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HomeMy WebLinkAboutCDP 2019-0024; TREVISO MONUMENT SIGNS; Administrative Determination' • i I I ' I : ' ··• i ' • : ' ~ '1ii Cl) .c U') Cl) Cl) • U') -Ho-~ I rn KEYMAP NotioSco/e 43 Pl.JoN JA 2-4!1.5 FF 244 p>J) . F-3 "'"~~.\ ! , I ' I I . I d I ' ' ----"-~'''~ "' f ~~ "",,. ti /Jr ei 0 V:\t£N102-Polnsettlc 81\C2\'P1' (Production Phase 1)\1.C-10J-LEN102-P1.,;lwg J~! 17, 2019 4:21pn, ~ I 1 \ ---------9...-'-V 47 I : . I '; I PIAN 20<R 2+5.1 Ff 244.4 p.lJ) ~ /////",,JI rr~rrr/ / ////I pNDSCq en, L;c- ,t:;J_ ~ ~::;,"' ~ o·,f-;A:i.5 ~ n Q::;!l..r t..:i-----1 Signature ',-_.!c!!:c· ~2/2~8!.!_/20~.....J * Dole F CAL NOTES: 1. Refer to Sheet LC-0.01 and LC-0.02 for Construdion Schedules and Notes. 52 PLAN 1B 24l1 FF 2 :2.5 P.ID 2. Refer to "Typical Entry Enlargement Legend" and Details for all entry walkway/step layout. 0 10' 20' Sco/e: l' = 20 PREPARED BY: landscape Archi1ec:1ure Urban Design Planning Habilat Restoration I 00 Avenida Miramar San Clemente California 92672 Phone 949.366.6624 Fax 949.366.6626 www.thecollaborativewest.ca m Coyote Roll bar to only occur on th e perimeter fence and gates. SITE FURNITURE SCHEDULE: KEY DESCRIPTION I Sf-1 I Bench (T olol 2) ISF-21 Lounge Chairs (Tolol 6) ISF-31 Picnic Table (Toial 1) ISF-41 Af)A Picnic Table (T olol 1) ISF-51 Trash Con (Tolol 3) ISF-6 I Hot Coal Coniainer (T oial 1 J ISF-71 Pet Wasle Slolion (T oial 3) \ \ ISF-81 Mailbox (Totol 4) o s'F ' Cs X "·..:.- X" /~~;»~ CONSTRUCTION KEY NOTES: (D SightLJne Q) fire Hydrant per Others @ T ronsformer per Other.; @ · Shove/Cut Header Street Light per Eledrical Engineers (Candela} Lighting Plan (f) l/lilily per Others Retaining Wall per CJVil Engineers Rough Groding Plan ® Asphalt per Others ® Af)A Ramp per Civil Engineers Pion @ Parking TYPICAL ENTRY ENLARGEMENT LEGEND: jcop 2019-0024 I SITE AMENITIES SCHEDULE: KEY DESCRIPTION DETAIL DETAIL - - - - - - - 7/LC-5.02 Plan Type Typical 'Plan IA' Entry Enlmgement Typical 'Plan 1 B' Entry Enlargement Typical 'Plan IC Entry Enlargement Typical 'Plan 2A' Entry Enlargement Typical 'Plan 2M Entry Enlargement Typical 'Plan 28' Entry Enlargement Typical 'Plan 2BX Entry Enlargement Typical 'Plan 2C Entry Enlargement Typical 'Plan 2CX' Entry Enlargement Typical 'Plan 3A' Entry Enlargement Typical 'Plan 3B' Entry Enlargement Typical 'Plan 3C Entry Enlargement Lot 21 & 50 'Plan 4A' Entry Enlargement Lot 22 'Plan 4B' Entry Enlargement . Lot 34 'Plan 4C Entry Enlargement Lot 56 'Plan 4A' Entry Enlargement Lot 45 'Plan 4B' Entry Enlargement Lot 39 'Plan 4C Entry Enlargement Lot 51 'Plan 4C Entry Enlargement CITY OF CARLSBAD Administrative Permit Case No. C. D f' -z_,,,, I 5 -O o 1.-~ Exibit No. 11 ft l t Date /1 •Z.1-1.9 1. REFER TO C2 COUABORATIVESLOPE LANDSCAPE PLANS (DWG 507-2L) FOR AREA OUTSIDE OF UMff OF WORK. 2. REFER TO POlNSITTIA LANE IMPROVEMENT PLANS FOR MEDIAN INFORMATION. Detail 1/LC-5.05 2/LC-5.05 3/LC-5.05 4/LC-5.05 5/LC-5.05 6/LC-5.05 7/LC-5.05 3/LC-5.07 BJLC-5.05 1/LC-5.06 2/LC-5.06 3/LC-5.06 4/LC-5.06 5/LC-5.06 6/LC-5.06 7/LC-5.06 BJLC-5.06 1/LC-5.07 2/LC-5.07 I SA-ii Shade Slrvclure at Lower Parle ISA-21 BBQ Island at Lower Parle ~ Play Equipement ~ Signoge Wall PAVING SCHEDULE: KEY DESCRIPTION [!II Concrete Sidewalk I P-2 I Concrete Driveway I P-3 I Concrete Paving I P-41 Special Concrete Paving I P-5 I Concrete Steps · 1 p,6 1 ColorConcrelehrent-@Moton:001/. Entry I P-7 I Concrete Curb @ Playground I P-8 I Playground Surfudng I P-9 I Decomposed Gronite IP-JOI Concrete Sloop (3' x 3') §TI'' .. Concrete Curb WALL SCHEDULE: KEY DESCRIPTION I W-11 Slump Block Wall w/ Sack Finish -■-■-■- 1w-2I Slump Block Pi/osier IW-3! Low Slump Block Wall ------- ~ •. .. ~ ., .. ,. FENCE SCHEDULE: KEY DESCRIPTION .III] .. I~ rence on Slump ~IOCk wall · wlC,..,,...·Roll·Bor • • • • • [m Tubular Steel fence -··-·•-11-11- I f-3 I Vinyl Fence ~ lubular Steel Fence al I ' ~ I Retoinino Woll I f-s I v,nyi ~ence al Retoinino Wall GATE SCHEDULE: KEY DESCRIPTION I G-i! Vinyl Gate I G-2 I Tubular Steel Gate I G-3 I Maintenance Access Gate SIGNAGE MONUMENT 8/LC-5.03 7/LC-5.04 - 8/LC-5.04 DETAIL 1,2/LC-5.01 1,2/LC-5.0 1 1,2/LC-5.0 1 1,2/LC-5.01 8/LC-5.01 1,2/LC-5,01 6/LC-5.01 6/LC-5.01 2/LC-5.04 1,2/LC-5.01 4/LC-5.01 DETAIL 6/LC-5.02 8/LC-5.02 5/LC-5.01 n11r-r- --..,.v, DETAIL 5/LC-5.01 7/LC-5.01 3/LC-5.02 '11 --,----, .v, BJLC-5.07 DETAIL 3/LC-5.02 4/LC-5.02 3/LC-5.02 REC EIVED (lCT 11 2019 GlTY OF CARLSBAD PLANNING DIVISION APPROVED FOR IRRIGATION AND PLAN TI NG ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUi l T" PAUL L. HADEN RLA 1972 REVIEWED BY: L C-1. OJ . INSPECTOR EXP. 02/28/20 DATE DATE 40 f-7/-l-9/-79+--+--J-C/-ien-tR_evis_·io_ns _______ -+---!--+---!---l I SHEBET I CITY OF CARLSBAD ~6 PLANNING DIVISION UQ_j ~=:'....'::::========='....'::::==~ OWNER: LENNAR® LEl'IIIAR HOMES 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)-349-8101 LANDSCAPE IMPROVEMENT PLANS FOR: POINSETTIA 61 PRODUCTION PHASE 1 CONSTRUCT/ON PLAN CDP 14-3 PUD 14-12 SDPl4-l5 1------,1----+----------------l----+---+---+---l l-AP_P_R_o_v_E_D, ________________ _ PLANNING DA IT DATE IN ITIAL DESIGNER OF WORK REVISION DESCR IPTION DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: LPC 2078-0037 507-2M RVWD BY: CT 74-70 CLIENT REVISIONS: July 19, 2019 • ' I • I i • ..... ·ne of Sight JacMim 3 24' "$ a, .c V, a, a, :, "'-Ho--I • a, " C ·-I -.c ' u ' '6 ., :e I ' I ' I Lau Nob 5 36' . ·■ _j ' n_ I <C-f -. _j ' JacMim \W I I\) ' 2 24" I I Tri Con 3 24' I \ 2 36' rn KEYMAP Not1oSco1e 44 PV,N 3CR L----"' • i4$.9FF ~,l_,, • 245.2 p~ T ronsfonner ARTEMISIA CT :224•fjl ' I I ~-.:..:.::." ::::.'."o \ \ ., 10 15 g j ! -llm~Jl,,,.,,,,,f"',.,.,,,-.,,,,,~,,.,,,,.,, : \ i ,i,..:,g.!L---l"f.'r. ~;:......:t:!1.L'.!L..,) ·----·--···----- Lag Ind 46 PV,N 3A 1 24' · JunSco ' 1 24' ' 45 pi,w 4B 2"5-9 ..- 2~~2 p,\J // ' I I I I Tri Con '-------···-· 2 24' Ulm Par I I / I \ \ '/ ' 11 I LS LS LS L . LS LS · LS 1 --~-- 51 pt,W4C 243.6 FF 242.9 PNJ ., I I I I I -~ -----I ----------------=~c == '~t',=~Matchline :s;e SheettP;;J,02 i_r-------. Maintenance kcess DroMar 2 15g LJg Jap 6 l5g LJ>NDS aen, Llc:-_ .H-7't~~ t t Signature . 2/28/20 Lau Nob 1 36' Arb Une l 24' NOTES: 1. Refer to Sheet LP-0.01 and LP-0.02 for Planting Schedules and Notes. 