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Home My WebLink AboutPlan, Tentative APPLICANT 4/26/2017MINIMUM DEVELOPMENT STANDARDS J FOR THREE WINDSASSOCIATES LLC v SEC. 30, T.17S, R.2W, W.M. TAX LOT 1903 SPRINGFIELD, LANE COUNTY, OREGON NOTES: VICINITY TJAP NTS I THE PROPERTY IS LOCATED IN! ZONE X ON FIRM MAPS 41030C1161 F AND 41 039'C' 1162 F AND IS IN AN AREA r DETERMINED TO BE OUTSIDE 5500 -YEAR FLOOD PLAIN, 2. ly PROPER! IS ZONED HEAVY INDUSTRIAL (1-110. ALL PROPLE71",'TiES WITHIN 1�90 f -T F ARE FL U 7R 70NED H AVY IND IAL /* EXISTING I' CONTOUR LINE EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOW' PROPOSED PRIVATE "UTILITIES - ARE SHOWN ON SHEET C-1.2. PRIVATE UTILITIES (ELECTRIC', PHONE & CABLI-1) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4< 'CONTOURS SHOWN ARE I ROM LIDAR INFORMATION. ALL 'F__LL17VA-f1ON1__ ARE NVGID 88, 5E THER ES NEAR THE SITE. ARE NO LTD FACILITI EXISTING 6 'EXISTING TREES AS SHOWN. tiYo 7, FIRE HYDRANTS L ARE I OWN LOCATED AS SH. 8. 0!L. TYPE ON THIS SITE 'IS CLOQUATO--URBAN D COMPI EX, E� F� I ER _v L 1, V�" , SOIL SURVE D. T17 ;D I L U I � DEVELOPIMENT SITE IS 4 O"A BE7Wil- N, L F� 7 ioc- I L - kI, i v AR �V, F R V11 - EXISTING EXISTING STUB -------- --- tt 75.31' 0 6w EXISTING SIDEWA.�' �6 00' f- - C, CD EXISTING DRIVEWAY TO BE Cr z), I Cd cz_�' C) OLYMPI RECONFIGURED �EXtSTING Di�jVEWAy VIU APR 2 6 2017 Original SubmIltal. Digitally signed by Scott Morris Date: 2017.03.3010:41:36 -07'00' co Q0 Q, BOUNDARY LINE t A "EMIACENT LOT 1_j1N1___ .9,ax EXISTING I' CONTOUR LINE EXISTING FENCE EXISTING CURB & GUTTER EXISTING WATER MAIN 8"W EXISTING WATER METER tiYo EXISTING 1`1Z11 HYDRANT 0 EXISTING WATER VALVE Z73 I 2"SD.:ST EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET 8"ww NW EXISTING WASTEWATER SYSTEM OHU EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT 11 V-00015 EXISTING U ILITY POLE P EXISTING PHONE PEDESTAL ol� 3 EXISTING TREES r1afa Da^gn,; A VIU APR 2 6 2017 Original SubmIltal. Digitally signed by Scott Morris Date: 2017.03.3010:41:36 -07'00' co Q0 Q, 0 0 SHEET C-1.0 t C_\) Z73 C/I 0 0 SHEET C-1.0 SITE DATA: r 1. LOT AREA = 37,245 SQ. FT. (0.86 AC) 4 � � PAVING & CONCRETE SURFACE AREA = 13,485 SQ. FT. TOTAL IMPERVIOUS SURFACE AREA = 30,746 SQ. FT. LANDSCAPE PROVIDED AREA = 6,499 SQ. FT. (17%) � PARKING REQUIRED = :g4 • V3 O O� � ,.t� O� TOTAL BICYCLE PARKING REQUIRED N q � tC:8 TOTAL BICYCLE PARKING PROVIDED - 4 SHORT TERM 2 LONG TERM DEVELOPMENT PLAN NOTES: cci (_5 WCID w � 1. TRASH ENCLOSURE TO BE COVERED WITH SLAB GRADED TO BE Wo O(2 00 a. M C!] Cs. rUi� Q