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HomeMy WebLinkAboutPlan, Final APPLICANT 8/12/2011 (2)SITE REVIEW MODIFICATION PLAN FOR SPRINGFIELD UTILITY BOARD N.E.1/4 S.E.1/4 SEC.35, T.17S, R.3 W.W.M. TAX LOT 5500 SPRINGFIELD, LANE COUNTY, OREGON "A IN -T lmw 0— _f - 11� I, 3i P" VIN 40' All, Or W!, Q 80, e sue` f1gr 1-14- 40' 0 40p x Ql l 'z- 4,� lip- v �I 1 3• BOUNDARY SHOWN BASED ON DOCUMENTS (C.S. FILE NOS. 7670, 13016, 34190 & 41857). DLC 83., SOUTH PINS ON TAX INGRES.r-* G ESS G cl- EASEM T i LOT 6604 AND PK NAIL IN 10TH STREET WERE FIELD LOCATED TO PROVIDE CONTROL WITH RECORD DOCUMENTS. • Li [t.' EXISTING jj' 'N 12.00 _4 18.00 C. 4. EXISTING ON SITE STORM DRAINAGE SYSTEM NOT COMPLETELY PARKING -41 ROADWAY 00 FIELD LOCATED. SYSTEM SHOULD BE POTHOLED PRIOR TO R/W 7 EASEMENT CONSTRUCTION ACTIVITIES TO VERIFY ROUTING-AND-DERTH-OF -P1PE&_'__ Lu QADING EASEMENT r 8 40.00 % C> ROADWAY L 5. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1 142F DATED 9/27/85 AND IS IN AN AREA DETERMINED TO BE afili 8 . N90*00'00"E OUTSIDE 500—YEAR FLOOD PLAIN. GATE EXISTING SUBSTATION :3 LIJ I V) ..' -1 C;.w a MAINTENANCE CN CONTROL a- (n I BUILDING CT 6. PROPERTY IS ZONED COMMUNITY COMMERCIAL (CC). CURRENT USE IS UTILITIES. CENTER fl li II w1 II UJ UJ BOLLARD 14V U- - ( U- 7. PROPERTY LIES BETWEEN THE 20 YEAR TOT AND THE ZONE OF CONCENTRATION 99 YEAR TOT). 0 cn ww 10 WW` ............. - — 8. LTD FACILITIES LOCATED AS SHOWN ON VICINITY MAP. EX WW 10" IN E =453. 6 ww 12" OUT (NW)=4�3.86 of 10TH STREET 9, THERE IS NO SIGNIFICANT VEGETATION ON INTERIOR OF SITE. PERIMETER VEGETATION EXISTING. RIM=46T.W 60.00' SUBSTATION ST R/W - b6 11 6.00' F_ EXISTING ui C> ::1 SEWER PARKING EASEMENT 10. FIRE HYDRANTS ARE LOCATED AS SHOWN. R, II C> 11. SOIL TYPE ON THIS SITE IS MALABON URBAN LAND COMPLEX—WELL DRAINED WITH SLIGHT EROSION FACTOR. EXISTING PARKING LEGEND FOUND MONUMENT ❑ EXISTING ELECTRICAL TRANSFORMER PIZ C> C> BOUNDARY cD--) EXISTING POWER POLE ww EX BOLLARD .II =gl II ADJACENT PROPERTY LINE OHE EXISTING OVER HEAD ELECTRICAL LINE EXISTING CURB AND GUTTER UGE EXISTING UNDER GROUND ELECTRICAL LINE H EX CHANNEL 11 mm EXISTING FENCE LINE EXISTING PARKING LIGHTING c: > DRAIN C1> QG L jj FOUND PROPERTY EXISTING ROAD SIGN CORNERS HELD EXISTING STREET LIGHT --- ------- EX PER C.S.F. 34190 ISTING 46.003* 10 W EXISTING WATER LINE M EXISTING STREET LIGHT JUNCTION BOX SO UTV 4 DRIVEWAY STWEE' EXISTING FIRE HYDRANT WW EXISTING WASTEWATER MANHOLE & PIPE EX FIRE ------.,HYDRANT EX STOP & STREET SIGN 0 EXISTING WATER VALVE EXISTING STORM DRAINAGE MANHOLE & PIPE EXISTING WATER METER —1 2"ST---@ EXISTING CATCH BASIN Fw S. A ST. PER —GAS EXISTING GAS LINE C EXISTING CLEANOUT C.S.F. 34190 EXISTING GAS VALVE EXISTING PHONE PEDESTAL PHN EXISTING PHONE LINE EXISTING ELECTRICAL VAULT �y:l�ll C1 of 2 C) C) n, • ys ��� �y:l�ll C1 of 2 C) C) Mx ��� C14 1* 0 �'Z to Z ti A a �y:l�ll C1 of 2 C) C) ��� C14 1* 0 �'Z to Z W 14 L4 0-4 *_4 6-4 > > > 14 C"� �y:l�ll C1 of 2 LEGEND »: z }#S.'Kka.i`'.w."