2. Vines/Espaliers are shown on opposite side of wall for clarity purposes. PREPARED BY: Landscape Archil8cture Urban Design Planning Habitat Res1oralion 0 JO' 20' Scole: 1' = 20' 100 Avenido Miramar Son Clemente California 92672 Phone 949.366.6624 Fax 949.366.6626 www.thecolloboaatr.ewe:st.com 40' OWNER: V:\LEN702-Poinsettia 81\C2\'P1' (Producti011 Ptio::e 1)\LP-10J-LEN102-P1.dwg Jul n. 2019 4:23pm Signage Monument \ \ \ \ Right of Way \ REFER TO C2 COUABORATNE SLOPE PIAN$ (DWG 507°2L) FOi? THIS AREA LENNAR® LENNAR HOMES 25 ENTERPRISE AUSO VIEJO, CA 92656 (949)-349-8101 \ \ \ 3 24' ,- ' ' \ ' " \ " \ " ' " ' " ' ' ' ' ' ' Mag Gro Mag Gro 1 36' Maintenance Access I. REFER TO C2 COLlABORATNE SLOPE lANDSCAPE PlANS (DWG 507-2L) FOR AREA OUTSIDE OF UMIT OF WORK. 2. REFER TO POINSITTIA lANE IMPROVEMENT PlANS FOR MEDIAN INFORMATION. I CDP 2019-0024 1 SHRUB SCHEDULE: SYMBOL @ @ 0 0 EB 8 @). 0 ® 0 @) @ @) 0 e ® ® 0 @ § @ ™ BOTANICAL NAME COMMON NAME Noe 'Blue Elf Blue Elf Aloe Bougainvillea 'La Jolla' Lo Jolla Bougainvillea o joponico Green Beauty Boxwood a japonico Green Beauty Boxwood Co//istemon 'LJtt/e John' LJ!tle John Dwarf Bottlebrush Collislemon citrinus 'Jeffersi/ Pink Bottlebrush Camellia sosonquo 'Shishi . Shishi Goshira Camellia Goshiro' arissa mocrocorpo • 'Boxwood Beauty' Corissa Bea Die1es Bicolor Fortnight lily Henneroco//is 'Purple Galaxy Purple Gala><y Doylily Lanlono x 'New Golrf New Gold I.anion□ · 1.anrona 'Spreading Yellow' . Spreading Yellow !:onrono I.anion□ montevidensis Purple T roiling Lanlono liguslrvm japonicum 'T exanum' Wmdeof Privet Rhaphiolepis indica 'Bollerina' Ballerina Indian Hawthorn Rhaphiolepis indica 'Claro' Indian Howtliom Roso fforibunda 'Burgundy Ice' Burgundy Iceberg Rose Roso x 'Nooleso' Yellow Carpet Rose Rosmorinus olficinalis 'lngromil 'lngromil Rosemary dno is 'Roman Bea Romon Beauty Rosemary · Trochelospermurrrjosminoides Siar Jasmine- Iva hoyesiono Hayes Iva APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDI NG PREC ISE LOCATIO N OF PLANTI NG AREA. "AS BUil T" PAUL L. HADEN DATE RLA 1972 EXP. D2/28/2D REVIEWED BY: LP-7. 03 -IN-SP-EC_T_OR _____ _ DATE 7/19/19 i-----i--+-----------1---1---l---j___J ~3 CITY OF CARLSBAD ~6 ~ PLANNING DIVISION L..l_t;l_J ;=;L:::_:AM:=::'!)~'5,=CA=:P.~'E==/M,=~~'R=O==vfi~M.='EN~T~P.=i==AN:::S=fi=Q=:!R.:=: ====~==~ I Oient Revisions POINSETTIA 61 PRODUCTION PHASE 1 PLANTING PLAN CDP 14-3 PUD 14-12 SOP 14-15 i---i---+----------------+---+----1---L-_J I APPROVED: . ""P:-cLAc:-N::cN::clN::::G---------------□-A-TE-- lio"A~TEct-;;1N;;;IT"IA:;-L+-----------------+-0-A-TE_j-1N-ITl_A_L _j__DA_T_E__j__lN-IT-IA_JL ~D~W~N~B"Y,::====:::;-;:::==::=PR::=O::=J=E=c==T=N=o=.==;--;::::o=R=A=w=1N=G=N~O. REVISION DESCRIPTION CHKD BY: --LPC 2018-0031 ,::01-2,'M DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL R\/WD BY: CT 14-70 J, CLIENT REVISIONS: July 19, 2019 . I I I I ' I I LEGEND l. P.I.P. concrete counter lop. 2. #4 reb□r@ 24" o.c. eoch woy@ center of concrete slob 3. 8 x 6 x 16 Slump block grout fill off cells -#4 rebor@ 24" o.c. each way 4. Built-in Stainless Steel Charcoal Grill 5. Concrete footing with #4 rebor@ 24" o.c. 6. Finish surface/grade perplorr. 7. Isolation joint per detail 1/LC-5.01 Com oded subgrode per soil report. GF I Receptacle. ~ NOTES A Contrador to submit shop drawings ond monufodurer's information for all components. B. Comply with barbecue monufodurer's inslrudions ond all codes regarding installation. C Refer to Construdion Schedule LC-0.01 for colors, types, finishes, and monufodurer's applications. D. Sealant used on counter/op shall be Food ond Drug Administration approved. E. Secure BBQ to prevent theft. Block color to be 'Lo Paz' Grout color to be Spec Mix 'Medium Tan' (f of Grill 2'-10" FRONT ELEVATION 7 LEGEND . -. L Upper Tile Cap. Lower Die Cvp . .. s· ... , i_ea9e: ror;e _yer;eer. HAR P . ~ . ◄ ..,.. ➔-~--=--~1 in mour:rca .. igncge leHers. -w .:, · "· · ~'x8il_x 1 ·s CM.LI. ccfu,T.n. ··::: .I ••••• L -. ; 0 . /.:n/5!• l?(COE. 7. 90% comp~cted s~1b-gmde. 8. f.:,ot:n-g pet Structural Engineer. M J _, ·:..:: ' - SJ;: MONUMHlT WALL COPY i?: ;w r rm;.{.t.tm.t cm riQTCGP:t ~ m0,10l)Nie:O!G.b"<lS:TJNG MCll~U.;tij WALL SX,O.i' EflS -CA"IN'!:D f{INT: svau S'EAN°DA~!3:MED ® II s:..i..C-K 0 ' ' ' ., • NOTES ,. A. Refer to COnstruetic•ri Sch~duie "tC-0.01 for coiors .. 1ypes1 finishes, .Jnd marwfod_ur.er's cpp!ic,:iti,:ms. B:::::,·'Refer .. tc Strudvm1 EnginS~r's pfo/1s for of! .:einfordr.g, 1!1:ckness1 ccnr:edfon ar.d 1'.bbting requirements. .C. Fi;v..1i ford by owner. 7 'C . r ~ I --I --. .1.,. ' . ..,__cc;_.(,-l· ___ .,_, ,~_c:;..;_.l ....:;:;_4-,-•->,, -'-~A---<1>-c-r~ .-l .f -~ --i ~ I.._____ f . ' . 1 ' . Equal Equai El.El/AT/ON 8 --• 1-----:· SECTION Note: • JI • -4-• • • I I' AA: prorec signc:ge ana ;nonumenrs sno..: / .. ~'ii(~ n s~nnro•e ., -,,.,.,; ... ,,,....,.,•~r ,,,~ c,·,·v c'lyC .. -~ ... --r-'·-' ' :,-:e ,:r.: ;._,:,. -"<;; I .c,f Carlsbad sig:1age re· .. dew process. 7'-011 (f of Grill 41-211 2'-10" SECTION ' ) Ir i.o, 11 · 75t_, __ , __ ··· 11 ______ ~_11 .. _ ll__ ________ l [ _____________ ]t ______ ] _-_______ ,-. -----·• ____ . '•' ____ ._, :_~,, ,n • ..-, ,, l ) UPPER TILE CAP -Pl.AN i0'-0" C'~'!J~lj,l.J)J{; r'il. c..r, EDGt:""S 70 i'/IC: ;_"(.Vr';?D. NG Cf.Jj tlXcfS ~!-OL'.!J !!l 'i:S,'&.£ ,o:<JV:-:D ~-00>.'.rf!.O: OP YI~ ;;N', ,-, .. -. ------. -.. , -----------7 I I I I I I I ,. L --.....: -::._·::.__ ,.-I ______ __, Pl.AN 2" all corners typ. 4'-7" ~ -J£--------'-'--~ v LEGEND J. Decomposed granite paving. 2. 95% compoded sub-grade. 3. 3/16" x 4" steel heoder /Factory pointed brown) 4. 15" steel stoke of 30" o.c. mox. 5. Finish grade. Align BBQ .dwg Scale: 1 /2" = 1 '-0' NOTES A Refer to Paving Schedule for additional information. 2 DECOMPOSED GRANLlE PAVING 1-1/2"= 1'-0" PVc/)G-01:dwg )11-'7...:./-'-l ;....;9/_1.c.9+----+,~1 ~C=/ie"'n'---'f R-"-ev'-"is'--'io-"'ns'-------------+---+---+-----1---1 I CDP 2019-0024 1 LC-504 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" PAUL L. HADEN DA IT RLA 1972 EXP. 02/28/20 REv1EWED BY: INSPECTOR DATE CITY OF CARLSBAD ) 1---L------------------------------... --------------------------------------------------------.. ,c,,------------------J)lf-----+----+-------------------+---+----+-----+----1 SIGNAGE MONUMENT LJQj U§J 0 PLANN ING Olv1SION 6 -~......._......._ . ..__,........,,...._......._......._ . ..__,....__.,.,,,_......._......._ . ....._,.....__......___......._ . ..__....._............_......._ . ..___,..____,..__.......___.....__,..._. ... ~......._......_ . ...._,.......___,,...._......._......._ . ..