 2129 604 UNIT FOUR 157 772 772 1701 428 2129 604 UNITFIVE 157 772 772 1701 428 2129 587 ® 154'-9" (j) I ADJACENT PROPERTY SEASIDE LANDS MAP 1722 LOT21 r PROPOSED SITE PLAN 1 /8" = 1 '-0" TOTAL OPEN SPACE REQUIRED TOTAL OPEN SPACE PROPOSED UNDEVELOPABLE AREA: WATER/SEWER: SCHOOL DISTRICT: YEAR BUILT: BUILDING CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: NUMBER OF STORIES: NUMBER OF DWELLINGS: SETBACKS: FRONT SIDE REAR MAXIMUM ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWED LOT COVERAGE: PROPOSED LOT COVERAGE: FIRE SPRINKLER SYSTEM: 20% OF 9,612.75 = 1,922.55 3,045 SF AT GROUND LEVEL ABOVE. THE PROPOSED OPEN SPACE DOES NOT INCLUDE DRIVE-AISLES OR PARKING AREAS, IT ONLY INCLUDES LANDSCAPE/HARDSCAPE PATH WAYS AND DECK/PATIOS/BALCONY AREAS. NOT APPLICABLE CARLSBAD MUNICIPAL WATER DISTRICT/ CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD UNIFIED SCHOOL DISTRICT 1964 CALIFORNIA BUILDING CODE (CRC) 2016 SFR: R-3 TYPE VB 3PROPOSED 5 (5 SFR) 5' -10' 5' 10' 35'-0" FT 34'-11" FT 80% 44.35 % NFPA 13D required throughout all structures PROJECT NUMBER: CT 2017.0006/SDP 2018-0013 9 10 33'-0" CENTERLINE TO STREET 10'-0" SETBACK 5'-0" I STBK SITE PLAN KEYNOTES: [!j 1. Proposed Residence. 2. Existing Building. 3. Proposed Landscape area/planter. 4. Proposed electrical panel. 5. New Driveway-See Civil plans for additional information. 6. New tankless water heater mounted on wall in garage. 7. NA 11 '-0" TO CURB 5'-0" (E) Cl IDEWAL / \ \ / I I 'I PROJECT NORTH 8. Proposed water meter service for residential unit (as labeled) -See Civil plans for additional information. 9. Proposed sewer lateral -See Civil plans for additional information. 10. Proposed Gas meter -See Civil plans for additional information. 11. Existing City sidewalk and curb. 12. Proposed backflow preventer, to be shielded from view with planting -See Civil plans for additional information. 13. Mail Box location. 14. New retaining wall with wood fencing on top. Not to exceed 6' in total height from lower of adjacent grades, top and bottom of walls per civil plans. Max height offence in front yard set back shall be 42" 15. Existing power pole. 16. Hatch indicated new herringbone permeable brick pavers 17. NA 18. Proposed 6' wood fencing/ gates. Max height of fence in front yard set back shall be 42" 19. Proposed transformer location to be shielded from view with planting 20. Proposed trash and recycling location 21. Proposed electrical meter 22. Existing water meter service for residential unit (as labeled) -See Civil plans for additional info. 23. AC unit/ Mechanical unit ---® N WATER LATERAL N WATER LATERAL N WATER LATERAL TRUE NORTH w w y), ~--~ w <C "' z " "' 0 1 2 4 SITE PLAN NOTES: w z z ::, ::, "' "' w w s i w w z z ~ " "' 8 16 1. The cross slope of ramp surface shall be no greater than 1 :50 or 2%. 2. Site accessibility shall conform to the following Sections of the 2016 California Building Code: 2.1. Section 1111A -Changes in level on Accessible Routes 2.2. Section 1112A -Curb Ramps on Accessible Routes. 2.3. Section 1113A -Walks and Sidewalks on an Accessible Route. ~ ~ = = g = a'; °' en Q) E ~ """ ::ii """' u liiiJJ rit.1lzl •~m .c u b m co Q) L., 0 <( .c C s s Q) o·-~ a; I • et: Q) Q) > C) Q) ro en 0 ■-o> et: Copyright © 2017 E 8 co 0 0 N cri <( u -a cc .0 <ll -;:: cc u +-' (/J .... <ii > OJ <ll 0 0 a: cri (0 I!) N All ideas, designs, and arrangements indicated on tllese drawings are the property of FRONTIS STUDIO are intended to be used in conriection wtth this specific project only and shall not otherwise be used for any other purpose. There shall be no changes or deviations from these drawings without the written COl'ISent of FRONTIS STUDIO Date: Job: Title: Sheet: 01.142019 1423 PROPOSED SITE PLAN AS1.1 ADJACENT PROPERTY SEASIDE LANDS MAP 1722 PORTION OF LOT 22 LEGEND: --<--<-- " e ~ /.:i< /. /x / / ///x· ///'//•. // // .. .i/'y ,.-,, / ·' ,! / • /' EXISTING ONE / // STORY BUILDING '.~ .· / ,'//' -/ /// /" ,//.· ,,' //>. //////x ,·///.··/,e /,,///X ;::_<r&·(/. -. __ ---:._ ~~-:-'-·-,. ---~ .• 9 cc "' '"" I llJ,,__ ___________ I I ·1 I ' (E) RETAINING WALL-----------:I p "" ' o.j (0 I $ ' -"" ·O ,:, "" "' z (E) WOOD FENCING ON ADJACENT PROPERTY -----fl 10'-0" SETBACK (E) CHAIN LINK FENCING TO BE REMOVED LINE INDICATES PROPERTY LINE/ ASSUMED PROPERTY LINES AS NOTED LINE INDICATES SITE SETBACKS LINE INDICATES EXISTING CHAIN LINK FENCING TO BE REMOVED --<--<--LINE INDICATES EXISTING RETAINING WALL. I' z" ' '·· '' I EXISTING ON GRADE CONCRETE PAD I SIDEWALK I DRIVEWAY EXISTING LANDSCAPE AREA PER LANDSCAPE PLANS EXISTING GAS METER ABBREVIATIONS: TOF -TOP OF FENCE BOF -BOTTOM OF FENCE TOW-TOP OF WALL BOW -BOTTOM OF WALL 154'-9" (E) FICUS ELASTICA TO BE REMOVED ADJACENT PROPERTY SEASIDE LANDS MAP 1722 LOT21 (E) WOOD FENCING TO BE REMOVED PROJECT NUMBER: CT 2017.0006-SDP 2018-0013 10'-0" SETBACK s•-on STBK 33'-0" CENTERLINE TO STREET 11'-0" TO CURB 5'-0" (El crr,c SIDEWALK, . I S 55' 9'33" W 45 (E) BRAZILIAN PEPPER _/ TREE TO BE REMOVED PROJECT SUMMARY: PROJECT ADDRESS: ASSESSOR'S PARCEL NUMBER LEGAL DESCRIPTION: LOT AREA: EXISTING USE: GENERAL PLAN LAND USE: ZONE: NUMBER OF LOTS: LOT DENSITY: LANDSCAPE AREA: PARKING SPACES: 2569 ROOSEVELT ST. CARLSBAD, CA 92008 203-1 0 1-35-00 NORTHWEST HALF OF LOT 22 OF SEASIDE LANDS IN COUNTY OF SAN DIEGO, CALIFORNIA, MAP 1722 22.7 du/ac-9,612.75 S.F. SINGLE FAMILY DETACHED VB -VILLAGE/BARRIO V-B -VILLAGE/BARRIO; VILLAGE GENERAL DISTRICT PORTION OF LOT 22 18 UNITS MIN.123 UNITS MAX. PER ACRE PROPOSED 5 UNITS FOR 22.7 ACRES 4% OR 381 S.F. 10 REQUIRED I 10 PROPOSED SQUARE FOOTAGE BREAKDOWN-UNIT ONE FIRSTFLOOR SECOND THIRD FLOOR TOTAL GARAGE TOTAL HABITABLE FLOOR HABITABLE BUILDING SF OPEN SPACE UNIT ONE 157 793 701 1651 428 2079 615 UNITlWO 157 772 772 1701 428 2129 550 UNITTHREE ! 157 772 772 1701 428 2129 604 UNIT FOUR I 157 772 772 1701 428 ' 2129 604 UNIT FIVE 157 772 772 1701 428 i 2129 587 PROPERTY SEASIDE LANDS MAP 1722 PORTION OF LOT 22 "· . ,. -~ ' ' EXISTING DRNEWAY . ·' EXISTING SITE PLAN 1 /8" = 1 '-0" TOTAL OPEN SPACE REQUIRED TOTAL OPEN SPACE PROPOSED UNDEVELOPABLE AREA: WATER I SEWER: SCHOOL DISTRICT: YEAR BUILT: BUILDING CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: NUMBER OF STORIES: NUMBER OF DWELLINGS: SETBACKS: FRONT SIDE REAR MAXIMUM ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWED LOT COVERAGE: PROPOSED LOT COVERAGE: FIRE SPRINKLER SYSTEM: 20% OF 9,612.75 = 1,922.55 3,045 SF AT GROUND LEVEL ABOVE. THE PROPOSED OPEN SPACE DOES NOT INCLUDE DRIVE-AISLES OR PARKING AREAS, IT ONLY INCLUDES LANDSCAPE/HARDSCAPE PATH WAYS AND DECK/PATIOS/BALCONY AREAS. NOT APPLICABLE CARLSBAD MUNICIPAL WATER DISTRICT I CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD UNIFIED SCHOOL DISTRICT 1964 CALIFORNIA BUILDING CODE (CRC) 2016 SFR: R-3 TYPE VB 3 PROPOSED 5 (5 SFR) 5' -10' 5' 10' 35'-0" FT 34'-11" FT 80% 44.35 % NFPA 13D required throughout all structures ~--= 46l ::::==-====-;~~~-~-P -~ I =---------~~ \ EXISTINGWATERLATERAL j \__ (E) SPINLESS YUCCA 0--~-.J__---.L-_____jl~lflfi+-----~ ------++--1 46 TO BE REMOVED (E) GIANT BIRD OF PARADISE TO BE REMOVED ---~ -~ : -·."" 4 " - ALL EXISTING PAVING, PLANTING, FENCES AND STRUCTURES TO BE REMOVED v1 <[ l'.J VJ <[ ~, ;§ z ;;,;:: : :> V, <[ L:J EXISTING GAS LATERAL G GAS--+: PROJECT TRUE NORTH NORTH <[ l'.J V, <[ l'.J (/) <[ l'.J V, <[ l'.J ); w w z z ::J ::J .,. .,. w w ~ i "' z z " " "' "' ,__ 1±: l"c "' ,__ ~ '!;: ); "' 0 0 0: PROJECT NUMBER: CT 2017.0006 -SDP 2018-0013 I --J I ~ !;;;: C = = ~ a:; "" LL (/) Q) co E Q) 5.... 0 <( ..c C s s CD o·- I-a; I • 0:::: CD Q) > C) Q) co (/) 0 ■-o> 0:::: Copyright © 2017 E g 00 0 0 C\I O'l <( (.) -0 Cll ..0 en "C Cll (.) --en -Q) > Q) en 0 0 a: O'l co I,!") C\I All ideas, designs, and arrangements indicated on these drawings are the property of FRONTIS STUDIO are intended to be used in connection with this specific project only and shall not otherwise be userl for any other purpose. There shall be no changes or deviations from these drawings wilhoul the written consent of FRONTIS STUDIO Date: Job: Title: Sheet: 01.14.2019 1423 EXISTING CONDITIONS SITE PLAN AS1.2 0 . 0 i\/e Holding 8-,_ .. j""> ~'. - l(l " ' If?<: ,. 'c;fi! ;.,,· ''. ·,~--~, ' . ·-,,~·1°'' •V' D,1··11·"h -'"'"' _,,, "'' i;,,. c,;. "1 rrt 1\t". ,.,, , .. , ··"'"' _. ¾;_., l ...,_, \ \ ' 0 na r- ., / 0 0 0 0 00 0 ~ . / / '0 \ 0 / / / / / / / / / / / / / ,, / / ' \0 ' ) - 0" . TRUE NORTH -~-)-;-IN_I_TY_P_LA_N_-_1_□_□_• ________________ ~@ -----------------------------·- ~,~£Id ' PROJECT NUMBER CT 2017.0006/SDP 2018-0013 AREA PLAN KEYNOTES: STRUCTURES -EXISTING & PROPOSED [2J Existing 1-story commercial building. 0 Existing 2-story commercial building. j 3 f Existing 2-story residential building. 0 Existing 3-story commercial building. 0 Existing 1-story residence. ~ Existing 1-story residence to be demolished for proposed townhomes. Cf] Existing 1-story residential out-building to be demolished . AREA PLAN LEGEND: WALLS & FENCES -EXISTING & PROPOSED -•-•-•-LINE INDICATES 100' DEMARCATION DISTANCE FROM PROPOSED PROJECT SITE. --0----0---<>--LINE INDICATES EXISTING CHAIN LINK FENCING. HEIGHT VARIES FROM 4'-0" TO 6'-0". -<>----0---<>--LINE INDICATES EXISTING WOOD FENCING. HEIGHT AT 6'-0". ------LINE INDICATES EXISTING BLOCK WALL. HEIGHT VARIES FROM 3'-0" TO 4'-0". AREA PLAN KEYNOTES: MAJOR VEGETATION -EXISTING & PROPOSED 0 Existing Queen Palm, 12' to 15' tall. 0 Existing Washington Palm, 30' to 35' tall. 8 Existing Christmas Palm, 5' to 12' tall. G Existing Carrotwood Tree, 25' to 30' tall. 8 Existing Canary Island Date Palm to be removed, 40' tall. 0 Existing Giant Bird of Paradise to be removed, 15' tall. 8 Existing Giant Bird of Paradise, 15' tall. 0 Existing Spineless Yucca to be removed, 15' tall. 0 Existing Kaffir Plum Tree, 15' to 20' tall. 0 Existing Dragon Tree Agave to be removed, 3' to 4' tall. 0 Existing Dragon Tree Agave, 3' to 4' tall. 8 Existing Sydney Blue Gum Eucalyptus, 30' tall. 8 Existing Southern Magnolia Tree, 15' tall 0 Existing Texas Privet Shrub, 3' -4' tall G Existing Bamboo, 20' -25' tall. 0 Existing Brazilian Pepper Tree to be removed, 15' tall. 0 Existing Ficus Elastica Tree to be removed, 15' tall. 0 Existing Rose Shrub, 3' tall. 0 Existing Sago Palm, 2' tall. 8 Existing Trumpet Lily, 2' -3' tall. 8 Existing Lily of the Nile, 3' -4' tall. 0 Existing Bird of Paradise, 5' -6' tall. ~ u, = C) ~ "" en (]) co E Q) L. 0 <( co ..c 0 0 C ~ N en <( ~ Q) (..) "O Cll o·-.c Cl) ~~ ,._ Cll (..) -0::: Cl) I • -(I) > (I) Q) Cl) (1) 0 0 > 0:: en C) <.O Q) I!) N ro en 0 ■-o> 0::: Copyright @ 2017 All ideas, designs, ar,d arrar,gements indicated on these drawirigs are the property of FRONTIS STUDIO are intended to be used in connection with this specific project only and shall not otherwise be L1Sed for any other purpose. There shall be no changes or deviations from these drawings without the written consent of FRONTIS SlUDIO Date: 10.04.18 Job: 1423 Title: AREA PLAN Sheet: AS1.3 ADJACENT EXlSTING BUILDING _; a: ow rO I w"' Or "' :::, I c:: o (!) w ' (.J S"z "' w lL >" I I _, ~ ~ "' I ! ! ! j TOP OFFENCE TOP OF WALL I I < < .,..,..