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HomeMy WebLinkAboutPS 2019-0114; TREVISO MONUMENT SIGN; Sign Permits/Programs (PS)J (city of Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov be-v t<fo&o PLANNING AP,.PLICATIONJ!. 4~-io I 9.,... O I J <.J. REC'D BY S.~~ C(_ DATE · It / fd I / 9 SIGN FEE •~ I, 1 . J2-{Z- SIGN PROGRAM FEE ----------RECEIPT NO. l 9 3 I 0(2 IQ} ..002,. 7 j>o ie NOTE: AN APPOINTMENT IS REQUIRED FOR SUBMITTAL PLEASE CONTACT THE APPOINTMENT SPECIALIST AT (760) 602- 2723 TO SCHEDULE AN APPOINTMENT. "SAME DAY APPOINTMENTS ARE NOT AVAILABLE* All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information: 1. North arrow and scale. 2. Location of existing buildings or structures, parking areas, and vehicular access 'points to the property. 3. Location of all existing and proposed signs for the property. 4. Distance to the property line(s) for all proposed freestanding sign(s). 5. Provide an elevation for all proposed sign(s) which specifies the following: A. Dimensions and area for all existing and proposed sign(s). B. Materials the sign(s) will be constructed of. C. Source of Illumination. D. Proposed sign copy. APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED APPLICATION FOR D THE APPLIC . ION FEE. A . . weeks Name of Project: --+....:.....::::;..,i:~.-..ii...L---=-__:_~~~-~.....J-.:.....J.e..=--"'""'--....-.:::-r::-----r~ Address of Project: -..::+-J=:.=.c-~UL...--'--..!..-.C,_,-=-~-=---~~__,__,_--" __ ~=--=--:"--'-~"' ~ Assessor Parcel Number: ---=.c:....:..-------'=---=-~-_.,_.,:...c:z:=,,_---..:~~-------- Related Planning Case Number(S): ___________________ _ TYiOF DEVELOPMENT: (a) Residential (d) Commercial (e) (c) Office/Industrial (f) Hotel/Motel Service Station Prof. Care (g) Theater (h) Gov'UChurch/School (i) Public Park SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA u) Produce Stand (k) Nursery (I) P-U/0S Zone Yes □ No~ Specific Plan Number ____ _ VILLAGE REVIEW AREA (/fyes, please complete information on page 3) Yes D SOUTH CARLSBAD COASTAL REVIEW AREA Yes 0 SIGN ORDINANCE: Yes O No O COASTAL ZONE: Yes ~No- P-11 Page 1 of 4 Rev. 02/28/18 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall Suspended/Projecting Directional Canopy Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes O No O Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER SIGN SIGN SIGN ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT Pole** bO Monument** l ~DSP-$;/SF ~/ I ,t;"/ Wall Suspended/Projecting Directional Canopy Freestanding** (Project Identity) Digital Display PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction** For Sale** Banner Interim **Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for potential sight distance and visibility issues. Additional information must supplement this application showing how the proposed signage will not encroach into the public right-of- way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs. P-11 Page 2 of4 Rev. 02/28/18 .... SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN APPLICATIONS The following example illustrates the information that is required for all pole, monument, and freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed · for potential issues by the Transportation Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. I I l I P/L • Sight Distance Requirement • I . Show building ls . I I . . I . . I , : I . , ___ j Show setbacks from all curbs --- ' . I : I ' : I . I Show all property lines I . . P/L : . . I . : . I : curb line : : . . . ----------~-- • • Sight Visibility I Street Name(s) (i) I I North 21.41.080 Sign design standards Relationship to Streets: Signs shall be designed and located so as not to interfere with the unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any pedestrian, bicyclist or motor vehicle driver. Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight distance requirements at any public or private street intersection or driveway. EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA Total Building Square Footage: ________ sq. ft. Total Building Street Frontage: linear ft. Total Signage Allowance: sq. ft. Existing Signage (sq. ft.): sq. ft. Remaining Sign Allowance at Present: sq. ft. Proposed Signage (sq. ft.): sq. ft. Remaining Sign Allowance After Proposed Sign: sq. ft. VILLAGE REVIEW AREA Total Signable Area: sq. ft. ---------Tot a I Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. Total Projection from Wall Face: inches P-11 Page 3 of 4 Rev. 02/28/18 PROPERTY OWNER NAME PRINT OR TYPE & 1/'I.I/\CA \l Ha 1/V\e s MAILING ADDRESS CITY STATE ZIP TELEPHONE I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY NOWLE APPLICANT NAME PRINT OR TYPE MAILING ADDRESS I CERTIFY THAT I AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT ALL THE ABOV INFORMATION IS TRUE AND CORRECT TO T E a?J/F MY KNOWLEDGE. (Zioz ~ ~ l /IC, -------1--c..:..__c;._ _____ _ DATE DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: ❖ In right-of-way ❖ In visibility triangle at corner 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved rou~te opy to Data Entry APPROVED: Planner: ~ ~ ¥= Date: I ( ,/2--1,/ J !J t," P-11 Page4 of 4 Rev. 02/28/18 w I : l I • i ••• • I ' I l cl t I / I _,a N A. 9 ■--■' -I -u :-rl . _. -· I I i .c '1) l I u z IU rn KEYMAP Not1oScole V:\LEN102-P<linsetlio 81\C2\'P1' (Produdion Phase 1)\LC-105---LEN102~P1.dwg Jul 17. 2019 4:21~m 55 PLAN3S ANDSC Cefl , l le_ ~ 'iH-,~>.-E.111 ~ n 0:::0... ~7 -r--J-1 CAL Coyote Roll bar to on ly occur on the perimeter fence and gates. SITE FURNITURE SCHEDULE: KEY DESCRIPTION DETAIL I SF-I I Bench (T atal 2) - ISF-2 1 lounge Chai,s (Total 6) - ISF-3 I Piaiic Table (Total I) - ISF-4 1 ADA Piaiic Table (Total 1) - ISF-5 1 Trosh Con (Tola/ 3) - ISF-6 1 Hot Coo/ Container (Total 1) - ISF-7 1 Pet Waste Station (T otol 3) - ISF-8 1 Mailbox (Tata/ 4) 7/LC-5.02 ~II -I ' ' ' '-' REFER TO C2 COUABORATIVE SLOPE PLANS (DWG 507-2L) FOR THIS AREA " ' SA-~" ,- " ' ~ ,, ' ' " '-\_ ' " " TYPICAL ENTRY ENLARGEMENT LEGEND: Plan Type Detail Typical 'Plan IA' Entry Enlargement 1/LC-5.05 Typical 'Plan I 8 Entry Enlargement 2/LC-5.05 Typica l 'Pion IC Entry Enlargement 3/LC-5.05 Typica l 'Plan 2A' Entry Enlargement 4/LC-5.05 Typica l 'Plan 2AX' Entry En largement 5/LC-5.05 Typica l 'Plan 28 Entry Enlargement 6/LC-5.05 Typical 'Plan 2B>: Entry Enlargement 7/LC-5.05 Typical 'Pion 2C Entry Enlargement 3/LC-5.07 Typical 'Pion 2<::t Entry Enlargement 8/LC-5.05 Typical 'Pion 3A' Entry Enlargement 1/LC-5.06 Typical 'Plan 3B' Entry Enlargement 2/LC-5.06 Typical 'Plan 3C Entry Enlargement 3/LC-5.06 Lot 21 & 50 'Plan 4/1! Entry Enlargemen 4/LC-5.06 Lot 22 'Plan 4B' Entry Enlargement 5/LC-5.06 Lot 34 'Pion 4C Entry Enlargement 6/LC-5.06 Lot 56 'Pion 4A' Entry Enlargement 7/LC-5.06 Lot 45 'Pion 4B' Entry Enlargement 8/LC-5.06 Lot 39 'Pion 4C Entry En largement 1/LC-5.07 Lot 5 J 'Plan 4C Ent,y En largement 2/LC-5.07 CITY OF CARLSBAD APPROVED -/~~12 < -~ , orTraffiDivisian ', . ' ' /; " ~ /7 ~-........._ ~ _,,;/ ~ ,', '~ lcoP 201 e-0024 I SITE AMENITIES SCHEDULE: KEY DESCRIPTION IS4-1 I Shade Structure at Lower Parx BBQ Island of Lower Porl. Ploy Equipement PAVING SCHEDULE: KIEY DESCRIPTION @] Concrele Sidewalk I P-2 1 Concrele Driveway I P-3 I Concrele Paving I P-4 1 Special Concrele Paving I P-5 I Concrele Steps I P-6 I Color Concrete Accent @ Mato,court Entry I P-71 Concrele Curb @ Playground I P-8 I Playground Surfacing I P-9 I Decomposed Gronile IP-IO I Concrele Stoop (3' x 3') IP-17 1 Concrele Curb WALL SCHEDULE: KEY DESCRIPTION I W-l I Slump Block Wall wl Sack Finish -·-·-·- IW-2 1 Slump Block Pilaster IW-31 Low Slump Block Woll ------- ~ ,. .. L"::=J U V FENCE SCHEDULE: KE'f @] I F-2 1 I F-3 I DESCRIPTION Tubular Steel fence Vinyl Fence at Retainin Wa ll ence at a -----_ ........... - GATE SCHEDULE: KEY DESCRIPTION DETAIL 8/LC-5.03 7/LC-5.04 ' ·i · .8/LC-5:04 : .:, '.'