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Home My WebLink AboutPlan, Tentative APPLICANT 11/20/2013(I D NOTE: I. UNLESS NOTED OTHERW15f , ALL fFATURF5 CURRENTLY FX15T AND ARE 5H OWN AT fULL LINE WEIGHT. 2. fFATURF5 THAT WERE LOCATED IN THE FOOTPRINT Of THE 5 BUILDINGS UNDER REVIEW WHICH ARE NO LONGER ON 51Tf ARE IDENTIFIED A5 5UCM. to= 0 I CONSTRUCTION NOTES EXISTING WASIEWATER 0 INSTALL 1" PVC SCH, 40 WATER LATERAL EXISTING STORM DRAIN (D CONNECT TO EXISTING WATER LATERAL /-Z-) [KICTAI 1 1)" D(%/ Q('U At) QANIITAC)V (Z1 7VJF'D FAD('17 WAIKI 0Q —fXIT PARKING LIGHTS CONCRETE CONCRETE STORM DRAINAGE CHANNEL V%JASH STATION STORAGE 5HED ------ FUEL 112577 —0A,-j 41 EX15TING STORM WATER LINE ---- ---- ------- 7-7 26 x 27.s� CONCRETE U4 (, 114LLARDS� . . . TRASH . EXTRA CONEX STORAGE ENCLOSURE AREA 26' 27.5' x x x x x ------- cx>— x M R] Lu; 7 CONCRETE G RAV L H ------ CONDUIT �Z UIT RACKS ulj X 'Vi �rM % (- NN1 "RAEL OR DRNJ, E Q] x x -------- ------- - -- x- N 890 50' 47" E - 81147' 5TORM WATER A5-BUILT PRIOR TO CURRENT SCOPE 1 11 = 301-011 lk- E fX15TING CURRENT IMFfRVIOU5 5URfACE5 NT5 11 (n 71 0 u- 0 ;7 0 cy- u V) u.j a w d z o uj V) u- >- x d cc, 0 z z UI (y) ri 1- uj 04 uJ C) V-4 Lu 6� LLJ m: 0 t; M V V) z UJI 0 uj ce- I u b to Z z 0 V) 0 w Lu Lij t--4 < P--4 C> cl- un D cri Z 1-4 r-100 Z Q 0 u*) j C5 FILE NO. SWl DRAWING NO. SW1 N 900 W 2403T x ------ GRAVE.L - ------- -- X, .'ti_ -X, --k- X-X�-- GRAVEL � Cr bi i Ld z z UJ z w z w z < < < �� r LO �11 F- U,)z F- Lnz I-- Ln Z Lr) z ul) z Lo z oz -,t 0 It 0 to 't 1 to to �to ul-� XU XUj x C) XU x C) x C) x C) Ld coo 000 w coo w coo ui coo Ld co w coo < < I i < < < < < 0 0 0 F- 0 0 0 0 1-0 V1, 5 CONTAINERS W/ ROOF STRUCTURE - -------- cp Lu > < 0Q —fXIT PARKING LIGHTS CONCRETE CONCRETE STORM DRAINAGE CHANNEL V%JASH STATION STORAGE 5HED ------ FUEL 112577 —0A,-j 41 EX15TING STORM WATER LINE ---- ---- ------- 7-7 26 x 27.s� CONCRETE U4 (, 114LLARDS� . . . TRASH . EXTRA CONEX STORAGE ENCLOSURE AREA 26' 27.5' x x x x x ------- cx>— x M R] Lu; 7 CONCRETE G RAV L H ------ CONDUIT �Z UIT RACKS ulj X 'Vi �rM % (- NN1 "RAEL OR DRNJ, E Q] x x -------- ------- - -- x- N 890 50' 47" E - 81147' 5TORM WATER A5-BUILT PRIOR TO CURRENT SCOPE 1 11 = 301-011 lk- E fX15TING CURRENT IMFfRVIOU5 5URfACE5 NT5 11 (n 71 0 u- 0 ;7 0 cy- u