___,.....__.,,..___.,...__.....___..___,-:,,.__.,,..,___,...__.....___..___,~__.,...,__.....__ . ..___, ... _..,.._____,.,.,.,..____,. ............ .._,___,...__......._.....__ . ....__,..,___....,,__......._......_~..__,,..__~ ............. .....___,,...._....-................_,..__,.........,,..........._ ................ __,..,_.......__......._,..__,...__......_.........._,..._.~......._ . .._.,.______..., }'NDSC<i len, L;c_ .,., o~-~ ~ n 0:; ~-:;,"' a..::e.. lv----j Signature . 2/28/20 Date CAL V:\l.EN102-Polnsettio 81\C2\'P1' (Production Pliose 1)\LC-504-LEN102-Ptd.,.g Jul 17, 2019 4:21pm PREPARED BY: Landscape Archi18clure Uman Design Planning Habitat Resroration 100 Avenida Miramar San Oemente California 92672 Phone 949 .366.6624 Fax 949.366.6626 www.thecollaborativewest.com OWNER LENNAR® LENNAR HOMES 25EN1EAPRISE ALISO VIEJO, CA 92656 (949)-349-8101 LANDSCAPE IMPROVEMENT PLANS FOR: POINSETTIA 61 CDP 14-3" PRODUCTION PHASE ! PUD 14-12 CONSTRUCTION DETAILS SOP 14 15 ---+---+------------------+-----+---+-----+---, I A_P_P_R_o_v_E_o_, _________________ _ PLANNING DA IT OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: LPC 2018-0037 507-2M RVWD BY: CT !4-!0 CLIENT REVISIONS: July 19, 2019 fr ~ CORNER 1. AOOfflONAL #5 VERTICAL BAR PLACED AT CENTER OF WALL •NOTES: -AT CORNERS, A CORNER GUARD, CORNER CONNECTION INSERT, OR A SECTION OF CRUSHED ROCK COVERED WITH FILTER FABRIC MUST BE USED TO MAINTAIN THE DRAINAGE PATH. 12" MIN. ., 7 INTERSECTION 90° BEND BEND • ,48(d) • 1N CONCRETE 1 l 52(d) MASONRY (U.N.O.) 'C:::) + LAP SPLICE / STIRRUP WIRE TIE END c,z z 0 ::J 00 z ~~ 0 0 0 z z 0 ::J u.i z ffi ~ 0 0 • • 4(d) OR 180° BEND R= 3(d) FOR #3 THRU #8 R= 4(dl FOR #9 THRU #11 R= 5(d FOR #14 THRU #18 • INCREASE LENGTH BY 30% FOR TOP BARS (HORIZOITTAL BARS SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) CROSSTIE I D= 4(d) FOR #3 THRU #5 D= 6(d) FOR #6 THRU #8 NOTES: -PUT CROSSTIE W/ EACH STIRRUP ALT. 135° BENDS -ALL BENDS SHALL BE MADE COLD I fi) TYPtCAt WALL c·ORNER DET Alt D5127N1 4 '.R) TYP. REINFORCING DETAILSD5124-180117 1 D5136 2 1// , r,1/,,.;; ,; ~;' 2" 2 i--~,r✓½/ ,: SECTION A-A " io 3 1. 1" GROUT SPACE. 2. STONE VENEER 3. CONCRETE MASONRY WALL. 4. NO. 12 B.W. GAUGE GALVANIZED WIRE VENEER TIES FORMED IN ALOOP@ MAXIMUM ·12" O,C. HORIZONTAL AND VERTICAL. 5. NO. 12 B.W. GAUGE GALVANIZED WIRE THREAD THROUGH THE NO. 12 WIRE LOOP ANCHOR STONE VENEER UNITS UPTO 1WMAXIMUM THICKNESS (R)STONE VENEER TO MASONRY 5 3 • ··~•1-::.,.,.,;"..,, v. r'-t',f-----{ 4 1. REBAR 2. 8" CONCRETE BLOCK WALL. 3. NO. 9 B.W. GAUGE GALVANIZED HORIZONTAL WIRE JOINT REINFORCEMENT CONTINUOUS. 4. 1"x22 GAUGE GALVANIZED ANCHOR TO ENGAGE THE N0.9 B.W. GAUGE WIRE JOINT REINFORCING@ 18" O.C. HORIZONTAL & @ 16" O.C. VERTICAL . ANCHOR SHALL HAVE A LIP OR HOOK TO ENGAGE THE N0.9 B.W. GAUGE HORIZONTALWIRE IN MASONRY VENEER SIDE. 5. MASONRY VENEER 5" THK MAX. THICKNESS. MASONRY VENEER ANCHORED TO CONCRETE BLOCK WALL (R) VENEER TO MASONRY D5137 6 • 48 db 24"MIN. D5115RW (R)STEPPED FOOTING I CONTROL JOINT AT TOP OF WALL TYPICAL CONTROL JOINT CONTROL JOINTS SHALL BE SPACED Iii> 20'-0" MAX. U.N.D. 9 9 2 >---+-~II 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 7 I I I I I I I I I I I ,, I 00 I I I I I I NOTES: "S" SHOULD BE MAX 18" "D" IS OVERALL DEPTH OF FTG. BEND REBARS !F REQUIRED & LAP MIN. 48 BAR DIAMETERS REINFORCEMENT TO MATCH FOUNDATION DETAILS. 7 6 7 1. CONCRETE BLOCK. 2. SEE DETAILS ABOVE. 3. BACKER ROD, JOINT FILLER 2 AND SEALANT PER ARCH DWGS. FROM TOP OF THE WALL TO THE TOP OF FOOTING PER MANUFACTURER'S SPECIFICATION. SPECIFICATION. 4. FOOTING 5. ADDITIONAL VERTICAL BAR ON EACH SIDE OF CONTROL JOINT 6. TERMINATE HORIZONTAL REINFORCING 2" FROM CONTROL JOINT. 7. CONT. TOP BARS/CHORD BARS PER WALL SECTION. 8. JOINT FILLER. 9. BACKER ROD & JOINT SEALANT SPECIALINSPECTION BY A SPECIALINSRECIORFOR THECONS.TRUCTION OF CMU STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLi.OWiNG-TABLE: SPECIAL INSPECTION TABLE FOR CMU STRUCTURES INSPECTION TASK 1. Verify comp!lanc.e with the approved submittals and required inspection provisions for (Mortar mix design, Grout mix design, Material certificate for mortar, grou~ masonry units, reinforcement, anchors, ties, and fasteners). 2. As masonry construction begins, verify that the following are in compliance: a. Proportions of site prepared mortar. b. Construction of mortar joints. c. Grade and size of prestressing tendons and anchorages. d. Location of reinforcement, connectors, and prestressing tendons and anchorages. e. Prestressing technique. f. Properties of thin-bed mortar for MC masonry. 3. Prior to grouting, verify that the following are in compliance: a. Grout space. b. Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages. c. Placement of reinforcement, connectors, and prestressing tendons an-d -anchorages.-· d. Proportions of site-prepared grout and prestressing grout for bonded tendons. e. Construction of mortar joints. 4. Verify during construction. a. Size and location of structural elements b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction. c. Welding of reinforcement d, Preparation( construction, .and . - protection of masonry during cold weather (temp. below 40') or hot weather (temp. above 90°). e. Application and measurement of presstressing force f. Placement of grout and prestressing grout for bonded tendons is in compliance. 5. Observe preparation of grout specimens, mortar specimens, and/or prisms. 6. Verification of fm prior to construction. 7. Verification of slump flow and VS! as delivered to the self-consolidating grout For SI: °C = ('F-32) /1.8 FREQUENCY OF INSPECTION Continuous during Periodically during task listed task listed ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ REFERENCE FOR CRITERIA ACI ACI 530/ASCE 530.1/ASCE 5/TMS 402 6/TMS 602 Sec 1.16 Art. 1.5 Art, 2.1, 2.6A Art. 3.3B Art. 2.4B, 2.4H Art 3.4, 3.6A M 36B Art, 2.1C Art, 3.2D, 3.2F M 2.4, 3.4 Sec. Art 6.1,6.2.1,6.2.6, 32E 34. 36A · 6:2,7 . ' . ' . Sec. .2.1 (e), 6.1.4.3 6.2.1 Sec. ~.1.6.7.2, 9.3 3 , (c), 11.3.3.4 (b) Art. 2.6B, 2.4G, 1.b Art. 3.3B Art. 3.3F Art, 1.8C, 1.8D Art. 3.6B Art. 3.5, 3.6C Art. 1 :4B.2.a.3 1.4B.2.b.3 1.48.2.c.3 1.4B.3 1.4B.4 Art. 1.4B M 1.5B.1.b.3 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXfSTING SrTE SOIL CONDITTONS, FILL PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. SPECIAL INSPECTION TABLE FOR EXISTING SITE SOIL CONDITIONS TYPE 1. Verify materials below footings are adequate to achieve the design bearing capacity per soi~ report. 