. . . . . . '. DETAIL 1,2/LC-5.01 1,2/LC-5.01 1,2/LC-5.01 I ,2/LC-5.0 I 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-5.0'2 5/LC-5.01 ... " -,. ~ U/ - DETAIL 5/LC-5.01 7/LC-5.01 3/LC-5.02 8/LC-5.07 DETAIL 3/LC-5.02 ,, 23 ~ -V"""' .1/ I G-l I Vinyl Gate CONSTRUCTION KEY NOTES: (D SightLJne G) fire Hydront per Othe,s 0 T ronsforrner per Othe,s G) Shovel Cut Header Slreet Ught per Electrical Engineei's (Candela) Ughting Plan L (j) Utilny per Othe,s UO[S[hlQ !lW8Jl.JO.:J 03/\0tidd't/ 0 '1'8S7~'1:> ::fO Al.I:> IG-2 I Tubular Steel Gate §] Mainlenance Access Gale SIGNAGE MONUMENT 4/LC-5.02 3/LC-5.02 r------....l.L.,.,:V:;Jl'f O C.. 0- SJGN PERMIT NO. PS U>J 9 -o 1 1 t Retaining Woll per Civil Engineer's Rough Groding Pion Aspha~ per Othe,s I. REFER TO C2 COUABORAT/VE SLOPE LANDSCAPE PLANS (DWG 507-2L) FOR AREA OUTSIDE OF UMIT OF WORK. APPROVED FOR IRR IGATION AND PLA NTING ON LY, INCLU DIN G PREC ISE LOCATION OF PLAN TI NG AREA. "A S BU I LT" APPROVED ,;v DATE NOTES: 1. BUILDING .__ ______ ___.. __ -11 @ ADA Ramp per Civil Engineer's Plan 2. REFER TO POINSITTIA LANE IMPROVEMENT PLANS FOR MEDIAN INFORMATION. PAUL L. HADEN RLA 1972 DATE EXP . 02 /28/20 Refer to Sheet LC-0.0 1 and LC-0.02 for Construction Schedu les and Notes. 2. Refer to "Typ ical Entry Enlargement Legend" and Details for all entry walkway/step layout. 0 10 20 Scale: 1' = 20' PREPA RED BY: Landsecpe ArehilechJ re Urban Design Planning Habilat Resioration 100 Avenido Miramar San Clemente California 92672 Phone 949 .366.6624 Fax 949.366.6626 www.thocollaborotivewest.com 40 OWNER: @ Parking LENNAR® LENNAR HOMES 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)-349-8101 REVIEWED BY: LC-!.03 INSPECTOR DATE 1-7-/1~9/-19+--+-1-C_lie_nt_Re_vis-ion_s ________ l----+--+----I-----< I SHE6ET I CITY OF C.A.RLSBAD ~6 PLANN IN G DI VISION Ll_j ~==-'==========:...::::::=:::::::: LANDSCAPE IMPROVEMENT PLANS FOR: POINSETTIA 67 PRODUCTION PHASE l CONSTRUCTION PLAN CDP 14-3 PU D 14-12 SOP 14-15 t----+--+----------------t----+---1-----1----a 1-=-AP_P_R_o_v_Eo_: ___________ ---- PLANNI NG DATE OWN BY: PROJECT NO. DRAWING NO . DATE INITI AL DESIGNER OF WORK RE VISION DESCRIPTION DATE INITIAL DATE INI TIAL OTHER APPROVAL CI TY APPR OVAL CHKD BY: LPC 20/8-0037 507-2M RVWD BY: CT !4-!0 CLI ENT RE VI SIONS: July 19, 2019 JacMim 3 24' Lou Nob 5 36' JocMim 2 24' ~ ' . , I ' ' ' I " I 4,4 PIAN 3CR L----,; 1 14'.:.9 FF 'H!:>.2 -:.,c,. T ronsformer -,;;C(IJ ,t~o~ro.:!..Ma~rlt----- ...---,~~.ll, 4 15 g r,,, '-'-'""-'-'--'-'-'-"-'-'-"+'"""" Jun Seo 24' Tri Con 3 24' I I 2 36' 2 24' (" I , -' / , :_~-j -~~ ~ .--~- I ~: l _,_,_, __ ,J I .s----,----- --s---------ill -------L!!L• ------I --------------\==== ------==:;:-==-Mat~hline :s;;sh;et lP-1.02 1-----, '.;so s 0 Lou Nob 1 36' Arb Une 1 24' Oro Mar 2 15g LJgJap 6 15g ?J'-IDS c,en, L;r: ,., 0 'A---A-r.".::: ~ n , >fi=(V-:;,'"" Q::'l.. 1',)-----1 i9nolure . 2/28/20 NOTES: 1. Refer to Sheet LP-0.01 and LP-0.02 for Planting Schedules and Notes. 2. Vin es/Espa liers ore shown on opposite side of wolf for clarity purposes. PREPARED BY: L<ind,cape Archil8clure Urbon Design Planning Habitat Res10ration rn KEYMAP NottoScole V:\LEN102-PorisoUio 87\C2\"P1' (Production Ph,;,so 1)\LP-10J-W1102-P1.dwg J1,1I 17, 2019 4:23pm --- 51 f'W/4C ~~3.£ =f 2U9 P.lO ti ts J Maintenance Access 0 10' 2(J 100 Avenida Miromor San Clemente California 92672 Phone 949 .366.6624 Fax 949.366.6626 www.tt1ecolloborativewe.,t.com 40' OWNER: \ \ \ \ Right of Way \ \ REFER TO C2 COLLABORATNE SLOPE PI.J.NS (DWG 507-2L) FOR THIS AREA LENNAR® LENNAR HOMES 25 ENTERPRISE ALISO VEJO, CA 92656 (949)-349-8101 Brake 3 24' 1. REFER TO C2 COLLABORATNE SLOPE I.J.NDSCAPE PI.J.NS (DWG 507-2L) FOR AREA OUTSIDE OF LJMIT OF WORK. 2. REFER TO POINSffilA I.J.NE IMPROVEMENT PI.J.NS FOR MEDIAN INFORMATION. 7/19/19 I Oierrt Revisions 1 36' Maintenance Access I CDP 2019-00241 SHRUB SCHEDULE: SYMBOL @ @) 0 0 @ 8 @ 0 0 0 @) @ @) 0 (§) @ ® 0 © § @ ™ LP-l.03 Lill 3 BOTANICAL NAME COMMON NAME Aloe 'Blue Ell' Blue EH Aloe Bougainvillea 'I.a Jolla' Lo Jolla Bougainvillea ;aponica Green Beauty Boxwood ;aponica Green Beauty Boxwood Callistemon 'liftfe John' little John Dwarf Boff/ebrush Callistemon cilrinus 'Jeffersil Pink Bottlebrush Camellia sasanqua 'Shishi Shishi Gashira Camellia Goshiro' arissa macroca,pa ' 'Boxwood Beauty' Carissa Bea Dieles Bico/or Forlnight Lily Hermerocallis 'Purple Galaxy' Purple GalaX'f Daylily Lantana x 'New Gold' New Gold Lantana