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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/30/20164 O � oQ (o xRY-N TL 940 I-II f PVT. JOINT �t, sT wwCD o ACC. ESMT. _ oClf f ST , \ OT 9 I .._ __.. HI # TL 500 EXISTING FIR HYDRANT TL 400 10.00' 62.00' R/W 40.00' ROADWAY SITE REVIEW PLAN SET LOT 11— MULTI—TENANT BUILDING S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. \_5 YEAR TIME OF TRAVEL - 10.00' F i z P.U.E. o z O IT - 3 LOT 6 TL 4040 I H 10 :2 -' G LDR I f TL 200 �MUCWnui W►-` 0 I MAP #17-02-30 44 a- x Q u -J I -�� }--10.00' P.U.E. x TL 4704 LDR P� LOT 5 5 c ww HI TL 400 I TL 100 LDR I MAP #17-02-30 44 TL 4904. _Q\ LDR TL 2200 HI VACANT LOT 10 HI TL 600 MAP #17-02-30 44 Vo qN R ... 221 \ \ NOTES: SCALE 1"_-100' 100' 0 100' 200' mum 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039(,1162 F AND IS IN AN AREA v w w w \ DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. w www\ \ 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). w w \ 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. 25.00 PUBLIC w \\ FRANCHISE UTILITIES ELECTRIC, PHONE & CABLE ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY UTILITY/ACCESS w \ PRIVATE UTILITY PROVIDERS.) �` w MAINTENANCE \yam`" �.. I \;: \ \ ' EASEMENT '� �\ .. w w \ 4 ELEVATION iL 5040L 5 , 4u, � .`rte ;`-_-____.`_'_ �', '-----••. T _LDR LDR EXISTING FIRE _ -- ` HYDRANT o 12 C; # _. I 40.00' DRIVEWAY - M T . HOOD FOR LOT 4 j # `- BEVERAGE r LOT 4 1 36$Xloo' JOINT ACCESS H I EASEMENT TL 300 MAP #17-02-31 11 FRANCHISE UTILITY PROVIDERS VACANT � LOT 3 HI I TL 200 MAP #17-02-31 11� ! I � I A i , 25.00, PUBLIC WETLAND S BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF MAINTENANCE EASEMENT THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. I 1 W w j1\ _:., w w \ 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. if i :.• If w ' 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. ` = v 8. SOIL TYPE ON THIS SITE IS NEWBERG ' t \ URBAN LAND COMPLEX, HYDROLOGIC GROUP A WEB SOIL SURVEY 9. THIS MAP IS FOR TOPOGRAPHIC INFORMATION ONLY. IT IS NOT A BOUNDARY SURVEY. I ✓�~ v v 10. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). ,F \\ �0 0 �" v w w w s BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 8 j ({^•��;'� 8 DATUM WITH AN ELEVATION OF 486.07 FEET. Q, , ��`O'P/O SEP \ z \ .e �j int! � � \ �• ..: \, RACT \A ; ,,� �� � LOT 11 � LE } � f\\COMMON A=:R Azo HI ,� 'li� i� TL 800 � TL 700 pa i t=�� � r I MAP #17 -02 -,JD 44 '\`'Is;\ \ 11 ti ,rte,,,,..✓ NC;(��SS� 1 / gjMl MENS ww t2 I I t 0 10 PVT. 15TH r t C o D '.'r ww LOT 12 \ H I FORMST \ \ TL 1400 PRODUCTS ' \ 10 PRIVATC W STORM DRAT GE MAP #17-02-32 22 \ \ EASEMENT -- PRIVATE 100' X 18' '' PRIVATE B -SWALE ST XISTING FIRE JOINT ACCESS EASEMENT ALONG LOT LINE �` \ 0 o H�'DfANT \ g I LAME FOREST \ \ \ 10' P. E. F PRODUCTS ,' LOT 13 \ ---; = 20.00' H I P.U.E. TL 1500 \ \ \ ACR0 YEAR TIMELOT 141�_l MAP #17-02-32 22 \\ \ \\ \ CONTAINER OF TRAVEL ISE STORAGE I LANE 1 I° T 1600 `` FOREST \ \ \ \ 'MAP #1 -02- 210.00' P.U.E. \` PRODUCTS �\ \ LOT 2 ✓yPyy TL 100 MAP #17-02-31 11 -X\ --- - _ \ o �`�` i I TL 100 ° Q \ 2a.oa LOT 1 I HI1 -1 \ \ \ \ N o- P.U.E. \ \ \ -08'00' ��al�UAD , ---__ --- - -------------_ ► TL 200 -- ASSESSORS MAP #17-02-30 44 TAX LOT 800 MAP 17-02-31 IWE \--"24"SD \ EXISTING CULVERT UTIL DEVELOPMENT PLAN _ a _ SITE GRADING PLAN PHONE ETC.) Cp• S DRAINAGE PLAN L444 t ILII � o per. VACANT ��Q ' -�— — — LDR � EXISTING WATER VALVE LOT 8 yYa TL 4201! 8"WW TL 4200 ! � I HI LDR EXISTING STORM DRAINAGE SYSTEM LDR I ( I TL 400 -Pt�vr�•—vvr�r�ry I Il MAP #17-02-30 44 (D EXISTING AREA DRAIN EXISTING CURB INLET TL 1300I LDR -\ EXISTING STREET LIGHT t VACANT EXISTING JUNCTION BOX o W EXISTING ELECTRICAL VAULT A LOT 7 TL 4301 ° © EXISTING TELEPHONE PEDESTAL N HI LDR 1 1,01 I 1 TL 300 TL 4404LDR01 x ml ! MAP #17-02- 44 LDR I HI I LDR LOW DENSITY RESIDENTIAL SHEET INDEX a EXISTING FIR HYDRANT TL 400 10.00' 62.00' R/W 40.00' ROADWAY SITE REVIEW PLAN SET LOT 11— MULTI—TENANT BUILDING S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. \_5 YEAR TIME OF TRAVEL - 10.00' F i z P.U.E. o z O IT - 3 LOT 6 TL 4040 I H 10 :2 -' G LDR I f TL 200 �MUCWnui W►-` 0 I MAP #17-02-30 44 a- x Q u -J I -�� }--10.00' P.U.E. x TL 4704 LDR P� LOT 5 5 c ww HI TL 400 I TL 100 LDR I MAP #17-02-30 44 TL 4904. _Q\ LDR TL 2200 HI VACANT LOT 10 HI TL 600 MAP #17-02-30 44 Vo qN R ... 221 \ \ NOTES: SCALE 1"_-100' 100' 0 100' 200' mum 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039(,1162 F AND IS IN AN AREA v w w w \ DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. w www\ \ 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). w w \ 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. 25.00 PUBLIC w \\ FRANCHISE UTILITIES ELECTRIC, PHONE & CABLE ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY UTILITY/ACCESS w \ PRIVATE UTILITY PROVIDERS.) �` w MAINTENANCE \yam`" �.. I \;: \ \ ' EASEMENT '� �\ .. w w \ 4 ELEVATION iL 5040L 5 , 4u, � .`rte ;`-_-____.`_'_ �', '-----••. T _LDR LDR EXISTING FIRE _ -- ` HYDRANT o 12 C; # _. I 40.00' DRIVEWAY - M T . HOOD FOR LOT 4 j # `- BEVERAGE r LOT 4 1 36$Xloo' JOINT ACCESS H I EASEMENT TL 300 MAP #17-02-31 11 FRANCHISE UTILITY PROVIDERS VACANT � LOT 3 HI I TL 200 MAP #17-02-31 11� ! I � I A i , 25.00, PUBLIC WETLAND S BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF MAINTENANCE EASEMENT THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. I 1 W w j1\ _:., w w \ 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. if i :.• If w ' 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. ` = v 8. SOIL TYPE ON THIS SITE IS NEWBERG ' t \ URBAN LAND COMPLEX, HYDROLOGIC GROUP A WEB SOIL SURVEY 9. THIS MAP IS FOR TOPOGRAPHIC INFORMATION ONLY. IT IS NOT A BOUNDARY SURVEY. I ✓�~ v v 10. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). ,F \\ �0 0 �" v w w w s BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 8 j ({^•��;'� 8 DATUM WITH AN ELEVATION OF 486.07 FEET. Q, , ��`O'P/O SEP \ z \ .e �j int! � � \ �• ..: \, RACT \A ; ,,� �� � LOT 11 � LE } � f\\COMMON A=:R Azo HI ,� 'li� i� TL 800 � TL 700 pa i t=�� � r I MAP #17 -02 -,JD 44 '\`'Is;\ \ 11 ti ,rte,,,,..