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Home My WebLink AboutPlan, Tentative APPLICANT 8/8/2016LEGEND NOTE: EASEMENTS PURSUANT TO PRELIMINARY -- • EXISTING BOUNDARY OHE EXISTING OVERHEAD ELECTRIC TITLE REPORT BY CASCADE TITLE CO. 20' RIGHT OF WAY FOR SANITARY SEWER ADJACENT PROPERTIES UGE EXISTING UNDERGROUND ELECTRIC REPORT NO. 029566 WITH AN EFFECTIVE DATE #8• EASEMENT TO CITY OF SPRINGFIELD. OF JANUARY 4TH 2016. RECEPTION #44751. RECORDED SEPT. 22, 1961. - - - - - EXISTING EDGE OF PAVING EXISTING POWER POLE BLANKET EASEMENT TO TRI-STATE RAILWAY AND #6. POWER. BOOK 87, PAGE 213. RECORDED OCT. _ _ - _ - EXISTING CURB & GUTTER EXISTING PHONE PEDESTAL 15, 1910. N 89r5T11' W 256.10' - - _- - •=---rte ---.-_- �.----_- •_---- -� 8"W EXISTING WATER MAIN © EXISTING TRANSFORMER i • 0 EXISTING WATER METER M EXISTING TV PEDESTAL - EXISTING WATER VALVE GAS EXISTING GAS LINE 1 I _W -8"WW - - - EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE EXISTING CATCH BASIN EXISTING FENCE lag 7 EXISTING CURB INLET -o EXISTING STREET LIGHT •' g ST 24"SD EXISTING STORM DRAINAGE SYSTEM I 1 U EXISTING TREE AS NOTED 01 1 A5 - _ ==Z� _ LOCHAVEN AVE. 15' NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS. RECORDED AUGUST 8, 1980. RECEPTION #8038869. I { W� �0 tj �- SCALE 1 "=30' i \ i t t 30' 0 30' 6p' I _ � F F �A�� 40 I� C� 230' RADIUS EASEMENT FOR RADIO TOWER #9. TO KEED, INC. ' RECORDED AUG. 9, 1966. RECEPTION #56991. EXPIRED JULY 20, 1974. -_ II I � I t ASSESSORS MAP/LOT: 17-03-27-13-10900 & 17-03-27-10-04200 Power Pole Power Pole f -f I a ww I 81"n It V) l EX WW MH 003 10 FL IN S =434.89 80 RIM ELEV.=445.89 0 ' [ RWM G-.. I II ROAD `! YD -N 8.;61 I t Is II •b �z f 1�W 0" SD FL If 7 445 t t t / EX SD MH 1017 01 _ 12" FL IN (N)=442.68 12" FL OUT (S)=442.68 RIM ELEV.=445.18 GENERAL NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1 134F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500 -YEAR PLAIN. 2. PROPERTY IS ZONED MIXED USE LMI & CC (LM). ALL PROPERTIES WITHIN 100 FEET ARE ZONED LOW DENSITY RESIDENTIAL, EXCEPT ON FAST SIDE OF LAURA STREET, ZONED LM. 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C2.1. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE. PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #327. A LEAD AND TACK 1/2 CURB RETURN AND CATCH BASIN AT THE SOUTHWEST CORNER OF LAURA STREET AND SHELLY STREET. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE ARE THREE EXISTING TREES AS SHOWN, NO OTHER SIGNIFICANT VEGETATION. 7. FIRE HYDRANTS ARE LOCATED 260' NORTH OF THE NORTH LINE ON THE EAST SIDE OF LAURA STREET, 180' SOUTH OF THE SOUTH LINE AT THE SOUTHEAST CORNER OF SCOTTS GLEN DRIVE AND LAURA STREET, AND 180' WEST OF THE WEST LINE AT THE SOUTHWEST CORNER LOCHAVEN AVENUE AND DONNELLY DRIVE. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT - - - - EROSION FACTOR. HYDROLOGIC GROUP D. ww a g"W - 9. ALL EXISTING STRUCTURES ON SITE TO BE REMOVED. o , a LAURAT. d 2053 - 2095 10. SITE LOCATED IN 25-99 YEAR TIME OF TRAVEL ZONE. i( -(PRIVATE STRE� I i EX WW MH 007 #I ' I 8 FL IN E =437.27 10" FL IN (S)=435.37 ` (A 10" FL OUT (N)=435.37 APPLICANT/OWNER WW Ww r RIM ELEV.=445.07 NOBLE DEVELOPMENT IX, LLC r 2888 CRESCENT AVENUE 10 SD FL EX WW MH 004 EUGENE, OREGON 97408 } I =4 2.64 III 10 FL IN W =436.24 (� 10" FL IN (S)=435.61 PROJECT COORDINATOR/ENGINEER/ SURVEYOR 10" FL OUT (N)=435.59 OLSON & MORRIS t RIM ELEV.=445.14 386 Q STREET SPRINGFIELD, OREGON 97477 (n i PHONE: 541-302-9790 FAX: 541-485-3253 I'I) GEOTECHNICAL PROFESSIONAL S II i K & A ENGINEERING, INC. (p 91051 S. WILLAMETTE STREET COBURG, OREGON 97408 SHEET INDEX C-1.0 SITE ASSESSMENT PLAN = C-1.1 SITE DEVELOPMENT PLAN III NC -2.0 GRADING 50.00' w C-2.1 DRAINAGE PLAN RODWAY C-2.2 UTILITY PLAN I C-2.3 PAVING PLAN II C-3.0 DRAINAGE DETAILS III C-3.1 WASTEWATER/ UTILITY DETAILS III C-3.2 PAVING DETAILS --�,A C-3.3 PAVING DETAILS tic" Ck)N L1.0 LANDSCAPE PLAN ` -WUP- OCXD3 i L1.1 LANDSCAPE DETAILS s4c' p" A3.1 FLOOR PLAN eVtY� �n{',YtNI A6.1 BUILDING ELEVATIONS PHOTOMETRIC PLAN __ NPI" 0 SCOTTS GLEN DRIVE GENERAL NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1 134F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500 -YEAR PLAIN. 2. PROPERTY IS ZONED MIXED USE LMI & CC (LM). ALL PROPERTIES WITHIN 100 FEET ARE ZONED LOW DENSITY RESIDENTIAL, EXCEPT ON FAST SIDE OF LAURA STREET, ZONED LM. 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C2.1. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE. PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #327. A LEAD AND TACK 1/2 CURB RETURN AND CATCH BASIN AT THE SOUTHWEST CORNER OF LAURA STREET AND SHELLY STREET. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE ARE THREE EXISTING TREES AS SHOWN, NO OTHER SIGNIFICANT VEGETATION. 7. FIRE HYDRANTS ARE LOCATED 260' NORTH OF THE NORTH LINE ON THE EAST SIDE OF LAURA STREET, 180' SOUTH OF THE SOUTH LINE AT THE SOUTHEAST CORNER OF SCOTTS GLEN DRIVE AND LAURA STREET, AND 180' WEST OF THE WEST LINE AT THE SOUTHWEST CORNER LOCHAVEN AVENUE AND DONNELLY DRIVE. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT - - - - EROSION FACTOR. HYDROLOGIC GROUP D. ww a g"W - 9. ALL EXISTING STRUCTURES ON SITE TO BE REMOVED. o , a LAURAT. d 2053 - 2095 10. SITE LOCATED IN 25-99 YEAR TIME OF TRAVEL ZONE. i( -(PRIVATE STRE� I i EX WW MH 007 #I ' I 8 FL IN E =437.27 10" FL IN (S)=435.37 ` (A 10" FL OUT (N)=435.37 APPLICANT/OWNER WW Ww r RIM ELEV.=445.07 NOBLE DEVELOPMENT IX, LLC r 2888 CRESCENT AVENUE 10 SD FL EX WW MH 004 EUGENE, OREGON 97408 } I =4 2.64 III 10 FL IN W =436.24 (� 10" FL IN (S)=435.61 PROJECT COORDINATOR/ENGINEER/ SURVEYOR 10" FL OUT (N)=435.59 OLSON & MORRIS t RIM ELEV.=445.14 386 Q STREET SPRINGFIELD, OREGON 97477 (n i PHONE: 541-302-9790 FAX: 541-485-3253 I'I) GEOTECHNICAL PROFESSIONAL S II i K & A ENGINEERING, INC. (p 91051 S. WILLAMETTE STREET COBURG, OREGON 97408 SHEET INDEX C-1.0 SITE ASSESSMENT PLAN = C-1.1 SITE DEVELOPMENT PLAN III NC -2.0 GRADING 50.00' w C-2.1 DRAINAGE PLAN RODWAY C-2.2 UTILITY PLAN I C-2.3 PAVING PLAN II C-3.0 DRAINAGE DETAILS III C-3.1 WASTEWATER/ UTILITY DETAILS III C-3.2 PAVING DETAILS --�,A C-3.3 PAVING DETAILS tic" Ck)N L1.0 LANDSCAPE PLAN ` -WUP- OCXD3 i L1.1 LANDSCAPE DETAILS s4c' p" A3.1 FLOOR PLAN eVtY� �n{',YtNI A6.1 BUILDING ELEVATIONS PHOTOMETRIC PLAN SHEET C-1.0 � of �5 10 2016 0 CUA d •U � o N CU 5 J yJ N z o W Q Q SHEET C-1.0 � of �5 10 2016 0 N 5 z o W Q Q w w a> w w w SHEET C-1.0 � of �5 10 2016 iT 11 t (� POTENTIALURE EXPANSION jf 1-17 T T 1-17 T T FT7 T T 1-17 T T 1-1 _T i CD C! LOCHAVEN AVE. _� GATE W/ 34.56' 28 1 R=3.00'- 11 c� 1 z L Y CL r W I 18.00 24.50' KEY CARD m 0 LEGEND EXISTING OVERHEAD ELECTRIC UGE EXISTIING • EXISTING BOUNDARY - - ADJACENT PROPERTIES - - - -- -- EXISTING EDGE OF PAVING EXISTING EXISTING CURB & GUTTER 10"W GAS LINE EXISTING WATER MAIN GAS VALVE ❑W EXISTING WATER METER TOTAL BICYCLE PARKING REQUIRED EXISTING WATER VALVE `WW1-8"WW - - - EXISTING WASTEWATER SYSTEM = 6 OPEN - 4 SECURED EXISTING CATCH BASIN K0 EXISTING CURB INLET ST 24"SD V) EXISTING STORM DRAINAGE SYSTEM �- 8 -ST PROPOSED STORM DRAINAGE SYSTEM EXISTING STREET LIGHT -' GATE W/--,,, MOTION N CONTROLLER OHE EXISTING OVERHEAD ELECTRIC UGE EXISTIING UNDERGROUND ELECTRIC EXISTING POWER POLE W EXISTING PHONE PEDESTAL ❑P EXISTING TRANSFORMER EXISTING TV PEDESTAL GAS EXISTING GAS LINE (INCLUDES POTENTIAL EXPANSION AREA) EXISTING GAS VALVE PER 300 SQ. FT.) PROPOSED CATCH BASIN TEMPORARY AC TIE TO NORTH STREET PROPOSED A ,r 7.00' P.U.E. 6' C K FENCE/ W SIGHT OBSC MOTION �- _ RAIN GARDEN�w I ONTROLLED - SLATS I R=47 06' I 0 6 --~-1' CONCRETE o R-6.00' o N o o RIBBON o Cl + I V 940- N �-.-9.00' R=4.50' •- R=4.00 civ r R=4.50 µN A44_ TYP. R=4.00 0 Y." KEY CAR + + R=29.00' g o CON ROL ED 9 6 ad 8 +, 7.60 - oa' , -3.00 MAN GAT R w -:• 18 00' �-- 3 0 �---24.00' " PLANTER € :� 18.00' , rt . PLANTER I . " ; _ ,:.. g w rn 34.50' 7.00' GAS 46ER ELECTRICAL METER LOCATION,,4 LOCATION •': PATIO 10 X23 HVAC/ �� 1 GENE R PAD IQ_ rw LONG TERM / 104.39'TicYCLE T TER ® •I o Igti ' (SECURED) !' PAR 4G6.84 BICYCLE PARKING czi �: ! � '�°, .:: i i . • - � R=4.50 ---- r � `� ! WASTE RECEPTACLE R=1.00Wa' ! , _.._ 8 3.00' �• ' ENCLOSURERAfN �,�- ` FLAG POLE ODT PLANTER I' MONUMENT SIGN ' ' (FACILITY IA ' R=4.00 ® R=3.00 R=7.00' i t a-1 �.' 8® ..� ' w ® E, 18.00' PEDESTRIAN PATHWAY 5A0 7.00' "-24.00'--I 7.60' o KEY CARD CONTROLLED 1 MAN GATE ��e ' ---� 18.00' _191.52'-, . a _ Fv -PLANTER ' � - PLANTER 30.50' R-3.00 € R=3.00' 5 t „� �` 9 9 3.00' 0 ..- _. R=4.00' " R=29.00' N i 3 9.fl0'� R=4.00' ; 1' R=10.00 R=4.54 R=4.5b b o R=4.50' a R=4.00' I-) R=50.50' � o N 1' CONCRETE R=6,00 6.74' D RIBBON 1 442.84FL) ATE__ WS I • F GARAGE . ;-Y KEYPAD __444.�____�___._._.___..______.___._. GATE W/ R=47.56 I 1<. CONTROLLER-__.m__._� _ M_. ___ ___ ____�, _ __.�.___. __w__ __RAIN CAR.DEN__.__.___._ ___.. ________._ - _______._.___. _� KEYPAD , CONTROLLER E+ - C> in S o �. "o I N EXISTING 6' CHAIN LINK (' 414 r FENCE, SITE OBSCURING SLATS TO BE ADDED DURING SITE CONSTRUCTION s I EX SIDEWALK 41( I EX SD MH 101 i 14 4 12" FL IN (W)=442.68 I 12" FL IN (N)=442.68 12" FL OUT (S)=442.68 I 44 ( o RIM ELEV.=445.18' i 14 4 N EX PLANTER l I W1 EX WW MH 003 10 FL IN (S)=434.89 10" FL OUT (NW)=434.89 RIM ELEV.=445.89 EXISTING EDGE 1 OF AC I EXISTING CURB & GUTTER WW i �3 41 } GE- V) EQ �{ N 4 ww __. _UURA7ST. o� 2053 - 2095 (PRIVATE STREET) EX WW MH 007 8 FL IN (E)=437.27 10" FL IN (S)=435.37 10" FL OUT (N)=435.37 WW ww I RIM ELEV.=445.07 � I 1 10" SD FLI 4 41 EX WW MH 004 =4 2.64 10 FL INW -436.24 10" FL IN (S)= 435.61 14 10 FL OUT (N)=435.59 i RIM ELEV.=445.14 I 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 SURVEYOR 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. ALL STRIPPINGS SHALL BE REMOVED FROM SITE BY CONTRACTOR. 