-! / I I \ I I \ \_ I I ' '-- / / I \ ' FINISH GRADE PROPOSED INSIDE P.L EXISTING GRADE OUTSIDE P.L .J 0 a: r w w9 0(1) t2 ~ (!) w bl~ _, w <'> lL >" w wWO u-w Dzrno t2 w r -:::, "' C> 0:: O z w -~LL'.2:Q _, .!:!: 0 I-N O 0:: 11. 8. FENCE DIAGRAM-WEST PL 1/811 = 1 '-0" e- CAR ONE CAR TVVO RKING SPACE PARKING SPACE 9'-0" 9'-0" .J a: ow rO w 1ii Or t2 :::, (!) ~ ' (.J :? z "'w lL >" _, _, ~ :so ' "' e- CAR ONE CAR TVVO KING SPACE PARKING SPACE 9'-0" 9'-0" _; _, oO.: r w WO o-I "' (/) c::~ I (!) w a: .J ow 0 a: 1--0 r w w cij w9 0 r 0 (/) t2 6 "' z c:: - _; a: ow I rO w 1ii I Or HATCH INDICATES AREA OF OPEN SPACE 3,045 SQ PROJECT NUMBER CT 2017.00061SDP 2018-0013 p CAR ONE CAR TVVO CAR ONE CAR TVVO KING SPACE PARKING SPACE RKING SPACE PARKING SPACE 9'-0" 9'-0" 9'-0" 9'-o· ____ " ________ _ . ' ' r --· ---------- 20•-o" CAR ONE CAR TVVO RKING SPACE PARKING SPACE 9'-0" 9'-0" ' ,----------· I VEHICLE BACK UP OPEN SPACE DIAGRAM ...j I 0.. ' ow r 0 w "' Or t2 6 (!)w ' (.J :? z "' w lL >" 1 /8" = 1 '-0" .J 0 a: r w wo TOP OFFENCE o-t2 fg (9 w TOP OF WALL ' (.J oz '7 w st lL >" FINISH GRADE PROPOSED INSIDE P.L EXISTING GRADE OUTSIDE P.L .J .J .J 0.. 0 a: a: ow r w ow rO w9 r 0 wen 0(/) w 1ii Or t2 ~ 0 r t2 6 <CCl (9 w c:: 0 (!) w co ~ (!) w ' (.J _, w ' (.J 5' z ... lL :? z "' w >" "' w lL lL >" >" +t-+------'-w----~-- ittt---t-------·cc•• w-------+-- ~H[IDl---f+--l-----w--------- -d1P11:1---+1-+----w--------- ~-HOeD:f'~--++-+-----w-------,___-' \ \ I I I I / / s i=~~===;~e==ft-+--s-----s-----+ I Gi".S I I I G S f-----GAS --·• PROJECT NORTH - TRUE NORTH '4.J _, 0 a: l-~ W-0(/) t2 ~ (!) w co ~ _, w <'> lL >" ¥1 .I 1 2 4 8 _, a: ow r 0 w 1ii 0 r t2 6 t!J w ' (.J 5' z "' w lL >" 16 .JI a.. ! ow r o I W-0 (/) t2 ~ (!) w fr, ~ _, w <'> lL >" I I _, a: Ow rO w "' ~§ t!J w ' (.J '?z "' w ~I I T 1'c------Lm----------+------+·~-+---+---------------l-L----------'u 1 I 1 , 1· , 1r ., I .I .i .i .. -' i --,. ,. I -,-I i -::: ~ ,. _, w _, wWO ~ oOcr.jW c2zr9 ~ w :::)(/) (!)C::oz "' w -a,-tt:a;ol ~-01-0 c:: N 11. C. FENCE DIAGRAM-NORTH PL 1 /811 = 1 '-011 fYr_______, 0 1 2 4 8 16 _, .J _; _; .J .J .J _; I 0 a: a: 0 a: a: 0 a: a: oa: 0.. r w ow r w ow r w ow rw ~~i w9 r 0 WO I w9 r 0 w9 rO w cij o-w-0(1) w 1ii TOP OFFENCE 0 (/) w cij 0(1) t2 fg 0~ ADJACENT t2 ~ 0 r t2 ~ Or t2 ~ 0 r I ADJACENT EXISTING BUILDING ~ ;§ = = ~ a; °" I • (J.) > Q) (/) co 0 0 N 0) <( u "Cl ctl ..0 ti) -;:: ctl u -(/J -Ql > Ql ti) 0 (J.) ~ C)~ ro 0 o> 0:::: ■- (.J ~z (!) w (!) w ' () -() t2:::, i '26 EXISTING BUILDING (!) w t2 6 t!J LU '26 (!) w t2 6 t!J w 0 I -() (!) w ' (.J C, w: (9 w -() TOP OF WALL N~ (9 w '7 w <'> lL >" .~ w wWO o-w Cl Z Cf.l Cl c2w!:iw c,O::oz w -~ LL 2 Q _, !:!:: 0 I-NO 0:: 11. I I - 5'z "' w 11. >" ADJACENT EXISTING BUILDING 1H9r----; 0 1 2 4 8 ,, z ' w "'11. >" i 16 I I ' () ~z "' w 11. >" ., ' _J _, ~ cp ' -' ~1 t!J w a-z I ' () _, LU :, z I ... 11. "' w ,-: 11. ,-: j -I. I -~ .I -l ,, w wWO _, _, o-w Dzu.io ~ t2 w !3 1ii C!lO:::Oz ~ w -(0 u.. ~ 0 :;... _, !:!::: 0 I- ~ 0 c:: 11. A. FENCE DIAGRAM-SOUTH PL 1 /811 = 1 '-011 ,, z " () ' () _, LU _, w 5'z ,n lL '?z "' 11. to w FINISH GRADE PROPOSED INSIDE PL "' w >" >" lL lL >" >" EXISTING GRADE OUTSIDE PL - --"r.-+ ~ ,~ I- w w LUO _, WO _, _J wu-w _J wo-w ~ ozWo ~ OZU)O (2wr-(2 LU f---c:: :::, (/) c:: :::, (/) M (!) UJ O ~ '\' (!) w O ~ ' a-= u..~o a--LL~ Q ~!:!:::01-0 !:!:: 0 I-~ 0 c:: 0 c:: 11. 11. 8 w WO wu-w OZ cn 0 '2wr-c:: :::, (/) wOZ ~ u.. ~o ~ !:!:: 0 I- 0 c:: 11. Oz '7 w to lL ,. >" _, _J ~ "' I 16 ;...u/ :;-m i "' 11. >" I I ' I I ,- I I Copyright @ 2017 All ideas, designs, and arrangements inclicated on ll1ese drawings are the property of FRONTIS STUDIO are intencled to be used in connection With lhiS specific project orily and shall not otherwise be used for any other purpose. There shall be no cl'tanges or deviations from these drawings without the written CO!'ISent of FRONTIS STUDIO Date: Job: Title: 01.14.2019 1423 VEHICLE BACK UP DIAGRAM Sheet: AS1.4 -·------ 'r ~< "' ' , ~ I '? m (01-1 w (/) ; ~ , ·r M, ;.'.. f "' 9 "' "' ½-i'--"' 9 "' "' 10'-0" SETBACK 1• - I 20'-8" _ LINE OF FLOOR ABOVE 7'-10" 10'-1" 20'-10" 7'-1(' I 154'-8 1/2" 41'-8" 10'-2" 20'-9" I, 7'-10" 23'-4" ,. 10'-0" SETBACK , , 20'-10" PROPERTY LINE -S 55"59'33" W-154.72' -- 13'-0" 13'-0" ~ C 7'-1 O" 12'-11" --'---- I 12'-10 1/2" §• ' §•= ·1 ~CKL:,\'E LINE OF FLO DR --INE OF FtO~ ,, 7'-10" r:::-ABOVE 13'-1" ,, 10'-3" /!>,BOVE -_l__ -,'----~-.--~~-;:.-=--=--=---,:~----f;--j'-',· __ :,.l'----~----_:;-g-,-__ -_ -_ -_ -_ -_.,,i~----/--;1_".:.-::.-::.'i,':.. -' I i " ~ l?l ' s: -,,. C I? ;i; a,: ' ~ ..., ~ ffi ~ 8: --"' l"I J=il\..... . 1C£i I ,,.,,,. @ COLUMN '<" @ FJN. CLNG. ,t-,., 1 I PORCi --~ E~;;;FF 'l' 0 R-2OCC. 0 ~ -, I' UP I I ~~ 7J -... ' . ' r--i I I ' ~ ~ ® b " @ Ir I I i I I a, V HEAD~CE / --, 6'--B" AT FACE OF:._/ ~ -, w= L 15RISERS@7.25~!!'.{l"~ - UNIT5 ROOSEVELT ST. 585.72 SQ. FT. V-B SPRINKLERED GARAGE uocc. -·--· ! ' ' I ' {j} 0 FIN. CLNG. $ +8'-6" AF.F. I ~ ... ~--.· 101 UP,-1 H-t--, UP ~I --_/,;,, - I\...._,,.,,,. @] . I ffl I I @] .,.,,,. I CotUMN COLUMN @ FIN. CLNG. ,0 FIN CLNG ,.pb :1IJ - I PORC~ -~-EN~~~AFF"' .,-~·A.;;N;RY 0 f10RCH I ~ I 0 R-2 occ. 0 0 ,A R-2 occ. 0 /¾,,,_ i----'---..-/"{T)L -r--I ..ll"I°' ·:-= ·= -=!!,,:c'.'.i0;;•/,,, ... ,,, .. ,,,,,,,,.,/mm,li!a. "'···=='ii--', HEAOCLEARANc:Ec ~ -' --HEMJC!..EARANCE l'/--B'ATFN:;Eo;''-___/ L --j 6'--B"ATFACEOF WAil L WAil 15 FIISERS @7.25•!1'--(l"'=::_1--t= 15RISERS @7.25= 9'-0" UNIT4 ROOSEVELT ST. 585.72 SQ. FT. V-B SPRINKLERED GARAGE uocc. FIN. CLNG._ $ +8'-6" AF F 0 UNIT3 ROOSEVELT ST. 584.62 SQ. FT. V-B SPRINKLERED GARAGE uocc. FIN.CLNG. $ +B'-6" A.F.F. :@Or b " ,~ _, .,. 19'-0" 19'-7" i 7 L ~~ J ----G \- ~ \__LINE OF FLOOR L ABOVE -+-T I ' 10'-0" SETBACK " 20'-91/2" -,- " -~ ' s: ! 0 -:st 1s ;i; UNE OF FLOOR saow-----.. @] @] LINE OF FLOOR BELOW Id FP DINING ROOM FIN.CLNG. $ +9"-0" A.F.F. a,: Eb ' @] ~ 11 I I ..., ~ ffi ~ 8: @I +~~~~I-~ 0 R-2 ~ f---1 _-_-_:_L_:_:_N_~_-_-__ :_ ~ I " (5 15'-3" I L -+- L ____ J ___ J \ LINE OF FLOOR \___iABOVE -~S-ETBAGKI INF PROPERTY UNE -S 55"59'28" W-154.72' GROUND FLOOR PLAN 1/8" = 1'-0" 154'-8 1/2" 10'-0" 41'-9" 10'-0 1/2" PROPERTYUNE-S55"59'33"W-154.72' I§] n:..-LINE OF FLOOR B::Low--,N LINE OF FLOOR BELOW !@ ~ @] LINE OF FLOOR BELOW--- @] 18 : ' __j KITCHEN I @I ~ 'FP F9 Fl Ft DINING I [] ROOM bd bi le,,; ,I FIN. CLNG. $ +9'-0" A.F.F. 1 II -+-1-•~ LIVING :. ROOM : R-2 0 I BALCONY I I L ________ J 15'-3" FIN. CLNG. $ +9'-0" A.F.F. k , I: I J -i-+ LIVING ROOM R-2 0 BALCONY I I L ________ J 15'-3" -~S=FTBACKI INF @I F @] @] PROPERTY LINE -S 55"59:28" W-154.72' SECOND FLOOR PLAN 1/8" = 1'-0" Eb ~ LINE OF FLOOR BELOW @ ' @] I I, @! ! ' f_ I po,_ __/ rw,!~ IT I ""--L__ r--+-+w@ r--~w 10 ' 'I ® ,,.,,,.__} I -I @] 1,·~11-_}' COI..UMN i; OOUJ>-IN FIN. CLNG. $ i@J : ~ FIN. CLNG. $ @J +8'-0"A.F.F. -~PORCH ~ 9 1-:~ +8'-0"AF.F. -$ _ -,/0 R:~b~~-(0 j °' ~ >--_' ~:~b~~(0 -0 ~~ I--_/ ~ -- --'\_ HEADCI..EAfWICE -j '\..__ 6"-8" AT FACE OF •= -t=t5RISERS@7.25•9'-0" UNIT2 ROOSEVELT ST. 584.34 SQ. FT. V-B SPRINKLERED GARAGE uocc. FIN. CLNG. $ +B'-6" A.F.F. r- r- r-_, I !:E ~ I I I I '1®:fu ib I " ;., ~ ~~ L I, L_ ___ J \__LINE OF FLOOR ABOVE HEADCI..EARAt(CE 9'-B"ATFACEOF .~, L15RISERS@7.25=9'--0" UNIT 1 ROOSEVELT ST. 596.29 SQ. FT. V-B SPRINKLERED GARAGE uocc. FIN.CLNG. $ +8'-6" A.F.F. --- LINE OF FLOOR ABOVE PROJECT TRUE NORTH NORTH "' _, - ' ' I ~ I "' -~ ' lJ.J I i,, ' f') 1s I ;i; ' "' ! ' ~ ' ..., ~ ct'. ~ 0 8: fb9f------, 20'-9 1/2" §--- r-H-+-!UP KITCHENL FIN. CLNG. $ +9'-0" A.F.F. FP 11 11 @] BALCONY I I L ________ J 15'-3" [@l 7'-10" LINEOF FLOOR BELOW ~ 0 ~ @] 0 @] LINE OF FLOOR BELOW 23'-4" KITcrkN FIN.CLNG. ~ +9'-0" A.F.F. . El El Fi ~ DINING I I I I I I 0 1 2 4 1 10' -0" SETBACK I I I I 1@ I I I l@J I I I I@] I I I I '£D 1 @ I -LIVING g. Ii ROOM tjj R-2 @] __J J, ;., i ~ALCO,(·, 1.,:. i 6'-5" L ________ _J LINE OF FLOOR BELOW PROJECT TRUE NORTH NORTH 8 "' -~ ' w i Q) I§ ;i; CJ) ' ~ ..., ~ ffi ~ 8: FtAf------, 0 1 2 4 8 PROJECT NUMBER: CT 2017.0006/RP2017-0012 ...._, ttl i f!: "' .... Qj s lJJ 0 ~ 16 .... [jj f!: "' .... Qj s lJJ 0 @ 16 ~ ~ = = c:, 1§ "' en Q) co E Q) s...... 0 <( 00 .r:. 0 0 C s N en <I'. s Q) 0 "O c:tl o·-..0 Cl) I-6, -;:: c:tl 0 -0:::: (/) I , -Q) > Q) Q) Cl) 0 Q) 0 > a: en 0) co Q) LO N co en 0 ■-o> 0:::: Copyright © 2017 All ideas, designs, and arrangements indicated on these drawirigs are the property of FRONTIS STUDIO are intended to be used in connection wilh this specific project onty and shall not otherwise be used for any other purpose. There shall be n.o changes or deviations from fuese drawings without lhe written consent of FRONTIS STUDIO Date: 0924.18 Job: Title: 1413 GROUND & SECOND FLOOR PLAN Sheet: A1 .1 ' 0 N "' "' a~ '? CD "' f--w 154'-8 1/2" +~------------------------------~-----------------------------------------------------+' I 10'-0" SETBACK 2" 20'-9 1/2" 10'-0" " ( 7 \ A3.2 PROPERTY LINE -S 55"59'33" W-154.72' I- 7'-10" I, 4'-1" C 4'-9 1/2" 4'-1" 7'-9 1/2" 26'-11/2" 7'-9 1/2" , 10'-0 1/2" I, 20'-9 1/2" 1,, 4'-1" 4'-9 1/2" 4'-1" /'-10" ------ 7'-10" 23'-4" 10'-0" SETBACK 4'-2" ,.4'-91/2" I, 4'-2" I, 6'-10" I .. 5'-0" STBK "'"k-----~•- ' ' 1" I~ -----__ -_-_-_ -----=_-::..-_-_ -~-1=~-==~±=S-ETBAf.s-'l<-CK~-.-=-_:::::i;,~=--~;i~=--~t-~=~±=--c:~, --a-J_T,r' -_-~]' ;;:;;_ J --'h,---ff -_--- ,i ' ! A---"""'"""!IL.--lil ~ --7\ '? T'r' ~ -'ro. I I i=c--==--±==-,-i--,---,f,'?n;. -- "/ ~ fil'"""""'_""'_,.,,:,.":i_'_.j!J FIN. CLNG. IC) VAULTED '1' BATH •B-0" $ [) ..,_.-;----,1 dGI DN UNITS 772SQ.FT. , t~ ('~Lb'~~ ~ •ml w' ~ 1 . I "'•□"$ ' - I [] -"~-ll-ROOF BELOW - I uNEoF-I FIN.cLNG. $ i ~~ug"':□"'c."""$ ___ iP I \_e-UNEoP I ---~~u~~;-$ I u~EoF FIN.CLNG . .., ,. t "--11-UNEOF I ROPF ABO E VAULTED -ROOF ; RCDOF I VAULTED q, = = ~ ROOF I I I J I ABOVE i I D A!OVE [] .~~~ . r ABOVE i '.'? i ~ N .~~::; o-,,,,-+--=:::=:::: '° .