✓ NC;(��SS� 1 / gjMl MENS ww t2 I I t 0 10 PVT. 15TH r t C o D '.'r ww LOT 12 \ H I FORMST \ \ TL 1400 PRODUCTS ' \ 10 PRIVATC W STORM DRAT GE MAP #17-02-32 22 \ \ EASEMENT -- PRIVATE 100' X 18' '' PRIVATE B -SWALE ST XISTING FIRE JOINT ACCESS EASEMENT ALONG LOT LINE �` \ 0 o H�'DfANT \ g I LAME FOREST \ \ \ 10' P. E. F PRODUCTS ,' LOT 13 \ ---; = 20.00' H I P.U.E. TL 1500 \ \ \ ACR0 YEAR TIMELOT 141�_l MAP #17-02-32 22 \\ \ \\ \ CONTAINER OF TRAVEL ISE STORAGE I LANE 1 I° T 1600 `` FOREST \ \ \ \ 'MAP #1 -02- 210.00' P.U.E. \` PRODUCTS �\ \ LOT 2 ✓yPyy TL 100 MAP #17-02-31 11 -X\ --- - _ \ o �`�` i I TL 100 ° Q \ 2a.oa LOT 1 I HI1 -1 \ \ \ \ N o- P.U.E. \ \ \ -08'00' ��al�UAD , ---__ --- - -------------_ ► TL 200 -- ASSESSORS MAP #17-02-30 44 TAX LOT 800 MAP 17-02-31 IWE \--"24"SD \ EXISTING CULVERT UTIL DEVELOPMENT PLAN EXISTING UTILITIES (GAS, ELECTRIC, TV SITE GRADING PLAN PHONE ETC.) SITE DRAINAGE PLAN EXISTING WATER LINE 12"W UTILITY PLAN R EXISTING WATER METER PAVING PLAN C7. EXISTING WATER VALVE DETAILS yYa EXISTING FIRE HYDRANT 8"WW — — EXISTING WASTEWATER SYSTEM -- EXISTING STORM DRAINAGE SYSTEM Q S -Pt�vr�•—vvr�r�ry EXISTING CLEANOUT (D EXISTING AREA DRAIN EXISTING CURB INLET -\ EXISTING STREET LIGHT © EXISTING JUNCTION BOX o W EXISTING ELECTRICAL VAULT A ❑T EXISTING TV PEDESTAL ° © EXISTING TELEPHONE PEDESTAL N \ EXISTING GAS RISER EXISTING GAS VALVE x r' EXISTING STREET TREE HI HEAVY INDUSTRIAL LDR LOW DENSITY RESIDENTIAL SHEET INDEX C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING PLAN C4. SITE DRAINAGE PLAN C5. SITE UTILITY PLAN C6. S1 TE PAVING PLAN C7. CIVIL DETAILS C8. CIVIL DETAILS LA -1. PLANTING PLAN g W*-•-FGOR-Pb4N CCS S -Pt�vr�•—vvr�r�ry �L c 1,0 1-D4p b co n 0 0 W Q 0 o o o t VL C,J� WN (�'� T� '1O • 1-� •N I— Q i M o $.., o V) E Cn � v N ry0 in��W Or z w c� CJ 000 O v J In O Q 0 d o t oz o zmo th t— (n 0- m to O to i� N fy- ry0 in��W 00 c� CJ z J g Z W CCS Gate Received DE0 30 2; Original Submittal C)Ti <� O 00 c� CJ CCS r ---q coC o W Cn A A co ° Cn N N a� x UD U o �1� Gate Received DE0 30 2; Original Submittal C)Ti zn 00 z o W A A A x U Q a V) w a w a Gate Received DE0 30 2; Original Submittal LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE 0 EXISTING CURB INLET &GAS) EXISTING STREET LIGHT }--- -----� EXISTING CULVERT -`""-- - — PROPOSED PARKING LIGHTING 12"W EXISTING WATER LINE EXISTING N PEDESTAL --- --- —. ® EXISTING WATER METER 42ND STREET © EXISTING TELEPHONE PEDESTAL MIm, TOTAL SITE AREA = 52,928 SQ. FT. (1.22 AC) TOTAL DEVELOPMENT AREA = 34,894 SQ. FT. (0.80 AC) LANDSCAPE AREA = a%tSa $iii. FT. IMPERVIOUS AREA = l4t4t4 SQ. FT. (7o-r-4`YbO Ubl-' BUILDING AREA = 7,800 SQ. FT. (22.35%) REQUIRED PARKING: TOTAL REQUIRED = 16 (1 PER 500 S.F.) TOTAL PROVIDED = 23 SPACES HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 BICYCLE PARKING REQUIRED= 3 (1 PER 3,000 S.F.) LONG TERM= 1 SPACE SHORT TERM= 2 SPACES NOTES: 1. BICYCLE PARKING IS PROPOSED. SHORT TERM LOCATED AT NORTHWEST CORNER OF BUILDING. LONG TERM LOCATED AT NORTHEAST CORNER OF BUILDING. 2. PARKING LIGHTING AS SHOWN. PAC LIGHTING WILL ALSO BE PROVIDED ON THE BUILDING. WEST AND NORTH SIDES OF THE BUILDING. 3. REFER TO SHEET LA -1 AND LA -2 FOR PLANTING INFORMATION. 4. ENGINEERED FILL TO BE PLACED UNDER THE SUPERVISION OF A GEOTECHNICAL PROFESSIONAL AND DOCUMENTED. 5. SIGNAGE TO BE ON EAST BUILDING FACE. DETAIL TO BE DETERMINED DURING BUILDING PERMIT PROCESS. 6. INTERNAL DIVISION OF BUILDING SHOWN FOR REFERENCE ONLY. DESIGN IS FLEXIBLE TO ALLOW FOR VARIATION OF UNIT SIZE TO MEET THE NEED OF INDUSTRIAL TENANTS. O co _ .•' ley y �i .at .�i JJ � a! of �f �E ai .� a! at/ #, cr, 10 '¢ IMPERVIOUS �` oW PARKING/SIDEWALK AREA: o <v 14,750 SQ FT. �Q LOT 11 \ 30.01-1 GREEN •� GREEN AREA: '\ —RAIN GARDEN: \ 19,592 SQ FT. 540 SQ FT. \ ` ` • . 18.0' ........�\ \tet :sir �;- Viz:\., .. � • r �. o 06 F�\ TRASH LONG TERM —� BIKE LOCKER (1 SPACE) „r 2 2 4 ti.. +-18.0' COMPACT "°. rrrT_ \ \ �`� '`�.t...:....j.,^`;r-` ;_ ` • ENCLOSURE \ PLANTER AREA: 265 SQ FT.___ ,A\ R=1 a.0a' °1 1. SHORT TERM BIKE PARKING + (2 SPACES) . GENERAL NOTES: 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 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 811. 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. 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 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 PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 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. 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. 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 OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 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 SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 88 DATUM WITH AN ELEVATION OF 486.07 FEET. on ACCESS 18' X 100'- JOINT 00'-JOINT ACCESS EASEMENT \ \ SCALE 1n 20' 20' 0 20' 40' i t r • •m'•• aroma„ • ,tea ,-' - 415 j OHE ( j 30'x65'�� 1,950 SF EX. •� �� ROOF AREA:P.-UU.EE. .. ! F- 9,548 SQ FT. of { ! I 1 30'x65' I �F 1,950 SF PROPOSED ? ( II I BUILDING I \�- 1.4 ® ] 5.0' 55 32'x61' 1847 SF 30'x58' 1793 SF II Q i e [ J 12 „ SDIF ( � i 3 • V \ I 3: _......_..476------"- 60 BLOCK WALL EXISTING 6" \ WATER MAIN 475 � , d \ CHAIN GATES ( ' W/LOCK- / l ll i I1 fly, � J661 � EXISTING WATER VALVE ['�%► V1 N W cn o 8 cd 8 c� w W NCk: CD o 0rel CL W V) E coV1 ® EXISTING ELECTRICAL VAULT Q J 0 C�z w® z 00 CD EXISTING FIRE HYDRANT O �N yyo M EXISTING JUNCTION BOX � o o OHE EXISTING OVERHEAD ELECTRIC LINE � m p RG EXISTING GAS RISER a o a cul E:: w w w � W w C as W w Q�l_8"WW — — EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE ST 24"SD — EXISTING STORM DRAINAGE SYSTEM""J "\ EXISTING STREET TREE ....,.... EXISTING CLEANOUT ° ® � �i y � J a""� •a•� +�. • ra•r arr® • aro• •�,� • rrr� . -W-mwa . _ v � v at 4 � � +� j � N .� 11 � N � d y �""'�a".�.. •,rnaiasa .,,.,.., .-.-. ,..�; .--4-7-7-"8 '473 wamom• °m� �r • •arao• � \ ~``:.,�a'. - -- --- OI-IE� - -=-= • mum .i • "'� ® �� . �, y PUBLIC WETLAND "`^.^,,... • `�.i a" a! al .