Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/25/2021y G v 1 ­zh - I112Q �. � , 1120 -- m m EXISTING WATER LINE \ E = f GAS u -)e' --- -- -----�I---� mP s _t ,. LCT QQ 1 SIN e-- ' - _ z/�" �`. .-_- \ -.._-•4x'�...'i:s��,�r�.�%``` ��� x „�\.� O LI..{I G EXISTING WATER LINE I j II ' c> 10.00 10.00 P. E. P.U.EEXISTING GAS LINE I �.Ls7 � � E. •.� � �. ,~ c EX. STREET'L'1GH'1' I _ � I , �3�` �V •'C.. CGT ; EX]! v 22' WIDE �-- GRAVEL s ��. STOP SIGN ROAD . +m EXISTING WATER LINE BZ. { '-� � � •.:i" �� I 1 AID", ¢ o `.,,r�-0T• SIDEWALK LOT 8 STORM TIE-IN z - 12" FL = 476.30 LOT 8 EX. 16' CHAIN HAMMER INDUSTRIAL PARK LINF, FENCE TL 400 MAP #17-02-30 44 I ti f 10.00• �•I P.U.E. ' -• _ c> LOT 8 SANITARY TIE1-IN .• I 6". FL = 468.66 `� I y g - 1 ' y N • 1 j ti 5' PLANTER ti 11 4101 DR i- Z`T >'R i LOT 7 HAMMER INDUSTRIAL PARK TL 300 MAP #17-02-30 44 1 q81` j 1 q 1 TIME OF '`n SHARED ASPHALT ENTRANCE 5 Y TRAVEL ZONE PER WELLHEAD PROTECTION AREA MAP, f YEAR EX. 6' CHAIN _OT 6 LINK FENCE Jf 8 4- ,17 rl 4-1 ARAMARK BUILDING II Ti I p P II II 1; LOT 7 SANITARY JJ `6" FL - 470.34 I �< C i LOT 7 STORM TIE-IN 12" FL = 475.85 P 1 NCE SITE REVIEW 40th Street Mini Warehouse S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.,W.M. TAX LOT 400, 300 ,'HINE U11L11Y FKUVIUEKJ: SIC: SUB SUB HONE: CENTURYLINK COMCAST AL GAS: NW NATURAL GAS I I - ItiH • APPLICANT / OWNER OAKWAY GOLF INC & LULU, L.L.C. JOHN HAMMER PO BOX 22201 EUGENE, OR. 97402 XIS ING Hy I'NI PHONE: (541) 683-1166' p PROJECT COORDINATOR O ENGINEER y A&O ENGINEERING LLC GF - t S 380 Q STREET, STE 200 az SPRINGFIELD, OREGON 97477 PHONE: (541)`302 9790 �® ARCHITECT I, 1 ROOD HANSEN 1551 OAK ST. EUGENE, OREGON 97401 PHONE: (541)::687-7800 cl / 10.00 P.U.E. o i .'I m - ADJACENT PROPERTIES EXISTING CURB LINE s - --- EXISTING FENCE 8"W EXISTING WATER MAIN EXISTING WATER METER • c^a EXISTING WATER VALVE � EXISTING FIRE HYDRANT l-.-8"WW --- -- EXISTING WASTEWATER SYSTEM (C) EXISTING CLEANOUT pm -- - EXISTING STORM DRAINAGE SYSTEM (' EXISTING CATCH BASIN EXISTING CURB INLET N o�wJ 62.0010 Y --- o R/W I I EXISTING TRANSFORMER F. �o I'>'I II ----PHN---- o EXISTING TELEPHONE LINE - ----2"G- -- --- EXISTING GAS MAIN 1 EXISTING GAS VALVE O PROPOSED WATER METER B"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE 0 IRR40.901 OADWAY- 12"ST EXISTING HYDRANT ® VICINITY MAP m 6riEE'11AVEX: C-1.0 SITE ASSESSMENT PLAN C-2.0 SITE DEVELOPMENT PLAN C-3.0 SITE GRADING PAVING & LIGHTING PLAN C-4.0 SITE DRAINAGE & UTILITY PLAN C-5.0 CIVIL DETAILS C-5.1 CIVIL DETAILS C-6.0 STORM DETAILS LA -1.0 SITE PLANTING PLAN A3.1 BUILDING 1 FLOOR PLAN A6.1 BUILDING 1 EXTERIOR ELEVATIONS A6.2 BUILDING 1 EXTERIOR ELEVATIONS A3.1 BUILDING 2 FLOOR PLAN A6.1 BUILDING 2 EXTERIOR ELEVATIONS A3.1 BUILDING 3 FLOOR PLAN A6.1 BUILDING 3 EXTERIOR ELEVATIONS A6.2 BUILDING 3 EXTERIOR ELEVATIONS A3.1 BUILDING 4 FLOOR PLAN A6.1 BUILDING 4 EXTERIOR ELEVATIONS 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039CI161 F AND 41039C1162 F AND IS I I,� AN AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY I INDUSTRIAL (HI) EXCEPT THE WESTERN PROPERTY BOUNDARY WHICH BORDERS A LOW DENSITY RESIDENTIAL ZONE. 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. NVGD 1988 DATUM. I � 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 1 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. �) 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. I I I I I i LEGEND 3IIItC III III It An➢II{�' o --•--•--- EXISTING BOUNDARY --- ADJACENT PROPERTIES EXISTING CURB LINE s - --- EXISTING FENCE 8"W EXISTING WATER MAIN EXISTING WATER METER • c^a EXISTING WATER VALVE EXISTING FIRE HYDRANT l-.-8"WW --- -- EXISTING WASTEWATER SYSTEM (C) EXISTING CLEANOUT 24"SD -- - EXISTING STORM DRAINAGE SYSTEM (' EXISTING CATCH BASIN EXISTING CURB INLET N EXISTING STREET LIGHT - --UGE --- EXISTING UNDERGROUND ELECTRIC N N EXISTING TRANSFORMER I-- I'>'I EXISTING TELEPHONE PEDESTAL ----PHN---- o EXISTING TELEPHONE LINE - ----2"G- -- --- EXISTING GAS MAIN rjo EXISTING GAS VALVE O PROPOSED WATER METER B"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE 0 PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE - 0 PROPOSED STORM CLEANOUT D PROPOSED CURB INLET N PAVED AREA SIDEWALK PLANTER STRIP /2 EXISTING CONCRETE ENTRANCE SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION � & ..iA. 3IIItC III III It An➢II{�' o o O • c^a � T�w H w � � Q0 N N w '� � 23 N N ` I-- o � C .J CR la H N N N ` � V C .J z H 0 SHEET C-1.0 1 OF 18 r ,1 GP5 J 'J _ _ .—..........T_�_ I pf- N t — � f PRO OP�SED6 a CHAINLINK \ __-,A�"�. FENCE _ _� F` 7� \ :_OT % F 6' CONTINUOUS SCREENING A e - ;f �f LEGEND ? PROPOSED o i .. ALONG ENTIRE. 2, �- "r r s ". •.L �"• .� ..�.. i I --• -- EXISTING BOUNDARY i WEST PROPERTY- k LINE �y.00B I r � U >_ !