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HomeMy WebLinkAboutCDP 2021-0016; POINSETTIA 61 SECOND ENTRY MONUMENT SIGN; Administrative Determinations, I -D ~ n z ~ ~ u ' I "'' ~ a z ~ J5 ",! "' LLI z ~ ~ ~ -0 "- Signage Monument \ I I ___ \ \ V: \LEN102-Poinsettlc 81 \C2\'P3' (ProdLJetiori Phose 3)\LC-104-LEN102-P3.C:wg Jcl'I 24, 2020 10 13orn •® l~~-~-~I !!~@ L _w;,====1'""""~TI""ir=~~ ~~t Lo1 Line ' " =~ l~~'"@=I "'! (_..J ~ £ -------- ' ·.r.;_, 5' /\ • \ " H~@ ~~ ro "' 8 -@ ' ' ~@ I ~-I ~~ ~~ z i?l w n I I I I I I I I ' -, I I I I I J -, I I I I ' J • .. • • C I I I I ' ~ I • I • I I I L @ ~ -0 ii 12' :: :1 Typ. 1t, ,--: +--,ti 31 : G ci. LU ~ f---t-ffi ~ ;g c a.' ~! ~@I l_=-~-=----~--=-JicJ>D.l:Ef•vFl] LU ~ ~~ ~ ~ I "' I r:;,~ ~1/ \)f/ / ./-- / I I / r / i / ' I 1--l----1-------11 I 1 / ' 11 IM------111[ I cr· -- '-i'=',----.--------'"'--il' L----__J✓ PA 0 1. REFER TO C2 COLLABORATNE SLOPE LANDSCAPE Pl.ANS (DWG 507-2L) FOR AREA OUTSIDE OF LIMIT OF WORK. 2. REFER TO POJNSITTIA 1.ANE IMPROVEMENT Pl.ANS FOR MEDIAN INFORMATION. 10' 20 40' -I PREPARED BY: / '· \ lt NOTES: J_ 2. Landscape Archilecture Urben Design Planning Habitat Restoration Refer to Shee t LC-0.01 and LC-0_02 for Con struction Schedu les and Notes. Refer to She et LC-5. 12 through LC-5. 14 for Typica l Unit Entry Details. 100 Avenida Miramar San Clemente Calilomia 92672 Phone 949.366.6624 Fax 949.3 66,6626 www.thecollaborativewest.com OWNER: LENNAR® LENNAR HOMES 15131 Alton Parkway, Suite 365 Irvine, CA 92618 (949)-349-8101 abitat Area s SIGNAGE MONUMENT :c:::=-:: SITE FURNITURE SCHEDULE: KEY DESCRIPTION DETAIL !SF-l! Bench Per Monvl. I SF-2 1 Elonce Relaxed Sling Spa Chair Per Manvl. I SF-3 I Elance Relaxed Sling Chaise Lounge w/ Arms PerManvl. I SF-4 1 ,ADA Picnic Tobie PerManvl. ISF-51 Trash Can Per Manuf. ISF-6 1 Hot Coal Container PerMonuf. I SF-71 Pet Waste Station Per Monuf. jsF-81 Mailbox 7/LC-5.05 jsF-91 Ion 42' Square Dining Table PerMonvl. ~ Elance Relaxed Sling Dining Chaiis PerManuf. ISF-111 South Beach Cushion kn Chair PerMonuf. [§ /on 42' Square Dining Umbrelfo Table PerManuf. 0] Kor Square Teo Table PerManuf. ~ Porlfino Ill Hexagon "l' Manuaf Uft Umbrella PerManuf. FENCE SCHEDULE: KEY DESCRIPTION DETAIL @] T ubufor 5teel rence wim Coyote 8/LC-5.06 ----Roll Bar on Low Sfumo Bfock Waif [IT] Tubular Steef Fence -■■-5/LC-5.06 I F-3 I Vinyl Fence 3/LC-5.05 ITi] )ubufor 5teel rence w/ 7/LC-5.06 CovoteRoU Bar @] Vinyl Fence at Retaining Wall 4/LC-5.06 [0 J ubular Steel fence ot 4/LC-5.15 Retaining Wall -■•- GATE SCHEDULE: KEY DESCRIPTION DETAIL @] Vinyl Gate 3/LC-5.05 I G-2 I Doubfe Tubufar Steef Gate 4/LC-5.05 I G-3 I Single Tubular Steel Maintenance kcess Gate 7/LC-5.04 ~ Motorized RV Parking Gate 8/LC-5.10 8/LC-5. l l I G-5 I Poof Gate 5/LC-5.04 CONSTRUCTION KEY NOTES: Q) Sight LJne Q) fire Hydrant per Civil Engineer © Transformer per Utility Consultant @ LJghffng per Electrical Engineer G) Shovel Cut Header G) Street Ught per LJghting Engineer 0 Unlity per Civil Engineer ® Retaining Waif per Civil Engineer's Rough Grading Plan ® Asphalt per Civil Engineer @) Right of Woy ® ,ADA Ramp per Civil Engineer @ On-street Parking per Civil Engineer @ Reserved RV Parking @ Street Improvements per Civil Engineer @) FaU Zone per Equipment Monufaclurer @ Property LJne ® Address Sign per Otheis c~p.'.!l"Y-r-'\. .. , ' '-\. MAR~! 2071 CITY OF L, t ·L~!\!!\;\l\!G ..)11. , ..... -...,, SITE AMENITIES SCHEDULE: KEY DESCRIPTION Shade Structure at Upper Pari< BBQ Island ot Upper Pari< Ploy Strudure at Upper Park Pool and Spa Shade Structure ot Rec Center BBQ Island at Rec Center Shade Structure ot Rec Center Lookout ' ,' ..... , Pool Uft Gate Endosure at RV Parking Fire Table ~ Ughted Directory Sign PAVING SCHEDULE: KEY DESCRIPTION (ED Concrete Sidewalk I P-2 I Concrete Driveway ~ Concrete Paving @] Enhanced Concrete Paving (EI] Concrete Steps [ill Co/or Concrete kcent at Motorcou,t Entry ~ Concrete Curb at Playground ~ Pfayground Surlocing @J Decomposed Granite I P-10 I Concrete Stoop (3' x 3') ~ Concrete Curb IP-121 Concrete Curb otTraif IP-731 DecomposedGraniteotTrail I P-l 4 I Artilicio/T urf I P-7 5 I Decorative Cobble I P-16 I Precast Concrete Poveis I P-17 I Entry Steps ot Rec Center WALL SCHEDULE: KEY DESCRIPTION I W-il Slump Black WaU -■-■- lw-21 Slump Bfock Pilaster (Total B) □ !W-31 Low Slump Block Waif ---- IW-4 1 Low Wall at Rec Center RAILING SCHEDULE: KEY DESCRIPTION @] Handrail at Rec Center LC-l. 04 DETAIL 8/LC-5.09 7/LC-5.02 PerManuf. 