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Plan, Tentative APPLICANT 9/12/2016
ASPHALT PAVING CRU6HEID ROCK - TOP COURSE COMPACTED-\ GRAVEL E�AE CAW—IN—PLACE CONC, CURB r--- LAUUSCAPE AREA nk CONCRETE GUR5 DE I TAIL SCALE- 11/," 11-011 PLANT LEGEND ISYMWL 50TMICAL RCONI NAME 'SIZE ajmTITY TfREES 0 EXISTING STREET TREES GROLNI)COVER ARCTOSTAPHYLOS URSI URSI KINNIKINNIK 3V24 POT at 18" O/C NOTE: NEW LANDSCAPING MUST BE WATERED IN THE SUMMER SEASON FOR THE FIRST TWO YEARS. ONCE ESTABLISHED, NO ADDITIONAL IRRIGATION IS REQUIRED. 3" Fine Bark Mulch Bed X = Per plant Schedule Y = 85% of X A3 I.P411 Till native soil to 4" depth, adding 3 cu. yds. of nitrolized humus per 1,000 sq. ft. Add gypsum at rate of 20 lbs. per 1,000 sqft. and incorporate into top 2" All ground cover plants to of soil. be planted on center and in a triangular pattern. PLANTER NOT TO SCALE II M RELOCATE E, PARKING ST W 3! 0 REPLAC TRASH E NEW LANDSCAPING 4R Fit NEW NOTE: THE SITE IS WITHIN THE 1 -5 YEAR TIME OF TRAVEL ZONE TO AN EXISTING GROUNDWATER WELLHEAD FACILITY (SPORTS WAY WELLHEAD). MAP and TAX LOT # 1703222001400 LMA TV14-o00,3q - 'SL� 9[w AQ�&-Klnw MF -"IS V- Mvr-simen+s Pg I of 3 6 V4 yy .�tA (4� _09D Al? R. TORMOD HELLIVIG SEWKWAMGTON OF VAM- 2016-05-23 0RAW 13y. RTH C�ECKEV 5Y-. RtW ,SET TITLE SMPLAN < Zti ry < LJ0) z F— 0 < < to 0O ck: V) LL. W U- (9 Z w 0 CL 0 —17 w w 86- 0 z 0 x N ot�' Li LJ .�tA (4� _09D Al? R. TORMOD HELLIVIG SEWKWAMGTON OF VAM- 2016-05-23 0RAW 13y. RTH C�ECKEV 5Y-. RtW ,SET TITLE SMPLAN NOT U D! SCALE- N/A NT U SCALE: N/A CANE HOLDING PIN, 1/4- PIA, ROD WELDED TO ANGLE — ROUND BAR DROP LATCH (MAX. DIA. 3/4'!) 3m 1"0 STEEL PIPE SLEEVE 8" CONCRETE APRON — 16 GA. STEEL, GATE, Ll" x 2" x 1/4" STEEL ANGLE FRAME >j 6" CONCRETE SLAB AT TRASH ENCLOSURE EXP JOINT 2.x 2 x, 1/4 ANGLE FRAME 1 31ex 18 GA. GALV. RIBBED STEEL DECK SPOT WELD TO ANGLE FRAME 2"x 1"x 6" LONG STEEL BAR WELD TO TOP COLLAR AND ANGLE FRAME inrri COLLAR Ao mro r," tznm Diop GATE JAMB STION ==W*08 )* SCALE: 1 1/211 = 1'- 0 i -to -t" SiL. TUBING 4AIA" DACC .t -r X X ' W/ Dj w X " x "LATE & (4) 3/4-0 ANCHOR <BOLTS TO FOOTING. VELD STEEL CAP ONTO TOP OF STEEL TUBING 2 x 2 x 1/4 ANGLE FRAME 3/4' x 16 GA, RIBBED STEEL )ECK SPOT WELD TO ANGLE FRAME 4) 5" x 4!' ICRP STEEL BUTT HINGES -PER JAMB WELDED TO ANGLE FRAME & L6 x 4 x 1/4, GATE JAMB SCALE- 1 1/2" = 1'-0" NOT USED IV DROP' LATCH DETAIL SCALE: N/A 14 SCALE. 