- M 14 Mu _I L w PROPOSE 6' - CHAINLINK ..I � BLD( 'SLATS - !,GROSS FL LENCE W - 10,0313 ROOFROOT --- 11 11.13' '. -__..._-4. I I JR ,I I . I I o a Q 0 j f n I i r BLD( GROSS FL! 9,269 ROOF 0.83' - 10,731 FM* 4 ➢I � 7f - -]i 4; /qtl 4 o I 0 P I j I I SIGN. C-5.0. -:: CHAIN LINK �. FENCE GATE 333.53 EXISTING 6' -TOT G HAINLINK FENCE JF 20 C,. R7-02--30 44 ARAMARK U 4 BUILDING A PLANTER GROSS FLOOR AF 10,240 SO.FT. ROOF'. AREA: ADJACENT PROPERTIES EXISTING CURB LINE 1 SITE DATA: _ —Y T — EXISTING FENCE TOTAL SITE AREA =. 116,741 SQ. FT. (2.68 AC) NOTES: 8"W EXISTING WATER MAIN a TOTAL IMPERVIOUS AREA = 102,825 SQ. FT. (2.36 AC) 1. SEE ARCHITECTURAL PLANS FOR LONG TERM PROPOSED 6LANDSCAPE AREA 13,916 SQ. FT. (12%) ( BICYCLE PARKING LOCATION. EXISTING WATER METER • V = CHAINUNK 2. SEE ARCHITECTURAL PLANS FOR ROOF OVERHANG - IMPERVIOUS NON–ROOF AREA = 62,397 SQ FT. (53%) - — ---- EXISTING WATER VALVE i FENCE I � ROOF AREA – 40,428 SQ. FT. (35%) WIDTHS. t —. GROSS FLOOR AREA = 34,182 SQ. FT. WI EXISTING FIRE HYDRANT REQUIRED PARKING: TOTAL REQUIRED = 35 (1 PER 1000 S.F.) LWW — EXISTING WASTEWATER SYSTEM - c TOTAL PROVIDED = 53 SPACES EXISTING CLEANOUT C' I HANDICAP SPACES REQUIRED = 3 � .) HANDICAP SPACES PROVIDED = 37----24"SD- --- EXISTING STORM DRAINAGE SYSTEM BICYCLE PARKING REQUIRED= 12 (1 PER 3,000 S.F.) LONG TERM= 9 SPACE (LOCATED INSIDE BUILDING)EXISTING CATCH BASIN _� •• SHORT TERM= 3 SPACES ', �'• � I. � EXISTING CURB INLET Q WELLHEAD PROTECTION CONSTRUCTION NOTES: t<, EXISTING STREET LIGHT AREA: a X {� 1. THE DEVELOPMENT FALLS IN THE 5 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO T. _ 1' DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD PROPOSED STREET LIGHT T 2 DEVELOPMENT CODE SECTION 3.3-200. TUGE— EXISTING UNDERGROUND ELECTRIC x D� ! - • I 2. DNAPL CHEMICALS ARE PROHIBITED: THE CONTNACTOR AND AL SUBCONTRACTORS ARE REQUIRED TO PROVIDE. THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS r��I EXISTING TRANSFORMER j.... PROPOSED FOR USE ON-S(TE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE / I •1 •�.',� MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE L+I EXISTING TELEPHONE PEDESTAL �I (I.E., WHETHER OR NOT THE PRODUCT: CONTAINS DENSE NON–AQUEOUS PHASE LIQUIDS OR - DNAPLS). THE ENGINEER MAY CONTACT THE. SUB DRINKING WATER SOURCE PROTECTION PHN-- EXISTING TELEPHONE LINE f COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR y-- EXISTING GAS MAIN P.7 : GA s — DNAPLs. —z°c — n E t 3. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP EXISTING GAS VALVE y MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ I I REQUIREMENTS IN. EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER PROPOSED WATER METER [w -J (I CONTAMINATION ,, x? cv " I, -t 8"WW PROPOSED WASTEWATER LINE MN ATL 4. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS PROPOSED WASTEWATER MANHOLE 3ETAND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF BAC CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING PROPOSED WASTEWATER CLEANOUT is ITH P ER TY. MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED. IN ADEQUATE SECONDARY CONTAINMENT, 12"ST PROPOSED STORM LINE l I ( 8 5. .EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT 0 PROPOSED STORM MANHOLE I, FLUID–CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE 0 PROPOSED STORM CLEANOUT •'''���� I PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO 2 I l THE SOIL OR STORM WATER DRAINAGE SYSTEM. 0 PROPOSED CURB INLET 4„J ! i - 6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. k s PAVED AREA i .. 11 7 c!y o w z z 62 00',; R/W I � , N r I I fl SIDEWALK PLANTER STRIP OEXISTING CONCRETE ENTRANCE OEXISTING CONCRETE ENTRANCE NORMAL ASPHALT BASE CONCRETE PAVEMENT DTHICK ASPHALT BASE EXISTING STREET TREE SITE REVIEW PLAN SET —NOT FOR CONSTRUCTION JF Q U 4 o A Y N M O O p p ia'� UA m° a y p fn N W z a m z o z W 3 Qi JF Q p Y N M O O p p ,n p p fn N z a m z o z W 3 JF Q 0 SKEET C-2.0 2 OF 18 964b4 M ,8359 ;- / 1 /XX / zx BLDG #3 GROSS FLOOR AREA: 10,038 SQ.FT. __� ROOF AREA: 11,634 SQ.FT. FIFE- 4" I ,- AC 9&l43 { BLDG #2 GROSS FLOOR AREA: 1 t 9269 SQ.FT. ROOF AREA: 10„731 SQ.FT. FFE 4V -r 1 . 1 � AC 46j.63 ll 4 .s er ean w \ LOT 0j :i T' SGC SED POLE LIGHT 31 Al., FG V84r, ,? /40 i BLDG #4 1 GROSS FLOOR AREA: G. y 'y- - 41635 SQ.FT. ROOF AREA: 6:999 SQ.FT. P � _AC 8z � / 98313 - 4HY83 I - - s 'I - �.3 _. ,�, ans3... BLDG #1 GROSS FLOOR AREA:•` -MECN ROOF AR A: 11,964 SQ.FF FIFE 481.30' jk- — _ I RC 481.30 8315 261 — TO 451.73 nc 4av2 / x"481 F/ __ �' % 13Y / / /; % / Sa ,''/ !/ } / % ✓ "�/ 1. ➢$3 ;/ //i. �N ACd `�+� 4ECN iYCB l .F,� f 4&1.14 -_ z s_r. AC4aa.ss- /iE fib.: r � 4 l ,PROPOSED POLE LIGHT MF P'17-2-30 44 ARAMARK IIk �I III BUILDING II 9 �1 SITE REVIEW 40TH STREET MINI WAREHOUSE S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.,W.M. TAX LOT 400, 300 SPRINGFIELD, LANE COUNTY, OREGON LIGHTING NOTES EXISTING BOUNDARY 1. WALL PACKS PROPOSED TO BE. INSTALLED ON BUILDINGS. 2. LED POLE LIGHT FIXTURES TO BE INSTALLED AT 20' MOUNTING HEIGHT. EXISTING FENCE T 3. LIGHT LEVEL AT PROPERTY LINES TO BE ZERO - NO LIGHT ETRESPASS TO NEIGHBOR PROPERTIES. E 4 EXISTING WATER VALVE Y o EXISTING FIRE HYDRANT E' 4. SEE SHEET C-5.0 FOR PROPOSED FIXTURE TYPES. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION LEGEND --•--•--- EXISTING BOUNDARY E ADJACENT PROPERTIES _ EXISTING CURB LINE A EXISTING FENCE ---811W - EXISTING WATER MAIN W EXISTING WATER METER 4 EXISTING WATER VALVE Y o EXISTING FIRE HYDRANT r ,WW' —8"WW EXISTING WASTEWATER SYSTEM 4 �f O � C) EXISTING CLEANOUT 24"SD - — EXISTING STORM DRAINAGE SYSTEM N ,D 'Z. EXISTING CATCH BASIN W F O EXISTING CURB INLET ° > EXISTING STREET LIGHT IT, W > UGE. - EXISTING UNDERGROUND ELECTRIC 11, EXISTING TRANSFORMER `p' EXISTING TELEPHONE PEDESTAL ----PHN --- EXISTING TELEPHONE LINE —2'0- -- EXISTING GAS MAIN 0 EXISTING GAS VALVE O PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE 77) .7 © PROPOSED WASTEWATER MANHOLE 0 PROPOSED WASTEWATER CLEANOUT -1 2"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE © PROPOSED STORM CLEANOUT C-3.0 0 PROPOSED CURB INLET Iy�'..>=w���:. PAVED AREA SIDEWALK PLANTER STRIP EXISTING CONCRETE ENTRANCE / EXISTING STREET TREE E o m q A O E O O 0 Y o00 4 �f O � O N ,D 'Z. W F O O a ¢ 5 d W > 0 sx: _ 0 Y o00 �f N ,D 'Z. W F O O a ¢ 5 d W > sx: _ to 0 77) .7 a w.. SHEET C-3.0 3 OF 18 Sti BACKFLOW ENCLOSURE .....:: .: "F.1- Gr � \ / � I I c4 bw' •`HI 1 PROPOSED #ATER �/ S. .� J 71 51-11' x METERS, FOR LO -- I •. °,,� i �^ [11'T22a W . CONNECT TO Ewae XISTING ' 1 12" STORM STUB C- 8. 41 £ Sr Cs A2 F.1 4 \\ R 47 ,- T1 ®050# YY 0.59MY .. ( _ CB8 ( - PLA ER I y I I I TEL50�15 1 IIS MECH ST CB #1 MECH ST CB #5 ST C8 #3 �i 6" FL -475.22 6" FL=475.72 6" FL=479.05 r' �! ijL� SUMP=474.22 SUMP 477.55 7 GRATE=480.28 GRATE=480.83 i Y H2O \ MECH ST CB #6 ST CB #4 PUMP BASIN #1 1 6" FL=476.45 6' FL=478.63 12" FL IN (S)=475.50 ' 1 SUMP 477.13 8" FL OUT(N)=476.30 GRATE -480.72 GRATE=481.87 GRATE=482.03 o � - -- t MECH ST CB #3 ST CB #1 ST CB #5 • 6" FL 475.57 6" FL=476.23 120 - H2O10 C �1 1` . f SUMP=474.73 CH Sr p5 4 13 GRATE=477.23 48083 I SUMP=474.73 SON CB. EXISTING TRANSFORMER I GRATE=477.23 AC 4 .233 ST CO #2 ST CB #6 EXISTING TELEPHONE LINE PROPOSIED WATER Sti BACKFLOW ENCLOSURE .....:: .: "F.1- Gr � \ / � I I c4 bw' •`HI 1 PROPOSED #ATER �/ S. .� J 71 51-11' x METERS, FOR LO -- I •. °,,� i �^ [11'T22a W . CONNECT TO Ewae XISTING ' 1 12" STORM STUB C- 8. 41 £ Sr Cs A2 F.1 4 \\ R 47 ,- T1 ®050# YY 0.59MY .. ( _ CB8 ( - PLA ER I y I I I TEL50�15 ' } �l6ro i, I ( i f ca�set MECH 9i CB 13 6' 6° 0 0.50 can sR L0 t Wi Yl 41 ! m -30 45 I ARAMARK BUILDING i I " z , 1 i I I CONNECT TO 6" SANITARY= STUB a 1 IIS MECH ST CB #1 MECH ST CB #5 ST C8 #3 �i 6" FL -475.22 6" FL=475.72 6" FL=479.05 6" FL=478.37 SUMP -473.72 SUMP=474.22 SUMP 477.55 1 GRATE=480.28 GRATE=480.83 i GRATE=481.62 \ MECH ST CB #6 ST CB #4 PUMP BASIN #1 1 6" FL=476.45 6' FL=478.63 12" FL IN (S)=475.50 ' 1 SUMP 477.13 8" FL OUT(N)=476.30 GRATE -480.72 GRATE=481.87 GRATE=482.03 SUMP 473.80 � - -- GRATE=481.00 MECH ST CB #3 ST CB #1 ST CB #5 • 6" FL 475.57 6" FL=476.23 6" FL=478.96 C �1 1` . f SUMP=474.73 CH Sr p5 4 13 GRATE=477.23 48083 I SUMP=474.73 SON CB. EXISTING TRANSFORMER I GRATE=477.23 AC 4 .233 ST CO #2 ST CB #6 EXISTING TELEPHONE LINE PROPOSIED WATER 6" FL=478.85 6" FL -478.74 � C4 METER LOCATION ' } �l6ro i, I ( i f ca�set MECH 9i CB 13 6' 6° 0 0.50 can sR L0 t Wi Yl 41 ! m -30 45 I ARAMARK BUILDING i I " z , 1 i I I CONNECT TO 6" SANITARY= STUB a 1 IIS MECH ST CB #1 MECH ST CB #5 ST C8 #3 �i 6" FL -475.22 o w n 1N (5) 4682 IME 47952 1t y ,AY �f MS I I I 11 I � I I 11111 til I iI 24* 1 NIB ul I I f I t i SITE REVIEW 40TH STREET MINI WAREHOUSE S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON STORM STRUCTURE TABLE EXISTING BOUNDARY MECH ST CB #1 MECH ST CB #5 ST C8 #3 ST CB #7 6" FL -475.22 6" FL=475.72 6" FL=479.05 6" FL=478.37 SUMP -473.72 SUMP=474.22 SUMP 477.55 SUMP=476.87 GRATE=480.28 GRATE=480.83 GRATE=480.72 GRATE=481.62 MECH ST CB #2 MECH ST CB #6 ST CB #4 PUMP BASIN #1 6" FL -475.36 6" FL=476.45 6' FL=478.63 12" FL IN (S)=475.50 SUMP=473.86 SUMP=474.95 SUMP 477.13 8" FL OUT(N)=476.30 GRATE -480.72 GRATE=481.87 GRATE=482.03 SUMP 473.80 'STT)- 24"SD - -- GRATE=481.00 MECH ST CB #3 ST CB #1 ST CB #5 6" FL 475.57 6" FL=476.23 6" FL=478.96 SAN CB #1 SUMP -474.07 SUMP=474.73 SUMP=477.46 6" FL=476.23 GRATE=480.58 GRATE=477.23 GRATE=482.65 SUMP=474.73 -, EXISTING TRANSFORMER a r GRATE=477.23 MECH ST CB #4 ST CO #2 ST CB #6 EXISTING TELEPHONE LINE 6" FL=475.78 6" FL=478.85 6" FL -478.74 � C4 SUMP=474.28 SUMP=477.35 SUMP=477.24 pw GRATE=481.46 GRATE=481.78 GRATE=483.26 PROPOSED WASTEWATER LINE NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERALS AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE. PROVIDERS. CABLE - COMCAST ELECTRIC - SUB GAS - NORTHWEST NATURAL WATER - SUB PHONE - CENTURYLINK 4. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE PRELIMINARY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY PROVIDERS FOR UTILITY CONNECTIONS. 5. FLOOR DRAINS TO BE INSTALLED IN EACH UNIT JUST INSIDE OVERHEAD DOORS. 6. DOWNSPOUT LOCATIONS TO BE FINALIZED DURING BUILDING PERMIT PROCESS. 