1 ,2/LC-5.03 2/LC-5.02 B/LC-5.07 7/LC-5.02 BJLC-5.08 8/lC~5.02 PerManuf. 8/LC-5.10 8/LC-5.11 8/LC-5.03 B/LC-5.15 DETAIL 1 ,2/LC-5.01 1,2/LC-5.01 1,2/LC-5.01 l,2/LC-5.01 8/LC-5.01 1,2/LC-5.01 6/LC-5.01 6/LC-5.01 7/LC-5.01 1,2/LC-5.01 4/LC-5.01 8/LC-5.04 8/LC-5.04 3/LC-5.03 3/LC-5.0l 5/LC-5.0 7 3/LC5.02 DETAIL 6/LC-5.05 8/LC-5.05 8/LC-5.06 3/LC-5.02 DETAIL 3/LC-5.02 APPROVED FOR IRRIG/1.TION AND PLANTING ONL Y, INCLUDING PRECISE LOCATION OF PLANTING /\,REA . "AS BUil T" PAUL L. HADEN RLA 1972 REVIEWED BY: INSPECTOR EXP. 02/28/20 DATE DATE e---+----l--------------1----+---+---l----j I SHE7ET I CITY OF CARLS BAD I SH5EE2TS I PLA.N NING DIVISION ~==-..I::::::::::======::::::::::::::::::::===-'======~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTH ER APPROV.sL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNI NG POINSETTIA 61 PRODUCTION PHASE .J CONSTRUC l/ON PLAN OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: LPC 20/9-0013 CT 14-10 COP 14-3 PUD 14-12 SOP 14-15 DRA WIN G NO. 507-20 PREPA.RED: January 24, 2020 EXISTING RECYCLED WATER SIGNAGE --- PER PREVIOUSLY APPROVED SLOPE PLANS -DWG 507-2L, LRWS 2017-802 RECYCLED WATER PO INT OF CONNECTION --< EXISTING GATE VALVE STUB AND 2 WIRE PATH COIL PER PREVIOUSLY APPROVED SLOPE PLANS -REFER TO DWG 507-2L, LRWS 2017-802 POINT OF CONNECTION •2 2" RECYCLED WATER METER PER POINSETTIA SLOPE PLANS -DWG 507-2L STATIC PRESSURE: 130 PSI METER CIVIL STATION#: POINSETTIA AVE STA 185+44.17 RECYCLED WATER POINT OF CONNECTION-~ EXISTING GATE VALVE STUB AND 2 WIRE PATH COIL PER PREVIOUSLY APPROVED SLOPE PLANS -REFER TO DWG 507-2L, LRWS 2017-802 RE:CYCLED B-76 1" SLEEVING SCHEDULE: ~-Ai -INDICATES QUANTITY OF SLEEVES AND SLEEVE SIZE A-1-1/2" SLEEVE B -2" SLEEVE C -3" SLEEVE D-4" SLEEVE E -6" SLEEVE NOTE: ALL SYSTEMS SHOWN HEREON ARE HOA MAINTAINED. IRRIGATION VALVES ARE SERVED BY BOTH THE RECYCLED WATER METER AND A POTABLE WATER METER AS INDICATED ON THE PLANS. POTABLE WATER IRRIGATION SYSTEMS ADJACENT TO THE RECYCLED IRRIGATION SYSTEMS ARE SEPARATED BY FENCING, WALLS, OR CURBS. ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF 1'-0" FROM THE EDGE OF PAVING OR TURF AREAS WHERE SPACE ALLOWS. LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: 3/4" -I 1" -:I 1-1/4"-Ii i 1-1/2"-X 2" -V 2-1 /2"-VI ALL BUBBLER SYSTEM PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED AS 1". NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. 1. REFER TO C2 COLLABORATIVE SLOPE IRRIGATION PLANS (DWG. 507-2L) FOR ARE.AS OUTSIDE OF LIMIT OF WORK. 2. REFER TO POINSITT/A LANE IMPROVEMENT PLANS FOR MEDIAN INFORMATION (DWG. 507-2). NOTES: 1. Refer to Sheets Ll-0.0 1 and Ll-0.02 for Irrigation Schedules and Notes. 2. Refer to Sheets Ll-5.0 1 and Ll-5.02 for Irrigation Details. 3. Refer to Sheet Ll-6.0 1 for Irrigation Specifications. Z:\CUENTS\Tt,E COLLABORATIVE WEST\,;;,oiri£eltii:r-61\Producti:,n-Phase 3\Ll-101-LEN102-P;! 2.3,20 wet sigri,dwg Feb 03, 2020 10:02om 8 SHRUB ~ ' ~-I I I I I /_ I I v /I /1 Signature Exp. 2/28/20 PREPARED BY: Matchline -See Sheet LI-1 .05 ~-BOUNDARY BETWEEN RECYCLED AND POTABLE IRRIGATION SYSTEMS -TYP. EXISTING RECYCLED WATER SIGNAGE PER PREVIOUSLY APPROVED SLOPE PLANS -DWG 507-2L, LRWS 2017-802 '---WHERE SPRAY HEADS ARE PROPOSED, ONLY POP-UPS SHALL BE USED IN THE RIGHT OF WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR-TYP. Landscape Arc:hitechJre Urban Design Planning Habitat Restoration 100 Avenida Miramar San Clemente California 92672 Phone 949 .366.6624 Fax 949.366.6626 www.thecollaborativewest.com OWNER: 4 TREE DRIP Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 Scale: l" = 20' LENNAR® LENNAR HOMES 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)-349-8101 DATE INITIAL OESl:}NER OF wo:=t.K REVISION DESCRIPTION 0) ~ 0 N - l'--- 1'--- C) < I 6" CONCRETE CURB ,._ 0) .:::-----,--' __:_----, --. . -...... ~ ' . " REFER TO C2 COLLABORATIVE $LOPE PLANS FOR THIS AREA 1 TREE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~ ~ --= i---::::'.'. =---= ..., ,,, ~ =-=---=:--- 0· --- 0~ ":::== ~ ·-, ,,,~= iii!' o-?-:;:: o ~ -~ 1. REFER TO C2 COLLABORATIVE SLOPE LANDSCAPE PLANS AND PRODUCTION PHASE 1 LANDSCAPE PLANS FOR AREA OUTSIDE OF UMIT OF WORK. 2. REFER TO POINSETTIA LANE IMPROVEMENT PLANS FOR MEDIAN INFORMATION. -LO ■ ■ w ~ 0 z 0 -I-~ <( a_ w 0::: a_ z <( _J a_ < C) N en ......I APPROVED FOR IRR IGATION AND PLANTING ONLY, INCLUDING PR ECISE I_OCATIOr--1 OF 0 LANTING AREA . L/-l.04 U§j 6 "AS BU IL T" PAU L L. HADEN RL.