Lantana 'Spreading Yellow' Spreading Yellow Lantana Lantana montevidensis Purple T roiling Lantana liguslrvm iaponicum 'T exanum' Woxleof Privet Rhophiolepis indica 'Ballerina' Ballerina Indian Hawthorn Rhaphiolepis indica 'Garo' Indian Hawthorn Rosa Roribunda 'Burgundy Ice' Burgundy Iceberg Rose Rosa x 'Noalesa' Yellow Carpet Rose Rosmarinus officinalis 'lngromi/ 'lngramif Rosemo,y osmarinus o man Romon Beauty Rosema,y Bea T rachelospermum iasminoides Star Jasmine Iva hayesiana Hayes Iva APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" PAUL L. HADEN DATE RLA 1972 EXP. 02/28/20 REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: POINSETTIA 61 PRODUCTION PHASE 1 CDP 14-3~ PUD 14-12 PLAN TlNC PLAN SOP 14-15 f---+----+-----------------+---+---f---1----4 1-AP_P_R_o_v_E_o_: ---------------- PLANNING DA TE DATE IN ITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC 2018-0037 507-2/v! RVWD BY: CT 14--!0 CLIENT REVISIONS: July 19. 2019 .~,.~ LEGEND J. P.1. P. concrete counter top. 2. #4 rebar @ 24" o.c. each way@ center of concrete slab 3. 8 x 6 x l 6 Slump block grout fill all cells -#4 rebar@ 24" o.c. each way 4. Built-in Stainless Steel Charcoal Grill 5. Concrete footing with #4 rebar@ 24" o.c. 6. finish surface/grade per plan. 7. Isolation ;oint per detail l /LC-5. 0 7 Com oded subgr□de per soil report. ( 9. F I Receptacle. ) ;;:... '-.____.,-....,,-__.. . ...____A...A...-ili NOTES A Contractor to submit shop drawings and manufacturer's information for all components. B. Comply with barbecue manufacturer's instructions and a ll codes regarding installation. C. Refer to Construdion Schedule LC-0.01 for colors, types, finishes, and manufacturer's applications. D. Sealant used on countertop shall be Food and Drug Administration approved. E. Secure BBQ to prevent theft. Block colo r to be 'Lo Poi Grout color to be Spec Mix 'Medium Tan' (f of Grill 11'-2' FRONT ELEVATION --.--;--.,-·,,. .,. :;-::. •:::~•8{/····,;~;.-::':,.~:-;·.:;-. __ :·:·:··-:-·:-.['""•'."".·.:-:-:-:-· .. _. .. '";;.·7::;~~:l+¥.\i::,:.::;,fai:_, •. ...... , .. . :-~; ::._ .-"-" -.. -.. -.. -./ .;;;-:~ a.•.,·.· ?-011 (f of Grill 4'-2' 2'-10" ~ ~ Q) >i u u 0 <( < ~ ¼-<? ~ J" . c:: 0:, . .s SECTION C'< < . ·-.-_-,,. -· ... __ ~·. : \ . ·•-•·. :q:·\ii/ ·-·::.:.:::.... _··_:__:::.___:_:__: ::J 211 all corners --+-J __ 4'-_7" -~-+-t 0 LEGEND 1. Decomposed granite paving. 2. 95% compacted sub -grade. 3. 3/16" x 4" steel header (Factory painted brown) 4. 15" steel stoke al 30" o. c. max. 5. Finish grade. Align BBQ.dwg Scale: 1 /2" = 1 '-0" NOTES A Refer to Paving Schedule for additional information. 2 DECOMPOSED GRANITE PAVING 1-1/2" = 1'-0" PV-DG-0 J.dwg :::;a:·::c i"'StGN#lGS:.:f.vlONUMENT ".)/;,; ,,::: ; ::,:i: : .f '"' ,,.,,, .. h,:.,.D; · ... • : .. .'• )/ --! -..... , ··•·•··•· •· } ·••X ,,,;,,,;,,, •• ; .,.. : • :. ):;ht:.:>•·• :,u:t;; .. ,:. ;:.::t❖;\;,:,: .. :: •• K.::::G.l~i,....... 2 .... ;:: . -· : : :} ;_;,r-1'---11_:_9/_19t------t-L~_;_a;e'---nt-'-Revis_:_' io'---ns--------t----t----t-----t------, , ... j =f==-.•:. :❖• • ,,.;;:~: ;,: .; :.: ::.::::: :., , • ::::~:.: •••• •.,-:;;,,,;;• ••• ;,., •, '-, ••,~-,::;:,.,:•.•::-:: ~::~:'.:;:;• l ,t=-\: • ;-••• :;:,.,, •~-. _,;,;. ,W n~.,:, • • • . .-:::-: . ;•; • .,,_.~ :•:" , , ,• • / -~,• •'•';•:•;-;:. ,,, ••, H • ••• •:•,• ::: ••• -:•,; •,•:•,•: :i • •• •,•,•••,-.-'•,•:{•,-:•,•••.-~: ❖'❖:-.-,•••,-,:.-••,-,❖•••••••..-• ,,,} ::(:, =:;,;: ,.;;::;. /:_'.i;~,: ·,•, ,., -~/)'.:~;::;r--':-! •.; •'• ~:~-•••• •..;, • •.·,••·•• -~: :"' ' /'•.~ :❖ : __ ;; '•::-:.:-:;.' •<: •. •;:• .• '11--------1----+-----------------------------+-----+----+----+-----4 Lill 0 lcoP 2019-0024 I LC-5.04 FOR IRRIGATION AND ONLY, INCLUDING PRECISE OF PLANTING AREA. APPROVED PLANTING LOCATION "AS BUil T" PAUL L. HADEN DATE RLA 1972 EXP. 02/28/20 REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD LJ§J PLANNING DIVISION 6 -~:.:;,,..,~;\.__,.,_-~~1'~~~ .... _A_"'-..;.c~~"'-~~ .. ~--: ... ...:;.~_.,..___::;.:::·c..~"--:...%'--~~-~:~~_:·¥.-2~ ... ~:..--=-:~~ ... -~-~--:--__...'-..,~-":'---·~_,,,.;..:..,.,...,___.,...,__.,...__~.,~-'-,, ... _.A.:..:~~.,~.:..