11. TOPO SURVEY AND BOUNDARY INFORMATION PROVIDED BY L.B. OLSON & ASSOCIATES INC. SITE NOTES: 1. SOIL TYPE FOR SITE ARE SALEM -URBAN LAND COMPLEX AND, COURTNEY GRAVELLY SILTY CLAY LOAM. 2. ELEVATIONS BASED UPON A CITY OF SPRINGFIELD BENCHMARK #327 A L&T @ 1/2 CR, SW COR INT. ELEV. = 440.51. 3. CONTOURS ARE AT 1' INTERVALS. 4. ALL EXISTING TREES AND VEGETATION IS TO BE REMOVED. 5. PARKING LIGHTING IS PROPOSED FOR THE SITE. 61 1, SITE. DATA Illi wl of ail SHEET C-1.1 of 10 ZONING IS - LM MIXED USE LIM & CC c TOTAL LOT AREA = 174,862 SQ. FT. (4.01 AC) BUILDING AREA = 21,400 SQ. FT. Q0 Lo GARAGE AREA = 576 SQ. FT. N .� WASTE ENCLOSURE AREA = 110 SQ. FT. PAVING & CONCRETE SURFACE AREA TOTAL IMPERVIOUS SURFACE AREA = = 69,014 SQ. FT. 91,000 SQ. FT. I LANDSCAPE PROVIDED AREA = 84.590 SQ. FT. (48%) P ?ACo' owM' (INCLUDES POTENTIAL EXPANSION AREA) sk pvw� '� -`�h TOTAL PARKING REQUIRED = 71 (1 PER 300 SQ. FT.) TOTAL PARKING PROVIDED = 49 SECURED 86 UNSECURED = 135 TOTAL BICYCLE PARKING REQUIRED = 7 ( 1 PER 3,000 SQ. FT.) nA 20 t 25% SECURED Q0 TOTAL BICYCLE PARKING PROVIDED = 6 OPEN - 4 SECURED REQUIRED HANDICAP SPACES = 4 HANDICAP SPACES PROVIDED = 4 SHEET C-1.1 of 10 �a c d n O Q0 Lo co:) N .� cn 0 cy � cn oo t O �� w •U coCD z W z rn M SHEET C-1.1 of 10 O c Q0 Lo W SHEET C-1.1 of 10 O Q0 Lo CUA O w 00 •U 0 M Q0 Ld V) cZ- � N Z O LLJ Q SHEET C-1.1 of 10 o Q0 Lo w 00 0 M SHEET C-1.1 of 10 Lo 00 M Ld V) Z O LLJ Q w V) SHEET C-1.1 of 10 1.0' MATCH TO EXISTING GROUND ELEVATION 1.5:1 e 80' R/W 50' LAURA STREET 50' STREET SECTION EX 5' r WALK I EX TC u 445.59 EX TC 445.47 EX TC TC LAURA ST. 2053 - 2095 __(PRIVATE STREET) SCAlf: 1"=30' olffamproplIN AC ASPHALTIC CONCRETE AD AREA DRAIN BW BACK OF WALK CB CATCH BASIN CONC CONCRETE EX EXISTING FFE FINISH FLOOR ELEVATION GB GUTTER BAR < DIRECTION OF FLOW LEGEND — — EXISTING BOUNDARY - - -- ADJACENT PROPERTIES rti — EXISTING EDGE OF PAVING — — EXISTING CURB & GUTTER 10"W � o EXISTING WATER MAIN Vl EXISTING WATER METER • �� {� O �O o EXISTING WATER VALVE Qnl_ _8"WW - — ~- EXISTING WASTEWATER SYSTEM ® EXISTING CATCH BASIN Z EXISTING CURB INLET ST 24"SD EXISTING STORM DRAINAGE SYSTEM 8"ST PROPOSED STORM DRAINAGE SYSTEM (n W EXISTING STREET LIGHT OHE EXISTING OVERHEAD ELECTRIC UGE EXISTING UNDERGROUND ELECTRIC 0:� EXISTING POWER POLE W ❑ EXISTING PHONE PEDESTAL © EXISTING TRANSFORMER EXISTING TV PEDESTAL GAS EXISTING GAS LINE EXISTING GAS VALVE '"I"-, �t ()ON -"P�ALP-0004' SHEET C-2.0 of 10 a x (�o D rti O t �Wce O � o � Vl cr) N .� • �� {� O �O o �v O ;,4 c ^ E J o Z O o SHEET C-2.0 of 10 a x (�o D 4 W O o SHEET C-2.0 of 10 O o O 00 � ti � 'cJ �v U J o O o .- tom- (n W C Q) 0:� W tY� W SHEET C-2.0 of 10 o 00 � r N ii J o Cfl .- tom- (n W 0:� W tY� W a y W w w a w w w o Q� �W SHEET C-2.0 of 10 00 r w 0:� m N W o Q� �W Lo •-- N SHEET C-2.0 of 10 LOCHAVEN AVE. SCOTTS GLEN DRIVE EX SD MH 101 12" FL IN (W)=442.68 12" FL IN (N)=442.68 12" FL OUT (S)=442.68 RIM ELEV.=445.18 o ! LAURA ST. j 1 2053 - 2095 PRIVATE STREET) " GRATE=443.25 10" FL IN (E)=442.64 12" FL IN (N)=442.95 112" FL OUT (S)=442.95 SCALE 1 "30' NOTES 1. FOOTING DRAINS TO BE TIED INTO PROPOSED 8" STORM PIPE AT THE SOUTH END OF SITE. 409. CONNECT TO EXISTING PIPE. 400. CONST STD. STORM DRAINAGE MANHOLE. 401. CONST STD. MANHOLE WITH PUMP PER DETAIL. REFER TO SHEET C-3.0. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C-3.0. 412. CONST STD. CURB INLET. 414. CONST DUAL CHAMBER CATCH BASIN W/FLOGARD FILTER AS PER DETAIL. REFER TO SHEET C-3.0. 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET C-3.0. 445. CONST 3" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 474. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 475. CONST 6" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 476. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 477. CONST 6" PERFORATED PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 481. CONST 12" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. �ca1p11�' • — EXISTING BOUNDARY --- -- - - - ADJACENT PROPERTIES a W -- — EXISTING EDGE OF PAVING -- --- O EXISTING CURB & GUTTER j 10"W # EXISTING WATER MAIN ❑W EXISTING WATER METER � h O EXISTING WATER VALVE twl------8"WW -- — — EXISTING WASTEWATER SYSTEM C O � O EXISTING CATCH BASIN r/1 O ❑ EXISTING CURB INLET ST 24"SD Z EXISTING STORM DRAINAGE SYSTEM 8"ST z O PROPOSED STORM DRAINAGE SYSTEM N O � EXISTING STREET LIGHT OHE EXISTING OVERHEAD ELECTRIC � O EXISTING UNDERGROUND ELECTRIC UGE EXISTING POWER POLE FAEXISTING PHONE PEDESTAL ❑P EXISTING TRANSFORMER ❑T EXISTING TV PEDESTAL GAS EXISTING GAS LINE EXISTING GAS VALVE �ca1p11�' I�r�,o co O ea cop A 5 c�� A �' L a W a �- O (n j } # h O � h O VL N .