3" V-0" _---,CMU: @ PERSONNEL DRILL, 3/80 DIA. HOLE GATE ONLY THRU BOTH TABS BENT FB PROVIDE STEEL TABS"WELDED— 1/4" X 2" X 2" STEEL 3/16- X, DIM. TO FRAMEAT MID -HEIGHT TO IANGLE, GATE FRAME SHOWN PERMIT PADLOCKING FROM "INSIDE @ DOUBLE GATES 16 GA. GALV. PROVIDE 1l4"x Yx 1, 1/2" I STEEL DECK SHAPED PLATE F.B. @ PERSONNEL GATE O 1/4' X 4" X, e FOR OPERATING LATCH FR INSIDE T.E. 5/8-1 T� BB AA I B. —1110- - DRILL 3/8" DIA. HOLE` 1W DIA. X 1* M.B. 1/4`x3`x1 1/2" RBB THRU BOTH 'PLATES FOR F8 ll/r X 1 1/2" X 5" BEYOND 0 PERSONNEL A PADLOCK I WELDED TO STEEL ANGLE FRAME GATE LATCH ONLY BENT" , fB 1/4" X 1 1!2'' X 15" BENT FB 3/16" THICK SEE DETAIL 15/SD1 BENT FB,3/16" SHAPED r PLATE SEE FB: Ile I X 1 1/2" X 1 1/2" FB 1/4" X 1 1/2" X 1 1 12" B DETAIL 15'/Ml BENT FS, Ile X 1, 1/4" X 150 A NOTE: ALTERNATE TO STEEL DECKING TREX DECKING PRODUCT r LINE TANSCEND SHAPED PLATE COLOR: ROPE SWING. BAR LATCH ELEVATION 15 BAR LATCH, FLAN' SCALE: 3" = 1'-0" SCALE:, 3" = '1'-0" CAP'STL TUBE, L2 x 2 x 1/4 ANGLE FRAME� 1/4"x Yx'Y STL. TUBING 1 3/4" x 16 GA. RIBBED 'STEEL DECK SPOT WELD TO ANGLE FRAME 00 L2 x 2 x 1/4 ANGLE FRAME 4_8" 6" HIGH x 20" WIDE CONCRETE CURB FIN. GRADE SITE SITE PLAN E co C> � II " --6" CONCRETE SLAB w/ #3 7BARS AT 18" oc. EACH WAY. 0 SCALE: 1/2" = l' -O" -�4) #5 BARS, 2 BARS EACH AT TOP ND BOTTOM OF FOOTING LL S E 10 1 GATE ELEVATION LIGHT FIXTURE MOUNT AT(+) 6'-0*'., HOLE FOR DROP BAR SEE ELECTRICAL ON SHEEP E1 LATCH PER 14/SDI tt 9, GATE POST 6 PIPE A0.1 Typ. HOLE FOR DROP BAR LATCH PER 14/A0.1 6" CONC SLAB k w/#3,BARS 0 I 6 18'o.c. EACH WAY 0 AO. 1 Q) OD SLOPE DN r SLOPE DN 1/8" PER Ff 1/8" PER FT SUMP GREASE ANY WATER COLLECTED IS TO NTAINER BE DISPOSED IN SEWER SYSTEM. INN VVAI t:K UUN IA INMI=Nl RIDGE N 7 2� HOLE FOR DROP BAR 9 LATCH PER 14/A0.1 AO. 1 METAL GATE SEE 6/AO. 1 2--0" S-4° I 6-8 1/4" 12'-0" 5') PAINT TO MATCH RIBBED STEEL DECK L2 x 2 x 1/4 ANGLE FRAME WITH MITERED CORNERS. 