HYDRAULICALLY ISOLATED. A DRAIN IS PROPOSED TO BE INSTALLED TL 1925 U) RESTROOMS - and ` & STORAGE O ►- C/1 BE CMU WITH CHAIN LINK GATE. O� O TOTAL - LOT AREA = 37,245 SQ. FT. (0.86 AC) BUILDING AREA = 17,261 SQ. FT. o PAVING & CONCRETE SURFACE AREA = 13,485 SQ. FT. TOTAL IMPERVIOUS SURFACE AREA = 30,746 SQ. FT. LANDSCAPE PROVIDED AREA = 6,499 SQ. FT. (17%) TOTAL PARKING REQUIRED = :g4 TOTAL PARKING PROVIDED = 24 + TOTAL BICYCLE PARKING REQUIRED = 6 ( 1 PER 3,000 SQ. FT.) � 25% SECURED TOTAL BICYCLE PARKING PROVIDED - 4 SHORT TERM 2 LONG TERM Fi lk, Co( -'q � P NiD(S MW)or kA aw'k Pad Zoe -5 Date Received 009W submittal PRIMARY DRY - o DETENTION e, , REQUIRED HANDICAP SPACES = 1 POND CD Q HANDICAP SPACES PROVIDED = 1 4 SHORT o � C1 TERM BICYCLE + �V SPACES � N _ -- _-- R=5.00 � DEVELOPMENT PLAN NOTES: w � 1. TRASH ENCLOSURE TO BE COVERED WITH SLAB GRADED TO BE c� O(2 PROPOSED Q HYDRAULICALLY ISOLATED. A DRAIN IS PROPOSED TO BE INSTALLED TL 1925 U) RESTROOMS - and ` & STORAGE ►- BE CMU WITH CHAIN LINK GATE. 1/fAr 2. LONG TERM BICYCLE PARKING TO BE PLACED INSIDE PROPOSED BUILDING #1. SPECIFIC LOCATION TO BE DETERMINED DURING BUILDING PERMIT PROCESS. 3. SHORT TERM BICYCLE PARKING TO INCLUDE 1 -LOOP WAVE STYLE 10.00' BIKE RACKS WITH TWO BIKE CAPACITY. 7774. PROPOSED BUILDING #1 INTENDED TO BE ZERO LOT LINE. PROPOSED f !f 5. LANDSCAPE PLAN TO BE PREPARED DURING FINAL MDS OR BUILDING 1 - - ' ='_' PROPOSED BUILDING PERMIT PROCESS. ( 120' X 50' ) BUILDING 2 SECONDARY 120 X 50, ) w DRY 6. LANDSCAPE PLANTING TO MEET SPRINGFIELD CODE REQUIREMENTS °- DETENTION FOR COVERAGE AREA, SPECIES AND NUMBER OF PLANTINGS. " v POND 26.00'----1 -" 7. LANDSCAPE PLAN FOR DETENTION PONDS TO BE. COMPLETED ` '-5.00' DURING FINAL MDS OR BUILDING PERMIT PROCESS. 8. EXISTING DRIVEWAY TO BE REMOVED PER CITY OF SPRINGFIELD CD PUBLIC WORKS STANDARDS. rn 9. NO POLE LIGHTING IS PROPOSED. SITE LIGHTING TO BE PROVIDED BY LED ALL PACKS PLACED ON EXTERIOR OF THE `'%- r� f % j r%% I BUILDINGS. DETAILED LIGHTING PLAN AND PHOTOMETRIC ANALYSIS TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 475 .t' 17 �''`- %°r 10. STREET TREES TO BE INSTALLED ALONG OLYMPIC ST. AS SHOWN. Fi lk, Co( -'q � P NiD(S MW)or kA aw'k Pad Zoe -5 Date Received 009W submittal L O J o z Q Q � C1 r \ �V � N U w c� O(2 a Q rx r1, N L O J o z Q Q z U U w a Q rx r1, SHEET C-1.1 UTILITY NOTES: 1. DETAILED GRADING PLAN TO BE PREPARED DURING BUILDING PERMIT PROCESS. 2. FRANCHISE UTILITIES (ELECTRIC, PHONE, CABLE & GAS) TO BE RE -LOCATED FROM EXISTING POLE AT SOUTH WEST CORNER OF SITE. ROUTING SHOWN IS CONCEPTUAL WITH FINAL DESIGN TO BE PREPARED BY SERVING UTILITY COMPANIES. 