� > si a 1 1 j MAINTENANCE � j ._ " .__.... EASEMENT -�• _- _. .._....._.... AREA= 11,104 SQ FT. ' 00' ...,,,�,.•, ` ..,....,._._..._.,....__ ._..._._.....,...-. at .� at .al y 5 y x r yK4� _-- R'=4.001 56.84' `-�..... ` 1� ``� ..__ - � �..__`"_ R=4.00' MIm, TOTAL SITE AREA = 52,928 SQ. FT. (1.22 AC) TOTAL DEVELOPMENT AREA = 34,894 SQ. FT. (0.80 AC) LANDSCAPE AREA = a%tSa $iii. FT. IMPERVIOUS AREA = l4t4t4 SQ. FT. (7o-r-4`YbO Ubl-' BUILDING AREA = 7,800 SQ. FT. (22.35%) REQUIRED PARKING: TOTAL REQUIRED = 16 (1 PER 500 S.F.) TOTAL PROVIDED = 23 SPACES HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 BICYCLE PARKING REQUIRED= 3 (1 PER 3,000 S.F.) LONG TERM= 1 SPACE SHORT TERM= 2 SPACES NOTES: 1. BICYCLE PARKING IS PROPOSED. SHORT TERM LOCATED AT NORTHWEST CORNER OF BUILDING. LONG TERM LOCATED AT NORTHEAST CORNER OF BUILDING. 2. PARKING LIGHTING AS SHOWN. PAC LIGHTING WILL ALSO BE PROVIDED ON THE BUILDING. WEST AND NORTH SIDES OF THE BUILDING. 3. REFER TO SHEET LA -1 AND LA -2 FOR PLANTING INFORMATION. 4. ENGINEERED FILL TO BE PLACED UNDER THE SUPERVISION OF A GEOTECHNICAL PROFESSIONAL AND DOCUMENTED. 5. SIGNAGE TO BE ON EAST BUILDING FACE. DETAIL TO BE DETERMINED DURING BUILDING PERMIT PROCESS. 6. INTERNAL DIVISION OF BUILDING SHOWN FOR REFERENCE ONLY. DESIGN IS FLEXIBLE TO ALLOW FOR VARIATION OF UNIT SIZE TO MEET THE NEED OF INDUSTRIAL TENANTS. O co _ .•' ley y �i .at .�i JJ � a! of �f �E ai .� a! at/ #, cr, 10 '¢ IMPERVIOUS �` oW PARKING/SIDEWALK AREA: o <v 14,750 SQ FT. �Q LOT 11 \ 30.01-1 GREEN •� GREEN AREA: '\ —RAIN GARDEN: \ 19,592 SQ FT. 540 SQ FT. \ ` ` • . 18.0' ........�\ \tet :sir �;- Viz:\., .. � • r �. o 06 F�\ TRASH LONG TERM —� BIKE LOCKER (1 SPACE) „r 2 2 4 ti.. +-18.0' COMPACT "°. rrrT_ \ \ �`� '`�.t...:....j.,^`;r-` ;_ ` • ENCLOSURE \ PLANTER AREA: 265 SQ FT.___ ,A\ R=1 a.0a' °1 1. SHORT TERM BIKE PARKING + (2 SPACES) . GENERAL NOTES: 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 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 811. 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. 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 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 PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 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. 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. 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 OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 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 SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 88 DATUM WITH AN ELEVATION OF 486.07 FEET. on ACCESS 18' X 100'- JOINT 00'-JOINT ACCESS EASEMENT \ \ SCALE 1n 20' 20' 0 20' 40' i t r • •m'•• aroma„ • ,tea ,-' - 415 j OHE ( j 30'x65'�� 1,950 SF EX. •� �� ROOF AREA:P.-UU.EE. .. ! F- 9,548 SQ FT. of { ! I 1 30'x65' I �F 1,950 SF PROPOSED ? ( II I BUILDING I \�- 1.4 ® ] 5.0' 55 32'x61' 1847 SF 30'x58' 1793 SF II Q i e [ J 12 „ SDIF ( � i 3 • V \ I 3: _......_..476------"- 60 BLOCK WALL EXISTING 6" \ WATER MAIN 475 � , d \ CHAIN GATES ( ' W/LOCK- / l ll i I1 fly, � J661 ®ate Received DEC 3 0 2016 Original Submittal WWI 0 ['�%► V1 N W cn o 8 cd 8 c� w W NCk: CD o 0rel CL W V) E coV1 O N' t`Pi g Q J 0 C�z w® z 00 CD rnrn� ^y ®ate Received DEC 3 0 2016 Original Submittal WWI o �.�011A1' I�r� c4 o 8 cd 8 c� w W CL W o L J ®ate Received DEC 3 0 2016 Original Submittal WWI o c� o rnrn� ^y O �N � o o � Q.) � m p r7 Qa Z w a o a cul E:: w w w � W w C as W w v ®ate Received DEC 3 0 2016 Original Submittal WWI 0 O �N co m r7 Qa Z w a o a cul E:: w w w � W w C as W w v ®ate Received DEC 3 0 2016 Original Submittal WWI 474.59 TOP OF ROCK CHAMBER y -11 N N s3�J J '�I j N j J '�l -11 1"�.j N j A �IIPUBLIC WETLAND �'I �l y �l �l �g 11 J MAINTENANCE EASEMENT 4z \-1 C -j ✓ oma' J z SLOPE 5:1 MAX TIE INTO NATURAL GRADE. 474.59 TOP OF ROCK CHAMBER 42ND STREET 1 ROW LANDSCAPE BLOCK AC -7� 475.2 —05-.09 - 475.80 S=1:8070S=1:807- AC 476.05 <SE �.807. AC/CONC loo, P-�.E. 4) i Ek PROPOSED it 1 BUILDING FFE=476.18 475.50 TC 475.00 CONC 475.10 AC/CONC 0 % .V 475.10 AC/CONCz.807 `475.73 0��� .0 476.05 31 AC AC/CONC 476.32 TC 476.08 475.82 AC /AC/CONC 47R ng 476.00 CONC/TW 47 �BW 4.9, �474.98 xEX TC tINSTALL CHAIN GATE W/LOCw !9 I If )LOCK 6"H k95 TC SCALE 1 "=20' Iwm�wm�wm - � mm � MR � r=mmmmgmm LEGEND [3 PROPOSED CATCH BASIN AN.'"Mutolvi =1 1 PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK CONC CONCRETE ELEVATON EX TC EXISTING TOP OF CURB FLS FLOW LINE OF SWALE GRATE ELEVATION OF CATCH BASIN GRATE TW TOP OF WALL NOTE: 1. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 88 DATUM WITH AN ELEVATION OF 486.07 FEET. ESTIMATED CUT/FILL VOLUMES CUT = 3,011 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 1,770 CU. YD. OF EXISTING ONSITE MATERIAL ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR USE UNDER DRIVEWAY, PARKING AREA, AND BUILDING PAD. ORGANIC MATERIAL PROPOSED TO BE HAULED TO LANE FOREST PRODUCTS LOCATED ON SOUTH SITE OF INDUSTRIAL AVE. rm- a Lo Co bZ VL iZ3) p) m • bn O ti C) ci) CD E ti Cf 64 VS En Co b -,E v 0 ow 0 Z I- W 0 04 a� R Q 11 Cn EZ or zC'j > > w > w 1:4 CO Q:: po a_ rm- a 6 m Mulmm C3 of 8 Date Received DEC 3 0 2016 Original Submft_bh'-. Lo Co 0 iZ3) p) m O ti C) ti ZZzn Co ow 0 Z I- W 0 04 a� R Q 11 Cn > > w > w 1:4 0 u C\2 6 m Mulmm C3 of 8 Date Received DEC 3 0 2016 Original Submft_bh'-. Lo m C) ZZzn ow 0 Z I- W 0 04 a� R Q 11 Cn > > w > w 1:4 0 u 6 m Mulmm C3 of 8 Date Received DEC 3 0 2016 Original Submft_bh'-. 42ND STREET N .aI .9 J .*J -■_.1' ' , ~r �E --�4- •� ® ��,.. r� ```` ..�. --473`-"' � 77 aaPUBLIC WETLAND y--- - ��/ y .1i �--y MAINTENANCE ,, _ �` �`�- 5-� .� yEASEMENT � - .� � � ��.__�.T_ �.. .� � .� � .� .� y __ ., � � � " _.. y y i 444 ; �. 6" FL=473-. j f N f i' Qa 450 � I C-ic� A a $ " 450 6" FL=473.27 10.0' P.U.E. v Sl 1100% 478 478 S=1 AO% i PROPOSED } BUILDING FFE=476.18 # !+ I I � g 1 ! B. I1 6" FL=472.84 450 450 472.57 _ 61 LF f j 6" FL= (P. A S=1.00% 478 478 472.53 S=1.00% 57 LF S_=0.50% 479.ti GRATE=474.93 1 I t I it s i j# i i i :X 12" FL c, i 12 soSD I >9 450 i 60W i N;� fil 1 ; -12 SCALE 1"20' 20' 0 20' 40' (D ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 410. CONNECT TO EXISTING PIPE. SEE NOTE 1. 