~-~::; I/ 7 : i ll-+-1111(] .~~::; ru i i i: ~ J -=~= 1 (~f3 I, [\EDRO~ 0G'.::;_:;:1111"+= i I lr-J6 ;:RO~~ : Ct, ~ I I(• ;J BE~O:c ~ I ~ :) ~I: ~BEDRO~; ·~=-r~ I \v •. 1' ~;~;ET1 ,J x~IH□N--D+-N-,11!-~;,ecc......._ I Ii: I Cli~ET I I ~ ; i I 11--□f-N-ill-x \ I~ ~~~r ,I N l\ll DN 1: \ I ~ . l= u UNIT4 UNIT3 L=-0"~ ~I I UNIT2 ~...:.J ·1 /-1~ I UNIT1 "'~~--_ I ll2==="""J 772 SQ. FT. f'¾,, / 772SQFT. . . I / 772SQ.FT. ( • p \. 701SQ.FT. ~ ~ ~ cb~ rw11 1 ·• =~!I==' e'::::\i;,------' ; Cw1C1_ ' ) rwn7 I., ~'2 / I ' .. : F-J /"' I . I CLOSET 'I I\ ' J_ lwl □ □ I I I il II l I CLOSET I I □ c::w=,J7r-D,l I CLOSET ·1 ~ I x· ;c CJ "'~::_. UCLWOS)IET I -- I ' A31 __ 11; --:l,11 ,1, '8"-0'$ ! . D w w D I I ~•.(]"$ I ~ ~,-~ . I, I I , ~ • • . . , [) . ,[] . " , ' ~\__""" : ~ ,[] -~ ,,,.k, !!ml_ Irr! ->le-. . lL _J .~~::; ,8•-0· ~ 1: MASTER BATH ~ I r~ 1: BED:~oM =$-[] I ~ 1 o 11 0~ 1 ' a I ~I -. MASTER MASTER lil:li::irT4 lc.f\ ~ 1 J ,_ 1 MASTER ' _ • ttl.11•, " · Ill ~ BEDROOM !~:; fl. .n ~,~:; BEDROOM ,---"'1,=7:71_ :l, Y ·• I .n ~:;; BEDROOM r, --~l'-..,=il 1-"" lt·JI, II!---J-- R-2 u u R-2 L' _J j:: u . R-2 y I S./ 4 1 1 • n MASTER 1} ~ >- 0 ~ i:r:l LL.__ _ _c,=-41 ~ · 1 ~~ ~-~□-" 1;;:RN·' 1 l1i1r-h ,1 BE□:~0M 1 :CDs I 1l1 FIN. CLNG. $ VAULTED I . I I I ~I 1: FIN.CLNG. l5 ...._ N _, N -1 a.! I FIN.CLNG. $, ;><:: I ' ' I VAULTED ;:, ' I· -'lc-----------ec"',.,.-1_-r _. "'' a==-""'1~-~ ~ ~ f Jr:R~Du' 0 u0Fl,11 B!,':[1CT 40 W:=0,co,•-,' _' ---1 '._,, ,a• j • t>::: ~ FIN. CLNG. $ ~ I ><-FIN. CLNG. $ i ~ :;_:: VAULTED · VAULTED I :;.:: r-i. VAULTED :;:::; ~ I I 'I lf :::::: . ... -· ---i:o ..--( . ..:,· '_'~,~ ~I d!!imiii!!ii•iiiiii!~iii!!,..~!ii'ilii!!l!lil~~!l.!ll===l:;;::;~-..,JJ... LJI N m \. 1·1 1 1111111 1 1 '" -....,1" 1 1 1; 1 1 1.·1 111 1 -.LI -u"' ,, ~I -+- 10"-0" SETBACK "' 0 ~ '? Oil "' f--w "'=-----+- PHOTOVOLTA PANELS, 1YP. -- LINE OF FLOOR BELOW "-- I 11'-'-I r a = ::;'I" '' I ' -, ! J ,Yi, ASPHALT ~ ' SINGLE CLASS 5~ "A" ROOF ON ' m ' ' - OGE f- ' f- ' I " ;::: i= m r -r Q=.., r ' ;ii rY-11 l/ r != !=',= r IC ' ''' r-:=-t:= r ' r r ~~-f-r= f- = f-. r f- " r r - f-r~--f--,... f-.f f- f--~r r r f- ' r f-r f-r f-;::: -r = f- r ~ r r r .5:12 ~ SLOPE -- ~ E -~r-~ = r-:=- f- -" f-r ~~-f- f- [::: 8:~2 1=F :12 9 r= f-SLOPE E i-SLOP "" f--I l·'r'_i,, , 'Yr·,-. "-. UJ ' ;;: UNIT5 ---__, , ,, - ~ ~:12 -~ a:-r2· ""b!.t SLOPE -_ SLOPE r r r I ' r r f- ~ f---r r r r = ~r r r r r f-i= r -r r r r -~f-f- I r f- f-- ftj= f-=-" f-~ < . ,-f-~ r-~ i= ~ --~r- f-f-f-f--f- 'I I ;~A i " I . ' GE ; ' I I m 5~1 i Ii I ,rilN~ 'I ' " I I I -r r ' = .: r r .., J' ~-= -,. r_ WI ' tT C ROOF BELOW~ 14'-10" ' ~- :'-01/'" 6'-0" '-0 1/~ II ' ' I : it ~{~ ~ ' ·: • : ' -~~ ,\\ ~ . ~· ~·~OOFIE::/" :- \___ROOF BELOW ~ \ "' \__ 14,_10, 1,_ 1~2" LINE OF ROOF ABOVE _ ROOF BELOW LINE OF ROOF ABOVE ~ ' rn ,~. u·.,oa ,._ '" 11 + & --- , --~s~ETBACKI INF PHOTOVOLTAIC PANELS, 1YP. PROPERTY LINE -S 55°59'.28" W -154.72' THIRD FLOOR PLAN 1/8" = 1'-0" 154'-8 1/2" PROPERTYLINE-S55"59'33"W-154.72' LINE OF FLOOR BELOW--~ PHOTOVOLTAIC PANELS, 1YP.--~ A A a ,I ~ .,_ =- J .I --~ r --Fr --" ' 1 ' I' I '' r-:=-6:12 - 1--SLOPE ::, I; I I I I i I I I_! I 11 ASPHALT 'i m 'u..i..u SINGLE CLASS ',, ' -~/ ' -t::i=:::: =I= -f----,--p '---f----i - """"' -i--:---f---f"""' I-'~ 6:12 --~ C SLOPE =t.=--J I I I I r-~:;;,:' ! 1 I i------.-;-,-,1 II I t==i=--I ASP HAL l i I f-1=1-1 , '1 1 SINGLE CLASS W ~"' r9:>Tll"l "A" ROOF ' ~NI I I I I I I I I I I ' .. ~ 1 1 "A" ROOF ,:i;i;o 5 't: I C!) II' I i , 1' I I ' ;fl"' JfT"RID< f:!2 i ,, a:..., I I ' m '' D I. ' " ; ' I I I I I i I' I I 'I I I I I! I I ' ' I ' I; ' - ' =~t::= ' r >-r ' ' ' ' ' ' I I I I,! I I, ' m ,. B.U.R. ROOF '' ' ' rt ---0--C---r--'--•·,-' -fJ:1:'jl;;-,'---8:1. -Is: 7 :--I-= i I : ©-;>, === sL0PE= =sL0PE '--~" ' ' ~ 1DGE I,' ' ~--= != ----~ pg t:ll-----1-t= _, a ,I ',, "..--r· LINE OF FLOOR BELOW--~ H T . SINGLE CLASS "A" ROOF I 5--, m I; I 4 A3.1 1 PROJECT TRUE NORTH NORTH RP-----j- 0 1 2 4 8 10'-0" SETBACK Ii . ' LINE OF FLOOR BELOW--~ SINGLE CLASS "nn"-1""• "A"ROOF '.' I I 'I I I ; I ' w W-rn-YrrnYrrrt~· - '-6~' IY+Yrrs1-'ri.,Y,cY-.-Y-'cYc'n"r,-"~"--~ tn-Y+cY-.-Yr~'-'f~tc-cl ~Yl+lr,l ~-hlcY-.Y-'eh½',-,,_ ~ tn-Y1~1n1 -Ye~cicL'>C '-',' ,I ! i I ' I '' ' I I ·2 SLOPE . '' ' .............. T Ii ,t12' SLOPE I 5'-0" STBK lHOTOVOLTAIC PANELS, 1YP. "• (6 rs:,·,, : ! ! PHOTOVOL TAIC / ! Lc-n,-'r,:'1~-,--,-,--0--, 5~~1 PHOTOV L AIC PANELS, 1YP. 5~~: ' ; PANELS,1Y ,~· n,r,.) __ _; p. L.. Ji;;;;=----- . . . ----1--'rurN=IT~4~-+--- ---a LINE OF FLOOR LINE OF FLOOR ow BEL LINE OF FLOOR BELOW----~ UNIT2 LINE OF FLOOR BELOW----~ LINE OF FLOOR BELOW----~ ,,: BELOW L --~S-ETBACKLINE -+-PROPERTY LINE -S 55°59'.28" W -154.72' ROOF PLAN 1/8" = 1'-0" 0 PROJECT TRUE NORTH NORTH "-~·•. '--' i L_j ! L.J 0 1 2 4 8 PROJECT NUMBER: CT 2017.0006/SDP 2018-0013 i 16 16 ---·-·-·-- ~ ~ V, = ~ °" I ' Cl) > Cl) en 0 CX) 0 0 N 0) <( 0 -"O Cll ..c rJ) "C Cll 0 -en -~ (I.) rJ) 0 l'I\ & \,I.I 0) O)~ rn ■-o> et::: Copyright @ 2017 All ideas, designs, and arrangements indicated on these drawings are the property of FRONTIS STUDIO are intended to be used in conrtection with this specific project only and shall riot otherwise be used for any other purpose. There shall be no changes or deviations from these drawings without tile written COl'lSent of FRONTIS STUDIO Date: Job: Titie: Sheet: 12.19.18 1423 THIRD&ROOF FLOOR PLAN A1 .2 ~ i -' s:: ~ Ill lg "' LU s'-O" ~ SETBACK t lli ls 8: ·-· ' "' ' : 12 2-1/2"-- 3 i---- I - . : "; ' ' _!_ I I ' ' ' •-,--'----- ~c ••-· ; I . • . .' , •. -,-, ii -i;r :L.: I, 1, ~I: •. l.l ' I II rn ,, ' ' i I ' 1: Ii . 83 331m II II I 11r II I I !! II I/ 5'-0" ' SETBACK ~ I IBGE-f!s 13'-9") ~ .,,. ii' i ,.cc I ,~ r- " ~ ,: ' ~ a,. ' ' i ' ' : m -, ! T IRD FLOOR( 19'-0") l I y I m 0 ' 0 - I S:CCOND FLOOF (+9'--0') ..i.. ~ C); ' a, ~ ~ST FLOOR(+ '--0") FIN. GRADE 1 . UNIT 5 EXTERIOR ELEVATION -EAST 1/8" = 1'-0" ~F~· --~------; 0 1i 4~· -~8 16 ~ -0" -' ;,ETBACK SETBACK ~ 5' 5' O" t , ~ t lli I ~ ~ 8 6 8: 12 E (+34'--6.5") ' ' I ! i':. j:1:\-',·~--L!' ~-·n:r·,·· ·•, I -I ;., ~'·!·I: : ' : ~I~ , I I I K ;, ' ' -, : ,,.._,,_,' ·~-.. -~--·'--,-~-' ,,, / ~ : " 'l' "' "" ·'&' ' ' di',, !'I~·-·· _! ~ rn . .ll w =· H -!,: i' ' [Il 0 I --r ' -' ~' I ....... Co Cl. ,~~ -Cl. IS --, 0 '-.~~ ! I f-//, ;;'/ ;:~.:---.:~.:,._,< ' ~ 5 9 ~/:-:--;-..;:--'~---'----' ~ c....: 12 / ,,,,·,:::.:::: -,---.. ! ,- "'· 2-1/2",---;,-,;-'.-/ 0::::.::::,::---..---..; ,',--,-] ~ PR (+19'-0") ~%)%~{ ~,}:i\'\}::\~>~~ ~-THIRD FLO -·· .. ... --. ·---.... -·-· r· ... ~ 0:1~~· :;:J" --------~ 0-///,-"/1/ r;.,\,::-::;:'.:o~.,_C~ · ' ~--------------. ------... .. ' . ! -·· ------ 11831 18311 i=1 [8 @ 9 I E 0 • ~¾i1~~~ I ~ - 3 <@..@ ~><,,,~; I 11 ,, ,, ' ''' · ... ==1 ,;},::;;;; .,/,)~-::-'\'.•,',-. i I Ii I 1, ·---, SECONDF OOR (+9'-0") ------·· ' ---- ~ 183118311831 □ -1;:1~ ' h q D ,.1 ,:!r- i-1 Ii _ ~1 a, 4 h ii ~, ,~ a ~ .. ' FJRSTFLO llR (+0'-0') ., .. ...... 3. UNIT 3 EXTERIOR ELEVATION -EAST 1/8" = 1 '-0" fWb 0 1 2 4 8 16 FIN. RADE ~ ~ --9 "' a,. a,. "' .., 10'-0" SETBACK 1 ,. THIRD FLOOR{+19'--0") SECOND FLOOR (+9'--0") FIRST FLOOR {+0'.0") ~ i -' s:: &:, "' ::ll lg "' LU s·-o" UNITS R-2 OCCUPANCY V-8 SPRINKLERED ;,;; SETBACk,, t a:: ~ 0 8: .. FIN.GRADE ' i I THIRD FLOOR (•19'-0") SECOND FL~OR(•9'-0") - I FIRST FLOOR (•0'-0") w 5 Cl. Cl. 2 ,, ,~ - 4 - 12 2-1/2" - I w 5 Cl. Cl. 2 m 'c.,.;.,'~--'~-'-~-. ,_, 'r-' UNIT 4 1 R-2 OCCUPANCY V-8 SPRINKLERED 1---E UNIT3 R-2 OCCUPANCY V-B SPRINKLERED 12 r 2. EXTERIOR ELEVATIONS -SOUTH 1/8" = 1 '-0" r---0 6 ' 12 ' 1 ! i ii I I 78 I , i ! • ,r, -·r--1 , .,, ' I ' . .1, , ' , .,, --...: . ' '; , .,, m m , 183118311lEBI r; I ' ;; ' ! c=L ' i ' -, i i _, 5'-0" • SETBACk ~ ..., i 8: I• ' ~ :~ <l'. !I ,-J+ ii '. Iii !I: 'I' ' I I I ,I i I. II II Ii " II 4. UNIT 2 EXTERIOR ELEVATION -EAST 1/8" = 1'-0" P~-~ ' ' ' ' 0 1 2 4 8 16 ~ Cl. Cl. 2 9 a, 5 w f-::i Cl. Cl. 2 9 a, ~--,8 I ~ ;i; -' s:: &:, ~ "' lll "' E8 I I~ \ ,I UNIT2 R-2 OCCUPANCY V-B SPRINKLERED I 5'-0" ~ ETBACK ROOF RIDGE(+34'-10") THIRD FLOOR (•19'-0") 0 ~ -------' a,. "' "' b ' 0 -IT] SECOND FLOOR (•9'-0") 0 ' a, FIN.GRADE FIRST FLOOR (+D'-0") I EXTERIOR FINISH KEYNOTES i # I PROJECT NUMBER: CT 2017.0006/SDP 2018-0013 1. Wooden garage door 2. Address Numbers: 6" tall cast aluminum house numbers, satin finish. Blind mounting 3. Wooden guard rail 4. Hardi-plank horizontal smooth wood lap siding, painted in TBD 5. Hardi-pannel vertical smooth board & batten siding, painted in TBD 6. Metal clad fascia to match roof color 7. Thermory Ash wood cladding with natural finish 8. Charcoal Asphalt Shingles 9. Sconce lighting 10. Photovoltaic Panels 11. Textured siding EXTERIOR GENERAL NOTES: w 5 Cl. Cl. 2 9 a, ALL WALLS, FENCES & PLANTERS ARE LIMITED TO 42 INCHES WITHIN THE TEN FOOT FRONT YARD SETBACK ~--<6 m UNIT1 R-2 OCCUPANCY V-B SPRINKLERED fYl-----j 0 1 2 4 8 /2" \2 ~ ' u, &:, § ;ii; "' ' ':l! ::; 10'-0" SETBACK ~ @i 8: 5' "SETBA K 16 I f, , ' · __ i ·: _,, --: : · ,-, , _ _t "' ' 4 11 56'9 IEBI IEBlllEBI 4 5. UNIT 1 EXTERIOR ELEVATION -EAST 1/8" = 1'-0" 0 1 2 4 8 16 ~ Sc = V, = 8 ~ == en (1.) ro E (1.) s...... 0 <( 00 ...c 0 0 C ~ N 0) <( ~ (1.) (.) "O C\l o·-..c en ~ 5, .:::: C\l (.) --ct: (J) I ' -Q) > Q) (1.) en Q) 0 0 > c::: 0) O') c.o Q) I!) N ro en 0 ■-o> ct: Copyright © 2017 All ideas, designs, and arrangements indicated on these drawings are the property of FRONTIS STUDIO are intended to be used in connection with this specific project only and shall not otherwise be used for ariy other purpose. There shall be no changes or deviations from these drawings without the written consent of FRONTIS STUDIO Date: Job: Tille: Sheet: 10.04.18 1423 EXTERIOR ELEVATIONS A3.1 R:' ;j1; -, s: "' "' [fl tll <J) , ~ 1:: ~ ft 5'-0" l---+----+------.2 I ' ----~-- Ii, ' Ii 8 m c...,....;_ i: ______ _L_;_U '.j_ 1~1111--1-aa-illll 83 FlN.--GRAS 12 ~ 0.. 0.. 0 0 _, '" --------i2-1/2"THIRD Fl.00 (+19'-0") F!RST FLOOR ( +0'-0") 6. UNITS 5 EXTERIOR ELEVATION-WEST 1/8" = 1'-0" r~'-------'. I 0 1 2 4 8 6, ' 5 R:' ;j1; -, s: "' "' (ll ill <J) , -¥----.1~~ ~ ~ [ _, I 16 5'-0" SETBACK ~ ,..J " ' ; SECOND FLOOR {+9'-0") I IB311E811831 -FIRST FLOOR (+-0'--0") , IN. GRADE .,_, 8. UNITS 4 EXTERIOR ELEVATION-WEST 1/8" = 1'-0" Fo~'-----' 0 1 2 4 8 16 .I 0 ~ , " "' N:-GRADE 1 D'-0" SETBACK "', ,1, k · 5'-0" ' LU ,1; ?ETBACK -'+---,1~ ! I i I I ' I ' • I I I ~I C"') I ' ' . : ROOFR!l GE (+34'-10") T I I j 12 2-1 2",.------ 11',,--"-'TH.'