1 3/47x 16 GA., GALV. RIBBED STEEL DECK, SPOT WELDED TO FRAME, 2' o.c. MAX. PAINT TO MATCH BUILDING HASP AND PADLOCK CANE HOLDING PIN, SEE DETAIL 14/SD1 1/2" CANE BOLT AT EACH GATE EMBED PIPE, SLEEVE IN CONCRETE TO ACCEPT BOLT. SEE 1/SD1 FOR LOCATIONS. HOLD FOUNDATION WALL DOWN 4" AT ALL GATES, PROVIDE PVC SLEEVE IN CONCRETE. 6"0 STEEL PIPE, SHOWN DASHED SET IN 16" 0 CONC. FOOTING FOUNDATION WALL SHOWN DASHED. 6, 6" DIA. STEEL PIPE. FILL AND CAP WITH CONC. Q x 2 x 1/4 ANGLE FRAME MITER CORNERS. DIAGONAL BRACING ANGLE 1 1/2"x 1 1/2"x 1/4" 2'x 1"x 6" LONG STEEL BAR WELD TO TOP COLLAR AND GATE FRAME STEEL TOP 'COLLAR w/GREASE ZERKS STEEL BOTTOM COLLAR WELD TO PIPE 1 31ex 18 GA. GALV., RIBBED STEEL DECK PLAN I TRASH ENCLOSURE PLAN SCALE' 1/4" = 1,-0" 3"x Wx 1/4" HHS BRACE o o? FOUNDATION WALL SHOWN DASHED SEE 5/A0.1 TRAQ EN LOSURE ELEVATION 6" DIA. METAL GATE POST'SEE 7/AOA(T,`P.) 00 11 ip FOUt WALI, SCALE: 1/4" = 1'-0" ,R- TORMOD HIFLLiVIG OF EM -M., 2016-05-23 DRAM BY RM CI EMED BY; Rm 6WEET TITLE - SITE DEtAILS 15k Putn AAod- I pt I 5k I Ivil vy"s VISIONS I of :3 NO. VAIE 1 9f7116 0 0 F— F— < z r. L ry zCF) < 0 V) ©f I LL z L Lj 0 CL W (L < W, F- 0 Z, F- 0 at Ld uj F- -7, ,R- TORMOD HIFLLiVIG OF EM -M., 2016-05-23 DRAM BY RM CI EMED BY; Rm 6WEET TITLE - SITE DEtAILS 15k Putn AAod- I pt I 5k I Ivil vy"s VISIONS I of :3 NO. VAIE 1 9f7116 EXISTING; CURB EXISTING PARKING STILLS EXISTING TRASH ENCLOSL R. TORMOD HELLWIG SEQUKWASHINMN Q LtMSE#5I75 t� OF 0 DA'T'E: 2016-09-06 op,AIJI~t BY: ice` MAP and TAX LOT ##'1703222009 400 cl ams �� 6WEET TITLE: WE PLAN �PC1Co-t�3� vc�-e Picu� �Vt.c�c�. ,VCc�tvY' i�Ylal4%€S �J�, SSC, 1t�l�rC.StY PX1rS NO. o& EXISTING SITE PLAID R5 A0.2 SCALE: V-20' 2 `0s nn a t ,,. 0 F-- "< rte. r. LJLJ_ z .�[ F-_. w D J 0 w ctf Z '--_ o0.. cn LLJ ----' W W z �z w X LLJ `. R. TORMOD HELLWIG SEQUKWASHINMN Q LtMSE#5I75 t� OF 0 DA'T'E: 2016-09-06 op,AIJI~t BY: ice` MAP and TAX LOT ##'1703222009 400 cl ams �� 6WEET TITLE: WE PLAN �PC1Co-t�3� vc�-e Picu� �Vt.c�c�. ,VCc�tvY' i�Ylal4%€S �J�, SSC, 1t�l�rC.StY PX1rS NO. o& EXISTING SITE PLAID R5 A0.2 SCALE: V-20' 2 `0s nn a t ,,.