7.ALL PRIVATE PIPING TO MEET REQUIREMENTS OF OREGON STATE PLUMBING SPECIALTY CODE, 2017. 8. MECHANICAL FILTER CATCH BASINS TO INCLUDE FOSSIL FILTER INSERTS PER DETAIL ON SHEET C-6.0. 9. WATER LINE SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 10, BUILDINGS ARE NOT PROPOSED TO BE FIRE SPRINKLED. 11. POST -CONSTRUCTION PEAK FLOW LEAVING SITE IS DESIGNED TO BE EQUAL OR LESS THAN DESIGN RATES ESTABLISHED DURING J.P. HAMMER INDUSTRIAL SUBDIVISION PROJECT. Oa = 40T 7 (1.27 CFS) + 4oT a (1.27 CFS) = QA"L,,.O (2.54 CFS) 12. 53.6% OF NON -ROOF IMPERVIOUS AREA ROUTED TO VEGETATED TREATMENT FACILITY. LEGEND -_.__.__- DRAINAGE AREA EXISTING BOUNDARY ---- ---- ADJACENT PROPERTIES 36,285 33.50 EXISTING CURB LINE -- - EXISTING FENCE 'r12 ----- EXISTING WATER MAIN 37.70 W', EXISTING WATER METER Lv EXISTING WATER VALVE EXISTING FIRE HYDRANT �W 8"WW - - EXISTING WASTEWATER SYSTEM Q C-3 ,C) EXISTING CLEANOUT 'STT)- 24"SD - -- EXISTING STORM DRAINAGE SYSTEM o 0' EXISTING CATCH BASIN o EXISTING CURB INLET � EXISTING STREET LIGHT - -UGE -- EXISTING UNDERGROUND ELECTRIC E ­4 -, EXISTING TRANSFORMER a r Lp EXISTING TELEPHONE PEDESTAL PHN ---- EXISTING TELEPHONE LINE --- "." -- .._ ---- EXISTING GAS MAIN � C4 W EXISTING GAS VALVE pw PROPOSED WATER METER g"WW PROPOSED WASTEWATER LINE 0 PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE © PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET "r -,-4Ma"��'a PAVED AREA .. E�� CONCRETE SIDEWALK STORM RUNOFF TREATMENT DRAINAGE AREA S. F. % DESTINATION PAVING 36,285 33.50 STORM PLANTER PAVING 31,246 28.80 MECH. FILTER ROOF 40,837 37.70 STORM STUB (NO TREATMENT) SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION ti c z a �Oo rn ,y0o fin UA °M°r°ixi CID PWy x 0 a SKEET C-4.® 4 OF 18 vJ O H� Q C-3 o � N o o � Q � � E ­4 N C z U a r p � 7 0 a SKEET C-4.® 4 OF 18 o vMi o o � N C z U a r p � 7 Y � W z ❑ W i w W W � C4 W W > W 0 a SKEET C-4.® 4 OF 18 ASTM A53 SCH 40 STEEL - PIPE POWDERCOATED BLACK 36" X 24" ROUND HOOP MODEL RACK 4" CONCRETE PAD FLANGE MOUNT PAD - 6" ROUND - 1/4" PLATE WITH 2-1/2" HOLES FOR ANCHORING BICYCLE RACK NTS TOPSOIL MATERIAL LANDSCAPE AS PER i lYl" 518" Dia, Hole, I" 6'XTRUDED CONDRETE CURB CLASS 3000 - I/2' CONCRETE, AC PAVING SURFACE SHALL BE uU a / i3H Places W BEFORE APPLYING EPDXY. i, 6' 6. ' ' II II ELEVATION ✓ONCHTR CURB )ETAI=_; N.T.S. f' w 0 WEIGHT: 2261pr, • I L- CONCRETE: 3 f - Fe= 4,000 p' 0 28 Days REINFORUNG: 12)-# Re5zr SECTION ASTM AA15S de 60; 6' WHEEL STOW DETAIL NTS ASTM A53 SCH 40 STEEL - PIPE POWDERCOATED BLACK 36" X 24" ROUND HOOP MODEL RACK 4" CONCRETE PAD FLANGE MOUNT PAD - 6" ROUND - 1/4" PLATE WITH 2-1/2" HOLES FOR ANCHORING BICYCLE RACK NTS TOPSOIL MATERIAL LANDSCAPE AS PER PLANS 6'XTRUDED CONDRETE CURB CLASS 3000 - I/2' CONCRETE, AC PAVING SURFACE SHALL BE uU a CLEAN AND FREE OF ALL FOREIGN MATERIAL W BEFORE APPLYING EPDXY. i, 6' 6. ' ' �� SURFACE AS PER PLANS ✓ONCHTR CURB )ETAI=_; N.T.S. 8"ROUND GRATE DRAIN—RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4"PVC O WASTE WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN LIGHT PAVEMENT SECTION DETAIL NTS 3" LEVEL 2 HMAC 1/2" AGGREGATE. 12" MIN. COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL. NOTES: 1. BASE ROCK TO BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-180 PROCTOR. 2. ASPHALT TO BE COMPACTED 92% OF RICE DENSITY. 3. FOR HEAVY PAVEMENT SECTION, USE 4" LEVEL 2 HMAC } AGGREGATE OVER 12" MIN COMPACTED J"-0 CRUSHED ROCK. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION (� w o uU a Q W O Q � Q s f' w 0 L- Y v 1 � o P s f' 0 L- Y t� t� z r N C F 0 > m 0 m _ w SHEET u 5 OF 18 w Z 3 LJz f' L- t� t� z C w a SHEET C®5.0 5 OF 18 SET S.U.B. WATER METIER [ t IN$TA.LL4TGN CLEARANCE 9 I SUB { CUSTOMER RESPONSIBILITY I RESPONMLITY I t ---------- TMIN - T WATER f METER � I RIGHT OF k4'1 YIPROLPFRTYtEASEMENT LINE 61 MIN VIFW _—L-_-_-1____.1_, T' MIN € 12" MIN PROFILE ViF'W SUB C RUSS-CONNECTION CONTROL PROGRAM STANDARD REFERENCE: Section Xt Pre -installation Craw Connection Controi Requirements Section XII Location of Backfti Assembly SactmoXIII Bac$Aow Asseanbiy Installation Guidelines Social XIV Pont Ineaatlatlon Bross Connector, Central Requirertenls 3" MIN tions XI -XIV, In addition to the Complete Crass Connection 00itrd FroRrani Requirements, are available at REDUCED son 1 I. I r,i a, z ® d.d minus -went 3 M ov ..0 xm Mlpn FEATURES & SPECIFICATIONS TWR1 LED -- srawmox LED Wall Luminaire 32 3/4 Ir 1N tl-1' . .a< , 01... Fa u b o oar ar- [wSEl k n r v¢k om C n..e . .d IP 4 9 b . TneCSX1 conbines ILI, resi in LED technology F v1_5 in >> la. 182/4 —I .thL-I, r Ilan aesthete of the Contour Series '... orstylisn high -perforn c 1I u,_ ration that lasts. .n,IT corn �- + : r It la IdeaI for, placinotr J bona metal 161: de ri 'o area Iioh Pig application v h typi¢I energy Introduction W _._i savr gs oF65%and expect rise dice life ofo ger wSigt we; ht 9 os The popular TWR1 ;uncroire is now available with a [7111 14 1/2 1X[26 luno -lasting, energy-efficient LED technology. Specifications I 5 '== on LED We Q a traditional appearance and,s powered by Width, ru ------------------- r -------- " LAI Ige Ell i ShF,,d olud,d Il LE.p 0iivalkid D[ftF0 �u" Lm1 100 Wri Ser a 0 DD aovanced LED,. He ht 9 � The TWR I IED Iummame s powerful yet energy i H �ai cr. cn 71,11, Ic, • _.. e`fkient(epale2e plat ng -ap one 3200 metal a i 3Q! SM1IPPetlSW t IY` � Sr S", 1 I'.,; � a rc 'ro.