~ 1972 REv1 EWEO BY: INSPECTOR CITY OF EXP. 02/28/20 CARLSBi\D PLANNING DIVISION DATE DATE LlIJ 2 LANDSCAPE IMPROV£WENT PLANS FOR. P0/1VSFTTIA 61 PRODUCT/0/\/ PHASE 3 CDP 14-3' PUD 14-12 i,'cR!GA i70N PLAN SDP 14-15 '3 /2 1 / z.c; DATE DWN BY: PROJECT ND. DRAWING ND. CHKD BY: LPC 2019-00!3 507-20 RVWD BY: CT 74-10 PREPARED: OCTOBER 25, 2019 LEGEND J. P. I. P. concrete counter top. 2. #4 rebar@ 24" o.c. each way. 3. 8 x 6 x J 6 Slump block grout fill all cells -#4 rebor@ 24" o.c. each way. 4. Built-in Grill. 5. Concrefe footing with #4 rebor@ 24" o.c. 6. Finish surface. 7. Isolation joint. 8. Compacted subgrode. 9. GFCI receptacle. 1 O. Gos supply with shut-off. Occurs only at Gos Grill (at Rec Center). 11 . Stainless steel double access door-built-in. Center to the Grill. ~ of Grill FRONT ELEVATION BARBECUE LEGEND . I . II T"I (: upper ,,e _ap. 2. /.uw,,r Tile Cap. 0 Ledge Stone Verieer. ~- 4. Pin mounted Sigrmge Jeffers. 5. 81x8:'.x ! 6:1 C.,~1.U. coivmr:. , Finish Grade . o. 7. 90% cor,,paded sub-grode. 8. Fociting p1-;r Struc1urai Eng;naer. ◄ 61-211 l[D C[D S/F MONUMENT WALL COPY ' : [iJ vr TI-l!!:UlUJ,I. CIJT OIJT CO?'!' : flfll-MOUf•mD TO EXIST!NU I MONUM"ENTWAl.t a,·orHrns i -FAltJ-;m ' : F~NT: SOHO iT;!'.l.!l/~-1.!iD !'.',ED ' ' ' ' ' ' ' ' , ____ _ ' i ® II BlACK ' NOTE· GHfCK 511.f OF fJ.ISl:NG WALL ~RJOi;TO ?RODUCTION NOTES A Refer to Construdion Schedule fo r colors, types, finishes, and manufadurers applications. 8. Comply with barbecue manufadurers instructions and all codes regarding installation. C. Secure BBQ to prevent theft. 2'-J O" SECTION NOTES A Refer tD Canstwdion Schadufe LC-0.0 1 for cofors, types, finishes, and monufac.turer's ~:pp/:'cotions. B. Refer to Structurai EngiP.eer1:3 p/ar.s for vl.' rein forcing, thickn e~, cor.riedion cr,d footing requirement£. C. Fina/ Ion/ by owner. 2'-0" ,, ___ _ '"------- . . . -. -1'-, . . -, I [ ·1 . . C ' r-· ·1 . • l I -p--1 . , l I l • . ' ' -E0 0-, -' ' ' ----' ' -I -----' --.-V .J . -.. _j .--' -' r ' . .,j . r ~ --_,; . .-,· . '· . . '. -7:r ...,.__ --' -·--• --.. ,-~-I.-., --~-~'r\ .-· . '9 -;= ~ :;; r1 6 = ' . • . ,-- -~ -. >-----.. -, . '~ L --' . b:: =· . :¢ --. 7a , -... . . -' I ... ' ' -. . -I --. l . ' ' __ , 'O '--F--j ---' -· I .->-=---. ----. . . . ,. . . ,. --' . ' ' -' -T -I I -I . ....--i"'---,_ . , ' -__ , . ' . ·-. • . ·-• . . -. ---,_, . . -. . . . ,+· T f .• l -. ~-]=-~ ,-. -, ., ' '. l,_ --I I . r ' . i;,,_J.._.J. ' I . . l .. . ' ' ' . . I ' -. ' -l --. . I -I . _, ' -I -_, I --1--· -i I ·· I ·-· _, -- Eq{:oi Eq110! ~ 101-011 ELEVATION 8 SIGNAGE MONUMENT V:\LEN102-Poin;ettlo 81\C2\'P3' (ProdL•ction Phase 3)\Misc\LC-502-LEN102-STRUCTURALdwg Sep 21, 2020 11:13am . . ··1-, " , '' .. ,·- , -~·:~( l . }f SECTION N9J~_;_ 0 ' ' ' ' AJI pro;ect sig noge and monuments shoif require o sep,,rote permit r..:nder fhe City of Carlsbad s!_gnage rnview process. PREPARED BY· landscape Archi1ecture Urban Design Planning Habitat Rostaration 2" all corners typ . BBQ of Rec Areo 3 .dwg LEGEND J. J 3/ 4" wide metal scroll. 2. J 3/4" wide moulded steel rail cop, J 3/4" moulded on J /4"x J" flat steel. 3. Metal collar, paint to match the post. 4. J" sq. tubular steel post, 36" max. on center spacing with 1 "x J /4" plant on flat stock. 5. 3" Dia. core drill and grout fill to accommodate posts. 6. Concrete steps. 7. 1 "x J / 4" Plant on flat stock. 8. Pat per Pot Schedule, LP-0.01. Refer to Construction Plan for locations. 9. Double J" thick Terra Cotta Pavers. J 0. Precast concrete tread with bullnose edge. 2" wide contrasting stripe per 2016 CBC, paint black. 3" lb 7 11 ::11 -z / ::-<,. '-,'\')/~ -<..'< ½':" Pn-"I// / / , >: , &,:"~~~~i;:',,rnrn~mm~~, .Y>.Y,,, ,,, ,,, .,, . '«.~'-" /.. 1/4" Min. J J. Check wall with stucco finish. CMU build-up. J 2. 3"x3" square tile. Guadalajara Talavera Mexican Tile (SKU#10131). Sanded Grout,¼" min joint, Antique White. Tierra y Fuego, ( 6 19) 710-8885. J 3. Finish surface per plans. J 4. Finish grade per Civil Engineers plans. J 5. Irrigation and drainage line connedions per separate detail. RISER ENLARGEMENT Sca le: Not to Scale SECTION NOTES A Refer to Construction Schedule for all c types, finishes and venders. B. All tubular steel to be metaliz C. Grind all welds smooth. D. Paint with two (2) co two (2) coats en E. K.AM. -Ki itecturol Metal, (800) 542-2 C, ~ 0 ' "' c-. EntiyStepSection .dwg Scale: J /'l' = J '-0" ENTRY STEPS AT REC CENTER Scale: 711 = 11-0~ ~4- r ' • ' ' ' /l.Sxl !.7.5 ' ' ' ' ' ' ' ' ' ' . r . --r --' I ' ' ' ' I ' ' ' ' ' ' ---1!