."lR_D FL JOR (+19'--0') - I ~- -- C I 1 I 1□=- I .l. FIRST FL OR (+-0'-0') UNIT 1 R-2 OCCUPANCY V-8 SPRINKLERED 9 --_ ___, "'-e. - 11 I ------,·'·1~ -1 1[-i: J, 'K:r.:..,'12· ,--rl/--I ·r::r7_ J1f,~~ -- -- ~ 0.. 0.. g --- b .:. !C,----'k=------· --~ / --'-' , / , l-1..+-11>-+-< ~111; I UNIT2 R-2 OCCUPANCY V-8 SPRINKLERED -Ti ·1 I~_; -, ·,··r,---'----:. . -'--,-. I 1 I I -- -- - ~v ----- ' - I : I I -, --I --- UNIT3 R-2 OCCUPANCY V-8 SPRINKLERED EXTERIOR FINISH KEYNOTES [!_] PROJECT NUMBER: CT 2017.0006/SDP 2018-0013 1. Wooden garage door 2. Address Numbers: 6" tall cast aluminum house numbers, satin finish. Blind mounting 3. Wooden guard rail 4. Hardi-plank horizontal smooth wood lap siding, painted in TBD 5. Hardi-pannel vertical smooth board & batten siding, painted in TBD 6. Metal clad fascia to match roof color 7. Thermory Ash wood cladding with natural finish 8. Charcoal Asphalt Shingles 9. Sconce lighting 10. Photovoltaic Panels 11. Textured siding EXTERIOR GENERAL NOTES: ALL WALLS, FENCES & PLANTERS ARE LIMITED TO 42 INCHES WITHIN THE TEN FOOT FRONT YARD SETBACK a -~ 1 D'-0" SETBACK ;:I; ---¥---------,1«"' , ~ -' 1:: O:'. ~ [ ~ ~ "'-' : ;;:-]6·' __ __;_,' -• ·,cf• ---l ' ----·t -i-1.rn -f"'12 ! L --,---1 , ......_ ...._ TT"--~' iJ~: · : ;' -: . ,. , 1 /;'f , Ii'>; 1 , ; r, j ,. , : ,: : : fflffi]IIIJ-HIJ-HIIII fflffi] 111>-MI>+- -- UNIT4 R-2 OCCUPANCY V-8 SPRINKLERED - 0.. 0 ~ ~! I I = I --'~ ~ l , I;::t::f~ I f-+-----I ;,;:,::~ '" "~ ~ ,,,,, ,,,,I I rntall ~~ I1 ~lllll~II 11 I i ~;:;~~~ , -----/!='c~"-j' :f%~~~~: I I I -Hlf-Hll I1 I Ii 11 UNITS R-2 OCCUPANCY V-B SPRINKLERED - 7. EXTERIOR ELEVATIONS-NORTH lflC-----, 1/8" = 1'-0" 0 1 2 4 8 16 , "' ~ tll <J) , F!N. GRADE , -5-0" ~ SETBACK SETBACK E I ~ r 7 ,@ ft ! ROOI ~GE--f;+S4 '-S' ) ---. i T ; ' ! i i i: ; I i I : I' ! ' : I: ! ,: 'i: I i ! : I. ~ ~;~ 'I ' : ; : Iii !,LL.:,' 4 •--~ ' I ~ I ~~-~, ,, ; ~ 9 .l I ~ 183 " ~ I ! ' rn I l ~ m ' -' ' 0.. I 0.. 0 I ' .... 12 b I :1 I I I .c.=; 2-1 12" , THIRI FLOOR (+19' ") I ! C) I -~ ' ' ! ' ------ ' i\, -------' 17 --- , _, I EE I 83 "' m "' i I 0 ' I , b I I JI ~ g'''' ;;;-',?:!S::] ~ • 11 ;-; ~'-' w:·,>;-c.1 ! 1/)C~'-; , :1<~,'I 3 I , .. , ,.',! "~' S1;:.CO \JO FLOOR (+9 " I II H I: ' ' --·---------- -----·----------------------·- I I I I !I , ' I 9 I I . I ! : I °' I ' ' I i .l FIRS FLOOR{+0'--0" ' I I - 5' O" FIN. GRADE LU ;;; 5'-0" s•-on -' ?ETBACK ,ETBACK ~ ffi ei ft ,@ 10 ra\ r 12 ROOFR OGE (+34'-10'') ==is-,, --'Wtj ''' ' -w --~ ; ".. '!' I I I. Ii I ' ! :;;: -:, -j I' ' ---~ :u -I ti -' ---·;·'T'·c -:.,, 0.. , / " -' y.c· 0.. •'T'"' / ~ ' _, 0 C ' :,, ~ L ' ', __ , i, L. '-~ _. ' , CE] ,6 "' 'EEII IIEElll llEE I ,;, --m ~~ 12 ! THIRD OOR{+19'-0') ....:.-=,2-1/2" ,!_ - '; -·~-----· ·-~-.---r , ;,,-m "' -m 0 , ... b I ', ----0 ~ I SECON FLOOR{+9'-0 i I ! - 9 I °' I , i 4 l FIRSTF OOR (+0'--0') - 'f" 9. UNITS 2 EXTERIOR ELEVATION -WEST 10. UNITS 1 EXTERIOR ELEVATION -WEST 1 /8" = 1 '-0" nfi---1 0 1 2 4 l 1/8" = 1'-0" 8 I 16 f1A---1 0 1 2 4 8 16 ~~-----------------------------------~------~---- ~ ~ C, u, = 0 t,; 2 = en Q) ro E Q) L.. O<:( co ..c 0 0 C ~ N 0) <l'. ~ Q) 0 -"O (ti o·-..c "' I-a, -;::: (ti 0 -n:: Cl) I • -ai > (I) Q) "' Q) 0 0 > 0::: 0) 0) (.0 Q) I!) N ro en 0 ■-o> n:: Copyright @ 2017 All ideas, designs, and arrangements indicated on tl\'lse drawings are the property of FRONTIS STUDIO are intended to be used in connection with this specific project only and shall not otherwise be used for any other purpose. There shall be no changes or deviations from these drawings without the written consent of FRONTIS STUDIO Date: Job: Title: Sheet: 10.04.18 1423 EXTERIOR ELEVATIONS A3.2 II I \\ o SCO ====~II " \, r--------------------Y,: : _________ 7\bd\ lb------_-__ -_-_-__ -_-_~ __ \'c ___ JL II !I " ~ : : ~ .,.__.✓------ 1 I ~ /.,. 11 r---7 ~----------~---------------------J L~ 1 I L ____ _ I 1 \ 1------7 1 --------, ----" :;, I/ [ill] \ l-~~--J // \ : \ \ : \ ', ~ ', = s---- . .. ., .. ' ..... ·" SEASJDE LANDS MAP 1722 LDT ?1 . . f-- 0 -J .. • :>/ I 7 1 0 j j ' a j I! I!) I!) (/J -R 0 0 s E V E L [X. 6" AC WATER MAIN (NO OV✓G.) EX. 8" VC SA1 1-' V El/'✓ER -I O!/✓G, -9 • A s p • I • --T-- a a ..;. "" H A L T ST RE I I L-,= _ _j rp/ l_ I I // I I I I I // If ----0--SM H ~--r// S U .R F A C E 1/ -If DI --e-SMH---- ______________ J _____________________ _ +------~~------1-----------------~~--- J t,,S // --I I SOMH --~---------==()===========-=---======== 0.70% ~'\,,"! " I SC-7 _ .... ~ --\o-\li, . • • .. "'1· ... - 4 <l· .; 4 .. • 4 - ' . < • _-0 ,;l a ' .,_ ,:J • 0 ·" I " ,; ,.. " ,:i • ,:i ·.,, -· .-. 4•. /~T--- , <l CVcgJ jsc-1 \ '& I . -" I I I I I I I ~ I I I I I I ~~ I I ~ SC 4 1\ I _....\--'c-..JLJ ,<:i'! I I \\ \ : I I I 1~ \\I \;__J : /1 I I S~IN~ ! S Eq +1 '\ I I \ \ \ : I I I I I 11 I /!~ _,'1< I I I V I I /'---"v " I I I ...______ 1 I I I I I I 11 I I I I I I I I I I I I I I I I 11 // I I I I I I I I ' Oi \ \ \ \ \ \ \ L SEAS}DE LANDS MAP 1722 POR. LOT?? f--0 -J \ \ \ \ \ \ \ \ \ I I I I I I 11 , I I I I I I I I I I I I I I I I I I I I I I ' 11 I I I I I r1 I I I I I I I I I I I I I I ,I I I I 1 1 1 1 o ,-----------------------------------------------------'I I I I I I I I I I I I I I I I : : : 44:,;s.5,_.....,,.,-,-,-,,,~, \ \ \ \ \ \ \ \ \ \-Y \ \ \ \-\-,-\-,-,-,--.;·y-\-,-----I I I I II f/ fY I I I tl'"? ,r,· 11 I I 11 ,,. EXISTING BUILDING i I I ! .. I J, I ; \ I ,,/ \ ' .1 . ' . • I ; \ ~ / ', I \ I \ I \ \ • • r-----' --\ \ \ \ \ . I I I I I I I I I I I I I I I I 1 L _______________ -------- SEASJDE LANDS MAP 1722 LOT 25 ,-" : TWO STORY BUILDING :STUCCO I I I I c_, I I I I I I ~--------------------- PLANNING CASE NO. CT 2017-0006 I SOP 2018-0013 DEMOLITION PLAN FOR ROOSEVELT TOWNHOMES (2569 ROOSEVELT STREET) GRAPHIC SCALE 10 0 5 10 20 40 ~----I I i I ( IN FEET ) 1 INCH ~ 10 FT. LEGEND: INDICATES PROPERTY LINE -. _,, • "'-INDICATES SILT FENCE CCC0 CO INDICATES CHECK DAM / GRAVEL BAGS I \ \ \ \ \ \ \ \ I l!)f ~~~~~~E~PERVIOUS AREA TO BE NOTE: 1. ALL EXISTING STRUCTURES, PAVING AND VEGETATION TO BE REMOVED FROM SITE. 2. TOTAL EXISTING IMPERVIOUS AREA = 2,504 SF. CONSTRUCTION BMPs SILT FENCE CHECK DAMS / GRAVEL BAGS STREIT SWEEPING SOLID WASTE MANAGEMENT SC-1 SC-4 SC-7 WM-5 DEMO PLAN For the exclusive use of: 2569 ROOSEVELT, LLC P.O. BOX 448 CORONA DEL MAR, CALIFORNIA 01 92625 IL ________________________________ ~ ,,. ,,. 1: 11/15/2018 San Diego Land Surveying & Engineering, Inc. 11 -------,--------------------------------------------------------------- MICHAEL L. SMITH DATE RCE 35471, MY REGISTRATION EXPIRES ON 09-30-2019 : ® .... 7 o.3' 11 --i ----~""--s;-"-""~"---,::-,"---s;--~~"-"°"~~f. ~;;.;j;..;,;;;;,,~~N~34;0~0~0~'471•~• ~W~~~::::::======6;;;2~.;-14;,:""-"';""-":"'-::-~~- 6t---------------------f ------------- i ~ EXISTING BUILDING J PDRTJON Of' LOT?? II ,: ' I ' II I. ------------------- 9665 Chesapeake Drive, Suite 445, San Diego, California 92123-1354 Phone: (858) 565-8362 Fax: (858) 565-4354 Date: 01-02-2018 Revised: Revised: Scale: 1"=10' Drawn by: M.L.S. Sheet 3 of 3 Sheets Drawing: Roosevelt St 2569 BASE A.P.N. 203-101-35 TENTATIVE TRACT MAP FOR: ROOSEVELTTOWNHOMES EXISTING 66' 33' ' 33' 1 1' 22' ct 22' ! I 5.5' 2.0£ (2.00%) (2.00%.,i_ I ' I I I I ' q \ I SIDEWALK \ EXISTING AC PAVING EXISTING 6" TYPE "(j' CURB AND GUTTER ,:,._, EXISTING A. C. PAVING AND BASE TYPICAL STREET SECTION OF ,✓'\ / \ ' ' ' \,> ROOSEVELT STREET (EXISTING STREET) NO SCALE I \ ~ ~ EXISTING SITE IMPERIOUS AREA SCALE: 1" =40' DEMOLITION NOTE: ALL EXISTING STRUCTURES, PAVING AND VEGETATION TO BE REMOVED FROM SITE. 2,504 SF. 5.5' ~0% LANDSCAPED AREA BRICK PAVERS 2% MIN. WOOD FENCE RETAINING WALL SEE WALL D PL UNIT LANDSCAPED AREA L,----FINISH GRADE OVERFLOW SWALE GARAGE 47.33 ----------------------------------- 11' I PL (2569 ROOSEVELT STREET) RETAINING WALL SEE WALL DETAIL AT RIGHT 50 -------------45 VICINITY MAP NO SCALE GENERAL NOTES: 1. NUMBER OF EXISTING LOTS = 1 2. NUMBER OF PROPOSED LOTS = 1 3. TOTAL SITE AREA: 9,614 SF., 0.2207 AC. 4. A.P.N.: 203-101-35 5. PROPOSED UNITS: 5 6. SETBACKS: FRONT 15', REAR 5', SIDE 15, CORNER SIDE 10' 7. EARTHWORK: CUT 0.0 CUBIC YARDS 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. FILL 78 CUBIC YARDS REMOVE AND RECOMPACT 356 C. Y. IMPORT 78 CUBIC YARDS SEE SHEET 3 FOR MORE INFORMATION ON EARTHWORK COVERAGE PAVING/HARDSCAPE: 0.0 % BUILDING: 36.5 % BRICK PAVERS: 53.5 % LANDSCAPE: 10.0 % BUILDING HEIGHT = 35' AVERAGE ABOVE FINISHED GRADE ZONING: V-R SLOPE ANALYSIS: LESS THAN 5% REFUSE AND RECYCLING RECEPTACLES ARE PROVIDED FOR WITHIN THE GARAGE OF EACH UNIT (SEE ARCHITECTS PLANS FOR LOCATION). ALL DWELLINGS SHALL BE FIRE SPRINKLERED PER NFPA 13D. EACH DWELLING UNIT SHALL REQUIRE SMOKE ALARMS PER 2013 CALIFORNIA FIRE CODE, CALIFORNIA BUILDING CODE AND CALIFORNIA RESIDENTIAL CODE. EACH DWELLING UNIT SHALL REQUIRE CARBON MONOXIDE ALARMS PER 2013 CALIFORNIA FIRE CODE, CALIFORNIA BUILDING CODE AND CALIFORNIA RESIDENTIAL CODE. AVERAGE DAILY TRIPS (ADT): 5 CONDOS X 8 ADT/CONDO = 40 ADT. WATER DEMAND = 250 GPO/CONDO X 5 CONDOS = 1,250 GPO SEWER DEMAND = 5 EDUS X 220 GPO/EDU = 1,100 GPO FEMA NOTE: THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X" (NON-SPECIAL FLOOD HAZARD AREA) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP NO. 06073C0761G, WITH A DATE OF IDENTIFICATION OF MAY 16, 2012, FOR COMMUNITY NO. 060294, IN SAN DIEGO COUNTY, STATE OF CALIFORNIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY JS SITUATED. '? E ' -' 0, PERVJOUS-PAVERS CASCADA BY ORCO OR EQUAL 80 MM THICK, COLOR TERRA VERDE 0 BEDDING COURSE BASE COURSE NATIVE ------~-------------'<--------------~-----40 80 MM THICK PERVIOUS PAVERS OVER 1" BEDDING COURSE OF 1/4" TO 3/8" WASHED FRACTURED OPEN-GRADED STONE PER ASTM NO. 8 REQUIREMENTS, OVER 9" BASE COURSE OF 3/4" WASHED FRACTURED OPEN-GRADED -----EXISTING GRADE SITE SECTION ''.AA"-GRADING SCALE: 1"=10' SEE SHEET 3 FOR PLAN VIEW STONE PER ASTM NO. 57 BASE REQUIREMENTS, OVER NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER MANUFACTURES RECOMMENDATIONS. PERVIOUS BRICK PAVER DETAIL PRNATE PAVED AREA NOT TO SCALE PLANNING CASE NO. CT 2017-0006 I SOP 2018-0013 OWNER: 2569 ROOSEVELT, LLC JULIAN TOOMA, CEO P.O. BOX 448 CORONA DEL MAR, CA 92625 PHONE: DEVELOPER: MARC CICCHffiO 3365 IBIS STREET SAN DIEGO, CA 92103 PHONE: (619) 992-1434 SITE ADDRESS: 2569 ROOSEVELT STREET LEGAL DESCRIPTION: SURVEYOR/ENGINEER SAN DIEGO LAND SURVEYING & ENG/NEERING, INC 9665 CHESAPEAKE DRIVE, SUITE 445 SAN DIEGO, CA. 92123 PHONE: (858) 565-8362 ARCHITECT: FRONTIS STUDIO 830 MISSOURI STREET, #2 SAN DIEGO, CA. 92109 PHONE: (858) 837-2078 THE NORTHWESTERLY HALF OF THE NORTHWESTERLY HALF OF LOT 22 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAPS THEREOF NO. 1722 IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JULY 28, 1921. EXl;EPTING THEREFROM THAT PORTION THEREOF DESCRIBED AS FOLLOWS: THE MOST EASTERLY PORTION, 8 FEET IN WIDTH, ALONG THE EASTERLY BOUNDARY OF SAID LOT BEARING NORTH 34 DEGREES, 33 MINUTES WEST AND 62. 