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HomeMy WebLinkAboutCD 2020-0016; LANIKAI LANE GATED GALLERY; Consistency DeterminationPROJECT DESCRIPTION !NSTALLA T/ON OF GA TED ENTRY PROPERTY OWNER/DEVELOPER OCEAN PARK ESTA TES, LLC 17780 Fl TCH, SUI TE 145 !RV/NE, CA 92614 949-797-9133 SITE ADDRESS 6550 PONTO DRIVE CARLSBAD, CA ASSESSOR PARCEL NUMBER APN 214-150-26 & 214-150-27-00 LEGAL DESCRIPTION LOT 1 OF TRACT MAP NO. 15953, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN TH[ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 12, 2013 AS FILE NO. 2013-669168 OF OFFICIAL RECORDS. GENERAL PLAN DESIGNATION RESIDENTIAL MEDIUM-HIGH (RMH) ZONING DESIGNATION RESIDENTIAL MOBILE HOM[ (RMHP) TOTAL UNITS 146 MOBILE HOM[ UNITS SITE ACREAGE 14.2 ACRES LEGEND EXISTING CL EXISTING EASEMENT EXISTING RIGHT OF WAY EXISTING LOT LINE (OFFS/TE) EXISTING BUILDING EXISTING SIDEWALK RAMP EXISTING BRUSH EXISTING TREES EXISTING CONTOUR EXISTING CROSSWALK EXISTING ROAD STRIPING EXISTING FIRE HYDRANT ASSY. EXISTING PUBLIC STREET LIGHT ,------, l~ ----__J LIMITS OF WORK PROPOSED EASEMENT PROPOSED RIGHT OF WAY PROPOSED PROPERTY UN£ PROPOSED LOT LINE EXISTING CONCRETE BROW DITCH EXISTING ELECTRICAL EQUIP. EXISTING WA TfR LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING CURB EXISTING CURB & GUTTER --s GATED ENTRY CARLSBAD, CALIFORNIA CITY OF OCEANSIDE VICINITY MAP PROPOSED SEWER LINE PROPOSED FIRE HYDRANT ASSY. PROP. WATER SVC. PROP. SEWER SVC. W/ C.O. PROPOSED WATER LINE PROP. CONTOUR PROPOSED CURB PROPOSED CURB & GUTTER PROPOSED .RIBBON GUTTER DRAINAGE DIRECTION W/ SLOPE PROPOSED MASONRY RETAINING WALL. VISITABLE UNIT NTS s---0-----1!• -----® -s ----© c.o. ---'.,/ --'vi 40 ----- 2.0% '-------TW38.5 TF 33.5 PUD 15-11 CDP 15-23 SHEET INDEX * SPOT ELEV. 37.56 FG * FS = FINISHED SURFACE ELEVA T/ON (HARDSCAPE) * FG = FINISHED GRADE ELEVA T!ON (PLANTING OR TURF) * FL = FLOWL/NE ELEVA T!ON (DRAINAGE COURSE) * RIM = RIM ELEVATION (STORM DRAIN) * TW = TOP OF WALL ELEVATION (RETAINING WALL) * TF = TOP OF FOOTING OF WALL (RETAINING WALL) * I.E. = INVERT ELEVA T!ON (STORM DRAIN) * TC = TOP OF CURB ELEVA T/ON * CL = CENTER LINE * EW = EXPOSED HEIGHT OF WALL 1 2 3 L-1 L-2 L-3 L-4 CIVIL COVER SHEET PRELIMINARY SITE PLAN PRELIMINARY GA TED ENTRY CONCEPTUAL LANDSCAPE PLAN WATER CONSERVATION PLAN MAINTENANCE RESPONSIBILITY EXHIBIT WATER SUPPLY PLAN CONSISTENCY DETERMINATION EXHlBlt ' ii I FORORIGINALPROJECTNO, NP \'5'-1\ I C,pP 15-z, , Ct1 NO. 