/ ,. ·12 UPPER TILE CAI' -Pl.AN LOWER TILE CAP -Pl.AN 10'-0' ' ,, ' I: ' ' ,, ' ' 11 ' ' ---,--.. ·1r ' ' ' . ' ,, ' ,, ' ,: ' -- ' :, ' ,, ' 11 ' ' ' ' 11 ' ~ ·1r - ' . ' ' 1: ' ' ,, ~ ' ,: ' Q.__'[_1]_~ 1\/91!:,. A!.t. cur EDGES TC FAC' 'l'U!).~. ~JO C:J7 ECCEl:>' SHOlA.C 61: V/S/!31.E Ar.:'JUf/0 ~(R:W.fTER OF TI/.E r'.AJ'. r-· ·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·-· ·--·--·--·--·--·-1 ---- 1 I I I 6 _, I I "' I I l __ ----·-----· ----~-e:~1:f t:~51~::iT~::i c~:t iS:.Y ------·------=~ ---- Pl.AN i /2' Grout Jcints 1yp. Signoge A-ionumenf .dw9 SCALE: l /211= 11-011 EGEND NOTES Pool coping (refer to Construction Schedule LC-0 .01 ). A Gunite bond beam. Waterproof with 'Thoroseal' or app Pool plasfer per pool contrador. Waterline tile, refer to enlargement 'A'. 90% Compacted subgrode. Reinforcing per pool controdor. Expansion joint. Pool deck. Water line . NLARGEMENT A equal. B. Refer to Construdion Schedul types, finishes, and manufa requirements. C. Provide shop drawings Architect and Owner. D. Provide depth mac Solid color tile, 'Azul Royole" X 6" Solid co/or U/e, 11Sunffower' PS-CP.01.dwg POOL AND SPA COPING WI POOL TILE Scale: 1-1/2" = )'-0" Lill 2 LC-502 APPROVED FOR IRR IGA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS B UILT" PAUL L. HADcN DATE RLA 1972 EXP. 02/28/20 RE\-1 EWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHs2s I PLANNING DI VISION LANDSCAPE IMPROvEMENT PLANS FOR: I 00 Avenidc Miramar San Clemente California 92672 Phone 949.366.6624 Fax 949 .366.6626 www.fnecoltaborativewest.com OWNER· LENNAR® LENNAR HOMES 15131 Alton Parkway, Suite 365 Irvine, CA 92618 (949)-349-8101 I APPROVED: f----1---+----------------t---r---+--+---i PLANNING f----!---+----------------t---r---+--+---i OWN BY: DATE INITIAL DES IGNER OF WORK REVISION DESCRIPTION DATE INITIAL O~TE INITIAL OTHER APPROVAL CITY APPROVA L CHKD BY: RVWO BY: POINSETTIA 61 PRODUCTION PHASE 3 CDP 14-3' PUD 14-12 CONSTRUCTION DETAILS SOP 14-15 DATE PROJECT NO. DRAWING NO. LPC 2019-0013 507-2Q CT 14-10 PREPARED : January 24, 2020 1. ADDITIONAL #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. 1 INTERSECTION 90° BEND . T ' LAP SPLICE TIE OR HOOK / STIRRUP BEND ,. 48(d) • IN CONCRETE 52(d) MASONRY (U.N.O.) f WIRE TIE END z {9 0 z in ::::; z ~ LLl ~ :;; ~ 0 z {9 0 z in _, z ~ ~ 5 i5 4(d) OR 180° BEND R= 3(d) FOR #3 THRU #8 R= 4(d) FOR #9 THRU #11 R= 5(d) FOR #14 THRU #18 • INCREASE 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 W/ EACH STIRRUP ALT 135° BENDS -ALL BENDS SHALL BE MADE COLD I ~ TYPICAL WALL CORl\lER DETAIL D5127N1 4 (R) TYP, REINFORCING DETAILS D5124 180117 1 5 2 D5136 ~r -~ ::« ___ · . .......,.____.._ ~ ~ . . 1, 2, 3. 1" GROUT SPACE. STONE VENEER. CONCRETE MASONRY WALL. 4. l~O. 12 B.W. GAUGE GALVANIZED WIRE VENEER TIES FORMED IN A LOOP@ MAXIMUM ·12" 0.C. HORIZONTAL AND VERTICAL. 5. NO. '12 B.W. GAUGE GALVANIZED WIRE THREAD THROUGH THE NO. 12 WIRE LOOP +-f½'!!:!11 f---~-Jv(//; ANCHOR STONE VENEER UNITS "//,,.±· " UPTO10" MAXIMUM THICKNESS SECTION A-A CR)STONE VENEER TO MASONRY 5 3 y 1. 2. 3. 4. 5. MASONRY VENEER ANCHORED TO CONCRETE BLOCK WALL ,® VENEER 1·0 MASONRY REBAR. 8" CONCRETE BLOCK WALL. NO. 9 B.W. GAUGE GALVANIZED HORIZONTAL \'VIRE JOINT REINFORCEMENT CONTINUOUS. 1"x22 GAUGE GALVANIZED ANCHOR TO ENGAGE THE N0.9 B.W. GAUGE WIRE JOINT REINFORCING@ 18" o.c_ HORIZONTAL & @ 16" 0.C. VERTICAL. ANCHOR SHALL HAVE A LIP OR HOOK TO ENGAGE THE N0.9 B.W. GAUGE HORIZONTAL WIRE IN MASONRY VENEER SIDE. MASONRY VENEER 5" THK MAX. THICKNESS 05137 6 - c 48 db 24" IVIIN D511 SRW FT'G. REIN'F. PER )ETAIL '.R)STEPPED FOOTING ' CONTROL J(l)lNT AT TOP OF WALL TYPICAL CONTROL JOINT CONTROL JOINTS SHALL BE SPACED @20'-0" MAX. U.N.O. ' I I I I I I I I I I I I I I I I I ' •. A -/ \ 9 I I 7 I I I I I I I I I I I I I I I I I I I NOTES: "S" SHOULD BE MAX 18" "b" IS OVERALL DEPTH OF FTG. BEND REBARS IF REO.U!RED & LJI.P MIN. 48 BAR DIAMETERS REINFORCEMENT TO MATCH FOUNDATION DETAILS. ' 7 7 1. CONCRETE BLOCK. 2. SEED~ 1AILS 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. ... . _.4 ,, "' 4 ·.. <t ., • _jl_:' _" _::.._:_,,c..