V) u.j a w d z o uj V) u- >- x d cc, 0 z z UI (y) ri 1- uj 04 uJ C) V-4 Lu 6� LLJ m: 0 t; M V V) z UJI 0 uj ce- I u b to Z z 0 V) 0 w Lu Lij t--4 < P--4 C> cl- un D cri Z 1-4 r-100 Z Q 0 u*) j C5 FILE NO. SWl DRAWING NO. SW1 LEGEND EXISTING WASTEWATER EXISTING STORM DRAIN EXISTING WATER LATER CONSTRUCTION NOTES D INSTALL 1" PVC SCH. 40 WATER LATERAL CONNECT TO EXISTING WATER LATERAL INSTALL 2" PCV SCH. 40 SANITARY SEWER FORCE MAIN CONNECT TO EXISTING SANITARY SEWER UNDER BUILDING INSTALL 3" PVC DRAIN PIPE CONNECT TO DOWN SPOUTS OUTLET 3" PVC DRAIN PIPE INTO EXISTING SWALE INSTALL 4." PVC DRAIN PIPE CONNECT TO EXISTING STORM WATER DRAINS (2) WATER METERS S 890 50'47" E 436J4' X x ------ 11 X ----- ------- 'v, Zlz X CHAIN LINK FENCE—f — — — — — — — -'R 1YATER U D �O LU TERA L BREAK �A TEL. POLE STREET 5IGN MAIN LNVVN 5IGNAGE ---- ---- -- — ----------------- IX UJI X 0 < MATERIALS Q� STORAGE 10P OS 0FFfCrE OLS53,01,� C"l—IINTROLS OFTPCE UL 508 PANEL SH PROP05ED STORM WATER 1 11 = 301-011 N 90') W 240.87' I I II IMPERVIOUSE f f f SURFACES CONTINUE UNDER PROPOSED BUILDINGS 26 x 27S f 26*1 X,27,V CONCRETE EXISTING STORM WATER LINE CONCRETE IMPERVIOUSE SURFACES CONTINUE 26"X27.5' UNDER PROPOSED BUILDING WASH STATION TRUA, S H 5TORACE— 26' x 2.5 EXTRA CONEX STORAGE ENCLOSURE A X:E A x x x c) 5hco STATION PANE x j------------ >: — ---------------------- G EL STORM DR.AlLNAGE 0 RhOVE ---- -- ------ --------- 4 N 89c'50'47" E — 81147' x (All z 0 W w u- 0 z 0 F-4 CIL- Lu n uj C5 Z C) Lu O u- m Lu LU C) T-4 Lu V b *, 0 LLJ V) �7 j 0 0 I FILE NO. SWZ DRAWING NO. - SVVZ u.j moo uj F- V) < ce 0 D F- C) m z 0 Lu z (n 0 0 ur) CL 0 cy 0 CL F I FILE NO. SWZ DRAWING NO. - SVVZ ►s 1. 51TF FLAN DC to ao w 0 M Ol N 0 O Z 175 ul N u? `fd N 900 W 240.87' 5LOPE I �l V) Z 0 H V) 5 W C1 U- 0 Z 0 0- CtC U V) W 0 Uj to O {{ tJ Z U- X m 0 Z Z ui b d w p > a uj . r. m IY m tW- N C) u r—i LL1 Z V V H b w J H D Z 0 W 0 .J U D U W F- J Q H f- Z Z O W cn a U-) O w J N FILE NO. SLOPE DRAWING NO. SLOPE (3 C� AUTO * BIKE PARKING ANALYSIS*: AUTO: PROP05ED BUILDING FOOTPRINT (MATERIALS STORAGE ): 3884 5Q. FT. PROP05FD BUILDING FOOTPRINT (TOOL BUILDING ): 1 869 5Q. FT. PROPOSED BUILDING FOOTPRINT (EQUIPMFNT 5TORAGF ): 1440 5Q. FT. PROP05ED BUILDING FOOTPRINT (FAB STORAGE ): 2084 5Q. FT. 9277 TOTAL 5f / 10005f = 10** AUTO PARKING SPACES PROP05ED BUILDING FOOTPRINT (PAINT BUILDING). 