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TRELLIS SEE LAiIDS-6-A/?~ --x. WALL -- TO REMAIN ~ GA TE PER LANDSCAPE PLAN Ii I ------ -"'V:~;:i~i u~•~ <,UC.-<.A.AAAA.I i ~ (O r WORK LINE AC RESURFACING . . ., . -.: -_: .-: / ~RNE'i' ¥ SIGHT LIN£ ·. . ........ ~ ~~~~··.· .. •· .. • ... ,) EX CURB TO REMAIN SAWCUT LIN£ EX. /RR /GA TION METER 3/4-" 1ri,Y ~~A~~~1:.4±, FIELD VERIFY itiJl STA IC PRESSURE: 109 PSI \'/: \, MA . FLOW. 15. 7 GPM \ 01\••· / 1hi> ~ ~gTflI: \~~t'. \r,.,V··• ~ i~I, I \-z 0 / t. cX. GAS ASSEMBLY TO REMAIN -~EX. BACKFLOW ,,_~,tJ I PREVENTERS ,---TO REMA IN -.,-.__EX. BLOW OFF VALVE TO REMAIN PROPOSED ENTRY SIGN PER LANDSCAPE PLAN Q_ AC RESURFACING ii •·•••• \••••+•••• . [X. SIGN~ SAWCUT ~(Cl\;!: u« iiiiiil:~\~ii • If, J , IA,</4-<:.,<N0N0<1,('<'< ;;g:f t%t~N--....J }:{)/\\{/ , RAMP if ! .\ ·. . . ·. . l ·. ;,-;.- -.. -'. .-.... ,t'. ·, :· -~. --- PROPOSED GA TE CONTROL BOX PER LANDSCAPE PLAN 1Vt I I 11i·i ( I ~ r ,,,-EX SIGN TO I j_:::.._,,T"'RE!,:;-LL~IS;,.......~:,-i---GA TE ER o 15.5 ~;/~: RR~E~M~Al~N;~~~~~~~~:--~ \ $ SETBACK LANDS APE ~ 80.0' EX. CURB:\-& GUTTER TO REMAll'J,-~ -.._ / .,._...__ '-.. I '\ I \ I \ I \ / I I I / J . LARD LIGHT ROP. 5' SIDEWALK PLAN _j ✓ u GAS --ro REMAIN PROTECT LIMITS RISER TO I PLACE OF WORK REMAIN UNIT 1 MAIN GATED ENTRY I \ I . ,. . LIMITS .: , OF WORK 0 MODIFIED AN RAMP / I I I I I a:: 0 I I I I I I I I 0 \-z 0 o__ ~ --------- a 5' 1 o· 20· SCALE ,· = 70 ' EX ASPHALT I t \ BERM TO REMA IN--!+~\ \ \ PROPOSED ,1 ASPHALT \ \ \ UNIT 11 BERM CORN/ \ \ SIGHT ;::::::----11 EX ASPHALT-~ BERM TO BE REMOVED I~\ i----\C-J .""J...:•<):''·\ ......... l ~""' ~EX. ASPHALT [(] .•· •Sii <~1s ' .:•J;•· :·.,_.. .. · • • >··Yi. •::·1·: /EX BERM 2.£:::,S.c;._pROPOSED METAL · SLIDING GA TE PER . i LANDSCAPE PLANS ) \\.•,..ii$;:;../ __ PROPOSED Pr:/OPOSED ASPHALT BERM EX. ASPHALT BERM TO BE REMOVED ti>/\ I CO.r:/NIER SIGHT L\NF 7 EX. SEWER MANHOLE---++----- TO REMAIN PROTEC T IN PLACE EX. ASPHALT BERM TO REMAIN EX. WALL.-\+\_..----- \ \ I \ I \ I \ \ \ \ \ \ \ \ \ EX. CURB & GUTTER I I I I \ I I I I TRELLIS SETBAC 6.7' . ; ....... . ... , . . . . . • ... : .• . .'·. .....•. •.: . . .. . -~ . ;. . ' . : .. -.. · . . . ·- . -•. .· ... -_,., .. ...... _ . :'-.. PERV/OUS PAVERS ;-...--EX. ASPHA LT BERM TO 8[ REMOVED OVERHEAD STRUCTURE;fTRELL/S PER LANDSI APE PLANS PROPOSED ALK WA Y ANO HARO➔ APE PER LANDSCAP PLANS \ -\ \ -------\ \ \ --------\ .............. \ ----.........