-"'--''--t :x.:..:;..:.:...,,..-;._ ~:C:-,.:..A_.¢-,-_,,c ::c...:..::·:.s-:::~::--e :_e~:~..::-~~J:J."--~;:....,:.."">-··~~~~-~~~J, ... _A_~-:0 . ..; .. : . .._s_..:A--✓<11---------I------+--------------------------------+------+------+-------+-----~ ; -~:-:. . --r -~ .-. =-~-., '1.::: __ • i ._:.:,., . . • . , -· ,: ·-.-:-::. •, -·-:-:\.::: •• _._._._,::, • • :;: :-. . f . :::' _. ______ ::.: ... :._ :-.·=:-· .: , . ~: .... ;: : ~ ,. : :·\.: ; ... -r-, • ·-: • --.-, • -. . .•, , .-:L ::: : --· · ::: . : -· ---;:: . ,:-.•: :~:.::~:j: :: :::::, . , : _:::,: _):.,: ·-· ,' : .. _ .. :, ,; , : :.:::-··:-.~.-.. ~ ,:--.: ,_;;'.,: ... :_:,:_:_:, ... .° '. :,:: ___ .:: :.: . ::-• ;_.-.; _.,, -·-; : .;, ; ·:·, ;,,.': · • .;_.' .. ,:. -, < -:--:-:-s..-.:. .-• ,· • ;~(-:-:·: LANDSCAPE IMPROVEMENT PLANS FOR· PREPARED BY: V:\LEN102-Poiri:ietti,;i 81\C2\PI' (Production Prlos-e 1)\LC-504-LEN102-P1.dwg ..'!;I 17, 2019 4:21pm Land=pe Arehiteeture Urban Design Plgnning Habilat Reoioration 100 Avenida Miramar San Clemente California 92672 Phone 949.366.6624 Fax 949.366.6626 www.thecollaborativewest.com OWNER: LENNAR® LENNAR HOMES 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)-349-8101 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I APPROVED PLPNNING DWN BY: CHKD BY: RVWD BY: POINSETTIA 67 PRODUCTION PHASE 1 CDP 14-3• PUD 14-12 CONSTRUCTION DETAILS SDP 14-15 DATE PROJECT NO. DRP.WING NO. LPC 2018-0037 507-2M CT !4-/0 CLIENT REVISIONS: July 19, 2019 . 1. ADDITIONAL #5 VERTICAL BAR PLACED AT CENTER OF WALL 'NOTES: -AT CORNERS, A CORNER GUARD , CORNER CONNECTION INSERT, O R A SECTION OF CRUSHED ROCK C OVERED WITH FILTER FABRIC MUST BE USED TO MAINTAIN THE DRAINAGE PATH 12" MIN , 7 INTERSECTION + 90" BEND BEND 48(d)' IN CONCRETE ,• 1's2(d) MASONRY (U.N.O.) k~z LAP SPLICE TIE OR HOOK STIRRUP + WIRE TIE END z CJ 0 ,: UJ ~ z ~ ~ WJ 0-0 CJ z z 0 UJ ~ z ~ L!J f-::, 6 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 • IN CREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL 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 WI EACH STIRRUP ALT. 135° BENDS -ALL BENDS SHALL BE MADE COLD I CR) TYPI CAL WALL COR NER DETAIL D5127N 1 4 (R) TYP. REINFORCING DETAILS D5124-180117 1 //. 2" 6 2 C5136 SECTION A-A 3 1. 1" GROUT SPACE 2. 3. 4. 5. STONE V ENEER CONCRETE MASONRY WALL. NO. 12 B.W. GAUGE GALVANIZED WIRE VENEER TIES FORMED IN A LOOP@ MAXIMUM 12" O.C HORIZONTAL AND VERTICAL. NO. 12 B.W. GAUGE GALVANIZED WIRE THREAD THROUGH THE NO 12 WIRE LOOP ANCHOR STONE VENEER UNITS UP TO 10" MAXIMUM THICKNESS '.?)STO NE VENEER TO MA SO NRY 5 1. REBAR 2. 8" CONCRETE BLOCK WALL. 3. NO. 9 B.W GAUGE GALVANIZED HORIZONTAL WI RE JOINT REIN FORCEMENT 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 HORIZONTAL WIRE IN MASONRY VENEER SIDE. 5. MASONRY VENEER 5" THK MAX. THICKNESS. MASONRY VENEER ANCHORED TO CONCRETE BLOCK WALL (R) VENEE R TO MASO NRY D5 137 6 ,. ,. 48 db 24" MIN. t i-----...· ~ ~-,r -~-~ ' ·~.:.._~-I----,,_,. _..,.,._~ ~ .. . '. , 1.5 "S" ,. D5115RI/I FT'G. REIN'F. PER )ETAIL B'lS TEPPED FOO TING CONTROL JOINT AT TOP OF WALL .. , TYPICAL CONTROL JOINT 0---1 ~ 0 6 CONTROL JOINTS SHALL BE SPACED"" 20'-0" MAX U.N.O. cp 2 1----1------,,11 . . I ' ' I I I I I I I I I I I I I l I I I I I I I I I I l I I I l I I I I I l 7 ' . I I I I I I I I I I I l l l I I I 1. 2. 3. 4. 5. 6. 7. NOTES: "S" SHOULD BE MAX 18" "O" IS OVERALL DEPTH OF FTG. SEND REBARS IF REQUIRED & LAP MIN. 48 BAR DIAMETERS REINFORCEMENT TO MATCH FOUNDATION DETAILS. 0 • CONCRETE BLOCK. SEE DETAILS ABOVE. BACKER ROD, JOINT FILLER 2 AND SEALANT PER ARCH. DWGS. FROM TO P OF THE WALL TO THE TOP OF FOOTING PER MANUFACTURER'S SPECIFICATION. SPECIFICATION. FOOTING ADDITIONAL VERTICAL BAR ON EACH SIDE OF CONTROL JOINT TERMINATE HORIZONTAL REINFORCING 2" FROM CONTROL JOINT CONT. TOP BARS/CHORD 3ARS PER WALL SECTION. 8. JOINT FILLER. 9. BACKER ROD & JOINT SEALANT SPECIAL INSPECTION BY A SPEC IAL INSPECTOR FOR THE CONSTRUCTION OF CMU STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE: SPEC IAL IN SPECT ION TABL E FOR CMU STRUCTURES FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA IN SPECTION TASK 1. Verify compliance with the approved submittals and required inspection provisions 1or (Mortar mix design, Grout mix design, Material certificat ;, for mortar, Grout, masonry units, reinforcement, anchors, ~es, and fasteners). 