1 440 5Q. FT. / 500 = 3 SPOTS 13 AUTO PARKING SPACES REQUIRED, 13 PROP05ED BIKE: PROPOSED BUILDING FOOTPRINT (MATERIALS STORAGE): 3884 SQ. FT. PROPOSED BUILDING FOOTPRINT (TOOL BUILDING ): 1 869 SQ. FT. PROPOSED BUILDING FOOTPR INT (EQUIPMENT STORAGE): 1 440 SQ. FT. PROP05ED BUILDING FOOTPRINT (FAB STORAGE): 2084 SQ. FT. 9 77 2 TOTAL 5f / 60005E = 1.2 BIKE PARKING 5 PA E C 5 PROPOSED BUILDING FOOTPRINT (PAINT BUILDING): 1 440 5Q. FT. / 3000 = 0.5 2 PARKING SPACES REQU I RFD, 2 PROP05FD = ONLY CURRENT SCOPE ACCOUNTED FOR, RE5T OF 51TF APPROVED PER LA5T MD5 APPLICATION ROUND UP A5 REQUIRED r u C r O f C C tL cc S 890 50'47" E 436.14' NnTF_ I . RFFER TO EXH I BIT 1. 1 5 1.2 * 1 .3 FOR TH E LA5T M D5 APPROVED PARKI NG COU NT 2. FFATURF5 THAT WERE LOCATED IN THE FOOTPRINT OF THE 5 BUILDINGS UNDER REVIEW WHICH ARE NO LONGER ON 51TE ARE I DENTI f ED A5 SUCH . PARKING NOTE: PARKING SPACES 47 -63 WERE REMOVED DURRING IN5TALLATION OF CONCRETE AND WERE SURPLUS PER THE REQUIRED 43 5PACE55 SFF EXHIBIT 1.4 PRnpn.gFD PARKING I AY n1 JT 1 11 — 301_011 z 0 LL N 900 W 240.87' p x x x x -- _ - x- x -- t x- x x _x_ -x- t x x x -x - x - - - -x x x- x -- , Z GRAVEL x - - GRAVEL nx MI 3 _ 1J _ _ i 1 l� z -IL-J, :r. i I w ui m Z /. 1q X-+ _ P� H [ a -hALS fl z! x Sfr ?C GRAVEL 19' 9' 9' 9' 9' . It 77\ Q \\ a X {{{�}}.,,,,.,,...y�j,,, 46 47 48 49 50 51 52 Yj _ q x 52 - CONCRETE,----,-" � . i W Q uj 6 ' N ,c C V Z z v 2za �4" X G' STEEL 43 44 as A -- 1 PIPE BOLLARDS Cf'YPiCAL) ,. x --f "' U:., 5)EI8 Y'- iNr-' _ MCP � (IYP�CAW 1 X r { , W � , J i .; W 31 1 32 3 33 34 1 35 36 37 W 39 1 40 41 42 ; m ( ! 53 s 54 , i > 9'A 90 MIN, TTMN ` .N. �9L` 17'�tMIN. u M� ��111 Ik 3 r 55 ` j {3 1 ..___...........,.J I CONCRETE �j` 1 sec i,v: i 57 i H € ,01 5g C1 TRASH EXTRA CONEX STORAGE ENCLOSURE AREA __ _- _ - _ o u.; t C) X X X X x- --CO -- x -- , } _......� uj y GRAVEL x .....I CONDUIT RACKS t1I I 1 ____ ___._._ _ _.. ! ' o -- - x { x vi X-X _ .�_ ; _ __ __ ____. .�._- __ -- -- _ __ _ -_ ___ . __�__ _ _ ___ _. __ _ >� __ __�.. _ __ __ .__ _ .. _._. _.____ X X X —=- x' --x-w--_x X X -x -� N 890 50'47" E - 813.47' D W 0 H r n Q Vz H N cn c� ® CL E z o W IN z cn S o 0 CL c an 0 w -1 te Q a.. Date i'v NOV 2013 FILE NO. PRKG2 DRAWING NO. V� \