__ \ \ \ _1 \ \ \ --........_____ ~-,,----,,,..._ ~ SOUTH EXIT GATE ~ 40' UNIT 12 Q PUD 15-11 CDP 15-23 EX ASP/ r----.._ REVISIONS• \\<EER ' V N 'v "' ---... ..,.. 0 0 ...) ..:;._ O'J"")--\.[)~> .,..:. 0 (.D -,,,,. .. () , O CL -,y :z ~ JS I D3ll ' 0) <: 0 u C 0, I,. Cl) Cl) C 0) C C as w E + 0) ..... C 0 ·c C <IS I 0.. >-a: 1-z w ·"' C C -'2 Q. C 0 .§ 0 .re ;,; .. .. " C, C ~ ~ "<COO "t::i~a 0 - " "<( "" .rec.:, I "' (">J C: -"' .2 7;J (.Q __, 0 ..a~ ~~~ -Or--. ") c.:, '- w I- <( (j @o~ I-z w <( <( I (j I- ::> 0 (f) i:c' SC C, -"" .. -N 0 N C N '-... <JO -'-... C 0 >-0 C "' '" '" C 0 u □ Q_ 0 u □ '" ~ " V1 C 0 Q_ □ 0, C ~ " " C 0, C w □ 0 -"'- c 0 _J □ " -C " E :J u 0 0 >-:;;; =--. _______ ____J □ NOTE: SE[ SHEETS L-1, L-2, AND L-3 FOR THE LANDSCAPE PLAN. DAlE SCALE DRAY/Na JOB ' DRAYING NO. 08/25/2015 HU/NM LAMKAI 3 SHEET OF 8 CDP CONSISTENCY DE TERM INATION, 11/19/2020 C E u <[ D '" a, C --" (fl v C 0 ~' -C "' E a u 0 0 D u 6" l 12" '. l ·', .. ,, : : . -•""' J t-~-... SECTION LEGEND: 1. FINISH GRADE PER CIVIL ENGINEER PLANS, 2. TUMBLED STERLING SILVER STONE VENEER FACE W/ CEMENT SLURRY. REFER TO PROVIDED SAMPLE FOR SLURRY COLOR 3. cMu BLOCK. 4. (4) #4 VERTICAL REBAR HOOK INTO FOOTING WITH #3 REBAR HOOPS AT 16" O.C. 5. SOLID GROUT FILL ALL CELLS. 6. CONCRETE FOOTING. 7. ADJACENT DECORATIVE lv1ETAL FENCE. SEE DETAIL C/L190. 8. #4 REBAR x 1'-9" -EACH WAY 9. NATIVE STRADA OR coMPACTEO STRUCTURAL FILL PER GEOTECH REPORT. 10. WHERE APPLICABLE : ENTRY SYSTEM/CALL BOX Y~TH INTER>JAL LIGHTING. MODEL TO BE SELECTED BY OWNER. ~\OUNTED FLUSH TO ROCK SUE,F ACE. NOTE: A. ALL REINFORCEMENT. BLOCK AND FOOTING SIZE AND BASE PREPARATION ARE SHOWN FOR BID PURPOSES ONLY. Legend 1. 2. 3. Tumbled Sterling Silver Stone Veneer Face w/ Cement Slurry. Refer to Provided Sample for Slurry Color Entry System/Call Box with Internal Lighbng. Mounted Flush to Stone Surtaoe. Finished Grade = F CMU PILASTER WITH STONE VENEER SCALE: ½"=1'-0" 0 CALL BOX --~ C -I lO ---2 ~ - . . - -. e 1 2. 3. 4. 5. 6. 7. ~ -. -- " Jr -. - ' Horizontal Steel Panels with 2" Gaps Powder Coated Color-Behr 'Whisper White' ClienUDesigner to Approve Final Construction of Gate Panic Bar and Locking Hardware on Inside of Gate and Lever Hardware on Outside for Access Locking Mechanism for Resident Access Only Nickel Gap Shiplap Horizontal Steel Paneis l" Wide and Deep Powder Coated Color -Behr 'Whisper White' Stone Wrap On All Sides Tumbled Sterling Silver Stone Veneer Faoe wl Cement Slurry. Refer to Provided Sample for Slurry Color Finish Surtace r--cD -<D ,© ' I V §:I -----------=~ ............ /' 7 . -~ . -! -L..J - ...ii " -' --, " • -II ' -01 • -II ,. - G 4'-0" WIDE PEDESTRIAN GATE 118" if * <J· • 0 0 0 ° TOOLED SCORE JOINT ,.,-----CD . ®\ 1/4"1 .--~'-----I EQ. --'k:-..;;,,-',-·,--T•~"----"-c? EQ. _7' _ ... •_0_._u ____ ,-__ ,._._·•-~c---; 0 ' ' • I SAWCUT SCORE JOINT -:::===: i ,nu --~ -r--, ,h,..;j ![ -• = -1- 6 0 .- --1 . - .r . ---- II -"-- TYPICAL EXPANSION JOINT SCALE: l'=1 '-0" E PAVING JOINTS Le end 1. 2. 3. 4 5. 6. Existing Block Wall Horizontal Steel Panels wl 2" Gaps, Powder Coated Color-Benjamin Moore Stone Harbor -ClienVDesigner to Approve Final Construction of Gate Locking Mechanism for Resident Acoess Only Panic Bar and Locking Hardware on Inside of Gate and Lever Hardware on Outside for Acoess Finish Surtace 2x2 Steel posts, Powder Coated, Color -Benjamin Moore Stone Harbor A SCALE: ;"=1'-0" 8 NORTH PEDESTRIAN GATE LEGEND: 1. 1. 1 /4" RADIUS TOOLED EDGE 2. PRIMER, SEALANT, AND SANDED JOINT FINISH. 52" 16 TYP. !8"1 LEGEND: 1. CONCRETE PAVING-REFER TO LANDSCAPE CONSTRUCTION PLAN FOR COLOR & FINISH. 2. #3 REBAR AT 18" O.C., EACH WAY, CENTERED IN SLAB. 3. FINISH GRADE. 4. 90% COMPACTED SUBGRADE 5. 1/4" TOOLED RADIUS. 6. #3 REBAR, CONTINUOUS. 18" O.C. 7. DEPRESS FINISH GRADE 1 1 /2" IN SHRUB/GROUNDCOVER AREAS. A CONCRETE PAVING N.S. Le end 2 3. 4. · · !eel Panels l" Wide and Deep o isper White' Stone Wrap On All Si.des Tumbled Sterling Silver Stone eneer Face w/ Cement Slurry. Refer to Provided Sample for Slurry Color Finish Surfaoe 3. ROUNDED BACKER ROAD, WITH NO BOND TO SEALANT. 4. COMPRESSIBLE JOINT FILLER.SET TO FULL DEPTH OF PAVEMENT. ,...-------J F""""""==---==-=:I ===-----14" Groove l" Deep TYP. 5. FINISH SURFACE. 6. CONCRETE PAVING, PER DETAIL A, THIS SHEET. NOTES: A. LOCATE JOINTS PER -SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN. B. SUBMIT SEALANT COLOR TO LANDSCPAE ARCHITECT. C. JOINT EDGES SHALL BE STRAIGHT, TRUE WI TH NO SHATTER. D. PROVIDE EXPANSION JOINT WITH DOWEL BETWEEN PAVEMENT AND BUILDINGS. N.S. C / '-...._ ./ - Enlarged View Scale: 1" = 1',0" ~ ' ( \ , · lf ]. . ' = ' ; -~ --. ' ""' /I --\ - -::--... " fl , lO -II I =• ·-. ' --l . -ICJ I' -. lO . --K --b I -~, -_,, ---, --' -. ' --\,,,JI -II . II 01 . II . . II . . . -I! ..