2. As masonry construcLion 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 preslressing tendons and anchorages. e. Pres tressini;; technique. f. Properties of thin-bed mortar for AAC masonry. 3. Prior to grouting, verify that the following are in compliance: a. Grout space. b. Grade, type, and size of reinforcemenl and anchor bolts, and prestressing tendons and anchorages. c. Placement of reinforcement, connectors, and prestressing tendons and anchorages. d. Proportions of site-prepared grout and prestressing grout for bonded tendons. e. Construction of mortar joints. 4. Verity 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 nasonry during cold weather (temp. below 40°) or hot weather (temp. above 90") e . .A.pplication and measurement of presslressing 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 ta construction. 7. Verification of slump flow and VSI as delivered to the self-consolidating grout. For S I: "C = ('F-32) 11.8 Continuous during task listed ✓ ✓ ✓ ✓ ✓ Periodically during task listed ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ AC I 530/ASCE 5/TMS 402 Sec. 1.16 ACI 530.1/ASCE 6/TMS 602 Art. 1.5 Art 2.1 , 2.6A Art. 3.3B Art 2.48, 2.4H Art. 3.4 , 3.6A Art 3.6B Art 2.1C Art. 3.2D. 3.2F Art 2.4, 34 Sec. Art. 6.1, 6.2.1 , 6.2.6, 3 2E 3 4 3 6A 6.2.7 . ' . ' . Sec. .2.1 (e), 6.1.4.3 6.2.1 Sec. ~-16.7.2,93.3., (c), 11 3.3.4 (b) Art. 2.6B, 2.4G , 1.b Art. 3.3B Art. 3.3F Art. 1.8C, 1.80 Ari. 3.68 Art. 3.5. 3.6C Art i .4B.2.a.3 1.4B.2.b.3 1.4B.2.c.3 I .4B.3 1.48.4 Art. 1.~B Art. I .5B.1.b.3 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL .OLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. SPEC IAL IN SPECT ION TABLE FOR EXI ST IN G SITE SO IL CO NDITIONS TY PE i. Verify materials below footings are adeq uate to achieve the design bearing capacity per soils report. 2. Verify excavations are extended to proper 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 report. Exception: Special inspection is nol 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 sails report. Not Applicable Continuous Special Inspection ✓ Periodic Special Inspection ✓ ✓ ✓ ✓ 8. All bars shall be ben t cold. 9. Contractor shall verify compatibility of design with existing ccnditions 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 nller must overlap 12" at ends of the filter. Outlet subdrain to the curb opening. 12. Waterproof back of all the retaining walls w/2 coats of asphallic emulsion per manufacturer's specificalions. 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 lo wall height. 16 For curved 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 shal advise the building official in writing that: a) The foundation excavations comply with the intent of the soils report SPECIAL IN SPECTION : 1. In addition to the regular inspection, the following items ,.viii also require special inspection in accordance w ith 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 witn the requirements of section 1704 of the California building code the latest edition. 9. Contractor shall be responsible for all expenses due lo any premature notification of inspection which results in additional site visits. 10. Failure of notification by the contractor for 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 VERI FICATIONS BY A SPECIAL INSPECTOR ARE REQU IRED FOR CONCRETE CONSTRUCTION AND SPECI FIED IN THE FOLLOWING TABLE SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION (ONLY APPLICABLE IF THE STRUCTURAL DESIGN OF FOOTING IS B~.SED ON le> 2500psi) SEE NOTE #4 UNDER REINFORCED CONCRETE. TYPE CONTINUOU S SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION Reference !BC 1 Inspect reinforcement, including prestressing tendons, and verify placement 2. Reinforcing bar welding: a. Verify weldability of reinforcing bars other than ASTM A 706; b. Inspect single-pass fillet welds, maximum 5/16"; and c. Inspect all other welds 3. Inspect anchors post-installed in cancrele. 