�i• -X.�3 `•+...� A�Y4�;. r., C) 0" L) N V 2'3 L 4 ¢4 GENERAL NOTES: W N , co -- ---- --- • --- -- BOUNDARY EXISTING ELECTRICAL VAULT 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR �-. E 952 -001 -0010 THROUGH 952 -001 -0090. ADJACENT PROPERTY LINE R EXISTING ELECTRICAL TRANSFORMER ONE CALL PHONE NUMBER 811. -- EXISTING CURB AND GUTTER. EXISTING POWER POLE 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALTY CODES AND THE LOCAL AUTHORITY. EXISTING FENCE LINE -OHE EXISTING OVER HEAD ELECTRICAL LINE 0 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING, THE CONTRACTOR SHALL EXISTING ROAD SIGN UGE EXISTING UNDER GROUND ELECTRICAL LINE OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL .. W W ENGINEER. W EXISTING WATER LINE ti EXISTING PARKING LIGHTING • w w o 04 v 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL= STATE AND LOCAL AUTHORITIES. EXISTING WATER METER EXISTING STREET LIGHT 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. GAS EXISTING GAS LINE 8 "WW- ---,W"W EXISTING WASTEWATER MANHOLE & PIPE 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. PHN EXISTING PHONE LINE EXISTING STORM DRAINAGE MANHOLE & PIPE 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT Fpj EXISTING PHONE PEDESTAL 12 "ST ST EXISTING CATCH BASIN OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. EXISTING CLEANOUT 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952 -001 -0010 TO 952 -001 -0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND - EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. 10. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD DATUM POINT NO. 244 10TH AND MAIN AN L &T AT CB SW CORNER. ELEVATION = 459.71. I I I EXISTING C> MAINTENANCE METER SHOP BUILDING W 11 A I I & STORAGE t i l.� H L...{ u H 461.84 4 0:53 ' � EZ -- s -`-- ST -- ---- -- I _�c a jA {� w ' co J MW 8 n cn 6��� 461.86 �� .. 13.19 � c� � © 10.00 4" • ' '23 "E z � � 461.23 461.81 a - PIPE LINE i SEMENT +„ ". , � + • was •®B®• • w•rswe• wrwwws • • M ! • • i. • •w1BO ! O wwlis f !! • •ww � O •Irl•I.•IIH wwrwrn • • ! J®!• i •• • der • • • esoo sue- • •names • •w•o N00'22'00"W 371.92 EX CHANNEL ' c_n a A 461.72 461.89 DRAIN' cr -- '< R ST ST c� - ® o a j c - 149.62' S00 00 E EXISTING SUB MATCH EX. Q..` MATCH EX. 'v� �1��' 82 Q / TRUCK PARKING 462.10 AC STW q$ AC 462.29 c� AC 461.99 461.34 AC 1A p ,. : MATCH EX. ��,2 462. 