Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/3/20171401e�i • --- BOUNDARY LINE _ ADJACENT LOT LINE EXISTING 1' CONTOUR LINE C� EXISTING CURB & GUTTER EXISTING WATER MAIN (W EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER VALVE 1"W- PROPOSED WATER LINE 0 PROPOSED WATER METER 12"SDS EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET 12"ST•-@ PROPOSED STORM DRAINAGE SYSTEM O PROPOSED AREA DRAIN ---8"0 -WWF EXISTING WASTEWATER SYSTEM -6"WW---o PROPOSED WASTEWATER SYSTEM --------- OHU- --------- --- EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT - - EXISTING UTILITY POLE T EXISTING TV PEDESTAL P EXISTING PHONE PEDESTAL PROPOSED YARD HYDRANT o DRAINAGE ARROWS Digitally signed by Scott Morris Date: 2017,03.01 17:16:27 -08'00' PROPOSED 6' SOLID FENCE PROPOSED VAN-----,, ACCESSIBLE SIGN i% 48, r RAIN GARDEN #4 179 SF ---_ . _ _ . . 447.75 EX BW PROPOSED STD. WHEEL STOPS 6' X 6" IMPERVIOUS AREA=4,052 SF -t---� PROPOSED HYDRAULICALLY ISOLATED TRASH ENCLOSURE W/DRAIN TO WASTEWATER SYSTEM PROPOSED 6' SOLID FENCE RAIN GARDEN #1 63 SQ FT I PROPOSED BICYCLE PARKING 5 SPACES 6'X10' 1 v' ME X00 0 7 COVERED SEATING AREA 1 ( O + ( SEATING AREA I A ALAM Tm I .... I I. I AWAIIAN SHAVE ICE /GRANITAS 1 I E i EXISTING DRIVEWAY TO BE ENHANCED WITH ADA RAMPS SCALE 1"-10' .,o RAIN GARDEN #2 ' I 6 SF I �r NOTES: 1. FOOD CART SEATING AREA TO BE CONSTRUCTED WITH PERVIOUS MATERIALS (PAVERBLOCKS,ETC.) 2. EXISTING WASTEWATER LATERAL TO BE POTHOLED AND ELEVATION TO BE VERIFIED AT START OF CONSTRUCTION. FRANCHISE UTILITIES: 1. ALL FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH PROVIDER TO PREPARE SERVICE PLAN. STORMWATER NOTES: 1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WEB SOIL SURVEY. 2. EXISTING SOIL IS HYDROLOGIC GROUP B, INFILTRATION IS PROPOSED TO DISPOSE OF STORMWATER RUNOFF. 3. SIM FORM USED TO SIZE FILTRATION RAIN GARDENS. REQUIRED: 286 SF PROVIDED: 446 SF 4. INFILTRATION TEST SHALL BE COMPLETED PRIOR TO CONSTRUCTION TO SIZE ROCK STORAGE CHAMBERS UNDER RAIN GARDENS. otic NN N?111- DOW 2- MAR 0 3 2017 Original Submit . X55 C� Lu UXJ�N 0 Z MAR 0 3 2017 Original Submit . 0 Z W J Iz— o � � Cn N 92 rg O W tinni`` W v MAR 0 3 2017 Original Submit . SHEET C-2.0 Z W J M Cn W w z u z u o o g SHEET C-2.0 LEGEND SFORMER SCALE 1"-10' F -T-1 I ff I WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 221. CONST 6"X6"X4" WYE 244. CONST 6"X6"X4" TEE, PVC D3034 SDR35. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 251. CONST TRAP DRAIN AS PER DETAIL. REFER TO SHEET C-3.1. 278. CONST 4" WASTEWATER PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER CASKET JOINTS AND TRACER WIRE. OO WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 501. CONST 3/4" PVC SCHEDULE 40 WATER LINE. 505. INSTALL 1"MJ X 3/4"FLG X 1"MJ TEE FITTING WITH RETAINER GLANDS. 506. INSTALL 1"MJ X 1"FLG X 1"MJ TEE FITTING WITH RETAINER GLANDS. 507. INSTALL 45' ELBOW WITH RETAINER GLANDS. 511. EXISTING 1" WATER METER BOX. 519. CONST 1" RPBA BACKFLOW DEVICE WITH HOT BOX ENCLOSURE PER DETAIL. REFER TO SHEET C-3.1. 536. CONST MODEL S3 WOODFORD BACKFLOW PROTECTED SANITARY YARD HYDRANT WITH FREEZE PROTECTION PER DETAIL. REFER TO SHEET C-3.1. V1 cam mul MAR 0 3 2017 BOUNDARY LINE i" ADJACENT LOT LINE EXISTING l' CONTOUR LINE ���q EXISTING CURB & GUTTER 8"W- EXISTING WATER MAIN cc 4. Lu EXISTING WATER METER EXISTING FIRE HYDRANT Q) EXISTING WATER VALVE 1"W- PROPOSED WATER LINE RW PROPOSED WATER METER 12 - S D EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET PROPOSED STORM DRAINAGE SYSTEM 0 PROPOSED AREA DRAIN -------8"WW WW' EXISTING WASTEWATER SYSTEM 6"WW---o PROPOSED WASTEWATER SYSTEM nHll - FYIqTlNr. nVFRHFAn t ITI I ITI Pl SFORMER SCALE 1"-10' F -T-1 I ff I WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 221. CONST 6"X6"X4" WYE 244. CONST 6"X6"X4" TEE, PVC D3034 SDR35. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 251. CONST TRAP DRAIN AS PER DETAIL. REFER TO SHEET C-3.1. 278. CONST 4" WASTEWATER PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER CASKET JOINTS AND TRACER WIRE. OO WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 501. CONST 3/4" PVC SCHEDULE 40 WATER LINE. 505. INSTALL 1"MJ X 3/4"FLG X 1"MJ TEE FITTING WITH RETAINER GLANDS. 506. INSTALL 1"MJ X 1"FLG X 1"MJ TEE FITTING WITH RETAINER GLANDS. 507. INSTALL 45' ELBOW WITH RETAINER GLANDS. 511. EXISTING 1" WATER METER BOX. 519. CONST 1" RPBA BACKFLOW DEVICE WITH HOT BOX ENCLOSURE PER DETAIL. REFER TO SHEET C-3.1. 536. CONST MODEL S3 WOODFORD BACKFLOW PROTECTED SANITARY YARD HYDRANT WITH FREEZE PROTECTION PER DETAIL. REFER TO SHEET C-3.1. V1 cam mul MAR 0 3 2017 rJ i" O ���q C) cc 4. Lu Q0 rJ i" O Q0 Q) QL) C/D Original Submittal OAA-, SHEET C-3-0