Loading...
06-101879C E 0 w i a E u Ii fivrolkq \INING 'ROM R.O.W. TO '$ FROM TO SIDEWALK, l s Pc2M. 41 T REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I DESCRIPTION 07.10.06 <p BUILDING PERM17RESUBMITT 06.27.E FILL AND GRADESUBMTrA1 06.06.06 <g> BUILDING PERMIT RESUBMITT 06.02.06 UPIIIISEPARESUBMITTAL 05.12.06 ® OUT TO BID 04.03.06 AM BUILDING PERMITSUBMrrTA:. ' N00 N CT 00 p z In In ^tea` V N OI rn 8 L AND JOIN TO 345.98' 1 p' LEXISTING i p';. CONCRETE C 8.3 OA 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC 1 w o ALK t I 5 YELLOW WITH "NO PARKING FIRE LANE" PAINTED C-1 i fn LmwmilijI HEAVY DUTY c-8.3 WITH 4" HIGH WHITE LETTERING AT 25' o.c. ~ = _ EXISTING I " PAVEMENT .� cn cS WATER LINE _ °� © EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT • • - STANDARD DUTY c $ 3 SIZE, LOCATION FOR STOOPS STAIRS AND/OR RAMPS LOWE'S HIW. INC. _ _ _ PAVEMENT / 1530 FARADAY AVE., SUITE 140 r w w r r w r w r r THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH cARLSBaD,CAaz00e PAVEMENT PER 10 ,� ,,, 13 � �? , y � WITH THE TOP OF STOOP. 1760-804,6300 M 760.91e.9112 (F) ` OS OS - V, SD SD _ SD _ , 4 I I I l ARCH. PLANS c-S.o I O 25 il. CONCRETE SIDEWALK s © 6"4 PIPE BOLLARD TYP. SEE ARCH. PLANS s • • THIS DRAWING IS THE PROPERTY OF LOWE'S HOME C-8.3 CENTERS• INC. ANY USE OR REPRODUCTION IN +` ` PAVEMENT C-8.3 I WHOLE OR PART IS PROHIBITED WITHOUT THEI ® 2/ C ! EXPRESSED WRITTEN CONSENT OF LOWE'S Ii y� ® III I / O PAD MOUNTED TRANSFORMER. REFER TO c+rERs•+cmPraXwT2oo AURGHSREeERVEO ji _G ARCHITECTURAL PLAN FOR EXACT LOCATION AND • • I STAMPED CONCRETE PAVEMENT SLOPE. CONTRACTOR TO COORDINATE WITH PUGET 4 24 DS N / 1 SOUND ENERGY FOR DETAILS. 18" CONCRETE CURB & GUTTER C-8.o . q u O 1 (� OE CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL I ' 21 I • PLANS FOR EXACT LOCATION AND SLOPE.4A 7 I I (JT� i O PIPE BOLLARD s C-8.o NG F ACCESSIBLE PARKING SPACE TYPICAL. SEE I �I 1 ® NUMBER OF PARKING STALLS PER ROW O DETAIL SHEET FOR ACCESSIBLE PARKING c-a.4 UP �jzJ 250� ;1 � � C -COMPACT STALL SPACE SIZE, SIGN AND SYMBOL I I / I II x x CHAIN LINK FENCE C_$ 5 ("VAN" -INDICATES VAN ACCESSIBLE SPACE) O I 20 ROW DEDICATED 1 L=44,06' 1 , ,I CART CORRAL (FURNISHED AND C ss G CART CORRAL TYPICAL P p R=28.00 INSTALLED BY LOWE'S) O ROVIDED BY LOWS S - - - 1 RETAINING WALLOH 18" CONCRETE CURB c s.o C e.o c �s.1 O M C-. 4CA.2 1 AND GUTTER TYPICAL L I TIE INTO�'i(I T. I I �'------'�-------- FIRELANE STRIPING - J _ _ cflo c-1.1 0 CONCRETE SIDEWALK s a �" SIDEWACK c-8.2 c-8.3 UGC G G OJ CURB RAMP DETAIL 5 G ® ,� C C-8.1 C-8.1 C-8.1 C-8.3 - - E IT- R =40. 0 _ _ �_ O PAINTED DIRECTIONAL ARROW TYPICAL 2 3 33'4T0 �47 --- --- 01'3521"Wvi86'------------------- _ T -REMAIN------ • • _ E � so ------ PAINTED WHITE EXCEPT AS NOTED C-8.4 AL CHORDI - -- -- 0 OSED RIGHT E INTO I ---------------- ---a------�6a _AT_D-A�ZK -- Iffim CU B _ L © LIGHT POLE BASE (TYP) REFER TO SITE LIGHTING PLAN. Z a f • --I E NN N I--------------- C=rSC�D'-I---- - - ---� ---- - --------- I I= ��-------------- SEE SHEET C-4.0 o REFER TO E W I z I ---------------- „„ 5 g Y So So So SD PLANS FO e s ` {-• - - - - - -w- - - - -w- - - - -w- - - - -w GRAPHIC SCALE OM STOP SIGN 12 STOP BAR (TYP) e e U ----- �°----- -----LU - ----- ----- � --- --�- - - I g� -----�--- �� 40 o To �o aG Teo C-8.4 C-8.4 = U don n IMPROVEME n - mmmmmmrtlmm mmm ' P w W BI BI m WIW W IM M w � N CHAIN LINK FENCING ON RETAINING WAQLL. SEE _ _ RETAINING WALL DESIGN BY GEOIECH. Q } - as T as as o-�t o- d d � I �' 1 inch � 40 ) tt 6 m OO PEDESTRIAN STAMPED CONCRETE CROSSWALK } I , I 1 © PEDESTRIAN CROSSWALK. EDGE LINES PAINTED C �s.2 -j Q CALL 48 HOURS SYSL 8" WITH INSIDE STRIPING PAINTED SYSL 4" A Z Q N 5 I BEFORE YOU DIG / 5 Q 1 Q s 1 I I I I 1-800-424-5555 2 -0 o.c. 0 45% PERPENDICULAR TO EDGE LINES. N ® 1500 GALLON DIESEL STORAGE TANK AND GENERATOR. LLJ [LiPARKING DA C) Lu TA PARKING REQUIRED: COMBINED PARKING PROVIDED: RETAIL = 1 STALL / 300 SF FLOOR AREA EXISTING STALLS TO REMAIN LOT 1 = 147 STALLS STANDARD STALL SIZE: 9' x 18' NEW LOT 1 - EXISTING LOWE'S SITE: = 367 STALLS STANDARD STALLS LOT 1 = 32 STALLS COMPACT STALL SIZE: 8.5' x 15' PARKING RATIO = 2.7 1,000 GSF / STANDARD STALLS LOT 2 = 528 STALLS CONTRACTOR STALL SIZE: 10' x 18' COMPACT STALLS LOT 2 = 13 STALLS ANGLED (30') STALL SIZE: 16.5' x 8' NEW LOT 2 - NEW LOWE'S SITE: = 563 STALLS CONTRACTOR STALLS LOT 2 = 24 STALLS PARKING RATIO = 1.8 / 1,000 GSF ACCESSIBLE STALLS = 12 STALLS TOTAL PARKING REQUIRED=930 STALL7_ TOTAL PARKING PROVIDED = 756 STALLS L�uIE�S III I / FIRE LANE STRIPING} /tar ItI i 116K SUPERWIDEIII _ �' I I I 1811,711 3 / j I ARE LANE STRIPII�q EXISTING I i r I TYP. ! I �! // i BUILDING zaSF »oaa5 s< I I� catery B N e1`94 "1 1r j i O I ❑• 1....... • .�.. _�....._........ _ i� O o O 0 O 0 0 V r \ �/ w• ••• E ,/ . �._ ......�,..._.: • 5 ee•32•w• . A I s szor E acr 2zZ / I 0 0 0 0 V rn f I N Zrss• E 7.tr I"A s ee92'o 7.1 I I asl}e'zs' E / a-s 25' a .. --------- �--5--------------- = FLARK ) -" ----------------------------------------- -1-�ENCki9@LTED_P - - --:: -_ - ----------- --- ------------------ - - - - - -- _ _-- 5. Wp � � � �AY� _ ��V..yyEI��A�"C��A_L__-CURB��I�(6`}-!NC`kI�S IN --HEIGHT SHAL-L �E�AIPETEI}-�i-OW 9N-�iE- TOR-AND-�E- -;ee X ENOM THE LEN�I OF THE MSIGNATED PRE I AAIC TLIC NT 4 IA�M THE unAmso u: �I i I'I i I\ __-" "' J'''J��_�= ----_- rT7_. •CURBS SHALL BE MARKED WITH BLOCK LETTERING A MINIMUM OF EIGHTEEN (18) INCHES IN HEIGH 4, AND WITH A THREE (Y) INCH BRUSH STROKE READING: NO PARKING - FIRE LANE'. LETTERING SHALL BE YELLOWED SPACED -AT V-MORE-THM-FIM 450'-FZOT-KTERVALS.- I _ ' III I ` •• -FIRE LANE STRIPING � I a nn SCALE: 1 =100 LEGEN D SITE KEY BUILDING SCHEDULE BUILDING FLOOR AREA GARDEN AREA TOTAL EXISTING 110,025 SF 16,226 SF 126,251 SF PROPOSED 136,999 SF 31,712 SF 168,711 SF COMBINED 245,617 SF 31,712 SF 278,736 SF * 16,226 SF OF EXISTING GARDEN CTR/LUMBER AREA TO BE DEMOLISHED CID ltn cm ® PAINTED SOLID YELLOW SINGLE LINE (SYSL) 0 4' o.c. LIJ W w 45' 0 -1 LL LL OS PAINTED YELLOW "LOADING ZONE" @ 100' o.c., 24" *-1 a• HIGH MAX. ORIGINAL 2 O WHEEL STOPS (LIGHT POLE BASE PROTECTION) OU 12" HIGH PLASTIC WEB FENCE, PER ARCH. OV 12' HIGH CMU MASONRY ENCLOSURE PER ARCH. O PAVEMENT CONSTRUCTION JOINTC-8.3 11 ISSUE DATE: 4-8-2005 OUT TO BID ISSUE DATE: 5-12-2006 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: C-1.1 SHEET 140E 40 Lu CA T ol C M � O 1 14 v �o