1 ' • � . _ � AC .461.86 � � CUTLI ~� 14.00' --- -` ( �'`' �`� ` ` ` ,, �, `� �,, `� ` `�, ` ` 57.91 10.00 `. - 4 EX BOL RD �, 1 # l �`► © 3.60 �, ti 0. 0�. D ' # . 0.00 II R 5-- 3.06 0 °v- `� ' '� `.� ,� r & LIGHT TO INJ e ' MATCH X. \ \ t 1 \ �%' y + I G sr ay r ` BE RE OVEDN // I I 10.00 P 6' • z N 461 4 ` ` . _ , 462.15 AC STV 8 �� 1 , , �..� . TIE ROOF DRAIN PIPE LINE sr6,`� �, r---�` 61.24 ��- .. 461.34 TD o SPA ES 4 � 1\(f) *. � 45. ��o` ' TO TRENCH DRAIN: , `. '� � `., '• `� 461.05 EASEMENT 460.81 1 # 10,00 i ` ,, PROSED BUILDING ` � `� � `` `�. ` ,, `� ` `� . •• - •- fi `, ` `1 `., ` ,, `EXISTING 461.82 SAN ITARY `.� , • �. ,, (! CH EX. �, �� 4 �. 3 600 SQ. Ff. :�• \\1 11 LOTLINE EASEMENT !� �� `,, �. ,100 SQ. F% �. ; (6% OF SITE AREA} ; .:q �, `.. S= 3.00 %, `, Z 459.48 AC 4 . fi 15 U, --� -~----� I FFE= 461.34 ' o. j . .. , ,_._ a, ...,._____ . C � ` •.` ' � ti. ' � w, \`� ' , � `. Ci? Cif � o `� +,�t \,� \ '', ,+. ♦ \� ' V� . a . , ,�� ti �`` 64 L 60 LF LOW PRIVET f v __ ! .�.• 78 412 / } I _ .: - -- - .- °_- - .--__ _ _ _ _ _ _ _ _ �, ` HEDGE i` RAVEL PATH .� _. _ --- 460.84 �. 82 `� S.�' , `� , . �, `� `� a 4.. `- 62 LF EX CURB V''1R1A8L l I I ELECTRIC I I �J ��`. . �� �� `, • < . , . 478 E I 2 ELECTRICAL �, `�. ` 409 , o y ti �. �'`. \ WAD © I I SERVICE CENTER I ., ` a ti ° . ` .. 450 , S =0.77% ` �%W I I {OFFICE SPACE} I SERVICE CONDUIT �`� `� ti 1 .�fl0 "' ` , ELEC R 60.00' � EXISTING 6' 1( I EX BOLLARDS �.�'� \ `. t ` `� > t� I li c, I j SOO 2 / HA N LINK `O Vii___ I ! FENCE W d -- . g - ' ! I MATCH EX. 462.07 . i l 82 450 ' y II MATCH EX. . D - •- fi' ' , .a AC 461.61 � I AC 460.45 ' � • . - � 42 3,6, 0 / 0 so. 44.4? EX CB C) N �N% E - 458.76 A RU ADw 6 FL I 460.73 6 FL OUT (W )= 458.21 _P10 am GRATE= 460.41 A ° I I OFFICE SPACE I1 I I F = -I �� II o II II" �___.. if • .: : � � � - __�__ ____ _._.________I 4t OPUGC- .._...._. -- .__________ �- GATES ' I f # ST CONSTRUCTION NOTES # > PAVING CONSTRUCTION NOTES GRADING LEGEND f :K III nll � IIII I ull II II I�3 III � 40.0o I ROADWAY III fi0.00'� R/W II I I IIII �IIf III; Vil IIII Ili II IIII II I o o � W � ' ?�Y"3- s�:?Srz^v�rt x,k ».�n..�'s�w�b.�3%» +7 r »: z }#S.'Kka.i`'.w."�i• -X.�3 `•+...� A�Y4�;. r., C) 0" L) N V 2'3 L 4 ¢4 rti W N , co °Cto00o � ° � o �-. E c"� o N oL 00 a- o ' ?�Y"3- s�:?Srz^v�rt x,k ».�n..�'s�w�b.�3%» +7 r »: z }#S.'Kka.i`'.w."�i• -X.�3 `•+...� A�Y4�;. • 2'3 L 4 ¢4 rti GRATE CATCH BASIN GRATE ELEVATION TD TRENCH DRAIN ELEVATION I a. 2'3 0 � 0 � o r cd N cc 0 GRATE CATCH BASIN GRATE ELEVATION TD TRENCH DRAIN ELEVATION I a. N cc 0 W W W .. W W ti w w w o 04 v GRATE CATCH BASIN GRATE ELEVATION TD TRENCH DRAIN ELEVATION I a.