-- STONE VENEER WALL AND FENCE ON TOP 1±:, 1 ~ 2 ·. -. ---- / -----------' . ,.;;.~ --- -- -' 3 \ - " -7 - 'j ~ . 7 - --/ 4 r !I ---ID --! . -I, - ~~, -...,, -Fj ...... (I , --' --II -I II ~ ~ . " . '""'= SCALE: ~"=1 '-0" L 190 .:'----'------------------------------------'----'---------------------'--'------------------------------------;;:;:;:::;==========::;;!_=-:..-=-=~ .. :•: L " NOTE: A. ALL REINFORCEMENT, BLOCK AND FOOTll·iG SIZE AND B.~SE PREPARAT!ON ARE SHOWN FOR BID PURPOSES ONLY. B. ALL PROJECT SIGNAGE & MONUMENTS SHALL REOUiRE A SEPER/HE ;,ERlvilT UNDER THE CITY OF CARLSBAD SIGNAGE REVlEW PROCESS. PLAN VIEW 1 ' j -~...,,......,,---,-----,,----,,--,,---,----,,---,-,,------,----,,--...---,,--~::;;::=::;::;f--f: 1 L.J ' --.' . . -L_J,;=="> . . l Lon ikoi Lone AT C/\RLlBAD r------,l ~ !~ --o '. 0 ELEVATION H I PROJECT ENTRY SIGN ; :: ; ·: ":s ;;u;:: ::.;.:\:::<:::;;r.<::;:m:; ;: 11: :-; i u::::::; u ;; . Legend 1. Stone Wrap On All Sides 2. Raised Steel Signage 3. Tumbled Sterling Silver Stone Veneer Faoe w/ Cemeni Slurry. Refer to Provided Sample for Slurry Color 4. Finish Surtace PROJECT SIGNS AND MONUMENTATION: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. PL L A.RC 4· WALL SECTION 5128 DUPONT DRIVE SANTA ROSA, CALIFORNIA 95409 707.545.5235 WWW. I NTEG RAP LA. COM Ii\ TEG<'A IS NO-:-RESPONSIB;_E FOR THE ACCURACY OR CCMPLETEr-JESS OF REPRODUCTIONS OF Tl-IS DOCUMENT GENERATED BY CTHERS FRCM E:..ECTRONIC MEDIA © 2019. ALL RIGHTS RESEVERED WALL SECTION LEGEND 1. TUMBLED STERLING SILVER STONE VENEER FACE W/ CEMENT SLURRY 2. FINISH GRADE 3. 95% COMPACTED SUBGRADE. 4. #4 REBAR, 24" O.C. EACH WAY-ALTERNATE BEND AT FOOTING. 5. CONCRETE FOOTING. 6. cMu BLOCK -CUT TO FIT, SOLID GROUT FILL ALL CELLS 7. ( 4) #4 VERTICAL REBAR HOOK INTO FOOTING WITH #3 REBAR HOOPS AT 16" O.C. 8. #4 REBAR x 1' -9" -EACH WAY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE REC __ EXP. __ REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARLSBAD 15 3 PLANNING DIVISION SHEETS 1-----+-----1--------------+---+-----1~--+------1 LANDSCAPE IMPROVEMENT PLANS FOR: LANIKAI LANE \:)')~C,,,p ~~cx,'"01 A. LANDSCAPE CONSTRUCTION DETAILS !j ~' P.LA 5123 "" 'I\ l----1-----+-----------------+-----1----+----+-----1APPROVED J '-\ Signature 11/30/22 1----1-----+-~---------------+------1---+----+----iPLANNING DATE 1--4.;_/7,..:./_20-+-~Mc __ 1..