� h W C O � O H a > r/1 O � 0 d O CC1 Q W Z z O N O � Q �ca1p11�' I�r�,o co O ea cop A 5 c�� A �' L a W a �- z 0 _Y) W SHEET C-2.1 of 10 AU i _ 13 8 2M a �- O (n W O h W ti •U H a > � Q W al Q W CC1 Q W Q � O � N z 0 _Y) W SHEET C-2.1 of 10 AU i _ 13 8 2M a �- (n W h W z � ti a o x a H a > � Q W al Q W CC1 Q W z 0 _Y) W SHEET C-2.1 of 10 AU i _ 13 8 2M I SCOTTS GLEN DRIVE SCALE 1 "-30' NOTES: 1. LOCATION OF UTILITIES WITHIN RIGHT-OF-WAY ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL POT HOLE EXISTING WASTEWATER LATERAL TO CONFIRM FLOW LINE ELEVATION AND PIPE SIZE AND COORDINATE WITH PROJECT ENGINEER PRIOR TO CONSTRUCTION OF NEW SYSTEM. 3. EXISTING CLEANOUT ON EXISTING WASTEWATER STUB IS TO BE REMOVED - AND REPLACED FOR NEW CONNECTIONS. 9 4. COORDINATE PLACEMENT OF ELECTRIC METER, GAS METER AND OTHER UTILITY BOXES WITH ARCHITECT. 5. DRAIN IN TRASH ENCLOSURE TO INCLUDE PRIMED TRAP AND VENT TO MEET REQUIREMENTS OF UNIFORM PLUMBING CODE. SEE ARCHITECTURAL. PLANS FOR VENT DETAIL. 6. IRRIGATION SYSTEM TO BE COMPLETED BY A LICENSED DESIGNER. ® WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 241. CONST TRASH ENCLOSURE DRAIN PER DETAIL. REFER TO SHEET C-3.1. 250. CONST CLEANOUT W/CAST IRON LID. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. (�) WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 80 WATER LINE. 501. CONST 1-1/2" PVC SCHEDULE 80 WATER LINE. 502. CONST 6" C900 CLASS DR -18 WATER LINE W/TONE: WIRE. 510. CONST 1" WATER METER 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 531. CONST 10" MJ X 6" FLG X 10" MJ TEE WITH RETAINER GLANDS. 534. CONST 6" MJ 90• ELBOW WITH RETAINER GLANDS. 536. CONST MODEL Y34 IOWA YARD HYDRANT WITH FREEZE PROTECTION. 544. CONST 1"X1-1/2" REDUCING COUPLER ON WEST '.SIDE OF o REDUCED PRESSURE BACKFLOW DEVICE. 545. CONST 1" REDUCED PRESSURE BACKFLOW DEVICE W/COVER AND CONCRETE PAD PER DETAIL. REFER TO SHEET C-3.1. 546. CONST 6" DOUBLE CHECK W/COVER AND CONCRETE PAD PER DETAIL. REFER TO SHEET C-3.1. - 547. CONST FIRE METER VAULT PER DETAIL. REFER TO SHEET - C-3.1. LEGEND • -- EXISTING BOUNDARY W -- -- ADJACENT PROPERTIES — - - — — — EXISTING EDGE OF PAVING _-- EXISTING CURB & GUTTER 10"W EXISTING WATER MAIN [W] EXISTING WATER METER EXISTING WATER VALVE `WW1-8"WW -- — - EXISTING WASTEWATER SYSTEM ST 24"SD -- --- 8"ST OHE UGE —GAS EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STORM DRAINAGE SYSTEM PROPOSED STORM DRAINAGE SYSTEM EXISTING STREET LIGHT EXISTING UNDERGROUND ELECTRIC EXISTING POWER POLE EXISTING PHONE PEDESTAL I:36**11IRejI7:iki611to] VIT, 10 EXISTING N PEDESTAL EXISTING GAS LINE EXISTING GAS VALVE z 0 0-4U) W SHEET C-2.2 of 10 AUG 018 2016 0 co Llj W too O CU O c� o �o �o'E co O . N .' Ci L N 0 E co IJ,L OO J ® o q O Z W Q) P� z Q C4 r N O co Q F W Q Q z 0 0-4U) W SHEET C-2.2 of 10 AUG 018 2016 0 co Llj W z 0 0-4U) W SHEET C-2.2 of 10 AUG 018 2016 0 O CU O c� o N co U N o q � Q) P� ) C4 r z Q F W Q Q Q N co z 0 0-4U) W SHEET C-2.2 of 10 AUG 018 2016 0 o w co ,- N P� C4 C4 r z Q F W Q Q Q i w a w w w z 0 0-4U) W SHEET C-2.2 of 10 AUG 018 2016 0 SCALE 1 "-30' SCOTTS GLEN DRIVE NOTES: 1. ADA PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.00% OR LESS. SEE DETAIL SHEET C-3.3. 2. ALL ON SITE PARKING SPACES TO BE PERMANENTLY MARKED WITH 4" WIDE TRAFFIC WHITE STRIPING. I 3. REFER TO SITE PLAN FOR PARKING SPACE, AISLE, AND SIDEWALK DIMENSIONS. I 4. ALL FILL IMPORTED AND PLACED ON SITE TO BE DIRECTED AND APPROVED BY PROJECT GEOTECHNICAL ENGINEER. IF--', 5. AT BEGINNING AND END OF CURB, 3' SHALL TRANSITION TO A FLAT GRADE AT AC. i L—J. 6. GRADE LANDSCAPE BEDS ADJACENT TO BUILDING A MINIMUM 2.00% AWAY FROM I FOUNDATION. 7. BREAKS IN CURB FOR DRAINAGE IN PARKING AREAS SHALL BE CENTERED ON STRIPING. I LAURA ST. 2053 — 2095 (PRIVATE STREET) LEGEND >_ • — EXISTING BOUNDARY I — — -- ----- ADJACENT PROPERTIES — --- — -- — EXISTING EDGE OF PAVEMENT I EXISTING CURB & GUTTER 03 PROPOSED CATCH BASIN �C�,vt✓1 �vt�r��v� 00 L� 0 f 15- UiNUIIVU )MALL OC LCJJ \ti THAN 2% IN ALL ��.� 105 DIRECTIONs�� I # O 0 PAVING CONSTRUCTION NOTES � O L1. `� N •U CONST MONOLITHIC CURB & SIDEWALK AS PER DETAIL. REFER TO SHEET C-3.3. ' h Q Z W a a O a W > m Q 14 W II 2. CONST CURB & GUTTER PER DETAIL. REFER TO SHEET C-3.3. U 3. CONST 1' X 6" CONCRETE RIBBON. I 4. CONST EXTRUDED CURB. REFER TO SHEET C-3.3. ti BREAK IN 46 F 27 558 225 LF CURB FOR I I i 15. CONST 3" AC OVER 12" MIN. CRUSHED ROCK OVER GEO—TEXTILE FABRIC AS 4 16 3 SF GATE 44 LF 102 j PER DETAIL. REFER TO SHEET C-3.3. LOCHAVEN AVE. 16. CONST 4" AC OVER 12" MIN. CRUSHED ROCK OVER GEO—TEXTILE FABRIC AS PER DETAIL. REFER TO SHEET C-3.3. ... _ ---� 103 ' t•t�. I � 40. CONST 4CONCRETE OVER 2CRUSHED ROCK. =�==� 1a i Ia! 41. CONST 6 CONCRETE OVER 2 CRUSHED ROCK. BREAK IN 4 '( ` 42. CONST PERPENDICULAR RAMP AS PER DETAIL. REFER TO SHEET C-3.3. — CURB FOR ti, X54 LF 72 LF `^ `` I 43. CONST PARALLEL RAMP AS PER DETAIL. REFER TO SHEET C-3.3. • GATE �y X81 LF F� `38 LF 4 1 41 L 4 1 41 LF 4 , 1 X68 LF 4~ , ": m . 80. CONST CURB RETURN DRIVEWAY PER CITY OF SPRINGFIELD STD. DWG 3-24. i REFER TO SHEET C-3.4. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C-3.4. 