165 FEET IN LENGTH, AS GRANTED TO THE CITY OF CARLSBAD ON DOCUMENT RECORDED JUNE 28, 1991 AS INSTRUMENT NO 1991-0316665 OF OFFIC~L RECORDS. ASSESSOR PARCEL NO. 203-101-35 BENCHMARK: CITY OF CARLSBAD BENCHMARK FROM RECORD OF SURVEY NO. 17271, POINT NO. 129, BM -OC 155. LOCATED ON A CONCRETE SIGNAL PEDESTAL 500' SOUTH OF THE CARLSBAD BOULEVARD BRIDGE. ELEVATION= 22.254 NAVO 88. CONDOMINIUM NOTE: THIS SUBDIVISION IS A CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125 OF THE CALIFORNIA CIVIL CODE AND CONSISTS OF A MAXIMUM OF 5 CONDOMINIUM UNITS. PUBLIC UTILITY DISTRICTS: WATER -CMWD SEWER -CITY OF CARLSBAD SCHOOL -CARLSBAD UNIFIED SCHOOL DISTRICT PL SITE VARIES 3' TO 6' HIGH NOTE: WALL AND FENCE NOT TO EXCEED 6' IN HEIGHT. WOOD FENCE ____ f FINISH GRADE ONSITE----- PRNATE RETAINING WALL NOT TO SCALE SETBACK DETAIL SITE NOTE: VARIES 3' TO 6' HIGH PL WALL AND FENCE NOT TO EXCEED 6' IN HEIGHT. WOOD FENCE-----__:_ 6" CONCRETE CURB 3.25' AT GRADE----..... FINISH GRADE ON SITE------.._ --2.4' WIDE PLANTER WITH TREE AT THREE LOCATIONS u..---3' (MAX.) RETAINING WALL PER BUILDING PLANS PRNATE RETAINING WALL AT PLANTER NOT TO SCALE SETBACK DETAIL LEGEND: -------INDICATES PROPERTY LINE W~ INDICATES PROPOSED LANDSCAPED AREA I •.. . . . . • . . .I --4 .... 4 • " ... -,· • 4. . INDICATES PROPOSED CONCRETE PAVING (IMPERVIOUS) INDICATES PROPOSED PERV/OUS BRICK PAVERS INDICATES PROPOSED SDG&E TRANSFORMER INDICATES PROPOSED 1" WATER SERVICE 963 SF. 433 SF. 5,142 SF. 1 EA. 3 EA. AND 1" METER/BACK FLOW PER CMWD W-3A :<Sf· : 0 • , • :b INDICATES PROPOSED 20' DRIVEWAY ~ --.. -INDICATES PROPOSED RETAINING WALL (D INDICATES PARKING SPACE 0 IBFI ( FF PAD TC FL EG FG TW BW TOP F cs p LS INDICATES NEW TREE INDICATES SEWER BACKFLOW VALVE INDICATES DIRECTION OF DRAINAGE INDICATES FINISH FLOOR ELEVATION INDICATES PAD ELEVATION INDICATES TOP OF CURB INDICATES FLOWLINE INDICATES EXISTING GRADE INDICATES FINISH GRADE INDICATES TOP OF WALL ELEVATION INDICATES BOTTOM OF WALL ELEVATION INDICATES TOP OF FENCE INDICATES CONCRETE SURFACE INDICATES PLANTER INDICATES LANDSCAPE SURFACE oop INDICATES DOWN SPOUT ___ __....---INDICATES EXISTING CONTOUR INDICATES EXISTING CONCRETE PAVING ' (IMPERVIOUS) -------INDICATES EX. WATER LINE -s -s -s -s -INDICATES EX. SEWER LINE -------®-INDICATES EX. SEWER LATERAL ~ INDICATES EX. WOOD FENCE GAS 0 CD_, ® INDICATES EXISTING 1 " WATER SERVICE AND 1 " METER/BACK FLOW PER CMWD W-3A INDICATES EX. GAS METER/VALVE INDICATES EX. UTILITY POLE INDICATES EX. SIGN Q 0 ~ INDICATES EX. TREES TO BE REMOVED PROFESSIONAL LAND SURVEYOR: SAN DIEGO LAND SURVEYING & ENGINEER/NG, INC. 9665 CHESAPEAKE DRIVE, SUITE 445 SAN DIEGO, CALIFORNIA 92123 (858) 565-8362 PROJECT NO. 203-101-35 2569 ROOSEVELT ST BASE.DWG ~~~~~~~ 01-15-2019 TE:4N, P.L.S. 7046 DATE TENTATIVE MAP 1 EA. 351 LF. 10 EA. 1 EA. 3 EA. 2 EA. For the exclusive use of: C 1 2569 ROOSEVELT, LLC P.O. BOX 448 CORONA DEL MAR, CALIFORNIA 92625 San Diego Land Surveying & Engineering, Inc. 9665 Chesapeake Drive, Suite 445, San Diego, California 92123-1354 Phone: (858) 565-8362 Fax: (858) 565-4354 Date: 01/02/2018 Revised: Revised: Scale: NONE Drawn by: M.L.S. SHEET 1 OF 3 SHEETS Drawing: 2569 ROOSEVELT ST. BASE A.P.N. 20.3-101-.35 TENTATIVE TRACT MAP FOR: ,.,,,,,,OOSEVEL T TOWNHOMES PLANNING CASE NO. CT 2017-0006 I SOP 2018-0013 0 OSEVEL T STREET) -------- 0 ------§ ---+- I() R O O S EE T ASPHALT SU R FA --- --- ________ ____,_46 0 ---0 ~- 1() -- -----------~-:"'t-i;~---_-_-__ -_-_-_-__ -_-_-_-_-__ -_-_-. ----------------~~ -----------------/;: -------------------~~ --------------------~ :~ ------------------ __________ _ ______ e_ __ jl§J __ CONCRETE _ WALK ____________________________ _ 0 -------------,------------------- SEASJDE LANDS MAP 1722 _ _!:__OT ~=-?·'--/ ------CID ----------- () ' ;,- ~ S 34 °00'38'' E a a co ~ I ·,S- I I I a : I 1 I , I I I I I I I I I I I I I 8 YUCC I L r--- 1 ,, 4.2' ' WOOD DECK YUCCA 62.13' LS I irv ~\ 11 ~/~~-~~-\ ___ 23.1·- I, FF-46 71 I . y >/ --------:~~ I ln I , I I I ON£ STOY _---..,,OOD BUI DING ' I "' I 2569 ~0Ql02$£l/ELT STREIT -' _, ., " "" I I 6.0' -------r7 I I 1 • I q, ~-11-l'_ ____ ~J I LS I ' i ' -' i~ I iCO I I I I , ; 9 5' ~ I I ~-~----i~~ ' I ' I I I ) I ! ~i :::, I I I (/) I ~ u.J : (J 2: 0 (J I I I I I I I I I I I I I I I I I I I I I I ' ' ~----7 I I I I I ,Y '~ ! I ' I 0 I I A I POJ~ION OF LOT " ~4s6' ),1 • I 0--------19.1' ________ ! y I ! ! I I J\ "' : : ~ I' :~ ~ I I~~--, I 7.5 I I I I ~ ! 1 '"' MITALq1 +~=~t=~~ \'2 SHED ~, s: I<) !:'> 0, I() ' 0 I() I() (/) 18"0TREE♦1 ,~~1'. =~=~ 15' DRIP 1 7.5' _j v1 LS / / L------ ;~ 1--1 ~ ON£ STORY ~: \ WOOD BUILDING : i ! I 19.1' 1 L,------------r------ ' I I CONCRETE : SURFACE \ I I I I ~-----------" LS LS I I :s: I ' I() I() (/) ON£ STORY BLOCK BUILDING PORTJON OF LOT 22 \ \ \ \ \ \ \ \ \ \ \ ! I I I I I I I I I I I I I I I SEASlEf LANDS I MA.i=J 1722 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NORTHERLY FACE OF BUILDING IS I LOT 25 0.3' NORTHERLY OF TITLE LINE,---"• j -------------------O-N;~~~;~~~;~=~;~~~-=y-~/~\~~~~=~7,N~3~4~0~00~'~4~1"~w=~ 4=47 ~==;6;2.~1;4~~~~=~k;·~ 6~~~-------------------i----------- BLOCK BUILDING j PORTJON o/1LoT 22 ----------------------·~--------~----------------------- GRAPHIC SCALE 10 0 5 10 20 40 ~~~ ML I \ I I ( IN FEET ) 1 INCH -10 FT. L£GAL DESCRI PT/ON: THE NORTHWESTERLY HALF OF THE NORTHWESTERLY HALF OF LOT 22 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAPS THEREOF NO. 1722 IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JULY 28, 1921. EXCEPTING THEREFROM THAT PORTION THEREOF DESCRIBED AS FOLLOWS: THE MOST EASTERLY PORTION, 8 FEIT IN WIDTH, ALONG THE EASTERLY BOUNDARY OF SAID LOT BEARING NORTH 34 DEGREES, 33 MINUTES WEST AND 62. 1 65 FEIT IN LENGTH, AS GRANTED TO THE CITY OF CARLSBAD ON DOCUMENT RECORDED JUNE 28, 1991 AS INSTRUMENT NO 1991-0316665 OF OFFICIAL RECORDS. APN: 203-101-35 BENCHMARK: CITY OF CARLSBAD BENCHMARK FROM RECORD OF SURVEY NO. 17271, POINT NO. 129, BM -OC 155. LOCATED ON A CONCRETE SIGNAL PEDESTAL 500' SOUTH OF THE CARLSBAD BOULEVARD BRIDGE. ELEVATION= 22.254 NAVO 88. LEGEND: @i INDICATES WATER MITER 'D.o INDICATES POWER POLE G/;,s INDICATES GAS MITER/VALVE ~ INDICATES WOOD FENCE INDICATES CHAIN LINK FENCE INDICATES PROPERTY LINE LS INDICATES LANDSCAPING AREA EM INDICATES ELECTRIC MITER TC INDICATES TOP OF CURB FL INDICATES FLOWLINE FF INDICATES FINISHED FLOOR PROF£SSIONAL LAND SURVEYOR: SAN DIEGO LAND SURVEYING & ENGINEERING, INC. 9665 CHESAPEAKE DRIVE, SUITE 445 SAN DIEGO, CALIFORNIA 92123 (858) 565-8362 PROJECT NO. 203-101-35 2569 ROOSEVELT ST BASE.dwg ~ J_,~,-_..-~, ROBERT J. BATEMlN, P.L.S. 7046 01-15-2019 DATE TM/ TOPOGRAPHY MAP C2 For the exclusive use of: 2569 ROOS£V£L T, LLC P.O. BOX 448 CORONA DEL MAR, CALIFORNIA 92625 San Diego Land Surveying & Engineering, Inc. 9665 Chesapeake Drive, Suite 445, San Diego, California 92123-1354 Phone: (858) 565-8362 Fax: (858) 565-4354 Date: 01-02-2018 Revised: Revised: Scale: 1 "=10' Drawn by: H.W.B. Sheet 2 of 3 Sheets Drawing: Roosevelt St 2569 BASE A.P.N. 203-101-35 :,', o sco 11 I==== '\ ,:, II II _,,,.,,,,,,. I I ~ / / ' I I ~ ' 11 r---7 ~---~------r---------------------J L, ii II l I /._ ____ _ r--- ______ ----------~' : __ -----::-,.__t----i!k1i =~ii lb-,_=_c=_-= __ ::c_=-_:-:_-::_:::-__ ::-:_:-::-__ ,~ ___ JL 1------7 ' ; \ \ : \ PLANNING CASE NO. CT 2017-0006 I SOP 2018-0013 TENTATIVE TRACT MAP FOR: 1 I I ----~---------I NOTE: UPSTREAM SEWER RIM ELEVATION = 46.00 = s---- • , . " ,,_·., • ... .. SEASJDE LANDS MAP 1722 LDT 21 ----------- □ ; ; ; ; \ \ \ R <c <c NEW STREIT TREE PER LANDSCAPE PLANS •. 4 I? . . . " •• ,1 .(J _., .., ,1 ,1 ,1 . .. .; ~ . . .. ,. -~-l . , ~ . -:.... -----·---·-,-'--.-'-, . I • • • 4 • • DISCHARGE LOCATION FOR RITAIN/NG WALL DRAINS (-\ ~-J ~ ____ :,.,;;::.-----~ f-- 0 _, 4 06 fS 41,.15 lt.G 1 33 'tll"'4 4.00 36" MAX. WALL wrrH UP TO A 6' WOOD FENCE, etJ;_~so.1° ., TOTAL NOT TO EXCEED 6'. SEE PRIVATE 101' ~ RITAINING WALL SEIBACK DITAIL ON SHEET 1-~------!h < EXISTING BUILDING • .. . . : EV : L ______ J ; ; ; \ : \ \ : ~ \ \ ' i§ \ a 0 0 SE VE L s TREE I ( I L__ _J DI Ti;/ ROOSEVELT TOWNHOMES (2569 ROOSEVELT STREET) EX. 6" AC WATER ,MAIN. (NO OWG.)~ I I I I // I I \ EX. 8 " VC -S~A3:m~w -i • ~~ ----------------7 1 -----LB.a' , I-9 ----I I D ---...::_..,,, --. ._ -I I • --1 : °' FF = 48.35" , , L:_.--_PAD = 47.60' _ 1 r--==-----------------7 I _____ J 8.0' I :a ~-------J I • ~ ---I : 0) -------: I ----I ~~ ~=--------------J N 34°00•47" W PORTJON OF LOT 22 47.00 (EX 44.70 •.• i" .. , .,., ~· ~·-~~:·-~ ~:---~• LO LO (/) L T D D ,.: .... s u R --~ --1//7/-~/- SMH FA C E 11 / // _.....,.4~S~ // --// ~========dOMH=-=====-=-========== . ' • -~ ' . • ' D . D ' • ~ 4 • • 4 ·,O ck er;;• • < • 4 • . -• • ,-'. . 4 CV~ ' ( I \ I \ \ I C DISCHARGE LOCA170N FOR~~~~~~-~-+\-----~~ I RITAINING WALL ORA/NS I \ I \ I 4 . . • ' I I I I I I I I I I I I I I / I ,/ \ . ., I , ' • . . • 4 . • .. \ I \\ I ~ / \ \ SEASJDE LANDS MAP 1722 FDR. LOT 2? EXISTING DRIVEWAY TO BE REMOVED 36" MAX. WALL WITH UP TO A 6' WOOD FENG£ TOTAL NOT TO EXCEED 6'. SEE PRIVATE ' RITAJNING WALL SETBACK DETAIL ON SHEU 1 CID f-- 0 _, 0 :z: S2 \ a:: a: f--_, 1 Q_ (/) <:C 0 :z: j:::: (/) GS \ \ 1: \ I \ I I I I I I I ,I i I I I I I , I i I * I I I I I I I I I I I I ' I ( ' ' ' ' ' ' I I I I I I I I I I I I I I I I ' \ \ r--1 ---- ' I ---- --------------------- SEASJDE LANDS MAP 1722 LDT 25 ' ,-" : TWO STORY BUILDING I :STUCCO I I I I L., I I I ' I I I I I I I L--------------------- SAN DIEGO LAND SURVEYING AND ENGINEERING, INC. GRAPHIC SCALE 10 0 5 10 20 40 ~-.J i I i I -(IN FEET) 1 INCH = 10 FT . PROJECT AREA PROJECT AREA 0.2207 [ACRES] OR 9,614 SF. EARTHWORK QUANTITIES: DISTURBED AREA GRADED AREA CUT QUANTITIES 0.2207 {ACRES] 0.2207 [ACRES] 0 [CYD] MAX. CUT DEPTH 2' & SLOPE RATIO: NONE REMOVE AND RECOMPACT FOR FOUNDATIONS REMOVE AND RECOMPACT (1.5') 356 {CYD] FILL QUANTITIES 471 [CYD] 108 [CYD] 285 [CYD) MAX. FILL DEPTH 3' & SLOPE RATIO: NONE -STRUCTURAL SECTION ( 11 ") -PAVING SEC170N (19") NET FILL QUANTITY OF SOIL IMPORT 78 [CYD] 78 [CYD] THE QUANTITIES ABOVE ARE THE ENGINEER'S ESTIMATE AND FOR BONDING PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY THE QUANTITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF WORK BEFORE STARTING WORK. NOTES: 1. EXISTING TREES ONSITE TO BE REMOVED. 