- halide lunnnave while saving up to 80% 1n energy Wight t iIbs rIu,costs. _ w D j 1t 1 CDRI9RUDW HDi� 1. Ei M PRBgIDED W A BUCATT. IM Bill= than 2Cyears, the TVVR1 LED eminates frequent .mi AGO ai .9t GM a 'til v; d { i i wcAT70 PRAM 1116AT TRACK TAPE, FOR UNHEhTCD j traditional technologies. 6 y 65 P :civ vmm 111ipucE Im Pill E I fm M "17.. _ W EXAMPLE: TW R1 LED 2 50K MVOLT i I 1 se p, R POUR ITMERtdL RRAC1Or[9 ARU CDRCRCTE 1-1. 13DDIwce'F." 41 .. 1 I. a 7/8 I ' 3,60U lumen ARCRaR8 ARC 9UPFLtep. Rrl'R TRC CrrCfOSf1N. b43ApS:.tl.4"•. 6 1 r .a-ry c<a.. T .y. SEES 11/1A I f [esel m tear mmli rdk,aotl .u» men n rvx`vmvr.w 5 fi lar 'd 1W111u, [8081 i i 0.k0 ploy v+ aL igdPlO o :5. d = r 3i pan. .� 1A a, mi ) J I ] 9 4 ) A b �n Tenon Mounting Shpfitt r e 3 RTARILRD COLOR US BEWR (DPI'1UR8 AVAEA81E) oure p=v t€Y 43x."'au113.�iW;r�"nu Q. (SkiKKY. I B9 ["I Dii POW 1 P mhss dPBiarman Px^lanel#ilpPaJ am.. w.Wai a am _... _ a.avers¢ In ro- t 1 G C[RlIOZIM CACEL CxDI 4. PDR HSCOlORRO® sue 8TIOD ADD 9' [2291 TO TlQ CRCIA81rPC 1Dr m 5. E1TSIM MOREOVER!! ARE'III I a o1n PM, R81 d6NE. x ewa w YIUWMs x xvLQv ux� mlflMx IBhv, �8T 9/8 SACNiIE RA>@ 19 sjR� w ,< s A�,a win T 1W a.l.x-exon. e n9msuae nm up M" 13 wv 89877 HPU1 son 1 I. I r,i a, z ® d.d minus -went 3 M ov ..0 xm Mlpn FEATURES & SPECIFICATIONS TWR1 LED -- srawmox LED Wall Luminaire , Ir 1N tl-1' . .a< , 01... Fa u b o oar ar- EPA EZ=1 k n r v¢k om C n..e . .d IP 4 9 b . TneCSX1 conbines ILI, resi in LED technology F v1_5 in >> la. ._.u..el —I .thL-I, r Ilan aesthete of the Contour Series s 1/2 orstylisn high -perforn c 1I u,_ ration that lasts. .n,IT corn �- + : r It la IdeaI for, placinotr J bona metal 161: de ri 'o area Iioh Pig application v h typi¢I energy Introduction W _._i savr gs oF65%and expect rise dice life ofo ger wSigt we; ht 9 os The popular TWR1 ;uncroire is now available with 100 GOO hours. '{. 1 U t` luno -lasting, energy-efficient LED technology. Specifications Featuring a classic dayform, the TSS Ri LED oilers 11 6' on LED We Q a traditional appearance and,s powered by Width, ru W � " LAI Ige Ell i ShF,,d olud,d Il LE.p 0iivalkid D[ftF0 �u" Lm1 100 Wri Ser a 0 DD aovanced LED,. He ht 9 t The TWR I IED Iummame s powerful yet energy Depth T H �ai cr. cn 71,11, Ic, • _.. e`fkient(epale2e plat ng -ap one 3200 metal a i 3Q! SM1IPPetlSW t IY` � Sr S", 1 I'.,; � a rc 'ro.- halide lunnnave while saving up to 80% 1n energy Wight t iIbs rIu,costs. _ w D Offering an expected sevice life of more than 2Cyears, the TVVR1 LED eminates frequent .mi AGO ai .9t GM a 'til v; d lamp and ballast replacements associated with j traditional technologies. 6 y 65 P :civ s _ W EXAMPLE: TW R1 LED 2 50K MVOLT wraith rr se p, 0111 vup 4118 1 p.xW ly.i FA11°Du/ AeTa 1-1. 13DDIwce'F." 41 .. M 111 a ZRuins ' 3,60U lumen , b43ApS:.tl.4"•. 6 1 r .a-ry c<a.. T .y. 3 Y9001umens I I son 1 I. I r,i a, z ® d.d minus -went 3 M ov ..0 xm Mlpn FEATURES & SPECIFICATIONS s .P rih'E;4 r ot5 srawmox Introduction rf , Ir 1N tl-1' . .a< , 01... Fa u b o oar ar- EPA EZ=1 k n r v¢k om C n..e . .d IP 4 9 b . TneCSX1 conbines ILI, resi in LED technology F v1_5 in >> la. ._.u..el —I .thL-I, r Ilan aesthete of the Contour Series s 1/2 orstylisn high -perforn c 1I u,_ ration that lasts. .n,IT corn �- + : r It la IdeaI for, placinotr J bona metal 161: de ri 'o area Iioh Pig application v h typi¢I energy Heigh" mvm �— W _._i savr gs oF65%and expect rise dice life ofo ger wSigt we; ht 9 os 100 GOO hours. '{. 1 U t` 'Ina"rdi.` hl 4-.. I e.L +. o[mad fn. .Je .a. ., Incr, 1r, . eo. N on LED We Q Nth" ? Sor —Sk " .[s ''� ,T,': 1 ru W � (SM LED UP LD LAI Ige Ell i ShF,,d olud,d Il LE.p 0iivalkid D[ftF0 �u" Lm1 100 Wri Ser a 0 DD L n,res a Iv To,e arsmem by v -v 1 11S,I Ts rrr 240 RVA F P, Ij, I m ,.a. cr. cn 71,11, Ic, • _.. __ _ a i 3Q! SM1IPPetlSW t IY` � Sr S", 1 I'.,; � a rc 'ro.- ase ours h y ;rale De o .{ rris DMAD ru'Nd Z i11.171 05 I .11 CSX1 LED tie LED Area Luminaire u 2" WATER SERVICE HOT BOX/BACKFLOW DETAIL NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION s .P rih'E;4 so Hz Introduction -Specifications The onto,,- Series luminaires offer bad9onal square day`o sswL)sohonea cries,for a 01... versatile, look prat LaurlpikaucMS ma ny appi cati ons. EPA EZ=1 TneCSX1 conbines ILI, resi in LED technology 7s i12; La 9th , - L —I .thL-I, r Ilan aesthete of the Contour Series s 1/2 orstylisn high -perforn c 1I u,_ ration that lasts. WidthWidthi �- + : r It la IdeaI for, placinotr J bona metal 161: de ri 'o area Iioh Pig application v h typi¢I energy Heigh" mvm �— W _._i savr gs oF65%and expect rise dice life ofo ger wSigt we; ht 9 os 100 GOO hours. (maxi m; 'Ina"rdi.