100. INSTALL POLE MOUNTED DISABLED PERSON SIGN AS PER DETAIL. REFER TO x;64 LF 1 2' BR I EAW IN 4� t SHEET C-3.3. g ..... : .. �, • . , . < $ .... •� . .... ;. ; .. a 2 : CUR 101. INSTALL POLE MOUNTED DISABLED PERSON/VAN—ACCESSIBLE SIGN AS PER y� .. .$ . . ; FORRAINA 81 LF E DETAIL REFER TO SHEET C-3.3. 215 LF 4 � 1 290 SF 1 463 SF I ��,,� 981 SF .. ,. � E; � II � 102. CONST 6' CHAIN LINK FENCE. ,;, �------ . � 15 15 a 4 15 -' A , • ��. f��l [ 103. , CONST 6 CHAIN LINK MAN DOOR WITH KEY CARD CONTROL. F` � ; F. ( ; � 104. CONST ROLLING CHAIN LINK GA . TE W/CONCRETE RUNNER 105 ��100 LF1,315 SF �� 1 455 qF _ •' 1 I If 105. INSTALL VINYL SLATS TO EXISTING 6' CHAIN LINK FENCE. SCOTTS GLEN DRIVE NOTES: 1. ADA PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.00% OR LESS. SEE DETAIL SHEET C-3.3. 2. ALL ON SITE PARKING SPACES TO BE PERMANENTLY MARKED WITH 4" WIDE TRAFFIC WHITE STRIPING. I 3. REFER TO SITE PLAN FOR PARKING SPACE, AISLE, AND SIDEWALK DIMENSIONS. I 4. ALL FILL IMPORTED AND PLACED ON SITE TO BE DIRECTED AND APPROVED BY PROJECT GEOTECHNICAL ENGINEER. IF--', 5. AT BEGINNING AND END OF CURB, 3' SHALL TRANSITION TO A FLAT GRADE AT AC. i L—J. 6. GRADE LANDSCAPE BEDS ADJACENT TO BUILDING A MINIMUM 2.00% AWAY FROM I FOUNDATION. 7. BREAKS IN CURB FOR DRAINAGE IN PARKING AREAS SHALL BE CENTERED ON STRIPING. I LAURA ST. 2053 — 2095 (PRIVATE STREET) LEGEND >_ • — EXISTING BOUNDARY I — — -- ----- ADJACENT PROPERTIES — --- — -- — EXISTING EDGE OF PAVEMENT I EXISTING CURB & GUTTER 03 PROPOSED CATCH BASIN �C�,vt✓1 �vt�r��v� 00 L� 0 f 15- z 0 w SHEET C-2.3 of 10 AW61 0 8 2 0 J P mq O 0 z 0 w SHEET C-2.3 of 10 AW61 0 8 2 0 J O 0 � O N •U h Q Z W a a O a W > m Q 14 W as Q 14 W as Q W W � U ti z 0 w SHEET C-2.3 of 10 AW61 0 8 2 0 J 0 0 W h Q Z W a a O a W > m Q 14 W as Q 14 W as Q W W � U z 0 w SHEET C-2.3 of 10 AW61 0 8 2 0 J 1.0' X 0.5' CONCRETE RIBBON PAVII PLAN EXTRUDE(' r1l [DO W/2' BR 7' CENTE DRAINAGE PAVING PER PLAN TOP OF ROCK TO BE LOWER V rL-`tJO.vJ THAN AC ELEVATION RAIN GARDEN U1 NTS EXTRUDE" nc inn W/2' BR 7' CENT[ DRAINAGE PAVING PER PLAN IriHIN Ma LLFWAHUN V FL—`tJV.JJ IV v i n L. RAIN. GARDEN U2 NTS 1.0' X 0.5' CONCRETE RIBBON PAVII PLAN TOP OF ROCK TO BE LOWER THAN AC ELEVATION RAIN GARDEN 13 NTS TOP OF ROCK TO BE LOWER V FL—`tJU.LVi- THAN AC ELEVATION RAIN GARDEN 14 NTS e 6" PVC ELBOW 4" GRATE 4" PVC BELL END STUB 4"X6" PVC REDUCING COUPLER AREA DRAIN DETAIL NTS 6" PVC PIPE TO SOURCE PER PLAN GRATE= 443.20 ON FLOAT= 437.91 OFF FLOAT= 437.41 10" INLET PIPE ELEV. 436.91 CONCRETE BASE 3000 - 1 1/2" 25" 42" STANDARD FRAME & COVER ELEV. 445.00 51 A STANDARD PRECAST CONE, STRENGTH EQUAL TO i•. CLASS III CONCRETE SEWER PIPE. ALL CONSTRUCTION JOINTS �< SHALL BE MORTARED. 10" OUTLET PIPE ELEV. 443.53 > TO PUBLIC SYSTEM .w 10.90" 3" PVC PRESSURE LINE TIE INTO GRAVITY PIPE IN MH WATERPROOF BOX FOR ELECTRICAL CONDUIT 3" 3" PVC UNION LIBERTY PUMPS LE102A-3 SERIES 1 HP SUBMERSIBLE SEWAGE PUMP W/3" DISCHARGE OR EQUIVALENT 1. LOCATE ELECTRICAL SERVICE BOX IN ADJACENT PLANTER COORDINATE W/ELECTRICIAN. F� V,_, WN `NP 2-A (P- OW 2_59 KtAA R _N1 tI((h � (� -1 Of 15 0 rJWo23 to 0 o : co a~ CO PR p W o FLOGARD TM ll1 N .� 0 53'° -- FILTER INSERT (MODEL F'GPv-24F) O m cy 'E p 40 o. _ CC '0 M WOVEN MESH W z 0 CID.— r- FILTER BODY NOTES: ES: C) {At � ° BOX FABRICATED FROM �,10 fYI GA. MATERIAL CA ., NEOPRCNE GASKET e� OUTLET (TWO SIDES) O 48" LONG DUC'T'ILE IRON SOLID LID: Q Q N & DUCTILE IRON GRATE M PLAN VIEW BIKE PROOF, HEAVY SILT & DEBRIS DUTY TRAFFIC GRATE w HIGH- CONTAINMENT AREA SUPPORTS AASTITO � w w L221x2�xi - - FLOW # BYPASS H25 LOADS F FRAME 53,rt . � Q a U U O OUTLET t t j s5ED t ai - LJW i --W/ LII3 IEN'r HINGED i DIME NI I TRAP/ i _. 48 � � REPLACE A13 I ABSORBENT .- SIDE VI'yI ' POUCHES IS 0 1\IE"W`RIC SEP, IME & HYDRC)C.,ARBONS I- IL' RA("ION S'YS F EIS I S TAT t AP P R CSV E D AS,P I-; A _T DIPPED 24"x42„ _ 6tt0 OUTLET SAND COLLECTOR CATCH BASIN DWG PROJ. MAN. muc P. Em. -AuL O. I SCALE NONE F5 Gibson Steel Basins SINCE 1872 DATE: JAN. 23, 06 MODEL: SC8FI4-42HB-6 247 Washington St. Eugene, Or. 87401 ph. -(541) 687 - 8672 fox. 344-0207 F� V,_, WN `NP 2-A (P- OW 2_59 KtAA R _N1 tI((h � (� -1 Of 15 0 rJWo23 SHEET C-3.0 of 10 9 € to 0 o : co a~ CO PR p W o ll1 N .� 0 .� c> 0 0 O m cy 'E p 40 o. _ CC '0 M U) W z 0 CID.— r- SHEET C-3.0 of 10 9 € to o : co a~ CO PR p W O k W 0 LO SHEET C-3.0 of 10 9 € to O 0 LO N m O � 00 U) W CID.— r- C) fYI !Y1 CA C/) N e� O N Q Q Q N M SHEET C-3.0 of 10 9 € to 0 LO m CD 00 U) W CID.— r- fYI !Y1 CA z a O Q Q Q M w a> w w w F � Q a U U SHEET C-3.0 of 10 9 € to LO 00 r- w M N F � Z LLJ O Q ct� LJW .- N SHEET C-3.0 of 10 9 € ru C I!