2. EXISTING WATER METERS TO BE RE-USED. 3. FIRE SERVICE AND IRRIGATION TO BE TAKEN FROM DOMESTIC SERVICE. 4. ADT = 5 CONDOS X 8 ADT/CONDO = 40 ADT. 5. INSTALL BACKFLOW PREVENTER ON THE 6" SEWER LATERAL. 6. ALL TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. 7. ALL ROOF DRAIN WILL DISCHARGE TO THE BRICK PAVERS OR LANDSCAPED AREAS. IMPERVIOUS AREA PROPOSED: 3,507 SF PERVIOUS AREA PROPOSED: 6,107 SF TOTAL AREA: 9,614 SF PERMANENT BMPs PREVENTION OF ILLICIT DISCHARGES TRASH STORAGE AREAS LANDSCAPE/OUTDOOR PESTICIDE USE FIRE SPRINKLER TEST WATER MISCELLANEOUS DRAIN OR WASH WATER PLAZAS, SIDEWALKS AND PARKING LOTS MAINTAIN NATURAL DRAINAGE MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AREA DISPERSION RUNOFF COLLECTION LANDSCAPING WITH NATIVE SPECIES SC-1 SC-5 SC-6 SC-6 SC-6 SC-6 SD-1 SD-3 SD-4 SD-5 SD-6 SD-7 TM / CONCEPTUAL GRADING PLAN I I I I I 9665 CHESAPEAKE DRIVE, SUITE 445 ,,-:;;;:;;=.::,:3::::,-___ For the exclusive use of: C3 2569 ROOSEVELT, LLC EXISTING BUILDING 36" MAX. WALL WITH UP TO A 6' WOOD FENG£ TOTAL NOT TO EXCEED 6'. SEE PRIVATE ' RITAINING WALL SITBACK DITAIL ON SHEU 1 SAN DIEGO, CA. 92123 PHONE: 858-565-8362 FAX: 858-565-4354 MSMITH@SDLSE.COM APN: 203-1 01 -35 PROJECT 2569 ROOSEVELT STREET BASE.DWG 01/15/2019 MICHAEL L. SMITH DATE RCE 35471, MY REGISTRATION EXPIRES ON 09-30-2019 P.O. BOX 448 CORONA DEL MAR, CALIFORNIA 92625 San Diego Land Surveying & Engineering, Inc. 9665 Chesapeake Drive, Suite 445, San Diego, California 92123-1354 Phone: (858) 565-8362 Fax: {858) 565-4354 Date: 01-02-2018 Revised: Revised: Scale: 7 "=70' Drawn by: M.L.S. Sheet 3 of 3 Sheets Drawing: Roosevelt St 2569 BASE A.P.N. 203-101-35 TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOUOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURA 770N OF THE CONSTRUC770N WORK (YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· JULIAN TOOMA, CEO AT (TEL.NO.} 619-992-1434. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE AU EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC770N OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFAU. 4. THE CONTRACTOR SHALL INSTALL ADD/770NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 770NS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHAU BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU770NS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS COND/770N. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. AU REMOVABLE PROTEC77VE DEVICES SHAU BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. AU GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTEC770N BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTEC770N BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE sumctENT PROTEC770N FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE /NSTAUED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA 770N OR ESTABLISHED VEGETA 770N STAB/LIZA 770N BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" AC770N PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED POR770NS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NA 770NAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETA770N EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR 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 77ME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY 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 AC77VEL Y BEING WORKED BEFORE ADD/770NAL GRADING IS ALLOWED TO PROCEED, AT THE D/SCRE770N OF THE CITY INSPECTOR. 17. AU DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING AC77VELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA Y.S: THE ABILITY TO !NSTAU BMP MATERIALS IN A PROMPT MANNER IS 1Jfil SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA770N THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WIU VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADD/770N, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUC770N EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY 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 WEATHER SERVICE), IN ADD/770N TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASIE MANAGEMENT, AND MATERIALS POUU770N CONTROL. THE NA 770NAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITA 770N IS PREDICTED ( 40% CHANCE OF RAIN), THEN THE NECESSARY WATER POUU770N CONTROL PRAC77CES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITA 770N. THE DEPLOYMENT OF THE BMPS SHAU INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MAIER/AL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRAC77CES MEASURES TO PROIECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY BEEN PROIECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DE/ERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED AC770N PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLAN77NG AND /RR/GA 770N 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA 770N SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SEC770N 212 OF THE STANDARD SPECIF/CA 770NS AND THE FOUOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/770NS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREA 770N DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL COND/770N IDEN77FJED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8 HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 AU SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITA 770N SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN770NAL SYSTEM OF LOW PRECIPITA 770N SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFJC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA 770N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSEC770N MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDEN77AL STRUCTURES. h. ITEM a OF THIS SUBSEC770N MUST BE INOCULATED WITH A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MA IERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CER77FJCA 770N TAG ATTACHED TO, OR PRINTtD ON SAID CONTAINERS. j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRE770N OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBS77TUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONS!S77NG OF AMMONIUM PHOSPHA IE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFF/CIENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/770NS EXIST: a. ADJUS77NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADD/770N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE COND/770NS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN77L THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UN77L THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE !RR/GA 770N INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE 77ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINA770N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFJCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHAU BE STABILIZED BY AN APPROPRIA IE EROSION CONTROL MA mNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHAU BE ACCOMPLISHED ON AU 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 OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT AU CONTRACTORS SHAU COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA T/ON PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF VISTA CITY OF ENCINITAS VICINITY MAP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C: -C: .§ .Q -"O .Q -5i "O C: "' C: --O> 0 E § "' .., -~ -0 u u C: .s; .2' E C: 0 § -.s 2 .Q .., t: -9-"' 0 "' -~ .., "' "' -c ..... 0 O> -~ -~ "' ::, O> -O> C: .!!2 .s; :s "' "' "' ~ ~ 0 C: "' "' o~ g. "' \'; -Best Management Practice* " ~ 0 0 t:: C: "' § ._ § .Q ,g_ O> .s; Ill ij} ._ "' "' C: 0-, :§ "' ,. "' ,-'= al .s; 8E c., "' -·;; "' --o~ .2 ~ "' -c "' "' .s; E O> ., O> "' .., "' ,g "O "' ~ C: "' C: C: 3:: C: (BMP) Description ➔ ., u "' "' i: C: O> § "' C: a ::, \'; -"' "' "' "' -"' :5 ~ Q) i: u -0 "' 0 ~-£ "2~ "O "" C: C: 0 ~~ ~ 0-, ~ 5i c::, 0 a:, O> c-Q t::l .2 "' ::, E "' E "' -~ a °' c::, C: ~o 0 -~ O> "' "' ~ 0:: _E 0 -.!::::! C/l "' :§ ~ <5 ~ ,__ .g "' -" ~-£ i: :S -~ ~ ~ t; 11 {l E~ :::;:;~ ;::: ~ o,~ ~ ~-£ ·c: .fr CL f: O> ._ 0, " O> "' --.., " ._ "' :, ·-"O .__ .s e -~ § ._ 0 .., " t; 0 0 g. " " :, '-' ~ -Cl ._ -g 0 "' (J "' ._ "' u --" 0 Q,) -~ "R 0 ~~ -" <'.5 ._ u C: 00 0 0, ~o ~ ~ --c " ~o -0 .::::: c::: ~§ N C: C: C: a:~ " ~ Vi (7) Jl ti ~ v,g <5l -._ -C: -c ict 0 ~G .,_ 0 -br8 ~~ 0 0 0 0 ::c: "' Cl) CL "' -"' 0:: CLO CL ~"' ~ "' ::c: ~ c., ~ CASQA Designation ➔ C'J "" " CX) 0:, -0 " C'J ..., "" "' <o CX) --..., "" "' <o " CX) --C'J -..., CX) -I I I I I I ~ ~ I ~ ~ I I I I I I I J, J, I I I I I I I [;:l [;:l [;:l [;:l [;:l [;:l bl bl bl bl ~ ~ "' "' i i i i i i i . Construcilon Activity :a: :a: :a: :a: )( Soil Disturbance X X X X X X )< Trench inn !Excavation 'X Stockoilina Drillinn 1Borinn 'x Concrete/ Asohalt Sawcuttina >< > Concrete Flotwork X X >< Pavina )< Conduit /Pine Installation >< ~ ->< Stucco/Mortar Work 'x Waste Disoosal >< ~ >< ) Staainn !Lav Down Area Enuinment Maintenance and Fuelina Hazardous Substance Use IStorane Dewaterina Site Access Across Dirt Other (fist l: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located alon_g the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION EC-4, HYDROSEEDING SE-1, SILT FENCE _, SE -4, CHECK DAM SE-6, GRAVEL BAG SE-7, STREET SWEEPING AND VACUUMING TR-I, STABILIZED CONSTRUCTION ENTRANCE NS-3, PAVING AND GRINDING OPERATIONS WM-I, MATERIAL DELIVERY AND STORAGE SYMBOi.. EC-4 n --¥ ..... = SE-7 Im••···········~ NS-J WM-1 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUC770N ACT/Vl77ES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA 770N OF POUUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUC770N RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL 77MES, COMPLY WITH THIS CITY APPROVED 77ER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURA 770N OF THE CONSTRUC770N ACTIVITIES UN77L THE CONSTRUC770N WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. 