__PL_A_NT_1N_G_A_N_o_1R_R_1G_A_r,o_N-'--RE_v_,s,_0N_s _____ +------1---+----+----11-o-Rl'/l;_B_Y_: ----~-----N--~--W-N--N--1 DATE INITIAL DATE INITIAL DATE INITIAL FM PROJECT 0. ORA I G 0. N N LPG 2017-0056 DESIGNER OF '/(ORK REVISIO DESCRIPTIO OTHER APPROVAL CHY APPROVAL CHCKD BY; MAC PUD 15-11 504,gL -------------------------------------------------·----- .. )i .. hl _.,, + 'd, .. .. ;; -,. . .. ;; fl --[ ;; .. I - t\ . ,: > .. . 11 ---c "' '4 ., ---11 (.[ .,--,-.. -, . ,, I li --p ~u: ,_ i! -:, . ,: , il '> 1 L·-r:::v 11~-.;;J II . lf_ • -,1 . :t fi --l~\ll ;; ~7 L_.j\ ' F if ---~·· 1, : i -'I H ·-) .... ..... ./ ~ .._ J .. --it ~ ti -J/ --, u }( -i ,. 0'1-01 ¥~11 L,:..._ (.c=J \f -int . □r ii.-·7'·1 ii ! ._. -n ,.. L__.1; H • .. -I kl > . ., .. '·"' / :.L A t?ATIVEMETAL VEHICULAR DECO~ SLIDING GA TE AT MAIN ENTRY ·A / --, - TI -' ---.. ~i ;t I ;i u d NOTES: 8" . I. CONTRACTOR SHALL ENSURE THAT TOP OF WALL IS SLOPED i% TO DRAIN. f1---m DJ GROUT SOLID ALL CELLS :t I . tJ I -[I] #4 REBAR AT 12" o.c. BOTHWAYS WITH CONTINIOUS . .. ::-; '.· 2 HORIZONTAL REBAR AND AL TERNA TE BENDS IN I VERTICAL FOOTING REBAR T• ,· [I] I 3 8X8Xl6 CMU BLOCK, SEE LIOO FOR MATERIAL/FINISH -"'dl ------i I 0 ' _J_ - GJ '° FILL VOIDS WITH CONCRETE AND SLOPE TOP 1% TO I l I ' ' :.+ ENCOURAGE DRAINAGE, NO CAP I , I]] :+-FINISH SURFACE/GRADE REFER TO CONSTRUCTION PLAN f . 'T' 5 [I] ' . EXPANSION JOINT :..1..:. . · · · ..... ' ·. ll:ill IIB ''' Ti •-,c .•, . ·•·· . • . . • I I I i ' [I] )~ . I -.,. ·, ,, > (3) #4 REBAR CONTINIOUS -,· --~ " ':' 0-'' -• ,..; ,, .• •. r ' .. 1• -,., ~ HORIZONTAL EVENLY SPACED -0 N ~ "J.ci'l_c· ·•.I .. ,. . --,1--1 -, . .· , l .,,, __ '" ___ : --·:;:: -:.---"'L f'-------· V:,-u, _,; __ " ..... ;,,_., ~1 -·-... ---:.: ~ • IN FOOTING . ' r'B-1 L, " r: ;'---,2'-1 II] CONCRETE FOOTING ~-"•-· l--,, F •..• 8 ' . -••.=•J-1-j• • '"'····' '.("J' " ' - [2J 311· 1'.:::'j '.,"' ' "611 I CERTIFIED COMPACTED ~ MIN. l~ SUBGRADE SECTION C 6'-0" TALL CMU WALL WI STONE VENEER SCALE: 1"-1' O" 8 -- ,-,, ,' ,,_ -·~ ,-,'" de~., "' ,'h>••!'<,• '"''"• A 4 v-- B -~r-0) -~~ ~- - ' I . . ' . . l I 11 11 -~ ~ ' ' i 11 11 . I 11 I I - JI ' -p- I 11 11 -l . - I 11 11 I ' I 11 11 . -' JI 11 11 11 • , -I" II • -I ??'-R" r-1 I=" AR CD--, G)---CD- • -\ I ' -II - -11 11 --' I .• I 11 11 ' . .a. j I 11 11 "" ,~, ' ----II 11 TT , --. _,., ---- I 11 11 .. -11 11 . -. -t ---· -h ! I ~· " JI ' --. . 11 TT • . • • , --~ • · 11 . I/ .. · 11 . 