2. Verlfy ex-ravatl0ns are extended to pmper-•. depth & have reached proper material per soils report. 3. Perform classification & testing of compacted fill materials per soils report. 4. Verify use of proper materials, densities & lift thicknesses during placement & compaction of compacted fill-per soils. • ,eport. Exception: Special inspection is not required during placement of controlled fill having a total depth of 12 inches or less. 5. Prior to placement of compacted fill, inspect subgrade & verify that site has been prepared properly per soils report. Not Applicable Continuous Special Inspection ✓ Periodic Special Inspection ✓ ✓ ✓ ✓ 8. A!I bars shall be bent cold. 9. Contractor shaU verify compatibility of destgn with. existing.conditions prior to placement of footing steel. 10. Backfill shall be per soils engineer's recommendations. 11. Subdrain shall be 4" perforated PVC schedule 40 pipe with 1 CF/LF of 3/4" crushed rock or equivalent wrapped in filter fabric. The filter must overlap 12" at ends of the filter. Outlet subdrain to the curb opening. 12. Waterproof back of all the retatning walls w/2 coats of asphaltic emulsion per manufacturer's specifications. 13. Slab control joints shall be placed at all angle points and a maximum 12'~0" o.c. 14. Backfilling shall not be permitted until at least 7 days after the walls are built and fc has reached min. 2500 psi and grout has obtained min. 2000 psi compression strength. 15. Retaining walls are not designed for surcharge of paving equipment. Equipment must be kept back from top of the wall minimum distance equal to wall height. 16. For culi/ed portion of the walls, footing reinforcing shall be placed radially, and spacing_measured along.the centerline of the masonry wall. 17. Outlet of any surface drainage pipe into the subdrain system is absolutely prohibited. 18. Concrete cylinder tests from project pour, in accordance with the C.B.C. shall be submitted for review and approval by the project soils engineer and the local jurisdictional authorities, prior to any backfilling. 19. Step footing shall be in even block increments. 20. Footings shall be poured continuously. 21. Prior to the contractor requesting _a building_department foundation inspection, the soils engineer shall . advise the building official in writing that: a) The foundation excavations comply with the intent of the soils report. SPECIAL INSPECTION: 1. In addition to the regular inspection, the following items will also require special inspection in accordance with Sec. 1704 of the Building Code. 2. Soils compliance prior to the foundation inspection, pre-stress foundation, high.strength .steel and.concrete. 3. All inspection and tests shall be performed by a qualified testing agency retained by the owner. 4. The special inspector shall be qualified and approved by the building department and acceptable to the architect. 5. The special inspector shall observe work assigned for conformance to the approved design drawings and specification. 6. The special inspector shall furnish Inspection report to building department, engineer and architect of record. Copies of the report shall be available at the job site at all time. 7. Final reports for all inspections and testing must be provided by the special inspector. Final reports shall document completion of all inspection and correction of all noted discrepencies. 8. The duties of special inspector shall be in conformance with the requirements of section 1704 of the California building code the latest edition. 9. Contractor shall be responsible for a!I expenses due to any premature notification of inspection which results in additional site visits. 10. Failure ofnotttication·by the contractor fur inspection on·a timely basis- may result in complete removal and replacement of all work performed at contractors expenses. Site visits by the structural engineer do not constitute an inspection. Special inspection required for the following items: SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED FOR CONCRETE CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION (ONLY. APPLICABLE IF THEST.RUCT.URALDE51GN 01' FOOTING JS BASED. ON fc > 2500psi) . , - SEE NOTE #4 UNDER REINFORCED CONCRETE. TYPE 11. Inspect reinforcement, including prestressing · tendons, and verify placement 2. Reinforcing bar welding: a: Verify wetdability otreinforcing bars otHerttran ASTMA 706: b. Inspect single-pass fillet welds, maximum 5/16"; and c. lnspecta!I other welds 3. Inspect anchors post-installed in concrete. 4. Inspect anchors post-installed in hardened concrete members. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. 5. Verify use of required design mix. 6. Prior to concrete placement, fabricate specimens 1 for strength tests, and.determine the_temperature of the concrete. 7. Inspect concrete and shotcrete placement for proper application techniques. 8. Verify maintenance of specified curing temperature and techniques. 9. Inspect prestressed concrete for: CONTINUOUS SPECIAL INSPECTION ✓ ✓ ✓ ✓ PERIODIC SPECIAL INSPECTION ✓ ✓ ✓ ✓ ✓ ✓ ✓ Reference IBC Standard Reference ACI 318 Ch. 20,25.2,25.3, 1908.4 26.5.1-26.5.3 AWS D1.4 ACI 31 B: 26.5.< ACI 318: 17.8.: ACI 318: 17.8.2.< ACI 318: 17.8.: ACI 318: Ch 19, 904.1,1904. 26.4.3, 26.4.4 908.2, 1908., ASTMC 172 ASTMC31 1908.10 ACI 318: 26.4.5_26.11 ACI 318: 26.4., AC! 318: 26.4. 7-26.4.9 1908.6, 1908.7, 1908.8 1908.9 ✓ -ACl318:26'9:2:1' a. Application of prestressing forces; and if--------------+-----f------lA,Cl318: 26.9.2. b. Grouting of bonded prestressing tendons. 10. Inspect erection of precast concrete members. ✓ ✓ AC! 318: 26.8 ✓ ACI 318: 26.10.2 GENERAL REQUIREMENTS All material and workmanship shall comply with the following: 1. These General Requirements unless otherwise noted on plans or specifications. 2. California Building Code, 2016. 3. All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM as noted herein are required by the Building.Code-or C, RC, 2016, 5. In case of conflict, the more stringent requirement shall govern. 6. On site Verification of all dimensions and conditions shall be the responsibility of the contractor and sub-contractors. Noted dimensions take precedent over scale of drawings. 7. Engineer or architect of record is to be notified immediately by the contractor should any question arise pertaining the working drawings and/or specifications. 