2569 ROOSEVELG LLC JULIAN TOOMA CEO OWNER(S)/ OWNER'S AGENT NAME (PRINT} SHEET INDEX: SHEET 1: TITLE SHEET SHEET 2: EROSION CONTROL PLANS APN: 203-101-35 SITE ADDRESS: 2569 ROOSEVELT STREET CARLSBAD, CA. AREA OF DISTURBANCE AREA OF DISTURBANCE 9614 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS} CONSTRUCTION THREAT: CONSTRUCT/ON THREAT TO STORM WATER QUALITY {CHECK BOX}: L8I HIGH □ MEDIUM OWNER/APPLICANT: NAME: 2569 ROOSEVELT. LLC JULIAN TOOMA. CEO ADDR•c-ss· P.O. BOX 448 L., • CORONA DEL MAR, CA 92625 TELEPHONE NO.: PHONE: (619) 992-1434 EMERGENCY CONTACT: NAME: ADDRESS: TELEPHONE NO.: JULIAN TOOMA, CEO P.O. BOX 448 CORONA DEL MAR, CA 92625 PHONE: (619) 992-1434 WM-2, MATERIAL USE WM-2 ~ .,,-,, Cl TY OF CARLSBAD SHE§TS _o_~_m_(_~_1_o_~_m_~_A_~_N_T_N_A_M_E_~_1c_N_A_m_R_~ ____ D_A_TE _________ ~ 1 ~7'ETI L!J ::==='-'===:::E,:::NG:::1N:::£.:::£R:::IN:::G::::::::DE,:::P:::A:::R:::TM:::'£N:::T:::===::...'::==~ WM-3, STOCKPILE MANAGEMENT WM-J WM-5, SOLID WASTE MANAGEMENT WM-5 WM-6, HAZARDOUD WASTE MANAGEMENT WM-6 WM-8, CONCRETE WASTE MANAGEMENT WM-8 NAME OF PREPARER: MICHAEL L. SMITH QUALIFJCA T/ON OF PREPARER'--· .c.Rc=C.=E_J::;_5::..4'-'7-'1 ____ _ ADDRESS: SAN DIEGO LAND SURVEYING & ENG., INC 9665 CHESAPEAKE DRIVE. SUITE 445 SAN DIEGO. CA. 9?123 PHONE NO· (858) 565-8362 SIGNATURE RCE 35471 09/30/2019 01/10/2019 R. CE/CERT. NO. UC. EXP. DA TE DA IE Cl.TY STORM WATER POUU770N PREVEN770N PLAN {SWPPP) 77ER 2 ROOSEVELT TOWNHOMES 77TLE SHEET PROJECT ID 11 DRAWING NO. I R 0 0 SE EX. 6" AC VI/ATER MAIN. (NO O'vl!G.)4 ~-s'-+----EX. 8" VC SA v -I 01;1/G, N " A S P H A L T s TREE : EB ' ___,___: --l ----o - ! SMH // SURFACE ~--,; I I I I 4':) / / I/ rp;; _l I I // I I // I I I I/ U/ ---e-SMH------------+~----....----\46 i __ EX. -~2~'-CONCRETE _!?RAIN _PIPE__ _ ____________________________ j ----------------------------------------~:___ -w---------------------- _,.. ---"-..;---I I ==---~~--------dOMH=======-=-========== -- r . . 137.JA I SE-7 I ~I;:' I SE_:_;I ---~I;:' ------1------------------~-__,--- .i' '? i : '\ 'v I SE-4 I m I NS-3 I I SE-4 I 'b I SE-7 I • SEASlDE l.ANDS MAP 1722 l.01 21 ------- r--, ---___:::..;,'-::...' __ ---CID l-o .....J () z S2 a::: ' '.'(----.!""'-.I Q • 1- --J 1 Q [/) "< () z j:::: [/) 8 in in (/J ~ (I) : , 0. 70% ~ ,.,. ~--~· ---..,.. 'f:J." :e:i: i ..,. " " ::;,-~ ~ r- 1 I I I I I I I I 0: SE- -------------~~-- \ \ \i I \ \ 11"""EC-~4 I ~\I \ I\ T 0 ~ -j--~a-i \~- \ 1\\ 11\ 11111,\\\ I: \\ I \ \\\ 1 \ 1 \ I\ 1 . . : \ \ \ \ \ \ :1 '&' \\\1\\17.\ \1.1\I : 1. I 1 1 r\ 1•r\-1'\~ .. A-ET--.;6r-',\ \ !\ \ r--~ ,-,.....___, i 1SHE \ l \ \ ,: 1 __LJJl-II J,Jkl ~~~ ~ I \ \ ' I r----, ! \ ----t\\11,tri-1~ I 1 /1 \ \ \ ii i VL,J 10~ -~ I ' ': I: I/ I O ~_t : r WM-1 i :1 .,_;I I EC-4 I Wl./-2 I Wl./-3 I I ~5 I I / I I / I Wl,/-6 I I I I Wl./-8 I I -~ --------------~- :s:: ~ 0) in 0 ~ I NS-3 I y • ' 4 "-. "-' , I \ I \ \ I L "-=--=~~~~--+--~-~ I \\ I SEASJDE l.ANDS MAP 1722 POR. l.01 72 l-o --J \ I ' \ 11 i /✓\, \ ~,,.,,-✓ \\ "' I \ I \ I ' ' \ l ,'----- ''-I -- \ I '," ~----------------------- \ I : \ 'I I I I I I I I I . I l I I: I I I I! I I I I I I I I , I ' 11 j, SEASJDE l.ANDS ' I :-" TWO :STUCCO I ' I I '-7 MAP 1722 l.OT 75 STORY BUILDING ~--------------------- ! I I I I I ,I ~----------------------------------------------------Ji I I I I I I I I I I 5 I I I 44- ROOSEVELTTOWNHOMES (2569 ROOSEVELT STREET) 10 a ~~.,. NOTE: 5 ; GRAPHIC SCALE 10 20 40 I l __ _______,I ( IN FEET ) 1 INCH -10 FT . 1. ALL EXISTING STRUCTURES, PAVING AND VEGETATION TO BE REMOVED FROM SITE. 2. TOTAL EXISTING IMPERVIOUS AREA = 2,504 SF. □ : I I ! ~ I EC-41 ~ ! ,.,-,-,-,-,,-",-,-,-" ' ' ' ' ' ' " ' ' ' ' ' ' ' ,-"-,-,,-,--,-"-----I 11 1/ / EXISTING BUILDING .-------------A_P_N_2_0_3_-_10_1_-_3_5 ________ ---{fsHpl CITY OF CARLSBAD I SHEETS I L_£_j ENGINEER/NG DEPARTMENT 2 L ________________________________ J ---,----------------------------------------------------------: GD ---:-----~"""'"-""~"--s;--,\°\---;:-\\ ~\ ~,=,~, :;:,:::,:1;-. ' y ~ t EXISTING BUILDING ~I ~ 1 I ~I N 34°00'41" W POR110N Of' l.OT 22 -------···-·------------------------ / / 0.3' 11 II --------------------IL ________ _ Ii I: ii I. ----------· --·-----------------. ·-·-··------ NAME OF PREPARER: MICHAEL L. SMITH QUALIFICATION OF PREPARER_· ~RC~E'--"-35-'--4'-'-7-'-1 ___ _ ADDRESS: SAN DIEGO LAND SURVEYING & ENG., INC 9665 CHESAPEAKE DRIVE, SUITE 445 SAN D1£GO CA. 92123 PHONE NO.: (858) 565-8362 SIGNATURE RCE 35471 09/30/2019 01/10/2019 R. C.E./CERT. NO. L/C. EXP. DA TE DA TE ---------------------------------------- CITY STORM WATER POLLUTION PREVENTION PLAN {SWPPP) TIER 2 ROOSEVELT TOWNHOMES EROSION CONTROL PLAN PROJECT ID II DRAWNG NO., ------------ The products below have been tested to meet the requirements of the ASABE/ICC 802-2014 standard and the California MWELO. The average DU(LQ) of the applicable products exceed the 0.65 distribution uniformity requirements of the MWELO. U-Series Spray, Fixed Arc R-VAN Multi-stream, Variable Arc > 0.70 3500 Series Rotors > 0.75 5000 Series* Rotors > 0.70 6504 Series Rotors >0.80 8005 Series Rotors > 0.75 i RD1800 Series P30 and P45 Pressure Regulated Spray Bodies 1800 Serles P30 and P45 Pressure Regulated Spray Bodies All 5-Series, 1300A-F and 1400-Series Bubblers All Dripline/lnline Emitter Tubing All Point Source Emitters Root Watering Systems SQ Series Square Pattern Nozzles Xeri-Series Sprays and Misters .; Applies to all standard angle Rain Curtain Nozzles except the 8.0 gpm nozzle. Rain Bird Corporation and its subsidiaries (Rain Bird) reserve the right to cnake corrections, enhancements, improvements ;:inc! other ch2nges to its products and reported test results '' ' "-0 a ~ r: ,0 > ,,' ; "j ' --~ ~ www~r:ainbird~com ' ' . ' ' e lr '® R~istered trademark of Rain :Bird Corporation ' '-, '".; ' '+ " • '~ ~ , ' -/ '" '~t~" i , ~ , , ,11 , -©2018:RainBirdCorporation,0,.,41161 01JA18 ', , , ,A, , , , , , , "' r , ··~. ---------··-------------------- ROOSEVELT VILLAGE VICINITY Cffl" OF OCE;JCJE lllilllWAY '6 RESIDENCES MAP 2569 Roosevelt Street Carlsbad, CA 92108-1920 LOCATION MAP Project Location __ ___. DIAL TOLL FREE 1 -800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -------------~-~--- SH££T TITLE SH££T NUMBER 11TLE SUEE.1 1 ' PL.ANTING PLAHS 2 Pl.ANTING NOTES 3 DBCURATION 01' RISfONmJJ,E CHARGI: I nEREBf fJECLARE 1HAT I Nd 1HI!: LICENSED DESIGl'IER <F l1DRJC FOR HS PRC,£1, 1HAT I HAVi EAEROSEU NZ.... L CHMff1£ CMR THE DESlvH IF 1HIS PROECT AS DErlm:D IN SE.CID 8703 OF 1HE SUSI SS !MD PRQ-.;; ONS CODE AND 1HAT THE DESlvH IS WHSIS,ar 111H w.aw.r sr~ I UHDElfSrAND lHAT 1HE CHECI( OF PROJECT DRAIINGS AND S canc...JJGWS Bf 1HE art OF Ct.TSR:"fl AND SMI DIEGO COIJNTf DEPARDIENT OF OORQIIIBIT'AL. HEN..ffl IS CONFINED n> A RE,iEW ONLY AND DOES NOT RELaE ME;, AS THE ...aHSED DEW OF 111:R(, OF IIT RF ©# LJDES FOR PR0ECT 4.iESttk ffl£SE RANS HA~ BEEN PREPARf1> IN SUSSTAH11AL. CXH"O!ldW'MCE 117H H ~ UJIDSCtPE WHCEPT PLAN. WAD WHSERVA10I Pf.AN, FIRE PROJ'E'CJJCW Pf.AN, AND AU. OfJlfDl11alS OF APPROVAL. RS.Alm '10 I.ANDSC)J'IIG. imS~w~ .#M.m 1 0-4-18 PIIOHE NO: (§5?) 459-9220 7-31-20 W 1M m:w NO: 3 777 DARA 'l10ff DA le: ------- BACD'LOW PKEVEN'l'IR 'l'IS'l'l.N~: NL IR'IMD MCKFU1II , i.Cdll:RS SHltU. IE IESIED Bf A CD'IH:O IES#Elt ,1(1) RESl.l'IS 11/JST IE GMN JD 1i£ arr AND 1i£ c,mm ..... Al llfA& IASa«:t. PR iEIMa 1i£ IEiElt N(I) IMaO'LOIF f'REIEN1ER SHltU. IE "SwtirJI.E IC /Ml W I CR". INSPECTION PROCBDURBS: A ..CHQ.. i !!C %/►IRF'51: JC CM rl H hi ,,cCT SWL IE .CW C lf 1i£ WfJSCIPE .lRClfJECT OF ~ CR HI. :UUM1ED At1ElfT. RIE1ER JD H S .:cn...llGNS Ff1R 1IE SIHIXU OF IBIJ&:a JC Wi...>IS AND ,rmsw Sia IIA&.S. m, 413 !X1IIF'IE1KII OF 1i£ ~ 1i£ LAlll1SCAFE JllClf1El:T OF 1i£ IIIRC -.!. i&llf 1W.T 7fE MTAU.ADllf HAS BEIN t::rlREIED Br Sllil IIM 1i£ "i&ifiCltnaN OF~ RIii. A liBlloES1' Ff1R A FINAL LMDSC'l'E' L &:::W Bf 1i£ arr 11/JST IU/0 BE lfAlllE' Bf CN I WP K JC W...14 liBlloES1' LI£ W!H 1111' CF ti £.f;ll{lf' BB' f-:HM P --~,,. • r/, < , •:~,.. • • > I, I Lwm CT J i!tte fRM57 3PF ,,.. '211! ff fffl PRIOR TO BEGINNING LANDSCAPE WORK: 1i£ ~ SHltU. cam.er l1lf i...WR OF lll:IRK FRIOR JD D&HWI VIIIISrJPE Ral'C AND 1HE DEStiNER OF IICIIC SfMf.t. REwiD ,rE hi £T 1171/Tf I.OCM'JICIIS AND 1£,iSE rfMS M»WI JD FW.Y SCREEN Ml. U1ll'ID FliQII Er IA, rnDiECJ NL fl1ll1D (AllrM' • iELOII' ~ J'1DII M'ASI£' PIAlfT GROW1H AND WIS. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUIL T11 RC[ __ _ EXP,---- lNSPECiLil: DATE 19 El II CITY OF CARI.SBAD IISHEE1SI 1---t--+---------------+---t--+---t---1 _ PLNNNSDMSION _ 3 1----1--+------------1------1,---+---+---l~ Roosevelt Village Residences lwm I ~::::~::::::::::::::::::::::::::::::::::!::::~::::!::::~:::::: PUNNHG 'nlllA:iiE;JE"~N'IIM,-~~Mim;JE~iii-•~lii~--II c~~o6 IIDRA.NNG ~ I 01HER A I :C.....i. CIT; Id 12£/JIL _ • _ __ _j DA1E N1IM. •• au REVISION DESCRIPTION RP2017-0012 ---·--------------·· -·· -------·· -· ----- ( PLANT LEGEND KEY BOTANICAL NAME TREES SHRUBS 0 G 0 Arbutus 'Marina' Trachycarpus fortunei Agave attenuata Agave 'Blue Glow' Callistemon viminalis 'Little John' -~ I COMMON NAME Marina Strawberry Tree Date Palm Windmill Palm Soft-tipped Agave Blue Glow Agave Little John Bottlebrush Callistemon viminalis 'Slim' Slim Bottlebrush Dianella revoluta 'Little Rev' Little Rev Flax Lily Juncus patens 'Elk Blue' Elk Blue Rush Nandina domestica Heavenly Bambloo Phormium tenax 'Firebird' Firebird New Zealand Flax '• ✓ (' QTY 4 B 3 14- II I'.:> ";,2- u, I,, Phormium tenax 'Jack Spratt' Jack Spratt New Zealand Flax 19 8 VINES/ESPALIER Salvia leucophylla 'Santa Barbara' Hardenbergia violacea 'Canoelands' Santa Barbara Mexican Sage '\ Purple Vine Lilac 5 Cats Claw 4 SIZE WUCOLS RATING 24" Box L 8' BTH L 8'BTH M 5 Gal. L 5 Gal. L 5 Gal. L 15 Gal. L 5 Gal. L 1 Gal. L 5 Gal. L 15 Gal. L 1 Gal. L 5 Gal. L 1 Gal. L 1 Gal. L • t, : I . i -Di i I 1 D f ; t I -+ \ + HYDROZONE LIST -1===9-HZ 1 -;,15 Sq Ft Low Water Use 11111111 HZ 2 -sso Sq Ft Low Water Use ~ HZ 3 -229 Sq Ft Low Water Use WJ HZ 4 · 76 Sq Ft Moderate Water Use Open Space Breakdown and Calculations Site 9,734 sq ft Open Space Area Required (20%) 1,947 sq ft At-grade Open Space provided 3,045 sq ft Decks/Balconies provided 344 sq ft Total Open Space provided 3,389 sq ft GROUND COVfRS ' ~~ Echeveria 'Ruffles• Ruffled Echeveria 12" oc 1 Gal. ! ~ : -j Festuca glauca Blue Fescue 18" oc 1 Gal. ™ Senedo mandraliscae Blue Senedo 12" oc Flats INERT GROUND COVERS [L--:::J Rounded River Cobble selection per owner as . ' needed 2" -3" dia I I Shredded Wood Mulch all other areas ' i ·1 / f i ' \ ' . ! L L L --7· I lrti~ i:: 4'17®~~1f, ~r~'. I l I l ] -·-· ' 1--------· 'ii', . --~" I ; t --------------'/8 -------;-- I J_ -' ~a.f'f / ::DITTlll!ii r I I I NOR.Tl-t -ZE,5£(FT' I lt.