- f--, '. -J� - �-- p '� r"� '-A_JBA/1'T'TAL SHEET C'D r�-- lk"Al VAN,., St APPLICATION Designed for installation on potable water lines to protect against both backsiphorage and backpressure of contarnij- i. nated water into the potable water supply. The Model 375A G provides protection where a potential health hazard exists, (with Ill gates) (with BGVIC valves) 4 Ideal for use where lead-free* valves are required. STANDARDS COMPLIANCE FEATURES 0 ASSE@ Listed 1013 Sizes: 1~.121/2" U2�** Q 4" j 6' Q 8" U 19' 0 AVVWA Compliant 0511 (with gates only), and 0550 Maximum working water pressure 175 PSI 0 IAPMOV Listed Maximum working water temperature 14WF CSA& Certified (2-112" - 8') Hydrostatic test pressure 350 PSI ULID Classified End connections (Grooved for steel pipe) AVWVA 0606 (Flanged) ANSI B16.1 0 C -ULD Classified Class 125 0 FMO Approved *21/2 & 3" sizes use 4" body 9 reducer couplings Approved by the Foundation for Cross Connection OPTIONS (Suffixes can be combined) Control and Hydraulic Research at the University of Q - with flanged end NRS gate valves (standard) Southern California, Q FSC - with epoxy coated wye type strainer 0anged only) NYC MEA 484-04-M Ll G - with grooved end NRS gate valves • NSFO Listed -Standard 61, Annex G* U GF - with grooved inlet gate connection and flanged -(0.25% MAX WEIGHTED AVERAGE LEAD CONTENT) outlet gate connection MATERIALS LJ FG - with flanged inlet gate connection and grooved Main valve body Ductile Iron ASTM A 5S6 Grade 4 outlet gate connection Access covers Ductile Iron ASTM A 536 Grade 4 Q L - less shut-off valves (grooved body connections) Coatings FDAApproved electrostatic epoxy finish LJ MIS - with Integral Relief Valve Monitor Switch Internals Stainless steel, 300 Series • OSY with flanged end OS&Y gate valves NORYll NSF Listed • CSYG with grooved end OS&Y gate valves Fasteners & Springs Stainless Steel, 300 Series IQ BGVIC with grooved end butterfly valves Seal rings EPOM (FDA approved) ACCESSORIES 0 -rings. Buna Nitrite (FDA approved) • Repair kit (rubber only) Sensing line Stainless Steel, braided hose • Thermal expansion tank (Model XT) • OS & Y Gate valve tamper switch (OSY-40) C1 Air gap (Model AG) • Electronic Solenoid Timer (Model EST) • QT -SET Quick Test Fitting Set MODEL • Test Cook Look (Model TCL24) 375A vAth OSY & Ill option DIMENSIONS & WEIGHTS (do not include pkg.) MODEL 375A vii 8G= option Relief Valve discharge port: 2112"- 6'- 216 sq, in. a'- 10"- 3,69 sq, in. T Attention: Model 376A (grooved body) and Model 375 (flange body) have different lav lengths. WEIGHT DIMENSION (approximate) A in. I mm MODEL IAATH WITH WITH WITH WITH 375A WTHOUT NRS OS&Y NRS OS&Y 13UTTEPFLY SIZE GATES GATES GATES GATES GATES VALVES in. mm in, I mm in, I min (GXF) (OXF) (GXG) (GXG) (GXG) in. mm lbs.. kq lbs. kq lbs, kq jb�s ll lbs, kq Ill kg 21/2 66, 97 44 191 87 199 90 183 83 191 87 116 53 3 80 96 43,5 211 96 217 98 201 91 207 94 117 53 4 100 83 38 227 10312,37 108 201 91 211 96 115 52 6 150 136 62 356 162 372 169 326 148..3.42 1.55 1�88 _M_ 8 200 345 -7975-7 344 781 355 757 344 757 34' 473 188 10 250 358-W 985 447 1043 473 '-- --' 92f- 418 X30 ?41 MODEL 375A vii 8G= option Relief Valve discharge port: 2112"- 6'- 216 sq, in. a'- 10"- 3,69 sq, in. T Attention: Model 376A (grooved body) and Model 375 (flange body) have different lav lengths. —.404990mali ZURN Mode1375 Reduced Pressure Principle Assembly WILKINS Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance 9 ASSEO Listed 1013 # IAPMO@ Listed * CSAG B64.4 • AIWA compliant C511 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California UL® Classified Oesa shut-off valves only, 3/4" - 2 • C -UL® Classified,oess shut-off valves only, 3/4" -211) Materials Housing Reinforced Nylon, FDA approved Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Intemals Detrin, Nylon, NSF Listed Springs Stainless steel, 300 series Ball Valves Cast Bronze, ASTM 8 584 Struts Forged Brass, ASTM B 124 Features Sizes: 1/2", 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180OF Hydrostatic test pressure 350 PSI End connections Threaded FN PT ANSI B1.20.1 Options (Suffixes can be combined) ❑ - with full port QT bell valves (standard) ❑ L - less ball valves, male pipe thread E] S - with bronze 'Y' type stainer [:] SE - with street elbows E] FT --with integral male 45' flare SAE'test fitting ❑ AG - with sir gap ❑ SAG - with bronze "Y" strainer and air gap ❑ BOF - with Blow out/Rush fitting ❑ B - with black fusion epoxy coated ball valves & struts for theft protection Accessories E] Repair kits E] Thermal expansion tank (Mdl. XT) F Soft seated check valve (Ii 413XL2) n Shock arrester (Model 1250XL) E] QT -SET Quick Test Fitting Set F Blow out,/ Rush fitting (RK34-375BOF (1/2" or 3/4"), RK1-375BOFor RK114-350-375BOF) Dimensions &Weights (do not include pkil DIMENSIONS (approximate) WEIGHT DIMENSION (approximate) A in. I mm MODEL A WITH B LESS E E E E WITH E F in. Imm in. Imm 375A A BUTTERFLY GATE C D OS&Y OS&Y NRS GATE BUTTERFLY F 0 H 8718 221 SIZE VALVES 'VALVES OPEN CLOSED VALVES 3718 98 12114 311 in. mm in, I mm in, I min in. mm in. Imm in. mm in. I mm in. I mrin in, ni in. Imm in, mm in. mm in. mm 21r2 65135V81892 32118 816 20 918 511 4 112 114 7 114 184 183A3 416 13 7/8 '352 11318 289 8 203 11 279 45 114 1150 7 114 184 3 so 36 is 919 33 839 20119 611 4 1/2 114 7 IIA 184 19718 479 15 6/9 397 12 318 314 9 2D3 31 279 48 7T$ 9191 7 714 384 4 100 38 114 972 33114 845 119 718 505 4112 114 6 203 2239 578 1$ 114 464 1 14 3!4 975 9178 232 71 279 53 3!