412. CONST STD. CATCH BASIN W/FLOGARD FILTER AS PER DETAIL. REFER TO SHEET C7. 444. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET C7. REFER TO SHEET LA -2 FOR DETAILED PLANTING PLAN. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 476. CONST 4" STORM DRAIN PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 477. CONST 6" SOCK WRAPPED D3034 PERFORATED PIPE WITH RUBBER GASKET JOINTS. LAY FLAT IN ROCK CHAMBER. 478. CONST 6" STORM DRAIN PIPE, D3O34 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, D3O34 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 495. CONSTRUCT ROCK STORAGE CHAMBER PER DETAIL SHEET C7. NOTES: 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE LATERAL, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. 3. A STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN SHALL BE POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR STAND-ALONE POST IN A HIGHLY VISIBLE LOCATION (SUCH AS THE ENTRANCE TO THE CONSTRUCTION SITE OR IN CONJUNCTION WITH OTHER SITE SIGNAGE). APPLICANT MAY CONTACT SUB WATER DEPARTMENT (541-726-2396) TO OBTAIN SIGN STANDARD OR TO PURCHASE SIGNS DIRECTLY FROM SUB AT 15$/SIGN. 4. FINAL LOCATION OF SPRINGFIELD WELLHEAD PROTECTION SIGNS TO BE COORDINATED WITH AMY CHINITZ OF THE SPRINGFIELD UTILITY BOARD (541-744-3745). 5. FLOOR DRAINS SHALL BE ADDED INSIDE BUILDING AT EACH OVERHEAD DOOR LOCATION. REFER TO M.E.P. BUILDING PERMIT PLAN. 6. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #128 (NGVD 83 DATUM). BENCHMARK HAS SINCE BEEN ADJUSTED TO NGVD 88 DATUM WITH AN ELEVATION OF 486.07 FEET. w � -- EXISTING CULVERT UTIL vJ.0 EXISTING UTILITIES (GAS, ELECTRIC, TV • PHONE ETC.) 12"W C EXISTING WATER LINE 0 EXISTING WATER METER EXISTING WATER VALVE tiYo EXISTING FIRE HYDRANT WW -8"WW - - EXISTING WASTEWATER SYSTEM ST 24"SD - - EXISTING STORM DRAINAGE SYSTEM O xN EXISTING CLEANOUT (D EXISTING AREA DRAIN e 0 EXISTING CURB INLET EXISTING STREET LIGHT ® EXISTING JUNCTION BOX EXISTING ELECTRICAL VAULT [T� EXISTING TV PEDESTAL © EXISTING TELEPHONE PEDESTAL 0 © EXISTING GAS RISER mm EXISTING GAS VALVE w � Cr-- vJ.0 W N • .cn F- � ►L.. C> M O O C (n .-� c 0 cnoLo � C z :: C� 0 ^'moi M _ cn d DEC 3 0 20113 original SubmlW_.... d/-t�_ - 0 Lo O ^'moi O xN to e QD 0 mm m M Z z w DEC 3 0 20113 original SubmlW_.... d/-t�_ - 0 Lo O xN to .- 0 mm m M Z z w o w W W W w Q a U) � 1 U DEC 3 0 20113 original SubmlW_.... d/-t�_ - 42ND STREET _ SCALE 1"20' 3'- 20 0 20' 40' GAS 12" / MIN PHONE OR DIRECT GREY DUCT I ® IN CONSTRUCTION NOTES ELECTRIC ABLE , 209. CONNECT TO EXISTING STUB. OFF WHITE 220. CONST 6"X4"X6" WYE. 250. CONST STD. CLEANOUT WITH CAST IRON LID. JOINT TRENCH DETAIL j 251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL. REFER • �-- • f / TO SHEET C7. '' �"" "" ' UTILITIES NTS t / 252. CONST WASTEWATER AREA DRAIN. -�-- �• �� �-'"" �~ 279. CONST 4" PVC WASTEWATER PIPE, ASTM ABS WITH RUBBER y y ----- y y j GASKET JOINTS AND TRACER WIRE. ~�' �' a ' �' PUBLIC WETLAND _ T� �' y y y y 'A�' '�"��• 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER MAINTENANCE �- GASKET JOINTS AND TRACER WIRE. EASEMENT -------- 11 ____-~ NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. j � N -1 j N � � N r g 10 CO 1 f CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE J 250 (( CALL 811. P.U. 6 FL=472.79 i I if 4 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL o~� y , r' A I I AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW © 4" FL=473.02 ( LINE ELEVATION PRIOR TO CONSTRUCTION. r ° : 4" FL= 220 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE 472 78 PROVIDERS. • °�cz<" -' 279 12 LF Q ' ( [ a i CABLE - COMCAST " . S-2.00% �f I ELECTRIC SUB ` 12 LF ! H I GAS - NORTHWEST NATURAL °. 279 S=2.00% �! 4" FL= Q'i �I �, PHONE - WEST PROPOSED " i 472.48 220 E-,+ `~ \ FFE=47NG 8 4 FL=472.42 ( ( 4. PHONE, CABLE, ELECTRIC & NATURAL GAS PROPOSED TO BE a I JOINT TRENCH PER DETAIL. 5. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED S1 1 00% , AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB 280 + �I BEDS AND SWALES. j 279 12 LF 4„ FL= 220 •. TD 1 „ _ 250 S=2.00% 472.18 �� 6. TRANSITION FROM 6 D3O34 PIPE TO 4 D3O34 UNDER TRASH \ \ ` 6 FL -474.14 ~ \ EX CO _ 1 ENCLOSURE SLAB. EXTEND 4" PIPE UP TO DRAIN. ; d GRATE=474.9Q 4" FL=472.42 t " 209 \, 6 FL=472.13 i a. '. 7. BUILDING NOT PROPOSED TO HAVE FIRE SPRINKLER SYSTEM. 51 LF S=1.00 0 280 \, f 41 LF 8. ALL LANDSCAPE BEDS ARE PROPOSED TO HAVE AN AUTOMATIC ~~ :: \� ` • N 280 S=1.00% , METER UNDERGROUND SPRINKLER SYSTEM. LOCATIONSI 9. WASTEWATER AREA DRAINS ARE TO BE TIED TO INTERIOR r ~ ~ \ ly Qr° WASTEWATER SYSTEM. 10. PROPOSED FIRE HYDRANT MAY BE REPLACED WITH BUILDING OINT UTILITY SPRINKLER SYSTEM DURING BUILDING PERMIT PROCESS. TRENCH CO 4 r 6 „WW 12 SQ ; �.' t ~ ` • ,~ y \ ~ ~ \� \ 250 6" FL=473.63 ~ _ CO 2 FL=472.54 250 280 53 LF 4 �� S=1.00% If PROPOSED FIRE W LF 279 220 A HYDRANT ~ \ S=2.00%1 250 CO 3 1 » W a LEGEND 6" FL=473.07 4 - --- 6"W fl 10 LF f 79 S=2.0Q% 220 ! Q " EXISTING CULVERT \ \ 1 PROPOSED r 2��,�' ~~, METER SERVICE EXISTING UTILITIES GAS ELECTRIC N ��'�~~�\ ~� ~ 280 53 LF I I (GAS, `�� �' ~~ ~~ ~ \ \ S=1.00% ` BACKFLOW t UTIL 1 PHONE ETC.) DEVICE 3 JJr( I ' 12"W EXISTING WATER LINE I \ f N EXISTING WATER METER Y ~ i' 3 t ,' ,' ,\,, ~~\ '�,\ `~~ .� `\•~. '\`, -1 f/// �,. �`'it (� ` & EXISTING WATER VALVE \ t 11 EXISTING FIRE HYDRANT 18' X 1 OQ' `.. 8„W _ EXISTING WASTEWATER SYSTEM JOINT ACCESS if i 1 EASEMENT ST 24"SD -- EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT d I/ \ r � � `� „/ �,�� A �,,� �., v ,,~ � ~,� � `�,, � `� j ��(/(jj EXISTING AREA DRAIN f �f r f rr ,`l I It Fq F0 EXISTING CURB INLET r� ll i j EXISTING STREET LIGHT r l E r EXISTING JUNCTION BOX t � i i EXISTING ELECTRICAL VAULT JjJ MT EXISTING N PEDESTAL y"i i(jj pp r if © EXISTING TELEPHONE PEDESTAL FG] EXISTING GAS RISER 's �`ft � � //(( ifr � { ((f jr f � j �f j ,• f j/ 11 f EXISTING GAS VALVE Lt tri F-1 � �0�005�. �{ 5 t p(tLh Re " eUJ ,)uw WA.ri1rW)(- � � o rn E C) co:) hro ' U W o�w N .