` EXAMPLE: CSX1 LED 60C 100040K T3M MVOLT SPA DDI N on LED We Q Nth" ? Sor —Sk " .[s ''� ,T,': 1 W � (SM LED UP LD LAI Ige Ell i ShF,,d olud,d Il LE.p 0iivalkid D[ftF0 �u" Lm1 100 Wri Ser a 0 DD SPA r,c, i PER rVit, i, 11111auli,MLID P, L by T4h In 2081 i IF j DLit I ub,ci—,11-I KA Ni na r Ts rrr 240 RVA F P, Ij, I m r 1 rest, er ry^J v � TFTMMIG m' VA, alb+4r ES tja-Al i ODdiM6 1 a i 3Q! SM1IPPetlSW t IY` � Sr S", 1 I'.,; � a rc 'ro.- ase ours h y ;rale De o .{ rris DMAD ru'Nd Z i11.171 05 I .11 W tray &1FD b4 i wza HP[MDF, s +1p e b.. "° .mi AGO ai .9t GM a 'til v; d ELW IA T� v.� j ILeADDENDD Shi.Ftl......rlf 6 y 65 P :civ 1 _ W if11 e Ke e u2- 2- Q se p, 0111 vup 4118 1 p.xW ly.i FA11°Du/ AeTa -- rAmTV W.lmevaanx xhv r a n vvzvraveda ea , a ZRuins A1.1111 MIAS DlSror "10 LIS b43ApS:.tl.4"•. 6 1 r .a-ry c<a.. T .y. 000,11E 1Ali ♦ DPao, I'lur - s L ai I o z s m mauve.. -pro "aN2aa ­,in,ox Ma)h,¢ DSIE)➢r00M985IbEA11 m rdk,aotl .u» men n rvx`vmvr.w 5 fi lar 'd 1W111u, Pear . parry o cv-rve a.c no, ( d8Med3 I al ;E a (-0PI' 0.k0 ploy v+ aL igdPlO o :5. d = r 3i pan. .� 1A a, mi ) J I ] 9 4 ) A b �n Tenon Mounting Shpfitt r e y oure p=v t€Y 43x."'au113.�iW;r�"nu Q. (SkiKKY. Vc1160 Fe. ea.x.uarc. �. ,,e.y : 6 anvaE ,r.Ymare..Ne vXh VG0. 1 P mhss dPBiarman Px^lanel#ilpPaJ am.. w.Wai a am _... _ a.avers¢ In ro- .ah MakfA;jyti'J� Jmnia4 ( C.�q _A29H.. •(u P:Y'S L'.i .�.om ,E, y%..Sv'+�V',�w�� r. A. _ .uv.Y.OvY. .-a-reermd SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION +'e'IX s .P rih'E;4 O W Hz o so O � O war r�i�J la � m d Z L La In y Ca w 0 N Q 0 � +'e'IX s .P rih'E;4 O W � o so +'e'IX d .M rih'E;4 Y isai � o O � O ro l.J ro Ca N ao 0 � W > m ry^J v � � m p Z J W Q v1 +'e'IX d .M rih'E;4 Y isai ro ro Ca N ao 0 � N m p m p Z J W Q W Sc z J W 0 Q W LIS a s m o m U z 0 LTJ LANDSCAPE BLOCK MATCH EXISTING GRADE RETAINING WALL LANDSCAPE RETAINING WALL CAP BOTTOM (FL) OF PLANTER ------------------------------------- -(ZONE A)=478.00 L,\\ A\> YX"X" \N,` 025' f V ! \ �18" GROWING MEDIUM Y\1 �.� / /"tet //A\,;... IMPORTED SOIL , A - MEDIA 1.0' 1-1/2" CLEAN ROUND ROCK STORM PLANTER SECTION A -A DETAIL NTS ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC CONNECT TO DRAIN/ CHAMBER W/ PUMP NOTES: 1. STORM PLANTER TO BE LANDSCAPED PER DESIGN ON SHEET LA -1.0. 2. LANDSCAPE BLOCK DESIGN TO BE SPECIFIED DURING BUILDING PERMIT PROCESS. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION 4" SOCK WRAPPED PERF PIPE 25.5' 1-1/2" CLEAN ROUND ROCK GRATE=481.00 STORMPLANTERSECTION B -B DETAIL NTS SEDIMENT TRAP - 12" INLET PIPE— FL ELEV.=475.50 OFF FLOAT 475.00 BASE=473.80 4" 3/4"-0 CRUSHED ROCK BASE L 53" 48" 1.0 PAVING PER PLAN 8" INLET PAVING PER PLAN ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC SOLID LID ///—ELEV.=481.00 LOCATE ELECTRICAL SERVICE BOX IN ADJACENT PLANTER COORDINATE W/ELECTRICIAN. SEE ELECTRICAL PLAN FOR POWER AND WIRING DETAIL TO JB PUMP. 8" OUTLET PIPE FL ELEV. 476,30, GRAVITY FLOW TO SITE CONNECTION INSTALL 2" PVC SWING CHECK VALVE IN HORIZONTAL PORTION OF PIPE TO PREVENT BACKFLOW OF STORMWATER N 2" PVC PRESSURE LINE TIE INTO GRAVITY PIPE IN STRUCTURE 13.1' WATERPROOF BOX FOR ELECTRICAL CONDUIT ROUTE CABLE TO SURFACE MOUNTED JUNCTION BOX 2" PVC UNION LIBERTY PUMPS LE71A2-2 SERIES 3/4 HP SUBMERSIBLE SEWAGE PUMP W/2" DISCHARGE AND 25' CORD OR EQUIVALENT INSTALL LIBERTY OR 22 SERIES DISCHARGE GUIDE RAIL SYSTEM W/2" DISCHARGE OR DRAINAGE CHAMBER W/PUMP #1 NTS NOTE: 1. PLACE SPS20 SUBMERSIBLE PUMP SCREEN OR EQUIVALENT AROUND PUMP � 29" LANDSCAPE BLOCK 53" -FILTER INSERT _...... .,,`. BIKE PROOF,IHEAVYDUTY MODEL FC, RETAINING WALL MATCH EXISTING GRADE LANDSCAPE FILTER BODY AA NOTES: RETAINING LI H25 LOADS CATCH BASINS NOT ROUTED TO STORM PLANTER. WALL CAP �2. BOX FABRICATED FROM 10 GA MATERIAL BOTTOM (FL) OF PLANTER GRATING ---------- --------- (ZONE A)=478.00 OUTLET qg" LONG DUCTILEIRON SOLID LID s " SQUARE VIEW \ BIKE PROOF, HEAVY BOX FABRICATED FROM 18" GROWING � 10 GA. MATERIAL. 3.0' MEDIUM PLAN VTFW OUTLET L22X2�x ---- s FRAME �I 29" SQUARE �; W 1 d � - �` 1j F IMPORTED SOIL - �/ WEEP HOLES I u > 7 p . MEDIA 6" FROM TOP -YY/ HINGED i -_ CONNECT TO DRAIN/ CHAMBER W/ PUMP NOTES: 1. STORM PLANTER TO BE LANDSCAPED PER DESIGN ON SHEET LA -1.0. 2. LANDSCAPE BLOCK DESIGN TO BE SPECIFIED DURING BUILDING PERMIT PROCESS. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION 4" SOCK WRAPPED PERF PIPE 25.5' 1-1/2" CLEAN ROUND ROCK GRATE=481.00 STORMPLANTERSECTION B -B DETAIL NTS SEDIMENT TRAP - 12" INLET PIPE— FL ELEV.=475.50 OFF FLOAT 475.00 BASE=473.80 4" 3/4"-0 CRUSHED ROCK BASE L 53" 48" 1.0 PAVING PER PLAN 8" INLET PAVING PER PLAN ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC SOLID LID ///—ELEV.