8. No deviations from these requirements and structural details shall be made-without-the-written approval-of Gouvis-EngineeriRg. Consu-lting Group, Approval by the inspector does not constitute authority to deviate from plans or specifications. 9. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the archrtect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested, contracted with and is compensating Gouvis Engineering Consulting Group for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents that he will select all materials and manufactures, qualify and select all subcontractors and installers, direct all ways and means of construction, and provide all additional information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. 10. Gouvis Engineering shall have no liability for waterproofing or moisture transmission issues, whether related to concrete slabs, -footin.gs,. foundations., .or .other.vise .. Owner, Soils .Englneer.and..Cantractar. shall be.entirely, res.pans.ible..far .such issues, and will defend and indemnify Gouvis Engineering against all such claims. REINFORCED CONCRETE GENERAL 1. All reinforced concrete materials and construction shall conform to chapter 19, C.B.C. MATERIALS 2. Cement"shaU-conform·to·C:B:C: 1903-of'C.B:C. and·shalt·correspond-toa that on which the selection of concrete proportions were based. 3. Concrete aggregates shall conform to C.B.C. 1903. 4. Use type V cement for concrete (min. fc =4500 psi, 28 days) in contact with soil, unless sulfate content in soil is less than soils report recommended. Refer to section 1904 of Building Code for special exposure conditions as required by Soils Engineer & see Corrosion Engineer's recommendations for concrete exposed to corrosion. 5. Reinforcing stee! shall conform to ASTMA615. Grade 40 for sizes #3. and Grade 60 for sizes #4 and larger. 6., Dowels.shall be equal .in .size.and .spacing .. STRENGTH 7. Concrete shall be proportioned to provide a minimum compressive strength, fc, equal to 2500 psi (28 days), unless noted otherwise. 8. All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building official prior to the pouring of any concrete. Min. concrete cover for reinforcing: a. Concrete, placed against earth not formed -3" b. Concrete formed or troweled -2" c. Walls-and curbs -1-1/2'' d. Slab on grade -at center CONCRETE MASONRY GENERAL 1. All concrete masonry materials and construction shall be in accordance with Building Code, Chapter 21. MATERIALS 2. All materials making up finished concrete masonry construction shall confonn to standards required by Building Code Sec. 2103 . 3. Mortar shall be type Mor Sas applicable and conforming with ASTM C270 and shall be proportioned per Article 2.1 & 2.6A of Specification for Masone; Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13). 4. Grout shall comply with Article 2.2 & 2.6B ofTMS 602-13/ACI 530.1-13/ASCE 6-13 and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression, fm, whichever is greater. The compressive strength of grout shall be determined in accordance with ASTM C-1019. 5. Concrete masonry units shall conform to ASTM C90 for load bearing concrete masonry units. Concrete brick shall conform to ASTM C55, Specifications for Concrete Building Brick. 6. Grade N concrete bricks are for use as architectural veneer and facing, limited to in exterior walls. 7. Grade S concrete bricks are for general use where moderate strength and resistance to frost action and moisture penetration is required. STRENGTH 8. The specified compressive strength of masonry, fm, shall be 2000 psi, unless noted otherwise. If higher fm is noted, it shall be verified by prism tests as required in Article 1.4 Specification of Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13). 9. Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and grade 60 for sizes #4 and larger. SPECIAL INSPECTION 10. Special inspection for concrete masonry construction shall be carried out in accordance with Building Code Section 1704-and-requirements-in Spe(:';ial Inspection -tables.-on sheet SN-1. MasoAry-compressive. strength,-fm shall be. verified by Unit strength method or Prism test method prior to and during construction as described in Article 1.4 Specification for Masone; Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13). FOUNDATION Soils Foundation engineering has been predicated on data and recommendations contained in soils report by GROUP DELTA, SOILS REPORT NO. SD412, DATE: 11/20/2014. This report is considered part of calculations and construction documents and is to be adhered to in atl of its recommendations and requirements. Verify minimum foundation depth, width; retnforcing steel ·and·-additionat e-xpansive 'Soil ·requirements-with valid soils report and if they are any more restrictive, then they shall supersede the Gouvis Engineering minimums. Soil engineer should review and approve all retaining walls prior to construction. DESIGN CRITERIA: ACTIVE EFP (LEVEL) = 35 PCF ACTIVE EFP (2:1) = 55 PCF PASSIVE EFP = 300 PCF SOILS DENSITY = 115 PCF BEARING CAPACITY= 2000PSF '--'.= 0.35 PER SOILS REPORT, SOILS CHLORIDE CONTENT IS "SEVERELY CORROSIVE". CONTACT CORROSION CONSULTANT AND SOILS ENGINEER FOR CORROSION PROTECTION RECOMMENDATION. 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. 1 · 1·. U.N:o:·an·cells containing reihforcing steel ·shall' be grouted soHd. 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. ✓ ACI 318: 26.10.1(b) 2. All portion of wall retaining shall be grouted solld. 3. All footing shall be poured on undisturbed ground or undisturbed engineered compacted fill. A field soil memo is required from a representative of the geotechnical consultant for soil inspection of the footing excavation to confirm that the footing is excavated into suitable bearing material. 4. Wall shall be laid true and plumb. 5. Provisions shall be made for adjoining construction. 6. All laps and splices shall be 48 bar diameter min. 7. All.construction.shall.be.done.in.accordance,with.applicable.sections.of. the 2016 CALIFORNIA BUILDING CODE and AC! standards 318-14. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 8/16/19 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIF!CATIONSARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP, AND All INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS AND NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR REPRODUCED, NOR CAN ANY STRUCTURES BE BUILT FROM THEM--WITHOUT WRITTEN·CONSENI" OF. GOUVIS ENGINEERING CONSULTING GROUP COPYRIGHT GOUVIS ENGINEERING CONSUL TING GROUP 2008 ALL RIGHTS RESERVED PROJECT: Treviso DEVELOPER: Lennar Homes of California ARCHITECT: CZ Collaborative LOCATION: Carlsbad San Diego CA REVISIONS NO. DATE DESCRIPTION SHEET NAME, LANDSCAPE DETAtt.S & NOTES PROJECT NUMBER: 64951 ENGINEER: GE DRAFTER: GE ISSUED DAT PLOT DATE: 1/30/2019 08/16/2019 SHEET NUMBER: S-LS1 FOR Tl-IE CONSTRUCTION OF STEEL ELEMENTS OF BU ILDING & STRUCTURES, ITEMS Of SPECIAL INSPECTION & 1/EHIFICATIONS.BY A SPECIAL INSPEi,TOR - ARE REQUIRED & SUMMARIZED IN Tl-IE FOLLING TABLE: SPECIAL IN SPECTION TABLE FOR STEEL STRUCTURES VERIFICATION Quality Assurance Reference Standard & INSPECTION Pelfom,ed Obseived TASKS PRIORTO WELDING - 1. Welding procedure specifications ✓ (\NPSs) available 2. Manufacture certifications for ✓ welding consumables available. 3. Material identification (type / grade). ✓ 4. Welder identificaUon system. ✓ 5. Fit-up groove welds ( including joint geometry). a. Joint preparation b. Dimensions (alignment, root opening, root face, bevel). c. Cleanliness (condition of steel ✓ AISC 360-10 su rfaces). TABLE NS.4-1 d. Tacking (tack we ld quality and loca tion). e. Backing type and fit (if applicable). 6. Configuration and finish of ✓ access holes. 7. Fit-up of fillet welds. a. Dimensions (alignment, gaps at root) ✓ b. Cleanliness (condition of steel surfaces). c. Tacking (tack weld quality and location). 8. Checl< welding equipment - TASKS DURING WELDING 1. Use of qualified welders. ✓ 2. Control and handling of welding consumables a. Packaging. ✓ b. Exposure control. 3. No welding over cracked ✓ tacl< welds. 4. Environmental conditions. a. Wind speed within limits. ✓ b. Precipitation and temperature. 5. WPS followed: AISC 360-10 a. Settings on welding equipment. TABLE NS.4-2 b. Travel speed. c. Selected welding materials. ✓ d. Shielding gas type/ flow rate. e. Preheat applied f. lnterpass temperature maintained (min.I max.). g. Proper position (F; v; H, OH} 6. Welding techniques. a. lnterpass and final cleaning. b. Each pass within profile ✓ limitations. c. Each pass meets quality requirements. TASKS AFTER WELDING 1. Welds cleaned. ✓ 2. Size, length and location of ✓ welds. 3. Welds meet visual acceptance criteria. a. Crack prohibition. b. Weld/ base-metal fusion. c. Crater cross section. ✓ d. Weld profiles. e. Weld size. AISC 360-10 f. Undercut TABLE NS.4-3 g. Porosity. "4: Arc st riKes. ✓ 5. K-area. ✓ 6. Backing removed and weld tabs ✓ removed (if required) 7. Repair acJivities. ✓ 8. Document acceptance or rejection of ✓ welded joint or member. 4 34'-3" 5'-0" 14'-6" 9'-9" 5'-0" ,-r----1 5 I -_ 0 24" SQ.x3'-3" DEEP FOOTING 3/1 6 TYP. --0 / 24" SQ x3'-3" DEEP FOOTING __ J. : + ...L :+ + : + l+ + + T : + + + ,\ + + + : + + + ' + + + I :+ ++--+--tf :+ ' + + +: 1-i-+ _lJ I I T T Ti, i"T"+++++: :+ +-t-++} }"-+++++: :+ +++-tt :++++++: ,, +-L+"" I T I "Tf ~---1---.-i..---1-~-.-L.. __ _1-,._J I :+ I -L I ' 11 -i-1' ' I ...L + I L.1----'----l-- - F + + + + -F 7 · Cf '-f--'-f--'-f--FF--'-f--'-f---:---'-f--'-f-7 :=i=--'-f--'-f--'-f--'-f--=-7 : + + + + + -ft + + + + : + + + + + -ft : + + + + -ft :-+_!,+++:++++' :++++++::++ ++-: : + + + + + -ft + + + + : + + + + + -ft : + + + + -it J-L+-L+++: ++++' I +++++::++ ++-: : + + + + + -ft + + + + -} I cl-+ + + + -ft : + + + + -ft 1 :-+ + + + + : + + + + • + : :+-+ + + + + : :+-+ -L + + T :I : + + + + + -ft + + + + + -} : T + + + -ft : + + + + -tt l :+ + + + + + : -+ + + + + : . }"--P + + + : :+ + + + + :I : + + + + + -ft + + -+ + -} : + + + + -ft : T + + + -ft :+++++-:++++ +::+-+ ++::++ +++: : + + T + + --'t I + -T + -} : + + + -ft : + + + + -ft :+++++-:++++ +::+++ ++::++ +++: : + + + + + -ft : + +~--{i' -i--} : + + + -ft : -+ + + -ft it" + + + -i-r=--I jF' 7 --L + -i-+ : :+ + + + + : , :+ + + + r+-1 : + + + + +I -ft,_JLV T + + + -}I : + + + -ft i : -+ + +1 -ft :+ + + + + I : 4: I, + + + : :+ + + + + :1 I:+ -L , + + 1+ : i + T + + +I -ft +I + + -L -} : + + + + j -+ , +1 -ft LL---1----'----l----' ____ J L.l-------'----'-------1--J I L.l----l----1----l----l----1--'L.l----1----l----l----l---,-l--J rr ----------------r-7 ,,-+++Tr : + + + + + -ft :+-L++++: I + + + + + -+t :+-'-++++: : + + + + + -ft :+,++++: : + + + + + -ft 1,++++++: : + + + + + -ft l r-+++++: : + + + + + -ft :++++++: : + + + + + -ft LL ' ++++' Ii' +:, + + + + -jf l :+ 1+ + + + + :1 : +1 + + + + -ft L.l----1----l----l----l--_ _j.._J FF---F--+ --+ -'-f l'-f-7 : + + + + -ft :+ + + + I+ : : T + + + -~ -ft :+ + + + ,-, : + + + + -ft :+++ ++: : + + + + -ft :+++ ++: : --t-+ + + -tf~ :+++ ++: : + + + + -+t ~++-+-++: :+ +++-tt }"-+++++: : + + + + -ft :++ti--++: : + -\+ + + -ft '----l----l-_____ -J.. __ -J.._J F--'-f--'-f-~,f--'-f--'-f-7 =i=--'-f--'-f--'-f--'-f--'-f-7 :+-+\++-tt +++++-} :-++-f'++: ++++ +: :+ -~j-?;'\-ft + + + + +-} :-+++~-: ++++ +: :+ +++-tt +++++-} :-+ + + + + : + + + + + :1 i + + + + -ft + + + + + -}I :-++++_!,:++++ +: :+ +++-tt ,++ ++-} t+-+++++: ~_j_++ +: : + + + + -ft : + + + + + -} :-+++++: :+-+++ +: :+ +++-tt '+++,7 +-} IL + + + + r=+-1 f 7 + + -f + : : + + + +I -ffl-.l-----TV + + + + -}I :-+ + + + I+ : I+ + + + : I I+ + + +I -ft +I + + + + -} -J.._J -J.. __ __,. __ -J.. _____ -J.._J r -"" -----------------------------------~-------------------7\ _____ -____ _J 24" SQ.x3'-3" DEEP FOOTING 0--1 24" SQ.x3'-3" DEEP FOOTING PLAN VIEW p ELEVATION A 2. 3. 2 24" SQ.x3'-3" DEEP FOOTING r OUND HSSSx0.25 STEEL COLUMN, EMBED 0 POLE FOOTING , PER PLAN 4. HSS6X3X3/1 M, WELDED TO GIRDER AS SHOWN 5. STEEL ROOF PA W/MIN. #10 SCRE NOTE: & ANGLE CONNECTION BY MANUF. 16" 0 C ALL AROUND VERIFY ALL DIMENSIO LANDSCAPE ARCH'T REFER TO LANDSCAPE A ,IT DRAWING & DETAILS FOR M-JRE INFORMATION LEVEL BACKFILL PER SOIL REPORT STRUCTURE IS LOCATED NOT AT THE TOP OF THE SLOPE SHAD E STRUCTUR E DETAIL REc: 8 LC-5 03 3 ' ' r ! :! } ·.-.- -' o : '' '°[ I -of-----~ ~--------1~0•~:.C~•" ____________ _,,_ ' -y--·-<---------+-<=----'-'--~----! J\ ~ .. ELEVATION SECTION A-A .2. GON"f. r,-4 H()Hil:. 3ARt @ 15·· O.G. ::·· ... ~~o N·r. C:ONC. FOO rlNG iNi ~l-@ 12" C:..C:. l":!W@":3CTT OF ::TNG. ~:-\{ STmJ6 Vf.Ni~l:R PER LAN!)S AR.Cr.irr ~ :::_: ..,.ILE ('•'P "l'I:): -~ ~1ni:: ~ r>t'1,·1· •·•,::·' ~r-. ,-_, • ..,..,.,'l._,v f',,:-; . .., • ,; NOTE: VEHIFY Al.LU1MENS:ON~; WHH !PJ\ITJSG.~PI": AfW H'T REF"R TO •.AMl"''AP'' M'•~11•T : ... RA." ;-,;'l"G, 0 1·)1=~•~·,:c: ,::-o'R-~:~l')I',· ,:;,. • ., , I :-. 