·.:_•~~'=-• _·_:_ ··...:;__•c:__•::·_•_•~·4•1,__:•·-•~•;_· ·•~-_:_'...:;_. _•_•__'.~'.___· ·_••K_,_ _·_A.• J::c---(0 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THc CONSTRUCTION OF CMU STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE: SPECIAL INSPECTION TABLE FOR CMU STRUCTURES FREQUENCY Cll INSPECTION REFERENCE FOR CRITERIA INSPECTION TASK 1, Verffy compliance with lhe approved submittals and required inspection provisions for (Mortar mix design, Grout mix design, Material certificatE~ for mortar, grout, masonry units, reirrforcernent, anchors, ties, and fasteners). l 2. As masonry construction i begins, verify that the following are 1 in compliance: a. Proportions of site prepared mortar. b. Construction of mortar joints. c. Grade and size of prestressing tendons and anchorages. d. Location or reinforcement, connectors, and prestressing tendons and anchorages. e. Prestressing technique. f. Properties of thin-bed mortar for AAC mawnry. 3. Prior to grouting, verfy that the fol!owing are in compliance: a. Grout space. b. Grade, type, and size of reinfor<i~m·e:nt arr~r ancha: bolts. and prcstressing tendons and anchorages. c, Placement of reinforcement, connectors, and prestr-essing tendons and anchorages, d. Proportio11s of site-prepared grout and prestreGsing grout for bonded tendons. e. Construction of morlar joints. 4. Verit/during construction. a. Size and locatlon of structural elements b, Type, size and location of anchors, including other details of anchoiage of masonry to structural members, frames or other construc-iion. c. Welding of reinforcement. d. Preparation, construction, and protection of masonry during cold weait1er (lemp. below 40°) or hot weather (temp. above 90G). e. App!ica1ion 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. Vedfication of rn priv:r to construction. 7. Verification of slump fiow and VSI as delivered to the self-consolidating grout For SI: •c = (°F-32) /1.8 Continuous during task listed ✓ ✓ ✓ ✓ ✓ Periodically during task listed ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ACI 530/ASCE 5rTMS 402 1.16 ACI 530.1/ASCE 6/TMS 502 Art. 1.5 Arl. 2.1, 2.6A Art 3.38 Art. 2.4B, 2.4H Ari. 3.4, 3.6A Art. 3.6B Art. 2.1C Art. 3.2D, 3.2F /ML 2.4, 3.4 Sec. Art 6.1, 6.2.1, 6.2.6, 3 2E , 4· 3 6A 6.2.7 . 'v. ' . Sec. 1.2.1 (e), 6.1.4.3 62.1 Sec. >. I .6.7.2, 9.3.3.' (c), 11.3.3.4 (bl Art. 2.68, 2.4G, 1.b Art. 3.3B Art. 3.3F Art. 1.8G, 1.8D Art. 3.6B Art 3.5, 3.6C Arl 1.4B.2.a.3 1.4B.2.b.3 1.4B.2.c.3 1.4B.3 1.4B.4 Art. 1.48 Arl I.5B.1.b.3 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, 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 io achieve the design bearing capaclty per soils report. 2. Verify excavations are extended to proper depth B, have reached proper material per scils report. 3. Perform classificatlon & testing of compacted fill materials per soils report. 4. Verify use of proper matelials, densities & lift thicknesses during placement & compaction of compacted fill per soils report. Exception: Special inspection is not required during placement of controlled ·fill having a lotal depth of 12 inches or less. ; 5, Pr;cr to r;·L:}c~rrr2ii c.i O"Jmpec~ frli. inspect subgrade & verify that site has been prepared properly per soils report. Not Applicable Continuous Special Inspection ✓ Periodic Special Inspection ✓ ✓ ✓ ✓ B. All bars shall be bent cold. 9. Contractor shall verify compatibility of design with existing conditions prior to placement of footing steel. 10. Backfill shall be per soils engineer's recommendations. 11. Subdrain shall be 4" f1erforated PVC schedule 40 pipe with 1 CF/LF of 3/4" crushed rock or ~1quivalent wrapped in filter fabric. The filter must overlap 12" at ends of the filter. Outiet subdrain to the curb opening. 12. Waterproof back of all the retaining walls w/2 coats of aspha!tic emulsion per manufacturer's specifications. 13. Slab control joints shall be placed at all angle points and a maximum 12'-0" o.c. 14. Bad:;fllling shall not be permitted until at least 7 days after the wafls are built and fc has reached min. 2500 psi and grout has obtained min. 2000 psi compression slrenglh. 15. Retaining wails are not designed for surcharge of paving equipment Equipment must be kept back from top of the wall minimum distance equal to wali height 16. For curved portion of the walls, footing reinforcing shall be o!aced radialiy, and spacing measured along the centerline of the masonry wall. 17. Outiet of any surface drainage pipe into the subdrain system is absolutely prohibited. 