1011- NOTES: r;,;'_n" CLEAR A. SEE ADDITIONAL NOTES AND LEGEND FROM DETAIL A/L191, SAME APPLY. --- VEHICULAR DECORATIVE METAL SLIDING GA TE AT EXIT N.,. i LA 5128 DUPONT DRIVE SANTA ROSA, CALIFORNIA 95409 707.545.5235 WWW. I NTE GRAP LA. COM !\ :: C-J-,, ,_ INiEGRA IS NOT RESPONS,BLE FOR -HE ACCURACY OR COMPLETENESS OF REPRODUCT!O:'\S OF THIS DOCUMENT ~-,-1_ Ir,_,-GENERA'ED BY OTHERS FROM EL::CTRONIC MEDIA, ;_, },< !:: © 2019. ALL RIGHTS RESEVERED -- \.b~Pi, ef2 "',,_e \ A. C;_i3 /J)_ -C, 0 ~ u ~ P LA 5123 ~ ii, -0 _, '"' Signature 11/30/22 ';\~ Rec-i Da>~ -;<;r 1113012020 ~ 4/7 /20 Mc f!' Date '<(Q DATE lNlllAL OF c~I.-\ DESIGNER OF \\'ORK ----- -D "" --~ Legend ' -- 1 . Mechanical Slide Gate, Steel Panels with 4" IEEl -Gaps Powder Coated Color-Behr 'Whisper ' -,_ While' ~ -or "" ClienUDesigner to Approve Final Construction of -= Gate ~ 4 2. Tumbled Sterling Silver Stone Veneer Face w/ --' Cement Slurry Pilasters. Refer to Provided . . . (r -l -r, I -~ Sample for Slurry Color I ' -- _)i Ji 3. Heavy Duty Gate Wheel Rollers .--'I'"" ' ' --- --10i -<or . · lf 01 4. Finish Surface II -,, '-'- ' 6 .. •• T ,. < N.S. ·• ' - I '. " --. 'In\ -(F .. 11 ----. 11 ~ ---11 --/ 0 " .. -(.[ 11 ~ .,--• II fl - . I --;;: ---.. -----11 . LO <=--11 ~ . -rCJ . . -i ' -r -K i • h - ' 11 >,: ---._ -' " --' ._ -X " .. -1[]\..:_Jor _ -1r .·lfli---'= -II . ii -IJ . I -- L191 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE REC EXP. REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARLSBAD 15 4 PLANNING DIVISION SHEETS LANDSCAPE IMPROVEMENT PLANS FOR: LANIKAI LANE LANDSCAPE CONSTRUCTION DETAILS APPROVED PLANNING DATE ;'I\ PLANTING AND IRRIGATION REVISIONS DRWf'I BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE lil!ITIAL FM REVISION DESCRIPTION CHCKD BY, LPC 2017-0056 504-9L OTHER APPROVAL CITY APPROVAL MAC PUD15-11 NOTES: I. CONTRACTOR SHALL ENSURE THAT TOP OF WALL IS SLOPED /% TO DRAIN. [I] GROUT SOLID ALL CELLS m #4 REBAR AT 12" O.C. BOTHWAYS WITH CONTINIOUS HORIZONTAL REBAR AND ALTERNATE BENDS IN VERTICAL FOOTING REBAR rn 8X8Xl6 CMU BLOCK, SEE LIDO FOR MATERIAL/FINISH [;] FILL VOIDS WITH CONCRETE AND SLOPE TOP 1% TO ENCOURAGE DRAINAGE, NO CAP []] FINISH SURFACE/GRADE REFER TO CONSTRUCTION PLAN [I] EXPANSION JOINT [I] (3) #4 REBAR CONTINIOUS HORIZONTAL EVENLY SPACED IN FOOTING []] CONCRETE FOOTING @J CERTIFIED COMPACTED SUBGRADE 6'-0" TALL CMV WALL WI STONE VENEER 6 1 ' 4' ' I -' ' - L()~ --- • _,, ·--·--L() ~ ~ l - . I! LL. rlL 71 , -- J! ~ I( , . II SOUTH EAST BEACH GA TE [t'. ;:,,id 0 ' -0 1 , _I/ .;- ' !Elli' I ~ - I f1--m SECTION SCALE: 112"=1 '-" B METAL HEADER • ,~CD -:t lt\ 3 -lL ____ ;' ir-=--Ja I -- = ---- -~ OJ ' 4 ,, . - ?