� O W t7i o adlz o _cc O N c>z �@� J oto � ZO v � V) � 1 co o�w aZ5� cd W Q) ,C,3 O N � J SHEET C5 or 8 DEC 30 2016 Original SubrWdW_ �._ O co U*) CN Q) ,C,3 O N CD C2 C° m m � N Z a a D^ 1 � A o w 92 y SHEET C5 or 8 DEC 30 2016 Original SubrWdW_ �._ o U*) CN CD C° m m Z a a O A A o w y W a w w w D a cU) a v SHEET C5 or 8 DEC 30 2016 Original SubrWdW_ �._ 42ND STREET Jt . `�,'*. :€ 3 a .i y E � .y .. s .a[ d .a4 a .i ..ai i � .� al .� .!�'S!" •y+n..r w....r . ..w erre • •..as .� .x � � .� A j A �C � j.ad .� .-q A _at �s' .� ,a� _q j .� -q.� � .� A j -11 �i �3 �€ �E A J P U B LI C WETLAND ,fit -! .3 -'t N j j N A .v' j � A j � .q A y j .y y J j -,f N j j .y j �l 3 -i'- ' �"' "�"� • �..s _....,,.. •,� MAINTENANCE i EASEMENT _.._ J � 1 _ i k -11 / 107 • a� y.r r 90 2 TYP. °, 2 TYP. 5 /k� v ' 10.0' i A P.U.E. Q • eo J� r 9 TYP. 90 ? j PROPOSED y BUILDING I f� FFE=476.18 90 6 TYP. 3 TYP. 5 i� `' ~ `., +, � `�'`�`. � ` • ° �. 1431 SF 889 SF ' 1 252 SF ) j 42 42 41 I 1 If I ' \ 10591 !� 43 �r'3 N,,.^ __ ....�ti ~mow,. '•"^.,,```\. ;' • � "'•,� • (( { 101 � 15 14,730 SF 5 2 TYP. 5 3 TYP. W U� SCALE 1 1=20' # PAVING NOTES: 1. EXISTING WEYERHAEUSER EFFLUENT LINE MONUMENT TO BE RESET UPON COMPLETION OF PAVING. 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C8. 3. CONST CURB & GUTTER AS PER DETAIL. REFER TO SHEET C8. 5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C8. 15. CONST 3" AC OVER 10" CRUSHED ROCK. 41. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. 42. CONST 6" REINFORCED CONCRETE OVER 1" CRUSHED ROCK W/4" WIRE MESH. 43. CONST TRUNCATED DOME DETECTIBLE SURFACE. 44. CONST LANDSCAPE BLOCK WALL. 50. INSTALL ULINE 1 -LOOP WAVE STYLE BIKE RACK. 2 -BIKE CAPACITY. 90. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 91. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C8. 101. INSTALL WALL MOUNTED DISABLED PERSON SIGN. 105. CONST BOLLARD PER DETAIL. REFER TO SHEET C8. 106. CONST BOLLARD WITH CHAIN & LOCK. 107. CONST LONG TERM BIKE LOCKER PER DETAIL. LIGHTING NOTES: 1. POLE LIGHTING TO BE CSX -1 LED FIXTURES MOUNTED ON DIRECT BURY FIBERGLASS POLES. MOUNTING HEIGHT TO BE 20 FEET ABOVE PAVING ELEVATION. FOR DETAILS SEE SHEET C8. 2. TWR1 LED WALL PACKS ARE PROPOSED TO BE INSTALLED ON THE NORTH AND WEST SIDES OF THE BUILDING. SPACING TO BE APPROXIMATELY 25 FEET WITH A MOUNTING HEIGHT OF 12 FEET. 3. WIRING DISTRIBUTION TO BE DESIGNED BY A LICENSED ELECTRICIAN AT TIME OF BUILDING PERMIT. NOTES: 1. IMPERVIOUS AREA= 24,257 SQ FT. 2. LANDSCAPE AREA= 2,811 SQ FT. T c� �1011A1' �/� V1 U W • N ,Vi =(L O i Lo � O ,� w cc o N v 0 N co=of �C 8 T 1 �1011A1' I��• w Lo cL ,� w L N J DEC 3 0 2016 nt inin9i Subrdtal I " _- o (� O Lo cL ,� N N o �If Lo to � N Q) z a o a w w w Q DEC 3 0 2016 nt inin9i Subrdtal I " _- o Lo o �If Lo to z a o a w w w Q DEC 3 0 2016 nt inin9i Subrdtal I " _- J:t de WILKINS Reduced PressuwPrinoipembly Application 4 Designed for; installation onwater lines to protect against both . backsiph on age and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance -ASSE(R) listed 1013, - • IAPM0@ Listed *:CSA® B64.4 Options • AWWA compliant C511 (Suffixes can be combined) • Approved by the Foundation for Cross Connection Q - with full port OT ball valves (standard) Control and Hydraulic Research, at the University of ❑ L - less ball valves, male,pipe;thread Southern California ❑ S; - with bronze "Y" type strainer • UL® Classified (less shut-off valves only, 3/4" -2") ❑ SE - with street elbows • C -UL® Classified {less shut-off valves only, 3/4" - 2") ❑ FT - with integral male 45° flare SAE test fitting,; F-1AG- with gap Materials ❑ SAG - with bronze "Y" strainer and air gap Housing Reinforced Nylon, FDA approved ❑ BOF' - with Blow out/Rush fitting Fasteners Stainless Steel, 300'Series ❑ B - 'with black fusion epoxy.coated ball valves & Elastomers Silicone (FDA Approved) struts for theft protection Buna Nitrile (FDA Approved) Internals Delrin, Nylon, NSF Listed Springs Stainless steel, 300 series Accessories Ball Valves Cast Bronze, ASTMS 584 ❑ Repair kits Struts Forged Brass, ASTM B 124 ❑ Thermal expansion tank (Mdl. XT) ❑ Soft seated checkvalve(Mdl,40XL2); Features ❑ Shock arrester (Model 1250XL) Sizes: 112' 3/4", 1_", 1-1/4", 1-1/2", 2" ❑,QT SET Quick€est Fitting`Set Maximum working water pressure 175 PSI ❑ Blow out /Flush fitting (RK347375BOF ('112" or 3/4"), Maximum working water temperature 180°F 111<1-3751BOFor RK114-350-375601`) Hydrostatic test pressure 350 PSI End connections Threaded FNPT ANSI B1.20.1: MODELS 375SE OPTIONAL STRAINER (MODEL SXQ C B _J- AJ,- G JE E A Ali H F_,_ F (1J2" 1.) (1.1!4"-2') Dimensions & Weights (do not include pkg.) Zurn industries, LLC I Wilkins � 8�44��.'I1� Rev. D DIMENSIONS (epproximato} ��//�� V! Date: 6/14 In Canada I Zurn Industries Limited WEIGHT MODEL 375 SIZE In. I mm A A BALL B C VALVES in. mm in, mm in. mm In. mm D' in, mm E F in, mm in: mm G in; I mm H J in. I mai in. LESS: BALL vALVE5 mm lbs, I kg BALL BALL vALvEs lbs: I kg 112 20 18 7/6 225 nfa nfa 11&% 49: 1 518 41 215!18 75 3 716 96 12 114 311 3' 76 10 71$ 276 121/4' 311 4.7 2:1 5.7 2.6 314 20 8718 1226 71/8 18111t516 49' 15r6 41 1216M6 75 37/8 98 12 &8 3211 3' 76 11 279 12114 311 4.7 2.1 5.7 2.6 1 M6 284 8718" '22512114 57 2.1/4 57 37116 87 4 142 149116 370 4 102 13314 349 15114 387 8.2 3.7 9.7 4.4 1-114718 378 1 318 367 33fB 86 3318 86 3 314 95 5314 145 20 V2 521 3 W4 95 16 457 18112 470 18.7 S:b 20.5 9;3 1-1/2 401157/4 387 14318 367 3318 86 3;3/8 86 33/4, 96: 5314 1q6 22 559 4112 114 18314 476 2D 114 514 18.3 8.Q 21.5 9,8 2 6 406 14 3!8 367 >3318 86 3318 8fi 3 3/4 95 5314 445 24 41D 4 3A 120.7 20 314 527 2D,314 527 19.4 8.8 23.5 103. Zurn industries, LLC I Wilkins � 8�44��.'I1� Rev. D 1747 Commerce Way, Paso Robles, CA U.S.A 93446 Ph. 855=663-9876, Fax 805-238-5756 ��//�� V! Date: 6/14 In Canada I Zurn Industries Limited Documents 3544 Nashua Drive - Mississauga, Ontariot4V 1 L2 Ph. 905-405--8272, Fax 905-405-1292 Patent No. 