3. EXISTING WASTEWATER STUB SHALL BE FIELD VERIFIED FOR LOCATION, SIZE AND ELEVATION DURING THE BUILDING PERMIT PROCESS. 4. WATER DEMAND TO BE CALCULATED DURING BUILDING PERMIT PROCESS WITH SUPPLY SYSTEM BEING UPSIZED IF NECESSARY. 5. DOMESTIC BACKFLOW DEVICE TO BE APPROVED BY SPRINGFIELD UTILITY BOARD DURING BUILDING PERMIT PROCESS. 6. PRIMARY DRY DETENTION POND TO ACCEPT RUN-OFF FROM: A) EXISTING BUILDING ROOF B) PROPOSED BUILDING #1 ROOF C) PAVED PARKING AREAS & WALKWAYS 7. SECONDARY DETENTION POND TO ACCEPT RUN-OFF FROM: A) PROPOSED BUILDING #2 8. DRY DETENTION PONDS ARE DESIGNED TO HAVE INFILTRATION AS THE PRIMARY OUTLET. WELLHEAD PROTECTION CONSTRUCTION NOTES: A. SITE IS LOCATED IN CLOSE PROXIMITY TO MUNICIPAL DRINKING WATER WELL: CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. B. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDS'S FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDS'S THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPL'S. C. CHEMICAL HANDLING STORAGE AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. D. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM, E. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. TL 1925 TIED TO INTERNAL N WASTEWATER .. _. SYSTEM l � r 5 GRATE=471 m A, EXISTING SIDEWALK OLYMPIC STREET /J.JU szj WW PROPOSED ®� ry RESTROOMS - ~ & STORAGE f: ;r 1. ® s PROPOSED BUILDING 2 ECONDARY DRY 1"W (120' X 50'`, DETENTION UTIL PROPOSED POND "WW FFE=477.00 FL==474.00 I RD C I r V IP ,,--PROPOSED 3/4" BACKFLOW EXISTING 3/4'° WATER METER i If 711 __ E .._..._o..._•...._• woe. . . �� .. ��}� _--�..-._. �_ _ -_..... ...._ ., _.. -.. .. ... .. ..,. ...,. .., __. �d� ® •yam-` 1, ._ TL 2107 TL 2108 LEGEND — BOUNDARY LINE - - - ADJACENT LOT LINE X01 EXISTING 1' CONTOUR LINE - - EXISTING FENCE J EXISTING CURB & GUTTER — g"�y------ EXISTING WATER MAIN EXISTING WATER METER EXISTING FIRE HYDRANT 48N o EXISTING WATER VALVE 1 "W PROPOSED WATER LINE -----12"SD- -tST� EXISTING STORM DRAINAGE SYSTEM Q _ EXISTING CURB INLET 12"ST---Q PROPOSED STORM DRAINAGE SYSTEM PROPOSED CATRCH BASIN Q PROPOSED AREA DRAIN -_, EXISTING WASTEWATER SYSTEM ®6 "WW C PROPOSED WASTEWATER SYSTEM OHU EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT N EXISTING UTILITY POLE pi EXISTING PHONE PEDESTAL o EXISTING TREES lro submlftul - SHEET G 1.2 � J bA �` O 48N o N z Q Q O � � w 00 M 811 R� rViJ w N w o� o ti a Q a SHEET G 1.2 � J w� c toLu O SHEET G 1.2 � J � O N z Q Q O � � w N w ti a Q a •rte^ v � 1 SHEET G 1.2 � J � z Q Q w w a Q a SHEET G 1.2