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Home My WebLink AboutDRB100482 Plans-- '�SITE PLAN A001 -747) )1"=20'-O' VSPA-N ENTRYDWG LAJ o • -- '�SITE PLAN A001 -747) )1"=20'-O' VSPA-N ENTRYDWG EX D�1Vl __ ~ -- - _ ACCESS _ ` \ _ _ _ FUTURE DRIVE � ACCESS i II� ------------------------------------------------ v in v 0 r-� . sr ON .cC t LAJ� .- LLJ 0 E— • s 1,! + 41.5 ENCLOSE EXTG DUCTS, HATCH * C , �XTG Aux S APRAIN TO REMAIN ;i T • � � . LE D S QUAR E • ST AR , • • B B -K LIGHTING LED C AMINO STA -1- 1 8 1- A FF ::A•r FORGE, N SAW -CUT EXTG CONC WALL FOR NEW PEDESTRIAN ENTRY NEW RAILING jNaljlgffA ►•. r 0 , -74— , \ ~ \\ FIRE W IYD Ra I\A- n A 57.25 ` I l 1 ROOF CRICKET, SLOPED 2/8" i ER FOOT TO SO ?TH nw Wk f ACCESS f i r r l 1 r EXIST STAIRS r r r r j f t 56.5 � I 1 l 22 S � it / lz r 1� f AA- RELOCATED EVERGREENS ( +I) 1 f j f I r 1 f l f ! l r f 1 ! ! f f 1 i f r l PARTIAL NE SITE P LAN OF EXIST ' ~� \ \ \ \ \ \ �r f 1 ? f l ! i j / i � f f ! 56 EDGE OF BELOW GRADE PARKING GARAG E VSPA -N ENTRY �' • PROJECT: DRAWN BY: D A T E : 09.13.14 REVISIONS: X11 r r �r _.. Aft • 4 r. .r -. a■r PROJECT: DRAWN BY: D A T E : 09.13.14 REVISIONS: X11 r r 2'-0" Min. Diameter Boulders T'. Mirafi 700x or Eq elant as needed to Maintain Gravel 1 eehind Boulders c ��aP��a� Key Botto/Boulders by 18" Min. T Compact Backfill to 90% 3/4" to 1-1/2" Crushed Rock or Equivelant Min. Standard Proctor Miraf! 140N Fabric or Equivelant Install Lateral Drain 20'-0" O.C. w/ 4" PVC Pipe or Gravel. Slope Drain at 1/4" Drop per I Lineal Foot of Drain. M1 I, - EXISTIN ACCES- aE 9 • lm� VSPA-N ENTRY.DWG A M 1 8" CMU LOW PLANTER WALL, STUCCO WITH METAL CAP TO MATCH EXISTING = 11-011 EXTERIOR WALL CONSTRUCTION - STUCCO: -3 COATS STUCCO: BASE, PRIMER, FINISH -METAL LATH -WATER REPELLENT BARRIER OR 30* FELT -1/2" CDX PLYWOOD SHEATHING -2x STEEL FRAMING -R-21 MIN BATT INSULATION -VAPOR BARRIER -5/8" GYPSUM BOARD TYPICAL NEW WALL DETAIL VSPA-N ENTRY,DWG 112" = V-0 +1 M ETAL F CAP --J 4" CMU PLANTER WALL DOWELED INTO EXTG STRUCT NEW HOT APPLIED, BUILT-UP WATERPROOFING SLOPED TO DRAIN AWAY FROM PARAPET 8" CMU PARAPET WALL DOWELED INTO EXTG CONC GARAGE STRUCTURE UNCOMPACTED FILL AND TOP SOIL 0/4" FREE DRAINING GRAVEL 3 R �DITIOI , � 1 �MG_ 5 A — 13—K LIGHTING LED SQUARE STEP STAR, ±18"AFF • - 13-K LIGHTING LED CAMINO STAR, ±18"AFF C — HUBBARDTON FORGE, ±78"AFF 1,410 W NEW EN' DEMO E)o i � EXTG AU)' J111x (ESTR MATC �PARTIAL NW SITE PLAN j1/8" = 1'-0" VSPA-N ENTRY • ON LLJ 0% L&J _J cc Oct ca ua 6-1 4 in c ��aP��a� Key Botto/Boulders by 18" Min. T Compact Backfill to 90% 3/4" to 1-1/2" Crushed Rock or Equivelant Min. Standard Proctor Miraf! 