'R Product No .zrsrra,cexrrl O CY z w Page 1 of;2! _ ATTACHMENT O NOTE: THE REFERENCES PROVIDED IN TH18 STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SETT FORTH 1N THE CROSS,CONNECT(ON CONTROL PROGRAM STANDARDS I RIGHT OF WAYIPROPERTWEASEMEN r LINE 6" MIN S.U.B. WATER METER � r I r, W NEIN t r OVEREHEAD 14 4// 3" MIN SUB t 1 1 - SUB ( CUSTOMER RESPONSIBILITY I RESPONSIBILITY � i.. t E t. l 3"MIN -� S.t1.B. i WATER f" METER I 12' MIN I€ PROFILE VIEWN 14 3/4 // i ctionAE t're-inStnliation l roSS GQnnection t Ontrol iiequirements Section;X11 Location of Backffow Assembly Section XIII Stokilow Assembly Installation Culdellnes Section XIV Post -Installation Crass Connection Control Requirements :tions XI -XIV, in addition to the complete Cross Connection Control Pro rat #:liirrrvvly'r.ssautit.aler/muss-eot�tneCtiort-ccrntroi-orad-laack[Iovu-pratecFlort� ALS: N. T S: eACKFIOW ASsetvtsLY srAf+ 46Y2 are available at: KtUVLLU YKLIbb"E I.-;'_: BACKFLOW ASSEMBLY Y .0 1 1,d y: srtttNOt to I.t�lrrxt in aluntzt 2" & 51AAL Ei2 REYiSED.6 2 20' )0 RPBA Znch and smaller V12.00.&4 &o 02. 2015 - 14:510rn Plotted by Erich FIF OR'C, No.: F 12a 8W= 1. R NIUM IrVMM I.' AND CONCO= = l< CUMM. r- (OMON AVAttAM) M73 ADD V EM] 70 xOMMAL RAIN GARDEN TO BE PLANTED PER SHEET LA -1 PROPOSED AC PAVING PROPOSED WHEEL STOPS ROCK CHAMBER NTS 1. 6" PERFORATED PIPE TO BE SOCK WRAPPED. 2. PERIMETER OF ROCK CHAMBER TO BE SURROUNDED BY SEDIMENT FILTER FABRIC 3. ROCK IN CHAMBER TO BE 3"-0 ROUND ROCK UNCOMPACTED 6' RAIN GARDEN TIE INTO EXISTING GRADE MAX SLOPE 5:1 EXISTING PLANTING lu VI\V111114V IVILVIVIVI GRAVEL TRENCH W/6" PERFORATED PIPE SLOPED TO STORM DRAINAGE SYSTEM RAIN GARDEN SECTION A -A NTS 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE M TRAP 4"PVC --/ WASTEWATER - SERVICE LINE D DA D 1,DA -nil yP2(Q- on051 5vk, 9�Utin (2eN1ax) Jovun �ko..rvmur p9 7 010 rn C)Wa?3 '� �'�$±�;4 Y.ay4yF � ,6�;4e'R� a�S$d4@@.;iC: � 8�44��.'I1� cp 0 (� ��//�� V! C-4 N � O) V W N vi o i O E r C 'R Q) O CY z w o C> 0 000 - J '� �'�$±�;4 Y.ay4yF � ,6�;4e'R� a�S$d4@@.;iC: � 8�44��.'I1� ,&�tp1'• (� (/ 1 a � Q) o L J WWI C7 of 8 C}a% Received DEC 30 2015 Original Subrr MW rn (/ O Q) o cD r1" _ N z w 0 C4 a X0 U) WW E= a W ib Q 0� Q W CD W � CID CV WWI C7 of 8 C}a% Received DEC 30 2015 Original Subrr MW rn o cD r1" 1` z w 0 C4 a X0 U) WW E= a W ib Q 0� Q W CD W � U WWI C7 of 8 C}a% Received DEC 30 2015 Original Subrr MW PHOTOELECTRIC CONTROL LOCATE HAND HOLE ON CURB SIDE FIBERGLASS POLE W/ FINISH TO MATCH LUMINAIRE U 10" SMOOTH INTERIOR CORRUGATED POLYETHLYENE SLEEVE (ADS) LIGHTING DETAIL NTS TWR1 LEDUall L�6Pnair M, Introduction The popular -DAJR1 luminaire is now available vAth long-lasti,ng, energy-efficient LED te6noloqy. Specifications Featuring classic dayforin, the TWR1:LF_D offers Width: 12-15/16' a traditional appearanceland is powore,d by advanced LEDs. Height- The T`vVR1 I -ED luminaire is powerful yel energ� 7 H Depth: -Uz efficient, capable of replacin up, 10 a 32OW metal ,halide luminaire while saving up to 800o in energy Weight. W D costs. Offering an expected service life of more ,than 2-0 years, the 1WR1 LED eliminates frequent lamp and ballast reply cements: associatedwitfi Ej(AMOLE: TWRI'l L8D,21 510K MVOLT Im LED TY181 IFD I ?:St am 1*X 41AW MVOW A"bfank) NOMWS Da'r<AOA� fbX 2 MIRMew P1, NOTES FEATURES & SPECIFICATIONS LO INUNDED U$E INSTA"MOrli WwjM [ED rnnbto trxibmd xA putdevg' tEc 0 tapr7'A�at" *.>MfQv- f•W'N31 grou'?jJI-Pwn i- 4ictvm'fowmarnf a gtr.arrmlFac#:sa.atd-�,orr0, Mj k'p to M H Rxtwm" Tbe toO iltl�xwl 4"'n<4y viv,) 1�to-mbrd 4 T b�x byvl w for *�ODo cf iXti $ fii a Mawt b W Vh"'t'X' 4"" fq4+ .ng "40 a 9't Ta 01 yov,zN ' w'4 P3 A 'WRI Ep m0ea�f� 5tO, "S t�i 1r6q UL Uwxf .*J Ct�vyxl*m T-V'ed in �Mo) ,CONSTRUCTON 05NA LWI %t xlq�d �nA-IkVA"" �r. �ith br'-nnn fx�')�f'vt" "A"� pi'm 4w, ks tr'�q &rakMy' Na.'v N0 n 9rr�6 ori t" *Uf'�4 Tho "&zy ��a'q io-"Oatk� und "try C t­� mc 'M Qw� if*d Or C -D aj '�*I'Aafn AN" -h "MmS qu,1114'ed Maw, T'= LED i 4W50K mvW,4' h4on fa oy�wmc,; vi wy kevv1-,*Se fvm LED I hu, V�V wtvzium CD C) TWR', LE'02ar"i 041* 1w"PrrAil<C'no, kmed iof <,odoo(mmfi6-pi, A01C amixog, 0,7 fc- versatile look that complements many applications. 000- WAIRPANTY PA E� H v at lw'000)vuFs The CSX1 combines the latest in LED technology tp6n' Length, with the familiar aesthetic the ContouP Series Ali `111/2" 51$" Dia. Holo < ZIMOWA4 ore tah�'rya way C'��yem' GeVq 'J'2 zrjolz - P"'�m�: !MZ79ZN! F'w' Now i8 1t2" for stylish, high-performance illumination that lasts. A $I ^^L1 Mr -Ir- FILLED IPE PAINTED 15" BOLLARD DETAIL NTS 4CRETE FOOTING WIDTH MIN. & M. 4" WHITE STRIPE 0 0 0 0 0_0 DISABLED PERSON SIGN PER PLAN LO EXTRUDED CONCRETE CURB DETAIL NTS lope C-4 0 W a) to flow A Introduction t�i 1r6q The Contour"' Series luminaires E 0 < offertraditional N0 square dayforms with softened edges for a Or C -D aj 4 CD C) 4. 0,7 fc- versatile look that complements many applications. 000- PA E� H v The CSX1 combines the latest in LED technology 41) Length, with the familiar aesthetic the ContouP Series `111/2" 51$" Dia. Holo < (2) Pl=s i8 1t2" for stylish, high-performance illumination that lasts. 0 0 1:4 0. Q U co Width: � W > W W It is ideal for re0acing traditional metal halide 0 U Height; in area lighting applications with t ypical energyT W savings of'651/o and expected service life of over Wpight S7 lbs < 7211 M. 4" WHITE STRIPE 0 0 0 0 0_0 DISABLED PERSON SIGN PER PLAN 29 WHEEL STOP 2$ PER PLAN (TYP.) 4" WHITE STRIPE 011� 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING 96$1 am PER ANSI A117.1) DISABLED PARKING DETAIL NTS 4 EXPANSION JOINT IN NON—EXTRUDED CURB, CONTRACTION JOINT IN EXTRUDED CURB 3 4"R TYP. 6 121) BATTER 6:1 4' 8 6" 2" 8% 7 SLOPE SLOPE 8 4'1 4. % A 4 ' *•" : -• A • 4 18" JOINTS: EXPANSION JOINTS SHALL BE PLACED EVERY 30 FEET IN NON—EXTRUDED CURB. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 0 [$0 k9i =Wdol W I Of too 11 N � M 3,500 PSI CONCRETE TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 — 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL IS" BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 6" CSX1 LED 1 %4v LED Area, Luminairo LO EXTRUDED CONCRETE CURB DETAIL NTS lope C-4 0 W a) to flow A Introduction t�i 1r6q The Contour"' Series luminaires E 0 PRECAST CONCRETE offertraditional N0 square dayforms with softened edges for a Or C -D aj 4 CD C) 4. 