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Home My WebLink AboutPlans Applicant 3/6/2024SHEET INDEX SPRINGFIELD UTILITY BOARD SHEET C7 —COVER SHEEP & EXISTING CONDITIONS SHEET C2 —SITE PUN SSFP STORAGE BUILDING MINIMUM DEVELOPMENT STANDARDS SUBMITTAL °136.43' 44 X24 SZ 3 31, 3 \ 128 s - `473' 128 4 i - SAND FILTER POND 128 h� < ==,'� SAND FILTER POND -_` 120 _ f �, [k \ r SAND FJLTER I'flN� 124 �i" 121 470,` =: \ SAND FILTER POND _ - '' � "` r" L 475 103 124 _ 122 125 468 -`.- r - 473 K 101 Y 174--- 0 74 t121 S _ 473E _ _ 47 f 472-- y~ �O Y 124 ¢�? stoyt 471` 58.0'_ 48i'4751 = 1 127 471 101°' PARCEL: 1802060001500CP , w _ _ 32.21 ACRES 103 4713 472 f ¢169.0_ - - 470 47147t;�' 126 127 _470_ _ 126 x`= = � f 4Z8 c- 126 ts` 00 - P�-;-�'," 467 5, S ; �a ry0 126 $. _ K . �✓ P X,y 54 . Qom, NOTES -86 CN 150.70' 100 CONTRACTOR TO POT HOLE EXISTING UTILITY AND CONFIRM LOCATION, MATERIAL, 125 SIZE AND DEPTH. NOTIFY ENGINEER IF DISCREPANCIES ARE DISCOVERED. 101 REMOVE DRAIN ROCK AND FILTER FABRIC FROM EXISTING SWALE. 102 CD REMOVE EXISTING CONCRETE RETAINING WALL. i 103 REMOVE EXISTING FENCE. ' 104 REMOVE EXISTING REFUSE MATERIAL. 120 EXISTING UTILITY. 121 EXISTING WATER METER/VALVE. 122 EXISTING CONCRETE RETAINING WALL. 123 EXISTING FENCE. +(t)+- WATER HYDRANT copyright @) 2024 Branch Engineering, Inc. 34 90, a6 tk �92 6., ` 83: 'W ID L £ FoRX ftr t8g3 MDS EXISTING CONDITIONS PLAN 124 EXISTING CATCH BASIN. 125 EXISTING SWALE. 126 EXISTING TREE. 127 EXISTING STRUCTURE. 128 EXISTING SIGHT LIGHTING. 2�2Q T N gp I 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A TAX LOT LINE -- - - -- EDGE OF GRAVEL a 5� co `) l 960, w� GRAPHIC SCALE 111 1 50 100 200 I♦ 1♦ � IN i♦ li It � FEET 1 X61 �b 4 n N n �o 0 VICINITY MAP OWNERIAPPLICANT. CITY OF SPRINGFIELD 225 5TH STREET SPRINGFIELD, OR 97477 PHONE. (541)744-4061 CIVIL ENGINEER: BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: NATHAN PATTERSON, P.E. PHONE (541)746-0637 EMAIL: nothonp@branchengineering.com LEGEND EXISTING SCALE. N. T. S. SURVEYOR: BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: DAN NELSON, P.L.S. PHONE (541)746-0637 EMAIL: dann@branchengineering.com NARRATIVE THE PROJECT CONSISTS OF THE CONSTRUCTION OF A STORAGE BUILDING AT THE SLOW SAND FILTRATION PLANT FOR SPRINGFIELD UTILITY BOARD. THE DEVELOPMENT WILL CONSIST OF GRAVEL AND CONCRETE PAVING WITH ASSOCIATED UTILITIES FOR THE PROPOSED BUILDING INCLUDING STORMWATER UTILITY IMPROVEMENTS, ELECTRICAL CONDUIT, AND A WATER SERVICE LINE TO SUPPLY A HOSE BIB ON THE EXTERIOR OF THE STRUCTURE. anch NOG INEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com PROFFS y #79232PE Pr.3WALLY SIGNED 2 '—OREGON 21, 'yqN PAt��'� Expires: December 31, 2024 project title: Ov Z Q F .J � A W o w VLr) W0) z J o cn 0 W �QzW O � W O N 0 c)N A V 00 -17o W �OOV OC LL z QN CL LA LA r - revisions: NOTES PROPERTY LINE 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A TAX LOT LINE -- - - -- EDGE OF GRAVEL EDGE OF AC PAVING FENCE �4XX- EXISTING CONTOURS ® CATCH BASIN AREA DRAIN D4 WATER VALVE MR WATER METER +(t)+- WATER HYDRANT ® STORM MANHOLE EVERGREEN TREE DECIDUOUS TREE APPROPRIATE LOCATION. BUILDING �� 5;�1 CONCRETE 6. L-- -,-_7 I GRAVEL NARRATIVE THE PROJECT CONSISTS OF THE CONSTRUCTION OF A STORAGE BUILDING AT THE SLOW SAND FILTRATION PLANT FOR SPRINGFIELD UTILITY BOARD. THE DEVELOPMENT WILL CONSIST OF GRAVEL AND CONCRETE PAVING WITH ASSOCIATED UTILITIES FOR THE PROPOSED BUILDING INCLUDING STORMWATER UTILITY IMPROVEMENTS, ELECTRICAL CONDUIT, AND A WATER SERVICE LINE TO SUPPLY A HOSE BIB ON