=481.00 LOCATE ELECTRICAL SERVICE BOX IN ADJACENT PLANTER COORDINATE W/ELECTRICIAN. SEE ELECTRICAL PLAN FOR POWER AND WIRING DETAIL TO JB PUMP. 8" OUTLET PIPE FL ELEV. 476,30, GRAVITY FLOW TO SITE CONNECTION INSTALL 2" PVC SWING CHECK VALVE IN HORIZONTAL PORTION OF PIPE TO PREVENT BACKFLOW OF STORMWATER N 2" PVC PRESSURE LINE TIE INTO GRAVITY PIPE IN STRUCTURE 13.1' WATERPROOF BOX FOR ELECTRICAL CONDUIT ROUTE CABLE TO SURFACE MOUNTED JUNCTION BOX 2" PVC UNION LIBERTY PUMPS LE71A2-2 SERIES 3/4 HP SUBMERSIBLE SEWAGE PUMP W/2" DISCHARGE AND 25' CORD OR EQUIVALENT INSTALL LIBERTY OR 22 SERIES DISCHARGE GUIDE RAIL SYSTEM W/2" DISCHARGE OR DRAINAGE CHAMBER W/PUMP #1 NTS NOTE: 1. PLACE SPS20 SUBMERSIBLE PUMP SCREEN OR EQUIVALENT AROUND PUMP t � 29" 53" -FILTER INSERT _...... .,,`. BIKE PROOF,IHEAVYDUTY MODEL FC, z x _ TRAFFIESUPPORTS FILTER BODY AA NOTES: 0 LI H25 LOADS CATCH BASINS NOT ROUTED TO STORM PLANTER. I �2. BOX FABRICATED FROM 10 GA MATERIAL y� V GRATING (TWO SIDES`) \-OUTLET NOTES: OUTLET qg" LONG DUCTILEIRON SOLID LID s " SQUARE VIEW \ BIKE PROOF, HEAVY BOX FABRICATED FROM SILT & DEBRIS DUTY TRAFFIC GRAPE � 10 GA. MATERIAL. I.22I 1 I F_,OW H25 TOADS rxl6 'I I BYPASS PLAN VTFW OUTLET L22X2�x ---- s FRAME 29" SQUARE �; W / d � �Nz� In a 7....: 1j F (4) 1"0 Pf a WEEP HOLES I u > LOCATED ° SEDIMENT TRAIip 6" FROM TOP -YY/ HINGED i -_ TRAP ) rl- 02 48' II REPLACEABLE ABSORBENT SIDE VIEW POUCHES I.S"OMITRIC SFD NEWT & HYDRCCA:HEONS F',LT2F\TION :" YSTEM SEDIMENT TRAP._./� STATE APPROVI-L) - ASD-IAL� DIDPED W// HINGED LID l4" SQUARE / ' � B SECTION I SIDE VIEW -ISOMETRIC - ---- L STATE APPROVED HALT DIPPED PROD. MAN. DOUG P. I DWN, PAUL G. SCALE NONE 24" SQUARE - 4"0 OR 6"0 OR 8"0 OUTLET Gibson Steel Hasim -DATE: r lvxS I STORM WATER CATCH BASIN DWG # 247 Woshingf— St, Eugene, Or. 97401 ph:(541) 687 - 8672 fox., 344-0207 PROJ. MAN. DOUG P DIII, ��PCBiC-42H2-4&6&8-4L c. SCALE NONE T 2 Gibson Steel Basins SINCE 1992 23, O6 - MOL: MWH DATE: JAN:`DE 1 247 Washington St Eugene, Or. 97401: ph:(541) 637 – 8672 fax:344-0207 t � FLOG -ARD TM -- 53" -FILTER INSERT N MODEL FC, z x -__ -- - 1M1OVEN MTU WOVEN FILTER BODY NOTES: 0 s �1. ONLY INSTALL FLODGARD FILTER INSERTS IN CATCH BASINS NOT ROUTED TO STORM PLANTER. �2. BOX FABRICATED FROM 10 GA MATERIAL y� V -- NEOPRENE GASKET (TWO SIDES`) OUTLET qg" LONG DUCTILEIRON SOLID LID s � & DTTCTII,E IRON GRAILPLAN VIEW \ BIKE PROOF, HEAVY SILT & DEBRIS DUTY TRAFFIC GRAPE � HIGH CONTAINMENT AREA � SUPPORTS AASISTO �� I.22I 1 I F_,OW H25 TOADS rxl6 'I I BYPASS FRAM 4 F'-F�AAIE DS,I W a y tiA I d � r o 7....: 1j F qulLu Pf a 3 ¢ u > i SEDIMENT TRAIip -YY/ HINGED i LID I-9F,DiMH$T TRAP •� rl- � 48' II REPLACEABLE ABSORBENT SIDE VIEW POUCHES I.S"OMITRIC SFD NEWT & HYDRCCA:HEONS F',LT2F\TION :" YSTEM STATE APPROVI-L) - ASD-IAL� DIDPED 24"x42" - 6"0 OUTLET B SAND COLLECTOR CATCH BASIN DWG # L PROD. MAN. DOUG P. I DWN, PAUL G. SCALE NONE L1� Gibson Steel Hasim -DATE: r SRtCE 1992 JAN. 23, OB MODEL: SC8F10-42HB-6 247 Woshingf— St, Eugene, Or. 97401 ph:(541) 687 - 8672 fox., 344-0207 t � O N /moo w4 � z x F O 0 t � O N ® F O 0 y� V Y s 0 SDI � O W m r o r 0 1j F o Pf a 3 ¢ u > `IJ •� rl- � t 0 Y s 0 m r o r 0 1j F o Pf a 3 ¢ u > PLANT LIST (FOR PARKING STRIPS) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME C 9 .Rhamnus purshiona 1.5" Cal. As Shown Cascara FC 3 Prunus yedoensis 2" Cal. As Shown Flowering Cherry SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME KD 17 Cornus sericea 1 Gal. As Shown 0 Kelsey Dogwood DUG 24 Mahonia nervosa 1 Gal. As Shown Dull Oregon Grape PLANT LIST (FOR SCREENING TI SYMBOL QTY. BOTANICAL NAME TREES COMMON NAME CL 4 Umbellularia californica California Laurel SPACING 32" Cal. 20' SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME KD 6 Cornus sericea 1 Gal. 10' Kelsey Dogwood DUG 6 Mahonia nervosa 1 Gal 8' Dull Oregon Grape SHRUBS ON THE NORTH AND SOUTH SIDE OF STORM PLANTER BEGIN 5 FT IN AND PLACED EVERY 10 FT SHRUBS ON THE WEST AND EAST SIDE OF STORM PLANTER BEGIN 4 FT IN AND PLACED EVERY 8 FT. SITE LAWN PLANTING SCALE: 1 ”=30' NOTES: 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FACILITY SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY. 2. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY OWNER AND MEET REQUIREMENTS OF CITY OF SPRINGFIELD CODE 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT LIST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE, 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE MET, THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD EROSION SPECIALISTS. 8. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE LAWN (---- SF). 9, STORMWATER PLANTER TO BE TOPPED WITH 2" ROCK MULCH 10. STORMWATER PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO FINAL APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. PLANT LIST (FOR RAIN GARDEN) SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUNDCOVER COMMON NAME SS 200 Carex obnupta 1 Gal 2' Slough sedge GR 200 Juncus patens 1 Gal 2' Grooved Rush 400 TOTAL RAIN GARDEN GROUNDCOVER. PLANT 1 GAL POTS AT 24" INTERVALS THROUGHOUT THE RAIN GARDEN. PLANTING BEGIN 6" FROM EDGE OF PLANTER. GROUND COV PER TABLE ABOVE 4\ a m ER ( . --T_ V _ C► V V O V v V V V V V V V v O v V�; V V V V V V V V O V V O V V V ® a V 0 0 V V V -V V V 7'7 V V V«V V V V V V V V V V V V V V V V V V V� ^ V V'V V V b V" V V V `V V V "V V' V b V V V V. V V V'17 V V'V Vk v V V V 6 1 wV V' V V V V V V V V V V V V V V V V V'V V V V V'V V V^V V V V V j V V V V V V V V V V V V V V V V V� O V v V17 � VV � V'V V'V v V_V G.. ( d. V V•V V V •V V V V V -V V V I V V V - V V V V V V V V V V V V V V V V C a' V'V V" V V V"V d V'V V V V V'V 6 V _ „V q V V V V V V„V 7 V„V V V O 17'v' a a JV V V V V V V V V V V V V V V V V! I ` ( =rte, ,-•mom �-•--.