0,7 fc- versatile look that complements many applications. 000- PA E� H v 29 WHEEL STOP 2$ PER PLAN (TYP.) 4" WHITE STRIPE 011� 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING 96$1 am PER ANSI A117.1) DISABLED PARKING DETAIL NTS 4 EXPANSION JOINT IN NON—EXTRUDED CURB, CONTRACTION JOINT IN EXTRUDED CURB 3 4"R TYP. 6 121) BATTER 6:1 4' 8 6" 2" 8% 7 SLOPE SLOPE 8 4'1 4. % A 4 ' *•" : -• A • 4 18" JOINTS: EXPANSION JOINTS SHALL BE PLACED EVERY 30 FEET IN NON—EXTRUDED CURB. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 0 [$0 k9i =Wdol W I Of too 11 N � M 3,500 PSI CONCRETE TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 — 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL IS" BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 6" CSX1 LED 1 %4v LED Area, Luminairo LO EXTRUDED CONCRETE CURB DETAIL NTS lope C-4 0 W a) to flow A Introduction t�i 1r6q The Contour"' Series luminaires E 0 PRECAST CONCRETE offertraditional N0 square dayforms with softened edges for a Or C -D aj Specifications CD C) C/) 0,7 fc- versatile look that complements many applications. 000- PA E� H The CSX1 combines the latest in LED technology 41) Length, with the familiar aesthetic the ContouP Series `111/2" 51$" Dia. Holo of (2) Pl=s i8 1t2" for stylish, high-performance illumination that lasts. 0 0 1:4 0. Q U co Width: � W > W W It is ideal for re0acing traditional metal halide 0 U Height; in area lighting applications with t ypical energyT W savings of'651/o and expected service life of over Wpight S7 lbs 7211 ELEVATION SXi £D W t7 n 709 40K 4000 121A jpel AVOIT Shipped 1ndu4ed Shippedinswi fOU 100 1600aA M ZWK 131A Tiptif" 1w, SPA, "qiw�p�t PER 10A 1411 Tqpe1V mi munnq M D<"n ral 19A ;-i;0 21401 VA Ro")ndpc'i'- WIT, IFIM kwxlld x711 wm�';•q DW 0 1 W & wg* djW;'r'U (Cw'as icor: S'y3iA fiM446�-1 its limmiOrtpdll lk-mw A7 Shippe0epatauly, SF DUMP Ttn'b* 'Nft1ki DS Daswizneljl" -x kmita -'40W'9 Alto BL30 =MW %'x Ac Eu;1' wwtq W-50 Witt id"PW es KMDDUDU Ye ShippeirleparatelY2 wz 1 NOTES 16 "M 1- A 2 A foaw ol:b waa e Asim 6 ww4A. "WAS 4 Foqjf4�', WEIGHT: 220)bs. Fj R 1 V X 5 1 ?k 1A CONCRETE: �k"Ox%� P" N�4 L1.3 41 o WYA A <L -N h 66.�a W'j SO, U."WW' M: nfN'4ilfeld f 5X MAW lj*0�� 4M 140�� 442.14&714�, Fc=,4,000 psi 28 Days hr"� ts) tVqAfi Wvp D�>Wv iv. ­3 ruA m 120, 27?'l r �d 743 ';04 WAamd" �'w'j�W Tenon Mounting slipfitter" dh REINFORICiNG- 41W.9 OF �41 dl� A,.d4? lkit� V, 1�aLT 4,; 6 tAll; !!2""Y-Rater ASTM A-61fi Grade 60 SECTION, z4W 02�12w- AMNA AII'YM AF24430 OxA*xy '4*4�fd "WaT W aV6)41r 6 V, P" RODLE'S PPCECAST, 1,NC. 6'Wheel Stop 1861 East Pole Rd. Everson, Wa. 98247 (360)354-3912 M6del Number: WMAS 1,Dateissued:, Date Received C% DEC 30 2010 Original Submittal_ LO rn -E C) co C-4 0 W a) to 0) t�i 1r6q E 0 N0 Or C -D aj CD C) C/) 000- Date Received C% DEC 30 2010 Original Submittal_ LO co 0) C30'j C/) • C..) 41) 0 0 1:4 0. Q U co ti � W > W W 14 > 14 1:4 0 U Date Received C% DEC 30 2010 Original Submittal_ LO C30'j �2 0 0 1:4 0. Q U co > W W W > W W 14 > 14 1:4 0 U Date Received C% DEC 30 2010 Original Submittal_ SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME o o O Q ARO 2 Acer rubrum 'October, Glory' 2" Cal. 30' o.c. Red Maple, October Glory J BH 3 Betula jacquemontii 2" Cal. As Shown Himalayan White Birch ry CN 3 Cornus nuttalii 'Eddie's White Wonder' 2" Cal. 30' o.c. White Wonder Dogwood SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME K' Q z a CT 11 Choisya ternata 5 Gal. As Shown U Mexican Orange IC 12 Ilex cornuta 'Burfordii' 5 Gal. 3' o.c. Borfordii Holly PL 14 Prunus laurocerasus 'Mount Vernon' 5 Gal. 3' o.c. Mount Vernon English Laurel RIAN GARDEN GROUNDCOVER FC 270 Fragaria chiloensis 1 Gal. Coastal Strawberry MR 270 Mahonia repens 1 Gal. Creeping Oregon Grape 540 TOTAL RAIN GARDEN GROUNDCOVERS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A TRIANGULAR PATTERN. BOTTOM 1.25' OF SIDE SLOPE SHALL BE CREEPING OREGON GRAPE, TOP 2' OF SIDE SLOPE SHALL BE COASTAL STRAWBERRY. AU 74 Arctostaphyllos uva—ursi 4" Pot 24" o.c. Kinnickinnlck " • SOD LAWN 2,477 SQ. FT. 1)CN 1 I A, J . i N _v` .9 11 .9 ,3 -�I P U B LI C WETLAND N -1 ,9 N ,y N y �J a! N � N .y -C J -�t -,I -q -,I -,I-,1y -,4k ; a! A y J al �l J A --4.�1 �! � -11 NT- -,,MAINTENANCE — .�: MAINTENANCE e EASEMENT v:4a•44go `b $ o - �a44v- 40 44 17}AU- 21� N J 1)CN 4)CT 14)PL Lv • Q �4v 93� v �, y, �� 12)IC G�i� u v /tel 4jjjJJJ ROCK ..� 1 NP�v� CHANBER RAIN ' GARDEN 270}MR \ 2 }BH _ PROPOSED � :�:�:�:•.-. - r' m BUILDING f SLOPE AREA TO BE RESTORED I ` . TO NATURAL `` STATE' XISTING U -J E STREET TREES iVYCQop V OY 44 +j OY4Y PT /X'fjtrj v DYC i' '�I 111 I t j NOTES: 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and bio-swales. Swales should be zoned separately so that once plants are established water con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. Till entire area to I! a depth of 12". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of ball. �)F he root b II Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance and compaction during construction. No vehicular traffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. II5. After swale areas are cleared and graded, all disturbed subsoil shall be tilled before I capping with 18" of topsoil. If existing areas surrounding the stormwater facility are disturbed I !! by construction, the top 18" of shall be tilled. After tilling is completed, no other ! ! construction traffic shall be allowed in the area, except for planting and related work. ! I 6. Apply 2" pea gravel to bottom of swales to provide soil stabilization. 3" of bark mulch shall be applied to swale side slopes. 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by # designer. 8. Purchase healthy material at minimum sizes indicated on plan. 