18. Concrete cy!inder tests frcm project pour, in accordance with the C.B.C. shalt be submll1ed for review and approval by the project soils engineer and the loca! jurisdlctional authorities, prior to any backfilling. 19. Step footing shalt be in even blocl< increments. 20. Footings shall be poured continuously. 21. Prior to the contractor requesting a building department foundation inspection, the soils enginear shal advise the bui!ding official in writing that: a) The foundation excavations comply with the intent of the soils report. SPECIAL JNSPECTION: 1. In addition to the regular insp~ction, 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 tesls shall be performed by a qualified testing agency retained by the owner. 4. lhe special inspector shall be qualified .and approved by the building department and acceptable 10 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 butlding department, engineer and architect of record. Copies of Ihe report shall be available at the job site at all time. 7. Final reports for all in~pections and testing must be provided by !he special inspector. Final reoorts shall document completion of all inspection and correcUon ·of all noted discrepencies. 8. The duties of spedal inspector sl1afl be in conformance with the requirements of section 1704 cf the Galifornia building code the latest edition. 9. Contractor shall be responsible for all expenses due to any premature notification of inspection whic:1 results in additional site visits. 10. Failure of notifir-,ation by the contractor for inspection on a timely basis may result in complete removal and replacement of all work performed at contractors expenSfJS. Site visits by the structural engineer do not constitute an inspection. Special inspection required for the fo!fowing il:ems: SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED FOR CONCRETE CONSTRUCTION AND SPEC!FIED IN THE FOLLOWING TABLE SPEC!AL INSPECTION TABLE FOR CONCRETE CO,!STRUCTION (ONLY APPLICABLE IF THE STRUCTURAL DESIGN OF FOOTING IS BASED ON fc > 2500psi) SEE NOTE #4 UNDER REINFORCED CO~ICRETE. TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION Reference \BC 1. Inspect reinforcement, including prestresslng tendons, and verify placement 2 Reinforcing bar welding: a. Verify we!dabilily of reinforcing bars other than ASTMA 706; b. lnspectsingle-pass ITlletwefds, maximum 5/16"; and c. Inspect all other welds 3. Inspect anchors post-installed in corn:rete. 4. Inspect anchors post-installed in hardened concrete members. a. Adhesive anchors lnsta!led in horizontally or upwardly inclined orientations to resist sustaineo tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. 5. Verify use of required design mix. 6. Prior to concrete placemen!, fabricate specimens 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. ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Standard Reference r ACI 318 Ch. 20,25.2,25.3, 1908.4 26.5.1-26.5.3 AWS D1.4 11\CI 318: 26.5.4 ACI 31 S: 17.8." ACI 318: 17.8.2, ACI 318: 17.8., ACI 318 Ch 19, 904.1,1904.2 26.4.3, 26.4.4 908.2, 1908. ASTM C 172 ASTM C 31 ACI 318: 15.4.5, 26.12 ACI 318: 25.4.5 ACI 318: 26.4.7-26.4.9 1908.10 1908.6, 1908.7, 1908.8 1908.9 ·1 a. Application of prestressing forces; and ✓ _ ACI 318: 26.9.2.1 l---------------+-----l------r'ACl318:28.9.2.3 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 post~iensioned concrete and prior to removal of shores and forms fror1 beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. ✓ ✓ ✓ ACI 318: 26.8 ACI 318: 26.10.2 ACI 318: 26.10.1(b) ' GENERAL REQUIRElVlENTS Al! material and workmanship shall comply with the following: 1, These General Reqt1lrements unles:; otherwise noted on plans or specifications. 2. California Building Code, 2016. 3. Al! 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 Bullding Code orC.B.C. 2016. 5. In case of conflict, the more stringent requirement shall govern. 6. On sii:e Verification of a!I dimensions and cond!fions 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 structuraf details shall be made without the wrltten approval of Gouvis Engineering Cons..!lting Group. Approval by the inspector does not constitute authority to deviate from pfans or specifications. 9. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responstbilily ofthe oontraclm, and has not been considered by the architect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the app!ical:ion of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in [his regard. The buitder 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 oonsultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail al! conditions, idenl.ify an materials, or define or limit the scope of work required to complete 1he 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 wiH mee1 or exceed accepted industry standards. 10. Gouvis Engineering shall have no liability for waterproofing or moisture transmission issues, whether related to concretE slabs, footings, foundations, or otherwise. OiNner, Soils Engineer and Contractor shall be entirely responsible for such issues, and will defend and indemni1y Gouvis Engineel1ng against al! such claims. REINFORCED CONCRETE GENERAL 1. All reinforced concrete materials and construction shall conform to chapter 19, C.8.C. MATERIALS 2. Cement shall conform to C.B.C. 1903 of C.B.C. and shall correspond to that on which the se!ection 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 sarn, unless sulfate car.tent In sail is less than soils report recommended. Refer to section 1904 of Building Code for special exposure conditions as required by Soils Engineer & see Corrosion Engine,er's recommendations for concrete exposed to cor;-osion. 5. Reinforcing steel shall conform to ASTM A615. Grade 40 for siz-es #3 and Grade 60 for sizes #4 and larger. 6. Dowels shall be equal in size and spacing. STRENGTH 7. Concrete shal! be proporlioned to provide a minimum compressive strength, fc, equal to 2500 psi (28 days), unless noted otherwise. ' 8. A!! reinforcing, dowels, hoJdowns, and other inserts shall be secured in pos!lion and approved by the local building official prior [o 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 -i i/2n d. Slab on grade ~ at center CONCRETE MASONRY GENERAL 1. All concrete masonry materials af"ld construction shall be in accordance with Building Code, Chapter 21. MATERIALS 2. Al! 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 ASHA C270 and shall be proportioned per Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602-13/AC! 530.1 -13/ASCE 6-13). 4. Grout shall comply wilh Article 2.2 & 2.6B of TMS 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. Toe compressive strength of grout shall be determined in accordance with ASTM C-1019. 5. Goz:crete rnason:;y· Lcn:l.s stall e:or,form ta ASTM C90 for load bearing concrete masonry units. Concrete brick shall ccnfon"'.1 to ASTM C'55, 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, f'm, shai! be 2000 psi, unless noted otherwise. If higher fm is noted, it shall be verified by prism tests as required in Article 1A Specification of Masomy Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13). 9. Reinforcing steel sl1all confom1 to ASTM A615. Grade 40 for sizes#3 and grade 60 for sizes #4 and larger. SPECIAL INSPECTION 1 Q_ Special inspection for concrete masonry construction shall be carried out in accordance with Building Code Section 1704 arid requirements in Special Inspection tables 011 sheet SN-1. Masonry compressive strength, fm shall be verified by Unit strength methocl or Prism test method prior to and during construction as described in Article 1.4 Specificalion for Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13). FOUl\!DATIONI Solis 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 repori is ccnsidered part of calculations and construction documents and is to 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 tile Gouvis Engineering minimums. Soil engineer should review and approve all retaining walls prior to construction. DESIGN CRITERIA: ACT!VE EFP (LEVEL) = 35 PCF ACTIVE EF P (2: 1) = 55 PCF PASSIVE EFP = 300 PCF SOILS DENSITY = 115 PCf BEARING CAPACITY= 2000PSF U.= 0.35 PER SOILS REPORT, SOILS CHLOR!DE CONTENT IS "SEVERELY CORROSIVE". CONTACT CORROSION CONSULTA~IT AND SOILS ENGINEER FOR CORROSION PROTECTION RECOMMENDATION 1. U.N.O. all cells coritaining reinforcing steel shall be grouted solid. 2. All portion of wall retaining shall be grouted solid. 3. AH foofrig shall be poured on t • .mdisturbed 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 io confirm that the footing is e;ccavated into suitable bearing material. 4. Wall shall be laid true and plumb. 