$ 1356 7 I IIA 184 6 160 47114 1200 401/4 1022125 WS 657 51,2 140 10 2154 30118 766 23814 603 19 483 90118 267 12318 33A 65398 1861 911A 235 8 200 62 1676 56 1397 39 712 978 10 25 - 11 279 37314 959 29114 743 22112 572 ii 15/18 303 95318 391 88318 2134 13718 333 I D 250 646M 1641 58112 'Aliv - 14316 367 —.404990mali ZURN Mode1375 Reduced Pressure Principle Assembly WILKINS Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance 9 ASSEO Listed 1013 # IAPMO@ Listed * CSAG B64.4 • AIWA compliant C511 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California UL® Classified Oesa shut-off valves only, 3/4" - 2 • C -UL® Classified,oess shut-off valves only, 3/4" -211) Materials Housing Reinforced Nylon, FDA approved Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Intemals Detrin, Nylon, NSF Listed Springs Stainless steel, 300 series Ball Valves Cast Bronze, ASTM 8 584 Struts Forged Brass, ASTM B 124 Features Sizes: 1/2", 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180OF Hydrostatic test pressure 350 PSI End connections Threaded FN PT ANSI B1.20.1 Options (Suffixes can be combined) ❑ - with full port QT bell valves (standard) ❑ L - less ball valves, male pipe thread E] S - with bronze 'Y' type stainer [:] SE - with street elbows E] FT --with integral male 45' flare SAE'test fitting ❑ AG - with sir gap ❑ SAG - with bronze "Y" strainer and air gap ❑ BOF - with Blow out/Rush fitting ❑ B - with black fusion epoxy coated ball valves & struts for theft protection Accessories E] Repair kits E] Thermal expansion tank (Mdl. XT) F Soft seated check valve (Ii 413XL2) n Shock arrester (Model 1250XL) E] QT -SET Quick Test Fitting Set F Blow out,/ Rush fitting (RK34-375BOF (1/2" or 3/4"), RK1-375BOFor RK114-350-375BOF) Dimensions &Weights (do not include pkil Zurn Industries, LLC I Vnlidns 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 555-663-076, Fax 005-236-5766 in Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 Vwvvw.Zurn.c0m Rev. 0 Date; 6/14 Document No. EF-375ISM Patent No. 6,613.843, 7,784,483, & 7,906,260 Product No. Model 375{S" Page 1. of'2 SUBMITTAL DATA SHEET (888)345-6675 Fax (501)791-1801 Web: aquashiddendlosures.com Email: DIMENSIONS (approximate) WEIGHT MODEL 375 size in. I mm A in. I mm A LESS BALL VALVES In, I mm 8 in, min C D in, I min in, mm E F in. Imm in. Imm LESS G H i BALL VALVES in, I fral In. I mm in. min lbs, I k9 WITH BALL VALVES Ill kg 112 20 8718 221 — n1a 11W6 49 1 116 41 218116 75 3718 98 12114 311 3 76 10 7!8 276, 12114 311 4.7 2,1 6.7 2.6 3/4 20 8718 225 7118 1811115116 49 1 5/8 41 215/16 75 3718 98 12 W 321 3 76 11 279 121(4 311 4.7 21 6,7 2.6 1 25 11 316 264 87/8 225 2114 57 2 1/4 57 37/16 87 4 102 149116 370 4 102 133/4 349 151/4 387 8 3.7 93 4.4 1-114 32 14718 376 14316 367 3 318 86 3 3/8 86 3 314 95 5 314 146 201/2, 521 33/4 _05 18 457 16112 470 113..7 8.$ 20.5 9.3 1Al2 40 15114 387 14318 367 3 318 86 3 3/8 66 3 314 95 5 314 146 22 559 4112 114 18 314 476 20114 614 18:3 8.0 21.5 9.8 1 2 1501 16 406117318177 351 53W 3 319 186 13 3181,86 1 3 314 195 6 3r41146 24 610 43/4 120.7120 314, 527 20 314 627 119.4, 9.8 23.5 '10.7 Zurn Industries, LLC I Vnlidns 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 555-663-076, Fax 005-236-5766 in Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 Vwvvw.Zurn.c0m Rev. 0 Date; 6/14 Document No. EF-375ISM Patent No. 6,613.843, 7,784,483, & 7,906,260 Product No. Model 375{S" Page 1. of'2 SUBMITTAL DATA SHEET (888)345-6675 Fax (501)791-1801 Web: aquashiddendlosures.com Email: 1 AndiSNINA Backflow Enclosures BFP6 SERIES ENCLOSURE FEATURES and have a heavy black reinforced fiber each side. Drain shall be insulated and sized to accommodate maximilm, discharge of the • Easy Access T • Lockable for Vandal Protection Heat when required (ASSE 1060-1996 Class 1) shall be a thermostatically controlled 120VI IPH fan fccced heater . Heater shall be • Freeze Protection (-30F) foot, cord and plug for easy receptacle connection. Power source shall be aground fault interupter receptacle supplied and installed ASSE 1060- 1996 (Class LII, III) MODEL ASSE 1060-2006 (Class 11 1111) ENCLOSURE • No subassembly required 2"K • Oversized Drains at Enclosure Grade Fa 6 • Structurally Rigid Insulation DESCRIPTION • Simple Installation DIMENSIONS • Mounting Hardware Included WEIGHT STANDARDS & CODES • ASSE 1060 • ASTM B209 • OSHA 1910 Product Materials .050 mill finished marine grade aluminum Poitnittrateinsulation 1.5" Nick (10.OR-value) The backflow enclosure shall be ASSE 1060-1996 (Class 1, 11, 111) ASSE 1060-2006, (Class 