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 10. Plant quantity should be based on planting plan, not plant list. ! j 11. Designer is not responsible for plant failure. z 12. Provide 3" of shredded bark mulch over planting beds. I�l _ I ` /T I� �J j s II f: I! t fr ={ l� RVE %/ -RI Pu tt -00057 Suk,, e ( VA) tl� 9 0 h 0 cc bJD;L4 co UWo23 r O h co • r -i o o O Q W �. ^ cc O � v Or J z w 0:: 0 v 00 �� r 1 w W N Q) � J Foml o rn N Q) ry co co q K' Q z a 0 � w W w W Q a U Date Received DEC 3 0 2016 Original Subddtal® — _ o rn co K' Q z a 0 � w W w W Q a U Date Received DEC 3 0 2016 Original Subddtal® — _ GENERAL NOTES: 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment -laden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant / contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained at least once every seven (7) calendar days and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re -vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 7. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ECS method (seeding & mulching with straw, bark, compost, or plastic covering, etc.) 8. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-of-ways are kept clean and free of debris. 9. When trucking saturated soils from the site, either water -tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the stormwater system. 10. Extracted ground water from excavated trenches shall dispose of in a suitable manner without damage to adjacent property. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable for use in all situations. Modifications to the system will be required if the compliance can not to met. At no time will sediment laden water be allowed to leave the construction site. 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 12. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet - season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30). 14. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location of roads, pipes, channels, retention facilities, utilities, etc.). 15. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with all clearing and grading activities in such a manner as to insure that sediment and sediment laden water does not enter the stormwater system, roadways, or violate applicable water standards. 16. All work performed by utility companies for this project, including placement of appropriate erosion and sediment control measures, finished grading, seeding, mulching and clean up is governed by the conditions and requirements of this erosion control permit. The assurance that these requirements are met will be the responsible of the permit holder. 17. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place with an approved anchoring system, to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control measures may be required to slow runoff. 18. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for duration of the project. 19. Catch basin / curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fabric inlet barriers, block and gravel inlet barriers, gravel and wire mesh inlet barriers, and mesh bags filled with wood chips. 20. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate grass coverage is achieved. 21. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: THERE IS NO PROPOSED DEVELOPMENT AT THIS MOMENT. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: - EXCAVATION OF INORGANIC SOIL AND FILL FOR FUTURE PURPOSES 3. PROPOSED CONSTRUCTION SCHEDULE: BEGINNING DATE: JULY 2016 COMPLETION DATE: OCTOBER 2016 4. DEVELOPMENT AREAS TOTAL AREA: 1.22 ACRES PERCENT OF SITE DISTURBED = 0.13 ACRE (10.66%) CUT = 6,000 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 6,000 CU. YD. 5. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. 6. EXCAVATION TO BE AS DEEP AS 22 FEET FROM SURFACE ELEVATION. SOIL TO BE REMOVED WILL BE DIRECTED BY GEOTECHNICAL PROFESSIONAL. O CONSTRUCTION NOTES 175. CONSTRUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPACTED TO 90% MAXIMUM DENSITY. PAD SHALL BE 20' MIN WIDTH BY 20' LONG. 176. CONST SEDIMENTATION CONTROL COMPOST FILTER BERM PER DETAIL. 177. INSTALL CURB INLET INSERTS PER DETAIL. REFER TO SHEET EC -1.0. .. "I r- 1 0.00' CACIkim- LAND DRAINAGE ALTERATION PLAN FOR LOT 11 OF JP HAMMER INDUSTRIAL S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON I I a -M UTIL EXISTING UTILITIES (I.E. N, PHONE, ELE EXISTING CURB INLET N h U i 0 W MN N CM & GAS) E H O M 0 ® 4 CO ®�n EXISTING STREET LIGHT -� EXISTING CULVERT opo O v M V) c�- -- EXISTING CONTOURS 12"W EXISTING WATER LINE ❑T EXISTING N PEDESTAL N D EXISTING WATER METER K' o z U a N W © EXISTING TELEPHONE PEDESTAL w w W U � EXISTING WATER VALVE C`� TVP 2 N t1 ® EXISTING ELECTRICAL VAULT EXISTING FIRE HYDRANT tiYo nXX EXISTING JUNCTION BOX OHE EXISTING OVERHEAD ELECTRIC LINE © EXISTING GAS RISER WWF--8"WW - EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE ST' 24"SD - - EXISTING STORM DRAINAGE SYSTEM��z EXISTING STREET TREE EXISTING CLEANOUT PROPOSED CONTOURS POTENTIAL STOCKPILE AREA PROVIDE EROSION CONTROL MEASURES AS NEEDED. PUBLIC WETLAND_�,,�, MAINTENANCE EASEMENT 77 POTENTIAL STOCKPILE AREA PROVIDE EROSION CONTROL MEASURES AS NEEDED. 25.00' MULT! 150.00' USE PATH EASEMENT 0 NG V 11;11V 1-11 MAY ".... NTS 0 0 85.15' JLVf L 42ND STRE T NOTE: 1. EXCAVATION AND FILL OPERATION SHALL BE MONITORED BY A GEOTECHNICAL PROFESSIONAL. 251 LF 1 7s CROSS SECTION A --A -- _ - --- _ NTS m - i ___-__ EXCAVATION I I AREA f I 177 �� O COMPOST FILTER BERM �LO 1s 1 Z 177 f '18' X 100'\ ---- JCI JCI ACCES EASEMENT t, li �l��Gygc� �°c / 10.00' P.U.E. 0 36" MIN DISTURBED GROUND DUE TO ONSITE CONSTRUCTION. SEDIMENTATION CONTROL COMPOST FILTER BERM N.T.S. EXISTING - CURB INLET CURB INLET SEDIMENTATION DAM �- BIO -BAGS INLET PROTECTION DETAIL N.T.S. Ft [t CON �PZ10- 0DO's-1 P t air. U 0 tL4) • 1 l 0'F 10 r C14 cc V1 N h U i 0 W MN N CM • E H O M 0 ® 4 CO ®�n 0. J opo O v M V) c�- a r 1 CM ti qrZ 4 o W L J SHEET EC -1.0 of 1 Date Receive DEC 30 Z' �.wiaiNN� C11hilM1 all C�' ti o � o c�- Q0 C)LO- N K' o z U a N W w w m w w w w W U C`� TVP 2 N t1 •� vl v l SHEET EC -1.0 of 1 Date Receive DEC 30 Z' �.wiaiNN� C11hilM1 all C�' C)LO- K' o z U a a � W w w m w w w w W U SHEET EC -1.0 of 1 Date Receive DEC 30 Z' �.wiaiNN� C11hilM1 all