1.)1 _ , ...... __ .._. , ,,_. • ,__ : !NFCl~M.b,TION . LEVEL BACKFILL PH\ SO:L REPORl' V·J::T·SE: .. T::-ll: :~=~RST'CMU BLOGK MIN. 1 1/2" INTO rHE-FOOTING STFWCTUF~f IS::.OG.C..TE D NOT . .6.T THl: ';()? rn: THE SL.OPE SlGNAG E MONUMEN T DE TAI L 1 z '.'i "-w w !!!, I ,;( I C.L 1/4 SEE PLAN 5 POL E FOOTING DETAIL 1. STEEL COLUMN PER PLAN. 2. FLAG POLE FOOTING. NOTE: POUR BOTTOM PORTION OF FOOTING. SET UP STEEL COLUMN, TH EN POUR UPPER PORTION . VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCH'T REFER TO LANDSCAPEARCH'.T DRAWING & DETAILS FOR MORE INFORMATION LEVEL BACKFILL PER SOIL REPORT TRUCTURE IS LOCATED NOT AT TH E TOP OF TH E SLOPE 2 \cop 2019-0024 GOUVIS engineering 15 Studebaker Irvine CA 92618 Irvine te l 949.752.161 2 fax 949.752.532 1 Palm Springs tel 760.323.5090 DATE SIGNED: 8/16119 RESTRICTIVE NOTICE .!~ T HESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP, ANO All INFORMATION SHOVVN IS CONFIDENTI/\L TO All RECIPIENTS AND NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED.OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUil T FROM THEM· WllHOUT•VVRITIEN·CONSENl'OF- GOUVIS ENGINEERING CONSULTING GROUP COPYRIGHT GOUVIS ENGINEERING CONSUL TING GROUP 2008 ALL RIGHTS RESERVED PROJECT: Trevi so DEVELOPER: Lennar Homes of California ARCHITECT: C2 Collaborative LOCATION: Carlsbad San Diego CA REVI SIONS NO. DATE DESCRIPTION SHEET NAME: LANDSCAPE SPECIAL INSPECTION DETAIL & NOTES PROJECT NUMBER: 6495 1 ENGINEER: GE DRAFTER: GE ISSUED DAT PLOT DATE: 1/30/2019 08/16/2019 SHEET NUMBER: S-LS2 I 7 l CD J . CD _._):>--, f~il 11-· ~ • I 4"~ 11f. ~· ~· l ~-~nl I ;9) [ 1~1A-' I . - C ® -• ..... ri ' . . --~ ... c__ '--' ' I 1 - Q1) . - . l I -·'!.l,lji!', i 1, CD N l @ 7 -:~i~:1? t~- 7.==ri l C- l ~ ~' L , L(j_) j ~1- =r r.7R26(CA) L'.J RB 1 B( CA) .Mt MAIL BOXES TO BE INSTALLED BY OTHERS l t- r , 1-1.. . ~ l_J [ \ \ \ \ I urr--f-,, -11---1----1-LIGHTED KE.\\'. I 2' ' 2 13 27' ·--1 '<( , _ _J w u z --1 <( --l ( 27' 7 3 27' 8 3 MAP SIGN TO BE INSTALLED BY OTHERS \ \ \ '( \ \ ~ \ \ \ \,..-::: \ ' '-1 \ \ ~ . ,::: . V V ,r;, . LIGHTED KEY ~-1 MAP SIGN TO BE • (54)'1 • INSTALLED BY ;;,,--J ., f OTHERS _,# / R26{CA) f , .-,::::;:.. / Ai / R8 1A(CA) / d' 27' 27 -~ R8 1 B(CA) _ ___,_ t ~R26(CA) --_; OJ~,,"" ~t __ , -----(48: JJIJ [fjf.i• [lo~ (45) -c, ,I !J 1= 11 J (£.) ) I U\. """(fr ' r ~i ___ l 40 0 r: \,)11 l 11 {~')'.'.'./ 1 • 1 / J ] ,.,.,. 1 ! ¥-_ L ", /, I', (§7)_{-~- lr-' 24' '-~3) r ( lJt-·1 1> l [ i;ir . -~f-~r } [ ~q · l f i l + l 4-D ~~ .. 24'.., -,.. --_, _ R26(CA) '):_ m~l ~ ~ '\; J -R81A(CA) -; 24' 24' ~;E J • c ~-) II ) ~ ,'.j' !1 l ~MAIL-BOXES ~,.::;_-"""_t ~ ~-"// 3 16 /:.,_ ' -~ -/ ] \ ' \ WORK TO BE DONE(THIS SHEET ONLY) THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORD IN G TO THIS PLAN AND: STANDARD SPECIF I CATIONS(THIS SHEET ONLY) 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST VERSION. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST VERSION. 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST VERSION. 5, FHWA STANDARD HIGHWAY SIGNS, LATEST ENGLISH UNIT VERSION. 6. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST VERSION. 7. SAN DIEGO AREA REGIONAL STAN DARD DRAWINGS, LATEST VERSION. i -i 40 60 80 100 FE SS10,y K •< . f,1 )' ~ "" " 43595 p. Dec. 31, 2020 C/V\\. ~ DECLARATION OF RESPONSI BLE C H ARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THI S PLAN, THAT I HAVE EXERCISED RESPONS IBLE CHARGE OVER THE DESIGN OF THE PROJECT 1'S DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS ISTENT WITH CURR ENT STANDARDS • I UNDERSTAND THAT THE CHECK OF PROJECT DRAWIN GS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITI ES FOR PROJECT DESIGN. JOHN P. KEATING R.C,E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGIN EERS 4542 Ruffner Street, Su ite 100 San Di ego, Ca 92 111 (858)300-8800 STR 1 -6508-0NSITE-SIGNS.DWG (858)300-88 10 (FX) 9/16/19 Designe d By: HQL Drawn By: DVS Ch ecked By: JPK TO BE INSTALLED BY OTHERS ADDRESS SIGN ID STREET NAME (j) ANGELIA PLACE ® ANGELIA PLACE 0 ANGELIA PLACE © ANGELIA PLACE © ANGELIA PLACE © ANGELIA PLACE 0 ANCELIA PLACE ® ANGELIA PLACE © ANGELIA PLACE @) ARTEM ISIA COURT @ ARTEM ISIA COURT @ ARTEM ISIA COURT IN DICATION ADDRESS RANGE 6603-6623 6627-6647 6640-6649 6651-6677 6680-6698 6679-6699 6751-6769 6777-6797 6778-6798 161 1-1627 1641 -1661 1725-1745 -= ] =-] (.!) J lf?J))-1 [~] SIGNS COMMENTS ODD NUMBERS ODD NUMBERS ODD & EVEN NUMB ERS ODD NUMBERS EVEN NUMBERS ODD NUMBERS ODD NUMBERS ODD NUMBERS EVEN NUMBERS ODD NUMBERS ODD NUMBERS ODD NUMBERS -~i:, <( [ . :r • ""13'4..J SIGN ID @ ® @ @ @ @ @) @> @ @ @ CONSTRUCTION NOTES OJ INSTALL REGULATORY SIGN, SIGN TYPE 1'S NOTED ON PLAN. (3] PAINT WHITE CURB 1'S SHOWN ON PLAN. 0 CONTRACTOR SHALL INSTALL ADDRESS INDICATION SIGN 1'S SHOWN ON PLAN. SEE "ADDRESS INDICATION SIGN' SCHEDULE FOR SIGN DETAILS. 'ADDRESS IN DICATION SIGNS STREET NAME ADDRESS RANGE COMMENTS ARTEt.11SIA CO URT 1730-1742 EVEN NUMBERS ARTEMISIA COURT 1801-1821 ODD NUMBERS ARTEMISIA COURT 1840-1860 EVEN NUMBERS ARTEt.11SIA COURT 1877-1897 ODD NUMBERS AGAVE CIRCLE 6601-6611 ODD NUMBERS AGAVE CIRCLE 6604-6608 EVEN NUMBERS AGAVE CIRCLE 6670-6694 EVEN NUMBERS !'-,GAVE CIRCLE 6671 -6695 ODO NUMBERS SPARTINA COURT 6602-6608 EVEN NUMBERS SPARTINA COURT 6609-6625 ODD NUMBERS SPARTINA CO URT 6682-6698 EVEN NUMBERS PROPOSED SIGNS (THI S SHEET ONLY) LEGEND (THIS SHEET ONLY) {EXISTING CONDITIONS ~R26(CA) [BEGIN] R81A{CA) [END] R81B(CA) ---=tROPOSED STRIPING .... DATE INITIAL ENGINEER OF WORK PROPOSED STREET SIGN OR ADDRESS SIGN PROPOSED SIGN PANEL REVISION DESCR IPTION 00 MAIL ~g R24D(CA)(MOD1) PAAKING DATE INITIAL OTHER APPROVAL WJL ONLY N()ocr:~NG R24D(CA){MOD2) l(WI TO 31'11 I SH,ET I CITY OF CARLSBAD I SH1ETS I ENGIN EERING DEPARTM ENT FIRf LANE SJGNAGE AND STRIPING PLAN FOR: PO/NSffi/A 61 ARTMESIA courrr I CDP 14-J4 f/lJW 2017-0799 SOP 14-15 APPROVED BY: JASON S. GELDERT CITY ENGINEER PE 63912 EXPIRES 9/30/1 B DATE DWN BY: PROJECT NO, DRAWING NO. DATE INITI AL CHKD BY: C. T. 14 -10 -CITY APPROVAL RVWD BY: CDP 2019-0024 I 9 OUTDOOR DIMENSIONS ' :r \ l\j I I 1 I\ I\ REVISIONS: \I 11 I • 271 .. I I I 'W~1 1 1 I ~ I ' I CL f <( ~-n i' ~ ~ zl I <( I I I I I I l ,~ . I I I . ,~RTEM ISIA COURT \7• -( I 1 I ' I I 27' I • 7i \ \ I A I I G----,,;✓ 'I f ,. I I • .• I I . , • \ , I 11 ' I I II 1 I• ) ', ( ' 1641-1661 1 ODD ➔ I 1725-1745 1· o-1-D I 6671-6695 i ODD ➔ ssii-;300 I 1' 1.20 \ I I j ~ I l \ ! I I I \ I 24' ........ \. I \ I r"' :~;~~;:~745 : ODD I ➔ ' i 1730-1742 , j EVEN I . ~ I I I ~----, 6602-6608 j 1 EVEN I I ➔ I 6609-6625 II j ODD . ~ 1.21 I I J l 1730-1742 EVEN ➔ 172S-1745 ODD l ~ ' --__ J ' --, ' 6609-6625 II ODD ➔ 6602-6608 1 EVEN ~ I ... -_ _J SALES REP: TM i 6682-6698 I ; EVEN I i ➔ · 66%·:aoa i 6609-66l5 : ODD 1' DATE: 10/29/1 9 DESIGNER: CN 124' l 24• I f r"'"" .. I I 24• I • llo/ i i 6603-6623' ODD ➔ 1.01 6679-6699 . ODD ➔ 1611-1627 ODD ~ 1.06 : 1840-1860 EVEN ➔ 1725 -1745 ODD 1' 1.15 I I I 6751-6769 ODD ➔ 6 777•6797 ODD 677 8-6798 EIJE li 1' 1.07 J -~==, 1077-1897 II ODD ' ➔ ! 6604-6608 : EVEN ~ 1.16 LEGEND i 6640-6649 : : ODD & EVEN i ➔ . : 6627-6647 ODD ~ 1.03 660Joisu , ➔ 1877-1B97 ! ODD ~ 1.17 --RES ID ENTIAL 0 = SIG N ID 6651-6677 f ODD I ➔ i : 66B0-6698 1 EVEN I ~ 1.04 ' _, I 6680-6690 . EVEN ➔ i 6651-6677 I ODD '- ~ --_ _I 1.05 1611-1627 ODD ➔ 1641-1661 ODD 1' 1.10 WAVFINDING MAP NORTf--1 CDP 2019-0024 • 2 3/e," • • 2 3/e," 24" 22" • • 4" • 24" 1 FRONT VIEW: SCALE : 1 "=1 '-0" OUTDOOR DIMENSIONS 5325 E. HUNTER AVENUE ANAHEIM, CA 92807 714-578-9555 FAX 714-693-9578 PROOF: (Initial) & CLIENT APPROVAL: □AS SHOWN 0 WITH CHANGES • 2" • 2 " • 3" • • 2 " • • 3 " • ffi ffi (Please Check Box I CLIENT SIGNATURE ---1 1 B ---1 3 A 3 A 4 3 A 2 B ill & ill & DATE • 2 " • • 3 " 1 5/e,. • • 3" • 4" 2 SIDE VIEW: & & SCALE : 1 "=1 '-0" YOUR SIGNATURE ACKNOWLEDGES FULL APPROVAL OF DESIGN LAYOUT AND CONTENT. RELEASING OUTDOOR DIMENSIONS FR OM RESPONSIBILITY IN REGARD TD INCORRECT DESIGN AND INFORMATION. THE COLORS SHOWN ARE ONLY REPRESENTATIVE OF ACTUAL PMS COLOR CALL OUTS. FINAL COLOR Will BE MATCHED AS CLOS[~Sl'lfo':JIU ~. DUE TO MATERIALS USEO. 4 TOP VIEW: SCALE: 11 /2" =1 '-0" (~) IT] 1/4" th ick pa inted alu minum backer pane l ([)11] 1/8" th ick pa inted alum inum face pa nel; sec ured to backer pane\-------''.ll__- s with doub le sided tape•-]f)r--__.~-------.--- pressed st ee l, zinc plated & pa inted post cap E oxy ad hes ive 4", 1/8 " wa ll pa inted alum inum square tube post and sil icone adhe sive r----f--2s~t a~in~less steel countersunk fa steners; hi dden by face pan el f inish grade 3 " min. 1-----1'-0" dia. ----' 3 SIDE SECTION VIEW: DESIGNS ARE THE PROPERTY OF OUTDOOR DIMENSIONS UNTIL PURCHASED BY CLIENT. SCALE: 11/2"=1' -0 " 6h CONCEPTS: □ co ncrete footing 3" WORKING □ DRAWING: SF-WAYFINDING SIGN IT] BACKPANEL : 1/4" THI CK PA INTED ALUM INUM 11] FACE PANEL: 1/8" TH ICK PA INTED AL UMINUM [TI COPY: CUT-OUT VINYL [I] [1] PROTECT IVE SAT IN CLEAR COAT APP LI ED TD FACE PANEL AFTER ALL COPY APPLIED MOUNTED ON 4" SQUARE PAINTED ALUM IN UM POST -1/8" WALL. POST CAP TO BE ZINC PLAT ED PRESS ED STEEL -JANS EN (p/n :SP C4PL) FONT-SOHO STD MED @ □WH I T E ® FRAZEE CL2877N "D I ES EL" QTY: 23 SEE 8.03 FOR SEQUENCING DATE: 10/29/19 SALES REP : TM DESI GNER: CN PROOF: JG .50 Hni lia l) CDP 2019-0024 24" • 23/e," • 22" • 4" ------- 20" 18" REFERENCE ONLY 1 FRONT VIEW: SCALE: 1 "=1 '-0" 1.11 2 SEQUENCING SCALE: 1/2"=1'-0" OUTDOOR DIMENSIONS PROOF: (ln;t;al) Lr, --[DID --[ill) --[ill) --0 1----[ill) 1725-1745 ODD ➔ 1730-1742 EVEN ~ 1.12 5325 E, HUNTER AVENUE ANAHEIM, CA 92807 714-578-9555 FAX 714-693-9578 CLIENT APPROVAL: (Please Check Box) □AS SHOWN 0 WITH CHANGES CLIENT SIGNATURE 1730-1742 EVEN ➔ 1725-1745 ODD L ~ 1.13 ffi DATE 1.14 6603-6623 ODD ➔ 1.01 6679-6699 ODD ➔ 1611-1627 ODD ~ 1.06 1040-1060 I EVEN , ➔ 1725-1745 ODD 1- 1.15 ffi 6627-6647 ODD ➔ 6640-6649 ODD & EVEN ~ 1.02 6751-6769 ODD ➔ 6777-6797 ODD 6778-6798 EVEN 1- 1.07 1877-1897 ODD ➔ 6604-6608 EVEN ~ 1.16 YOUR SIGNATURE ACKNOWLEDGES FULL APPROVAL OF OESIGN LAYOUT ANO CONTENT, RELEASING OUTDOOR DIMENSIONS FROM RESPONSIBILITY IN REGAR OTO INCORRECT DESIGN ANII INFORMATION. THE COLORS SHOWN ARE ONLY REPRESENTATIVE Of ACTUAL PMS COLOR CALL OUTS. FINAL COLOR Will BE MATCHED AS CLOSE AS PO,~l l OUETO MATERIALS USED. 6640-6649 ODD & EVEN ➔ 6627-6647 ODD ~ 1.03 16777-6797 I ODD ! ➔ l _ -~- 1.08 6601-6611 ODD · ➔ 1877-1897 ODD ' ~ 1.17 DESIGNS ARE THE PROPERTY OF OUTDOOR DIMENSIONS UNTIL PURCHASED BY CLIENT. 6651-6677 ODD ➔ 6680-6698 EVEN ~ 1.04 6778-6798 EVEN ➔ 6777-6797 ODD ~ 1.09 6604-6608 EVEN ➔ 6601-6611 ODD 1- 1.18 ,,fu CONCEPTS: 6680-6698 EVEN ➔ 6651-6677 ODD ~ 1.05 1611-1627 ODD ➔ 1641-1661 ODD 1- 1.10 6670-6694 EVEN ➔ 6671-6695 ODD 1- 1.19 □ WORKING DRAWING: 6671-6695 ODD ➔ 6604-6608 EVEN 1- 1.20 6609-6625 ODD ➔ 6602-6608 EVEN ~ 1.22 □ SF-WAYFINDING SEQUENCING IT] BACKPANEL: 1/4" TH ICK PAINTED ALUMINUM I}] FACE PANEL: 1/8" THICK PAINTED ALUMINUM [I] COPY: CUT-OUT VINYL @J PROTECTIVE SATIN CLEAR COAT APPLIED TO FACE PANEL AFTER ALL COPY APPLIED I [I] MOUNTED ON 4" SQUARE PAINTED ALUMINUM POST -1/8" WALL POST CAP TO BE ZINC PLATED PRESSED STEEL -JANSEN (p/n:SPC4PL) FONT-SOHO STD MED @D WH ITE (ID FRAZEE CL2877N "DIESEL" \ DATE: SALES REP: DESIGNER : ' PROOF: llniliall QTY: 23 SEE B.01 FOR DETAILS 6602-6608 EVEN ➔ 6609-6625 ODD ~ 1.21 6682-6698 EVEN ➔ 6602-6608 EVEN 6609-6625 ODD 1- 1.23 10/29/19 TM CN JG .50 CDP 2019-0024 ' ' ,, 3 '-3" 1 ½" t 1 ½" --•>----- \ 3'-0 " 6" -½" 18" ---- 1 FRONT VIEW: OUTDOOR DIMENSIONS 5325 E. HUNTER AVENUE ANAHEIM, CA 92807 714-578·9555 FAX 714·693·9578 SCALE: 3/4" =1' -0" PROOF: (Initial) & ffi CLIENT APPROVAL: (P lease Chec k Box) □AS SHOWN 0 WITH CHANGES CLIENT SIGNATURE \ ' - DATE '! EQ. t EQ. t 6 " t 7 I 3 ~ -I -. -.. -• 2 -• ~ [ - ·-. ----~ -: l 2 FRONT VIEW: SCALE: 3/4"=1'-0" EQ. EQ. 4 TOP VIEW: SCALE : 3/4"=1 '-0" IA YOUR SIGNATURE ACKNOWLEDGES FULL APPROVAL Of DESIGN LAYOUT AND CONTENT. RELEASING OUTDOOR OIMErlSIONS FROM AES P□rJSIBILITY IN REGARD TO INCORRECT DESIGN ANO INFORMATION. THE COLORS SHOWN ARE ONLY REPRESENTATIVE Of ACTUAL PMS COLOR CALL OUTS. FIIJAL COLOR Will BE MATCHED AS CLOSE AS POSSlflLE, DUE TO MATERIALS USED. 1 2 " ,-7 I I I I I . 7 I I I I 3 I I I I I I I I L __ _J DESIGNS ARE THE PROPERTY OF OUTDOOR DIMENSIONS UNTIL PURCHASED BY CLIENT, 1 2" 3 SECTION: SCALE: 3/4"=1 '-0 " ,fu CONCEPTS: □ WORKING □ DRAW ING: SF-DIRECTORY 1 IT] CMU BU ILD -UP [I) STONE VENEER [Ij PRECAST CONCRETE CAP 1 [TI CONCRETE FOOT ING -STRUCTURAL ENG INEER [TI COMPACTED SUB -GRADE [I] FINISHED GRADE I}] ALUM INUM DIRECTORY BOX . INTERNALLY LIT [I] DIRECTORY MAP 1 [I] WELD PLATE. SIZE AND TH ICKNESS PER STRUCTURAL ENG INEER COLORS TBD BY CLIENT ARTWORK FOR DIRECTORY MAP TO FOLLOW DATE: 10 /30/19 SALES REP : fM DESIGNER: CN PROOF: JG .50 (l niti illl CDP 2019-0024