~F-f--i~"Sll i I \ f Ii ''r: !'1 "'1~ _:_'. { \ I : l I I I H i Hydrozone Plan Scale: 1 /16" = 1'-0" ----------··---------------------------- f S '-o'' f §';:;~.:::::;;::;;;::;~;;:~~-~-11-, ---l l RDosevelt st. t i I I I . I / / , ~JJi.;iz:.. ~2 __ _ -' ·,.-.- NOTES 1. 2. THERE ARE NO COMMON AREAS. MAINTENANCE AREAS ARE AS SHOWN ON PLAN. ANY TREE LOCATED WITHIN THE VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. 3. INDIVIDUAL PRIVATE IRRIGATION SYSTEMS SHALL BE CONTROLLED BY A RAINBIRD ESP-4SMTei (4-22 sta) 4. 5. A MANUAL SHUT-OFF GATE VALVE WILL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY TO THE IRRIGATION SYSTEMS. ALL IRRIGATION EMISSION DEVISES USED WILL MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014, 'LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD.' IRRIGATION EMISSION DEVISES TO BE USED SHALL BE RAINBIRD 5QB STREAM BUBBLERS FOR ALL TREES AND PALMS AND XFCV-09-12 DRIPLINE WITH CHECK VALVE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RC[ __ _ EJCP. ___ _ DAlE DA1E Roosevelt Village Residences 1---.f.----f-----------------+--+--t---r--"""1 t~:m -I ~M":IEiRii...111'11111.DVitl~Mci .. ir~,,.;;, 111'11111.•·";; ...... iii~ I=~ ---11 IOHRNILLA _ .. DA'IE RE'f'ISION DESCRIPTION PRO.ECTNO. CT2017-0_00(> RP2017-0012 ------------------------- h'I 37. 38. 39. 40. IRRIGATION SYSTEM SHALL BE DESIGNED FOR THE USE OF POTABLE WATER ONLY. AS PER THE CMWD,THIS PROJECT IS NOT A CANDIDATE FOR RECYCLED WATER. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. THE RIGHT OF WAY, EXISTING GRADES, ELEVATIONS AND BUILDING LOCATION AS SHOWN ON THESE DRAWINGS WAS FURNISHED TO THE LANDSCAPE ARCHITECT AS A PORTION OF THE SUPPORT DOCUMENTATION AS PROVIDED IN THE CONTRACT DOCUMENTS. WICHMANN LANDSCAPE ARCHITECTURE IS NOT RESPONSIBLE FOR VERIFYING THE INFORMATION AS SUPPLIED, AND THE INCLUSION ON THESE DRAWINGS DOES NOT IMPLY ANY WARRANTY OF THE ACCURACY OR CORRECTNESS OF THE SUPPORT DOCUMENTATION. THE SUPPORT INFORMATION IS SHOWN FOR INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK. NOTICE TO OWNER/CLIENT: ANY CHANGE TO THE EXISTING SITE INCLUDING BUT NOT LIMITED TO DEMOLITION, GRADING, CONSTRUCTION OR PLANTING MAY DISRUPT CURRENT SURFACE DRAINAGE PATTERNS. ITMAY BE NECESSARY TO ADJUST OR INSTALL SURFACE AND/OR SUBSURFACE DRAINAGE SYSTEMS NOT ILLUSTRATED ON PLAN. ' 25. 26. CONTRACTOR SHALL INSTALL VERTICAL STAND PIPES ON ALL TREES WHERE SOIL DRAINAGE IS IMPAIRED AND/OR PLANT CULTURE REQUIRES FASTER DRAINING SOILS THEN EXISTING CONDITION PROVIDE. INSTALL (1) 8' DEEP X 4" DIA. STAND PIPE FOR EACH 15 GAL. TREE, (2) FOR EACH 24" BOX, (3) FOR EACH 36" a 48" BOX AND (4) 8' DEEP X 4" DIA. STAND PIPES FOR ALL TREES LARGER THAN 48" BOX. EACH STAND PIPE SHALL BE WRAPPED WITH MIRAFI #140 NL FILTER FABRIC AND BACKFILLED WITH 1 /2" -3/4" DIA. CRUSHED ROCK. ANY TREES WITHIN 5' OF A PUBLIC SIDEWALK OR OTHER PUBLIC IMPROVEMENT WILL REQUIRE. ROOT BARRIERS. A 24" DEEP 'DEEP ROOT' BARRIER#UB 24-2 SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND WILL NOT WRAP AROUND THE ROOT BALL. THE ROOT BARRIERS WILL BE INSTALLED LINEARLY ALONG THE EDGE OF HARDSCAPE FOR A MIN. DISTANCE OF 10' IN BOTH DIRECTIONS FROM THE CENTER LINE OF TREE TRUNK FOR A MIN. TOTAL LENGTH OF 20'. 27. MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THE PROJECT IS COMPLETE, CHECKED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD. 28. 29. 30. 31. 32. 33. 34. 35. 36. ALL PLANTING AREAS CONSISTING OF NATIVE SITE SOIL SHALL BE LEACHED TO REDUCE SALT LEVELS PRIOR TO PLANTING. LEACHING SHALL BE REPEATED UNTIL SATURATION EXTRACT CONDUCTIVITY (ECe x 1,000) LEVEL IS 2.0 OR LESS AT A DEPTH OF 12". CONTRACTOR TO CONDUCT SALINITY ANALYSIS FOR VERIFICATION BY LANDSCAPE ARCHITECT. POST FERTILIZATION FOR ALL PLANTING AREAS (16·6-8) SHALL OCCUR 45 DAYS AFTER PLANTING AT A RATE OF 15 LBS. PER 1,000 SQ. FT. THERE IS NO COMMON ARE.A LANDSCAPING ON THE PROJECT AND ALL LANDSCAPE ARE.AS ARE TO BE MAINTAINED BY PRIVATE HOMEOWNERS. MINIMUM TREE SEPARATION DISTANCE· IMPROVEMENT/MINIMUM DISTANCETOSTREETTREE: TRAFFIC SIGNALS (STOP SIGN) -20 FEET, UNDERGROUND UTILITY LINES -5 FEET, ABOVE GROUND UTILITY STRUCTURES· 10 FEET, DRIVEWAY (ENTRIES) -10 FEET, Et INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) · 25 FEET. CONTRACTOR AND OR OWNER SHALL OBTAIN ALL NECESSARY APPROVALS AND OR PERMITS FOR ANY AND ALL WORK WITHIN THE RIGHT OF WAY (OUTSIDE THE PROPERTY LINES). CONTRACTOR AND OR OWNER SHALL OBTAIN ALL NECESSARY APPROVALS AND OR PERMITS FOR ALL CONSTRUCTION WITHIN THE BOUNDS OF THE PROPERTY. CONTRACTOR SHALL TAG AND PHOTOGRAPHY ALL SELECTED TREES AND SPECIMEN PLANTS AT THE NURSERY. PHOTOGRAPHS OF TAGGED TREES AND SPECIMEN PLANTS SHALL BE SUPPLIED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANT MATERIAL BEING SHIPPED AND OR PICKED· UP FROM NURSERY. IRRIGATION SYSTEM TO HAVE A RAINBIRD PSl·M30X·075 OR PSl·M40X-100 (DEPENDING ON LATERAL LINE SIZE) IN-LINE PRESSU.RE REGULATOR INSTALLED AFTER AVB VALVE. PLANTING AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCE NO RUNOFF OR OVERSPRAY . . 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. . ALL PLANT MATERIAL SHOWING SIGNS OF DEFOLIATION, LEANING, CHLOROSIS (YELLOWING), OR SETTLING PRIOR TO, OR AT THE END OF MAINTENANCE SHALL BE REPLACED BY THE CONTRACTOR, INCLUDING GROUND COVER AND HYDROSEEDING. LANDSCAPE CONTRACTOR TO PROVIDE GUARANTEES NORMAL TO TH ETRADE FOR LONGEVITY OF ALL PLANT MATERIALS: THREE MONTHS FOR SHRUBS AND GROUND COVERS, AND ONE YEAR FOR TREES. LANDSCAPE CONTRACTOR TO PROVIDE MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF INSTALLATION AS DETERMINED BY LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL RECEIVE NOTICE OF SIGNIFICANT CONFORMANCE FROM LANDSCAPE ARCHITECT ONCE SITE IS DEEMED ACCEPTABLE. CONTRACTOR TO INFORM LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL SITE CONDITIONS. PLANT QUANTITIES ARE FOR CONVENIENCE PURPOSES ONLY. LANDSCAPE CONTRACTOR TO VERIFY PLANT COUNTS AND SUPPLY QUANTITY OF PLANT MATERIAL TO IMPLEMENT THE INTENT OF THE DESIGN AS SHOWN. ALL PLANTING AREAS PREVIOUSLY COVERED WITH CONCRETE, ASPHALT OR ANY OTHER IMPERVIOUS MATERIAL SHALL BE RIPPED TO A DEPTH OF 12", AMENDED AS PER APPROVED SOILS REPORT AND TREATED WITH SARVON SOIL TREATMENT PER MANUFACTURERS SPECIFICATIONS. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED OR REPLACED IN KIND WITH EQUIVALENT SIZE PER THE APPROVED PLANS. TREES AND SHRUBS SHALL BE LOCATED AND MAINTAINED TO PRESERVE A CLEAR ZONE OF AT LE.AST TEN FEET FROM FIRE HYDRANTS, UTILITY POLES, OVERHEAD UTILITY WIRES, STREET LIGHT LUMINARIES AND ABOVE GROUND UTILITY STRUCTURES SUCH AS TRANSFORMER ENCLOSURES. TREES SHALL BE PLANTED AT LEAST FIVE FEET FROM ANY UNDERGROUND UTILITY SUCH AS GAS, ELECTRIC, TELEPHONE; TEN FEET FROM SEWER. OWNER TO VERIFY AND STAKE PROPERTY LINES. NO DEMOLITION, CONSTRUCTION OR PLANTING SHALL OCCUR OUTSIDE PROPERTY LINES WITHOUT THE PRIOR CONSENT OF THE ADJACENT PROPERTY OWNER. OWNER TO INSURE NEWLY INSTALLED PLANT MATERIAL RECEIVES ENOUGH WATER TO MAINTAIN GOOD HEALTH AND VIGOROUS GROWTH WITHOUT OVER WATERING. PLANT MATERIAL SHALL BE WATERED PERIODICALLY AT SUCH TIME JUST PRIOR TO LEAF WILTING. ADJUST WATERING TO ACCOMMODATE FOR VARIATIONS IN RAIN FALL, TEMPERATURE, SOLAR EXPOSURE AND SEASONAL CHANGES FOR EACH PLANT. OWNER TO MAINTAIN AND KEEP CLEAR ALL DRAINAGE SWALES AND INSURE POSITIVE SURFACE DRAINAGE AWAY FROM BUILDINGS TOWARDS SUBSURFACE DRAINAGE OR OFF SITE STORM DRAIN SYSTEMS AT A MINIMUM OF 2% SLOPE . . LANDSCAPE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL LANDSCAPE SHALL BE DEVELOPED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE CITY OF CARLSBAD AND ALL OTHER APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY AND CITY ORDINANCES AS WELL AS THE 2013 CALIFORNIA BUILDING CODE. AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED BY THE GENERAL CONTRACTOR TO INSTALL ENHANCED PAVING WITHIN THE UTILITY EASEMENT. PREPARE ALL PLANTING ARE.AS AS FOLLOWS, ALL QUANTITIES ARE BASED ON 1000 SQ FT.: SCARIFY EXISTING SOIL TO A DEPTH OF 8"; REMOVE ALL DEBRIS, WEEDS AND ROCKS LARGER THAN 2" DIA.; APPLY 4 CU. YDS. MIN. COMPOST (UNLESS CONTRAINDICATED BY A SOIL TEST), 150 LBS. AGRICULTURAL GYPSUM, 10 LBS. IRON SULPHATE, 50 LBS. TRI-C HUMATE AND 15 LBS. 6-20-20 FERTILIZER. ROTOTIL IN TWO DIRECTIONS ALL AMENDMENTS INTO THE TOP 6" OF EXISTING SOIL, RAKE TO GRADE AND IRRIGATE THOROUGHLY. FERTILIZER/SOIL AMENDMENT TREATMENT ABOVE IS FORBIDDING PURPOSES ONLY. SOILS TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN A SOILS ANALYSIS TEST WITH AT LEAST TWO SOIL SAMPLES OF FINAL ROUGH GRADE AT SITE AND SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. COST OF LAB TEST SHALL BE PAID BY OWNER. SOIL TE.STING KITS ARE AVAILABLE BY CALLING 1 ·800·927-3311. CONTRACTOR TO SUBMIT MODIFIED SOIL PREPARATION BID TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO STARTING SOIL PREPARATION WORK. GROUND COVERS INCLUDING BERMUDA GRASS AND OTHER NOXIOUS WEEDS SHALL BE SPRAYED W / 'ROUND-UP'. WAIT TWO WEEKS MIN. AND SPRAY A SECOND TIME IF NECESSARY AND THEN REMOVE. WEED ERADICATION SHALL TAKE PLACE DURING ACTIVE GROWING PERIOD (JUNE-OCTOBER) AND SHALL BE COMPLETED AT LEAST 10 DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING AND/OR IRRIGATION WORK. ALL TREES AND SHRUBS NOT NOTED TO REMAIN ARE TO BE REMOVED. GROUND COVER IS NOT SHOWN UNDER SHRUBS AND SMALLER TREES FOR GRAPHIC CLARITY. GROUND COVERS ARE TO CONTINUE TO DRIPLINE (AT TIME OF PLANTING) OF ALL SHRUBS AND TO BASE OF TRUNK ON TREES. ALL PLANTING ARE.AS EXCLUDING AREAS WITH COBBLE SHALL BE COVERED WITH A 3" LAYER OF 1 1 /2" MINUS FOREST FINES FROM AGRISERVICE, 760-295-6255 OR APPROVED EQUAL. FINISH GRADE SHALL BE A MAXIMUM OF 2" BELOW ADJACENT HARDSCAPE. EVERY PLANT DELIVERED TO THE JOB SITE SHALL BE IN GOOD CONDITION, WITH A LEGIBLE PLANT TAG IDENTIFYING THE BOTANICAL GENIUS, SPECIES AND VARIETY OF PLANT FOR VERIFICATION BY LANDSCAPE ARCHITECT WITH APPROVED PLANS AND OR PLANT LEGEND. PLANT MATERIAL WITHOUT TAGS WILL BE REJECTED AND RETURNED TO THE NURSERY AT THE CONTRACTORS COST. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY LANDSCAPE ARCHITECT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" ftCE __ _ DP-----DA1E INSPECTOR DA1E Roosevelt Village Residences 1----+----1-----------------t---t--1---1---'""'1 i= -I ~M~:IE~:;!Nl'IW.~~rM~:IE~~!Nl'IW.~~ 1= ~ ---11 I O'HJI U IIW..I. C11 , U IIUWL . . . M1E INfflM. DE IERtlFIIEIIC REVISION DESCRIPTION PRO.ECTNO. CT2017-0006 ' RP2017-0012