5. Provisions shall t,,s r;;ad-e for adjoining oonstruclion. 6. Al! laps a:1d spllces shai! be48 bar diameter min. 7. All construction shall be done in accordance with applicable sections of the 2016 CALIFORNIA BUILDING CODE and ACI standrnls 318-14. 15 Studebaker Irvine CA921518 Irvine tel 949.752.1612 fax 949.752.5321 Palm Spri11gs tel 760.323.5090 DATE SIGNED: 8116119 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIF!CATIONS ARE THE EXCLUSIVE PROPERTY Of-"' GOUVIS ENGINEERING CONSVLTJNG GROUP, Al'ilD ALL INFORMATION SHOWN !S CONFIDENTIAL TO ALL RECIPIENTS AND NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED,OR REPRODUCED,NOR CAN ANY STRUCTURES SE BUtLT FROM THEM WITHOVTWRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP COPYRIGHT GOUVIS ENGINEERING CONSUL TING GROUP 2008 .ll.J.L RIGHTS RESERVED PROJECT: Treviso DEVELOPER: Lennar Homes of California ARCHIITECT: C2 Collaborative LOCATION: Carlsbad San Diego CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: LANDSCAPE DETAILS & NOTES PROJECT NUMBER: 6495"1 ENGINEER: DRAFTER: GE GE 1/30/2019 08/"16/2019 -~~ SHEET NUMBER: S-LS1 FDR THE CONSTRUCTION OF STEEL ELEMENTS OF BUILDING & STRUCTURES, ITEMS OF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUI RED & SUMMARIZED IN THE FOLLING TABLE SPECIAL IN SPECTION TABLE FOR STEEL STRUCTURES VERIFICATION Quality Assurance Reference s1andard & INSPECTION Performed Observed TASKS PRIOR TO WELDING 1. Welding procedure specifications ✓ (:NPSs) available. 2. Manufacture cer@cations for ✓ welding consumables available. ~-Material identification (type/ grade}. ✓ 4. Weider identification syslem. ✓ S. Fit-up groove welds ( including joint geometry) a. Joint preparafon. 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 qualiDJ 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 raot) ✓ b. Cleanliness (condition of steel surfaces). c. Tacking (tack weld quality and locafon) 8. Check welding equipmenl - TASKS DURING WELDING 1. Use of quafified welders. ✓ :;:_ Control and handling of welding consumables. a. Packaging. ✓ b. Exposure contr<J. 3. No welding over cracked ✓ tack welds. 4. Environmental conditions. a. Wind speed within limits. ✓ b. Precipitation and temperature. 5. WPS fallowed: AI SC 360-10 a. Sel~ngs 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./ max.). g. Proper position (F, V, H, OH). 6. Welding techniques a. lnterpass and final deaning. b. Each pass within profile ✓ limitations. c. Each pass meets quality requ irements. TASKS AFTER WELDING 1 Welds cleaned. ✓ 2. Size, length and location of ✓ welds. 3. 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" OUN□ HSS5x0.25 STEEL COLUMN, EMBED 0 POLE FOOTtNG, PER PLAN 2. OOTING DET. PER 2/S-LS2 3. 4. 5. M, WELDED TO GIRDER AS SHOWN & ANGLE CONNECTION BY MANUF. 16" O.C. ALL AROUND NOTE: VERIFY ALL DIMENSIO, LANDSCAPE ARCH'T REFER TO LANDSCAPE A DRAWING & DETAlLS FOR E INFORMATION LEVEL BACKFILL PER SOIL REPORT STRUCTURE IS LOCATED NOT AT THE TOP OF THE SLOPE 3 ::l!~i@,m:iij~ij:;~i~i:ij;~J~:j:~~~~:ti~f ::~:\r~ ii:/itil:::;I:~;;;~;:i :::i z :5 CL UJ UJ ~ I ·.·.·-·-·'.·.•'.·. . •• -::::::-;-:.-:-:::::::::::=::·:·::::;::::::::::::::.;::;;:;::::::::-:=:::::::::::--:::::;:::.:::,: ;:::::::::::::::::::'.:::;:::;:::::;:-:::::::::::-:::r. :::: C.L. I I 1 . STEEL COLLI MN PER PLAN 2. FLAG POLE FOOTING. I FINISH GRADE =<l:""~~-1:-,.-. :lll ,---,-,-. ==s~. ~#3~T~1=Es-@~s~· =o~.c-. _, . ' I •. d 6. (4) t/2'Xt2" ANCHOR BOLTS 114 SEE PLAN 5 WI LEVELING NUT. NOTE: POUR BOTTOM PORTION OF FOOTING, SET UP STEEL COLUMN, THEN POUR UPPER PORTION. VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCH'T REFER TO LANDSCAPE ARCH'T DRAWING & DETAILS FOR MORE INFORMATlON LEVEL BACKFILL PER SOIL REPORT TRUCTURE IS LOCATED NOT AT THE TOP OF THE SLOPE POLE FOOT IN G DETAIL 2 15 Studebaker Irvin e CA 92618 Irv ine tel 949752.1612 fax 949. 752.5321 ·Palm Springs tel 760.323.5090 DATE SIGNED: 8/1 6119 RESTRICTIVE NOTICE THESE DESIGNS, DRA\1\/INGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. AND ALL INFORMATION SHOWN IS CON.FIDENTIAL 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 CONSENT OF GOUVIS ENGINEERlNG CONSULTING GROUP COPYRIGHT GOWIS 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 INSPECT ION DETAIL & NOTES PROJECT NUMBER: 64951 ENGINEER: DRAFTER: GE GE '"'"'"""'~ ISSUED DAT PLOT DATE: 1/30/2019 08/16/2019 ~· .... --...l'"'"""'"'"'-~"""' SHEET NUMBER: S-LS2