4 Inspect anc;1ors post-installed in hardened concrete r1embers . a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustainec 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 for strength tests, and determine the temperature of the concrete 1 7. Inspect concrete and shotcrete placement for proper applica~on techniques. ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Standard Reference ACI 318 Ch. 20,25.2,25.3, 1908.4 26.5.1-26.5.:: AWS 01.4 ~Cl 318: 26.5., ~Cl 318: 17.8.: ACI 318: 17.8.2' ACI 318: 17.8.: ACI 318: Ch 19, 904.l ,10Cs.2 26.4.3, 26.4.4 903.2, 1908. ASTM C 1i2 ASTM C 31 ACI 31~ 2E.4.5, 16.11 ACI 318: 26.4.t 1908.10 1908.6, 1908.7, 1908.8 '1-----------------+-------i-------i-----+----11 8. Verify maintenance of specified curing temperature and techniques. 9. Inspect prestressed concrete for: ✓ ACI 318: 26.4.7-26.4.9 a. Applica tion of prestressing forces; and ✓ _ ACI 318: 26.9.2.1 l~-------------+-----1-----f'A,Cl 318: 26.9.2.2 b. Grouting of bonded prestressing tendons. 10. Inspect erection of precast concrete members 11. Verify in~situ concrete strength, prior to stressing of tendons in past-tensioned concrete and prior to removal of shores and farms from beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being fanned. ✓ ✓ ✓ ✓ ACI 318: 26.8 ACI 318: 26.10.2 ACI 318 : 26 .I0.1(b) 1908.9 GE NERAL REQUIREMENTS All material and workmanship shall comply with the following: 1 These General Requirements unless otherv,;ise 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 cf \',1ork. 4 . Standard Specifications of A STM as noted herein are required by the Building Code or C.B.C. 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 requi rements and structural details shall be made w ithoul the written approval or Gouvis Eng ineering Consulting Group. Approval by !he 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 architect 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 t he 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. 1 O. Gouvis Engineering shall have no liability ior waterproofing or moisture transmission issues, whether related to concrete slabs, footi1gs, foundations, or otherNise. 0-ivner, Sails Engineer and Contractor shall be entirely responsible for such issues, and will defend and indemnify Gauvis Engineering against all such claims. REIN FORCED CO NCRETE GENERAL 1. All reinforced concrete materials and construction shall conform lo chapter 19, C.B.C. MATERIALS 2. Cement shall conform to C.B.C.1903 ofC.B.C. and shall correspond to 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 cond itio ns as required by Soils Engineer & see Corrosion Engineer's recommendations for concrete exposed to corrosion. 5 Reinforcing steel shall conform to ASTM A615 Grade 40 for sizes #3 and Grade 60 for sizes #4 and larg er. 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 olherwise. 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 net formed -3" b. Concrete formed or troweled -2" c. Walls and curbs -1 1/2" d. Slab on grade -at center CO NCRETE MASO NRY 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 conform 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 Masonry Structures (TMS 602-13/ACI 530.1 -13/ASCE 6-13). 4. Grout sha I comply with Article 2.2 & 2.6B of TMS 602-13iAC1 530.1 -13/ASCE 6-13 and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression , rm, 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 noled 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 Co,je Section 1704 and requirements in Special Inspection tables on sheet SN-1. Masonry compressive strength, rm shall be verified by Unit s:rength method or Prism test method prior to and during construction as described in Article 1.4 Specification for Masonry Structures (TMS 602-13/ACI 530.1 -13/ASCE 6-13j. FO UN DAT ION 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 ta be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive 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 (LEI/EL) = 35 PCF SOILS DENSITY = 115 PCF ACTIVE EFP (2:1) = 55 PCF BEARING CAPACITY= 2000PSF PASSIVE EFP = 300 PCF U.