- .a:rte.. .� i » STORMWATER PLANTER PLANTING PLAN SCALE: 1"=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION n � o 0 O Q. � o 0 O Y z U z 3 �b_0., 3 w Z3 r N PL L ,a, rrye v1 � 0 Y z U z 3 ” 3 3 I_` 1 C THE DOCUMENT AND THE IDEAS AND DESGNS INCORPORATED HEREN ARE THE PROPERTY OF RODD HANSEN, ARONITECT, LLC, AND IS NOT TO EE USED, N WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE YAt FN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC FIRST TITLE: FLOOR FLAN J064: 141&.11302020.54 DRAWN JSD 90 90 , FIRST FLOOR FLAN 3A6 1"o, - .,..� - ..., , ..... . ISSUE 00-00-0000 DATE: SCALE: 0/011=01-011 ,43.1 O O O O Q Q Q O I oELEVATIONS - <(4) THE DOCUI-ENT AND THE IDEAS AND DESIC445 INCORPORATED HEREIN AIRE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND I$ NOT TO BE USED, IN WPOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC El 1 k i r N r N0, QO pQp LU H NN EXTERIOR P.2 TITLE: ELEVATIONS J050: 1410.11302 02 0,54 RR"uN JSD ISSUE 00-00-0000 SCALE: 0/0"=O' -O" sw gMAN.DOORS) QELEVATION5 0 I i I METAL SIDING SELECTED METAL SIDING SELECTED ELEVATIONS Du .. 2 01-011 - - F.F.E THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 1E NOT TO 5E USED, IN WHOLE OR PART, FOR ANT OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT. LLC i v. 1) y U ,,VCO@S U Nzro S� N®toQi o vL n MID LbwILww EXTERIOR TITLE: ELEVATIONS JOB":1418.11302 02 0.134 DRAWN JSD Q2 -- 0 -- ISSUE 00-00-0000 DATE: SCALE: 0/0"=01-0" W c O E F G 20'-5 3/4" 20'- 20'_3" 20•_3" e'-31/2" T-2 3/4" T-2 3/4" �'-3 1/2 3'-6 3/4" 3'-6 1/2' V-6" 1'-2 3/4" T-2 3/4' 9'-3 I/2" 3'-8 3/4",V-6 3/4" V-31/2" T-2 3/4" T-2 3/4 I I i , FIRST FLOOR fDLAN OR?H SCALE 3/164' = I 0" e• `..� �.... FIR6T TITLE: FLOOR PLAN JOB+: 1418.1130202 0.51 DDRR,4UN JSD Qi - 02 -- 0 A ISSUE 00-00-0000 DATE: SCALE: O/0 O'-0" 143,1 BUILDING 2 C m T.O.P. OELEVATION A OSCALE: I/e' I I ON L% ELEVATION T.O.P. :01 mm o ELEVATION SCALE. 1/e" . IeO" 16' say D O — ELEVATION 4D THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC r_ EXTERIOR TITLE: ELEVATIONS JOB": 1415J1302020.51 DUN JSP //O po 00/Ip SCALE: BUILDING 2 FIRST FLOOR PLAN ORT g—` I er cP � THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND 15 NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORRATION OF ROOD HANSEN, ARCHITECT, LLC }_ E U � 7 V N c N Q S IM r� 610 X E W (L :i llA �U' Z Lu q FIRST TITLE: FLOOR PLAN JOB": 1418.113(02 (02 m.B3 DRAUN DJ5D 0 -- ISWE 0 -- DATE:00-00-0000 SCALE: 3/8" = V-011 A3.1 1 BUILDING 3 OELEVATIONS eGALE. 3/IG4" , 11-01, e� 16, ....... _..,. ... .._.. „ ... _- _.. _... OB ELEVATIONS r —__ SCALE: 3nb • v -&- EXTERIOR �, p 0 0 \ 0 0 \ ME DOCUMENT AND THE HEREIN ARE THE PROPERTY CF ROOD HANSEN, ARCHITECT, LLC, AND 19 NOT TO BE USED, N WHOLE OR PART, POR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC E 0 u EXTERIOR TITLE: ELEVATIONS J050: 1418-11302020 B3 DR'A'WN JSD ISSUE 00-00-0000 DATE: SCALE: 0/0"=V-0" A ( sl BUILDING 3 V v m� W � e�® -•, r fi O ® wLu EXTERIOR TITLE: ELEVATIONS J050: 1418-11302020 B3 DR'A'WN JSD ISSUE 00-00-0000 DATE: SCALE: 0/0"=V-0" A ( sl BUILDING 3 01-0I1 __. OC ELEVATIONS SCALE: 3/I6" I 0 ol-OI' FP.E. Id C Ab.l THE DOOJMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO ISE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC EXTERIOR TITLE: ELEVATIONS J050-1418.11302020.53 P RA04 JSD 0 -- ISSUE 00-00.0000 DATE: SCALE: 0/0"=V-011 New BUILDING 3 1 FIRST FLOOR PLAN - NOR? SALE: 3/16 - I'-0° 81 ❑' Ie' THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODE) HANSEN, AROHITEOT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC 6 C- -j L -j L_ LLL 1_. �gg66666. O FIRST TITLE. FLOOR I -LAN J050- 1418.113f02(020 B2 DRAM JSp ,43.1 BUILpINCx 4 T.O.P. C A6,1 T.O.P. OELEVATIONS ; _ OELEVATIONS GALE: 3/164 = V-0" a 12 1 12'-0'� T.O.P. am , J21-01, T.O.P. a OC ELEVATIONS .. SCALE= 3/164" - P -O" S Ix' 1. D ELEVATIONS SCALE. 34E 4 THE DOCUrENT AND THE IDEAS AND DESIGNS INCOaPPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, ANP IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROPD HANSEN, ARCHITECT, LLC �1L , L OR ME EXTERIOR TITLE: ELEVATIONS J050-1418.11302020.52 DRAURd J5D ISSUE 00-00-0000 DATE: SCALE: 0/0"=0'-0" A6.1 BUILDING 4 U j Z 0 V 3rr@U :13OL N AI OSr P LU NOm� o L o W LW EXTERIOR TITLE: ELEVATIONS J050-1418.11302020.52 DRAURd J5D ISSUE 00-00-0000 DATE: SCALE: 0/0"=0'-0" A6.1 BUILDING 4 Z rQ :13OL N LU NN EXTERIOR TITLE: ELEVATIONS J050-1418.11302020.52 DRAURd J5D ISSUE 00-00-0000 DATE: SCALE: 0/0"=0'-0" A6.1 BUILDING 4