140N Fabric or Equivelant Install Lateral Drain 20'-0" O.C. w/ 4" PVC Pipe or Gravel. Slope Drain at 1/4" Drop per I Lineal Foot of Drain. M1 I, - EXISTIN ACCES- aE 9 • lm� VSPA-N ENTRY.DWG A M 1 8" CMU LOW PLANTER WALL, STUCCO WITH METAL CAP TO MATCH EXISTING = 11-011 EXTERIOR WALL CONSTRUCTION - STUCCO: -3 COATS STUCCO: BASE, PRIMER, FINISH -METAL LATH -WATER REPELLENT BARRIER OR 30* FELT -1/2" CDX PLYWOOD SHEATHING -2x STEEL FRAMING -R-21 MIN BATT INSULATION -VAPOR BARRIER -5/8" GYPSUM BOARD TYPICAL NEW WALL DETAIL VSPA-N ENTRY,DWG 112" = V-0 +1 M ETAL F CAP --J 4" CMU PLANTER WALL DOWELED INTO EXTG STRUCT NEW HOT APPLIED, BUILT-UP WATERPROOFING SLOPED TO DRAIN AWAY FROM PARAPET 8" CMU PARAPET WALL DOWELED INTO EXTG CONC GARAGE STRUCTURE UNCOMPACTED FILL AND TOP SOIL 0/4" FREE DRAINING GRAVEL 3 R �DITIOI , � 1 �MG_ 5 A — 13—K LIGHTING LED SQUARE STEP STAR, ±18"AFF • - 13-K LIGHTING LED CAMINO STAR, ±18"AFF C — HUBBARDTON FORGE, ±78"AFF 1,410 W NEW EN' DEMO E)o i � EXTG AU)' J111x (ESTR MATC �PARTIAL NW SITE PLAN j1/8" = 1'-0" VSPA-N ENTRY • ON LLJ 0% L&J _J cc Oct ca ua 6-1 P R 0 1 E C T : D R A W N B Y D A T E : 09.13.10 R E V I S I O N S : wl I�k� • 4� P R 0 1 E C T : D R A W N B Y D A T E : 09.13.10 R E V I S I O N S : wl I�k� F 5 qg Jib C V"A k'0 L C A (8) NEW PARKING SPACES NEW PARKING SPACES BOULDER RETAINING Jt LOW PLANTER WALL NEWLY EXPOSED GARAGE WALL W/NEW PARAPET, STUCCO TO MATCH EXISTING CONCRETE WALLS PROPOSED NEW SIGN UNDER SEPARATE APPLICATION — v A I L 1 �1 " NEW PEDESTRIAN ENTRANCE ---r NEW PLANTER, STUCCO TO MATCH ADJACENT WALL SURFACE PARTIAL NORTH ELEVATION 1/16" = if.oft VSPA-N ENTRY.DWG NEW STEEL AND GLASS ENTRY AWNING W/ GLU-LAM TRIM TO MATCH EXTG, BLDG GLU-LAMS ENCLOSE EXISTING LOADING DOCK, STUCCO TO MATCH EXISTING, ADJACENT WALLS REMOVE EXISTING SITE WALL NEW MAINTENANCE SHOP ENTRANCE NEW TRASH ENCLOSURE, STUCCO TO MATCH ADJACENT WALL SURFACE m NEW FIRE HYDRANT LOCATION (3) NEW PARKING SPACES EXISTING ELECTRICAL TRANSFORMER co ON • • low r-4 r-•: CK LLJ F 5 qg Jib C V"A k'0 L C A (8) NEW PARKING SPACES NEW PARKING SPACES BOULDER RETAINING Jt LOW PLANTER WALL NEWLY EXPOSED GARAGE WALL W/NEW PARAPET, STUCCO TO MATCH EXISTING CONCRETE WALLS PROPOSED NEW SIGN UNDER SEPARATE APPLICATION — v A I L 1 �1 " NEW PEDESTRIAN ENTRANCE ---r NEW PLANTER, STUCCO TO MATCH ADJACENT WALL SURFACE PARTIAL NORTH ELEVATION 1/16" = if.oft VSPA-N ENTRY.DWG NEW STEEL AND GLASS ENTRY AWNING W/ GLU-LAM TRIM TO MATCH EXTG, BLDG GLU-LAMS ENCLOSE EXISTING LOADING DOCK, STUCCO TO MATCH EXISTING, ADJACENT WALLS REMOVE EXISTING SITE WALL NEW MAINTENANCE SHOP ENTRANCE NEW TRASH ENCLOSURE, STUCCO TO MATCH ADJACENT WALL SURFACE m NEW FIRE HYDRANT LOCATION (3) NEW PARKING SPACES EXISTING ELECTRICAL TRANSFORMER P R O J E C T : D R A W N B Y D A T E : 09.13.10 R E V I S I O N S : an • • low P R O J E C T : D R A W N B Y D A T E : 09.13.10 R E V I S I O N S : an