THE EXTERIOR OF THE STRUCTURE. anch NOG INEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com PROFFS y #79232PE Pr.3WALLY SIGNED 2 '—OREGON 21, 'yqN PAt��'� Expires: December 31, 2024 project title: Ov Z Q F .J � A W o w VLr) W0) z J o cn 0 W �QzW O � W O N 0 c)N A V 00 -17o W �OOV OC LL z QN CL LA LA r - revisions: NOTES date: FEB. 29, 2024 drawn by: S Ib1 H 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT designer: AP DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. project no: 23-546 2. ALL DISTANCES SHOWN ARE IN FEET. 3. NO BICYCLE PARKING PROVIDED ON SITE DUE TO REMOTE LOCATION OF COVER SHEET SITE AND NO PUBLIC ACCESS TO SITE. 4. NO EXTERIOR WASTE STORAGE DUE TO LOW OCCUPANT LOAD AND LIMITED & EXISTING WASTE PRODUCTION. WASTE IS HAULED OFF-SITE AND DISPOSED AT AN APPROPRIATE LOCATION. CONDITIONS 5. NO STRIPED PARKING DUE TO NO PUBLIC ACCESS. 6. NO PEDESTRIAN FACILITIES DUE TO NO PUBLIC ACCESS. 7. NO STREETLIGHTS DUE TO REMOTE LOCATION. 8. ON-SITE LIGHTING - SEE PLAN. 9. CONNECTIONS TO UTILITIES PER PLAN. sheet: C I LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TAX MAP AND LOT NUMBER TOTAL SITE AREA LIMITS OF DISTURBANCE EXISTING CONDITIONS IMPERVIOUS AREA PARKING/WALKS BUILDING PERVIOUS AREA PROPOSED CONDITIONS IMPERVIOUS AREA PARKING/WALKS BUILDING PERVIOUS AREA INCREASE IN IMPERVIOUS AREA 18-02-06-00-01500 1,403,068 SF (32.21 AC) 33,178 SF 145,932 SF 10.47. 5,223 SF 0.47. 1,251,913 SF 89.27. 147,327 SF 10.57. 8,571 SF 0.67. 1,244,028 SF 88.77. 4,743 SF 0.37. GRAPHIC SCALE 0 50 100 copyright @) 2024 Branch Engineering, Inc. NOTES 200 PROPOSED STORAGE BUILDING. 201 PROPOSED CONCRETE PAVING 2p2 PROPOSED WATER PIPE 203 PROPOSED AREA DRAIN. 204 PROPOSED STORM PIPE 205 PROPOSED FENCE 206 APPROXIMATE WATER CONNECTION TO BUILDING FOR HOSE BIB. 207 APPROXIMATE WATER CONNECTION TO EXISTING WATER LINE *'1L1,p 4#£rr FORK Al Y£B .95 MDS PROPOSED SITE PLAN GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) .l 203 - �.- - - -- - yam-��. -'!'/ / _ _ / _ `'. - -• _ - J 203 i' 204 203206 202 - \_ 205 J ' - - NEW STORAGE 205 1 j 201 BUILDING - X40 E G ly�.- Y�- •- - 200 201 C z 1 y _ A %air - 1 ENLARGED UTILITY PLAN LEGEND EXISTING PROPERTY LINE TAX LOT LINE -- -- s EDGE OF GRAVEL EDGE OF AC PAVING FENCE __.--4XX— EXISTING CONTOURS ® CATCH BASIN EC AREA DRAIN D4 WATER VALVE WM WATER METER -(!)i WATER HYDRANT ® STORM MANHOLE -I EVERGREEN TREE DECIDUOUS TREE CONCRETE GRAVEL PROPOSED \ DRAINAGE ARROW LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. Bunch NotINEERING.-- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. BranchEngineering.com PR w #79'32PE DIGITALLY SIGNED OREGON = �� F�• 21, 2�� Gj� �qN PW�`-� Expires: December 311 2024 project title: fn Q Ov Do Z IIIIIIIIIII� Q J I- J � m � WoWr• W Ol �°CZ J Q C:) W 0=w M0GC O O 0 fV w V 00 Z w OV)Ce LL.V inn Z r' --J6- tA (A �- r- In revisions: date: FEB. 29, 2024 drawn by: SMH designer: AP project no: 23-546 A 0! sheet: C2 FENCE LINE EC ELECTRIC LINE —SD ----SD— STORM LINE W WATER LINE ® BUILDING '== CONCRETE OGRAVEL \ DRAINAGE ARROW LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. Bunch NotINEERING.-- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. BranchEngineering.com PR w #79'32PE DIGITALLY SIGNED OREGON = �� F�• 21, 2�� Gj� �qN PW�`-� Expires: December 311 2024 project title: fn Q Ov Do Z IIIIIIIIIII� Q J I- J � m � WoWr• W Ol �°CZ J Q C:) W 0=w M0GC O O 0 fV w V 00 Z w OV)Ce LL.V inn Z r' --J6- tA (A �- r- In revisions: date: FEB. 29, 2024 drawn by: SMH designer: AP project no: 23-546 A 0! sheet: C2