= 0.35 PER SOILS REPORT. SOILS CHLORIDE CONTENT IS "SEVERELY CORROSIVE". CONTACT CORROSION CONSULTANT AND SOILS ENGINEER FOR CORROSION PROTECTION RECOMMENDATION. 1 U.N .O. all cells containing reinforcing steel shall be grouted solid 2 All portion of wall retaining shall be grouted solid. 3 All iooting 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 construclion shall be done in accordance w ith applicable sections of the 2016 CALIFORN IA BUILDING CODE and ACI standards 318-14. I CDP 2019-0024 15 Studebaker Lrvine CA 92618 lrv ine tel 949.752. 1612 fax 949.752.5321 Palm Springs tel 760.323 .5090 DATE SIGNED: 8/16119 RESTRICTIVE NOTICE THESE DESIGNS. DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSUL TING GROUP, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS ANO NO PART OF THESE DRAWINGS CAN BE COPIED. TRANSFERRED.OR REPRODUCED.NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP COPYRIGHT GOUVIS ENGINEERING CONSUL TING GROUP 2008 ALL RIGHTS RESERVED PROJECT: Treviso DEVELOPER Lennar Homes of California ARCHITECT: C2 Collaborative LOCATION: Carl sbad San Diego CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: LANDSCAPE DETAILS & NOTES PROJECT NUMBER: 6495 1 ENGIN EER: GE DRAFTER: GE ISSUED DAT PLOT DATE: 1/30/2019 08/16/2019 SHEET NUMBER: S-LS1 FOR THE CONSTRUCTION OF STEEL ELEMENTS OF BU ILDING & STRUCTURES, ITEMS OF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED & SUMMARIZED IN THE FOLLING TABLE: SPEC IAL IN SPECTION TABLE FOR STEEL STRUCTURES VERIFICATION Quality Assurance Reference Standard & INSPECTION Performed Observed TASKS PRIOR TO WELDING 1. Welding procedure specifications ✓ (WPSs) available. 2. Manufacture certifications for ✓ welding consumables available. 3. Material identification ( type I grade). ✓ 4. Welder identification 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 surfaces). TABLE N5.4-1 d. Tacking (tack weld quality and location). 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. Check 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 ✓ tack 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 N5.4-2 b. Travel speed. c. Selected welding materials. ✓ d. Shielding gas typei' flow rate. e. Preheat applied. f. lnterpass temperature maintained (min./ max.). g. Proper position (F, V, H, OH). 6. Welding techniques. a. lnterpass and frna! cleaning. b. Each pass within profile ✓ limitations. c Each pass meets qua lity require ments. TASKS AFTER WELDING 1. Welds deaned. ✓ 2. Size, length and location of ✓ welds. 3. Welds meet visual acceptance criteria. a. Crack prohibition. b. Weld/ base-meta! fusion. c. Crater cross section ✓ d. Weld profiles. e. Weld size. AISC 360-10 TABLE N5.4-3 f. Undercut. g. Porosity 4. Arc strikes. ✓ 5. K-area. ✓ 6. Backing removed and weld tabs removed (if required). ✓ 7. Repair activities. ✓ 8. Document acceptance or rejection of ✓ welded joint or member. I ---------------- 4 5'-0" -----+ ---,--7 4 I + + T + + _I -t! + I~ , ~I -t! 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VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCH'T REFER TO LANDSCAPE ARCH'T DRAWING & DETAILS FOR MORE INFORMATION LEVEL BACKFILL PER SOIL REPORT TRUCTURE IS LOCATED NOT AT THE TOP OF THE SLOPE 2 lcoP 2019-0024 GO 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.S32 I Palm Springs tel 760.323 .5 090 DATE SIGNED: 8/16,119 RESTRICTIVE NOTICE THESE DESIGNS. DRAWINGS. AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERlY OF GOUVIS ENGINEERING CONSUL TING 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 'NITHOUT WR!TTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP COPYRIGHT GOU'IIS ENGINEERING CONSUL TING GROUP 2008 ALL RIGHTS RESERVED PROJECT: Treviso DEVELOPER: Lennar Homes of California ARCHITECT: C2 Collaborative LOCATION: Carlsbad San Diego CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: LANDSCAPE SPECIAL INSPECTION DETAIL & NOTES PROJECT NUMBER 64951 ENGINEER: GE DRAFTER: GE ISSUED DAT PLOT DATE: 1/30/2019 08/16/2019 SHEET NUMBER: S-LS2