- -.(5) LJI - I/ /\ -.,... ..:.. , .. ,. ,. -. " ,V,, ;/',' >q, Legend t Horizontal Steel Panels w/ 2" Gaps Powder Coated Color-Behr 'Whisper White' Harbor ClienVDesigner to Approve Final Construction of Gate 2. Stone Wrap On All Sides 3. Tumbled Sterling Silver Stone Veneer Face w/ Cement Slurry. Refer to Provided Sample for Slurry Color 4 .. __ locking Mechanism for Resident Access Only 5. Panic Bar and Locking Hardware on inside of Gate and Lever Hardware on Outside for Access 6. Profile of Man Gate 7. Finish Surface E [I] DECKING MATERIAL [TI 4" X 1/4" STEEL HEADER r77 HOLD FINISH GRADE DOWN l:::J I" FROM TOP OF HEADER [;] ANCHOR STAKE LOOP [I] 15" STEEL STAKE @ 12" 0 C [I] FINISH GRADE. HOLD I" BELOW HEADER [I] PERMEABLE PAVER, SEE MATERIALS SCHEDULE AND CIVIL ENGINEER DWGS. m 12" WIDE CONCRETE BAND, SAND FINISH. rn #4 REBAR, 12" O.C. CONTINUOUS m ADJACENT FINISHED GRADE OR ASPHALT A 12" FLUSH CONCRETE CURB @ C • _:::;<.:J N l 12" 0 J ' METAL BENCH [I] MET AL BENCH -SEE MATERIALS SHEDULE m FINISH GRADE rn SURFACE MOUNT BENCH TO CONCRETE FOOTING m CONCRETE FOOTING []] COMPOSITE DECKING MATERIAL P.L.A. 5123 Signature 11/30/22 ·D -co D ARBOR STRUCTURE, TYP, 1 , n Legend 1. Steel 8x8 Posts, Benjamin Moore 'Stone Harbor' 2. Finish Surface G LOOSE BARRIER DETAIL ~~-----(3 Legend 1. Steel Trellis Structure Color-Benjamin Moore 'Stone Harbor' 2. Stone Wrap On All Sides 3. Tumbled Sterling Silver Stone Veneer Fa w/ Cement Slurry. Refer to Provided Sam le for Slurry Color 4. Finish Surface L192 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" DATE REC __ EXP. __ REVIEWED BY: INSPECTOR DATE SHEET 5 CITY OF CARL$BAD 15 PLANNING DIVISION SHEETS 1----lr---+----------------t---t---t---r------r----~----:-'.------------,' 1----t----ir---------------t----t--t-----;-----i LANDSCAPE IMPROVEMENT PLANS FOR: LANIKAI LANE LANDSCAPE CONSTRUCTION DETAILS 1----lr---+---,---------------t---t---t---i-----iAPPROVED PLANNING 1-4.,,./7.-':/,,-20-t--;.:;;M-;;-c;;--,.,_1...._P_LA_N_Tl_NG_AN_D_l_RR_IG_A_TIO_N_R_E_VJS_IO_N_s ____ -t---=:-::=--t-::c::c:::-:-t----;;-;:;;:----t';;:;;;:-..---1DR~ BY: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF \\'ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: FM MAC PROJECT NO. LPC 2017-0056 PUD15-11 DATE DRAWING No. 504-9L