11, 111) certified and shall provide freeze and van'dal protection for backilow preventers iiiistalled outside and above; ground. Materials shall, be (.050/18 ga.) mill fin- ished aluminurn bonded to a unicellular, non-wichng polisocyanurate foam core insulation. Insulation shall be 1.5" thick (RIO) and have a heavy black reinforced fiber each side. Drain shall be insulated and sized to accommodate maximilm, discharge of the backflow preventer valve and remain closed except during discharge of the backflow valve. The enclosure shall have full access for ' testing and sen ficin of the backflow preventer with &ategicallyplaced lockable access pands. Enclosure shall be anchored to a concrete pad within the enclosure with masonry anchors. Heat when required (ASSE 1060-1996 Class 1) shall be a thermostatically controlled 120VI IPH fan fccced heater . Heater shall be UL or ETL listed and sized to maintain a +401F inside the enclosure with an Outside temperature of -30 OF.Heator shall have a six- foot, cord and plug for easy receptacle connection. Power source shall be aground fault interupter receptacle supplied and installed by others. Electrical power source shall be installed in accordance with all state and local, codes. MODEL MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD SHIPPING NUMBER, DESCRIPTION DIMENSIONS. DIMENSIONS DIMENSIONS WEIGHT BFP6=W, 2, DOOR PANEL 102'L " 38W 561H 105"L 41"W 58"H 1171, 53,VV 6"T 385# BFP6-NS 2 DOOR PANEL 121l 38'W 56"H 123"L 41'W 58"11 1361 53'1111 6"T 400# 'Bll 2 DOOR PANEL 162'(-' 38-W 6P'H 105 41"W 69'H 117"L 63'VV 6T 3959 BFP6-OT 2 DOOR PANEL 105' 40'W 79'H 108"L 43'W 80"H 1201 55'W UT 425# BFP8=0S 2 DOOR -PANEL 121l WW 6771-1 ' 123"L 41V 69'H, 351 53W 415# BFP6-NA 2 DOOR PANEL 64"1 42'W 48"H 6T'L 45'W 59'H 79'L 57'W 6"T 350# BFP6-OA 2,DOOR" PANEL W'L 55'W 6T'L 58W 56!K 791 70'1/1! 67T 375# ft - 2020 west 318th St. - No. Little Rock, Ar - 72118 - (888) 345-:6675- Fax (50f) 791-1801 SUBMITTAL DATA SHEET (888)345-6675 Fax(501)791-1801 Web: aquashieldenclosures.com Email: ENCLOSURE FEATURES • Easy Access • Removable Top and Front Panel • Lockable for Vandal Protection • Freeze Protection (-30F) ASSE 1060- 3996 (Class 1;11, 111) ASSE 1060-2006 {Clq, ss 11, 111) • No subassembly required • Oversized Drains at Enclosure Grade • Structur&y Rigid hisallation • Simple Installation • Mountinga Hardware Included STANDARDS,& CODES • ASSE 1060 • ASTtA,J3209 • 0311A 1910 BFP1-S SERIES BFP2-S SERIES Firoduct Materials .050 mW fini.,�hed mail grade aluminum Pol-viisocyanurall insWation 1. 5" thick (10.OR-value..') The backflow end osurcsliall be ASSE Ill 1996(Class ],11, 11I)ASSE1060-2006 (Class E, 111) wdifiedand shall provide freii and vandal protection for backffmv preventers installed oullsideatid above ground..Materials shall be (050!18 ga.) mill fin- ished atui ninum bonded to a -unicell ulmn on-wicki ng p ol i socyarturate foam core ins ulafion, Insulation shall Ix- 1. 5" thick (Rl I)) and have a heavy black r6n totted liber each side. Drain shall be in sul ated, and sized to accomin odail maximum discharge of the Wckflow proventer valve and remain closed irxc,,_pt. during discharge of the ba& -flow valve, The enclosure Shull have full access for testing and servicing of the back-flow praveriteruith strat%,ically placed lock -able amess pmcls. Enclosure shall be anchored to a conci pad within the enclosure -,,#ith masonry midiors. Heat whez required (ASSR' 1060-1996 Class 1) shall N.- a 120VA P gelfregulafing heat cable. Hint cable shall be UL or ETL hst&t and si7,Ld to maintain freenlvotecti on of the lvii li oxy palter -with an outside temperature or -3 OPF, Floater Shall haVC a male rpil plug for easy power wimedion. Power scitul shall be a ground fault intvitiptor rcceptwle supplied will installed by others, Electriad piawer source shall be installed maccordance with all state and local =6-. Z,- Lr) MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD SHIPPING NUMBER, DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT BFPI-S' 1" WISTRAINER 30"L, , 19W, 22 H, 33 L A 3" W ,24 H WL 25,w 6nT 454 BFP2-S 1 2' WISTRAINER 143-L 14W WH 146-L 17"Viiii' 39'H 1581 29"1 67 65# 2 -Ton Lift Anchor 687 -2 -LA (4 Races In Top)i 42' Ora, Access 3'-$' Long Oalyanli *C` Channol I TOP (3 E4Ch side) No. 687 -T -42G 6,570 Its. IS* x 1W Knockout (2 Each SWe. 2 Each End) BASE 0* No. 687-2-B 13.570 lbs. IV it 24!' Knackoul-, (2 Foch Side. 2 Each End) Sump OPTIONAL DEEP TOP I* Din. 0'i Rod Knaeroutp___� it if Mox. fV11 iuf exkoi€t1 t3 l old W OPTIONAL TOPS ! De_e *or Location optimal 01i 42' Me. Access 0)0 ROUND ACCESS Wl ii STEEL 00011S LJOLKWO GALY. STEEL 000IR No. Sl Rm 687 -T -2-432P No. 867-T-3nP 0,570 Um 6.320 bs. 6,824 tbs. .dAll 687 -2 -LA 687 -2 -LA Oldcastle Preil SIO RaM8:020UCP887iAi 6 x 8.2 PC. PO Box 323, Wilsonville, Oregon 91070.4325 Issue Date: 2010 POWER IWATER I GAS Tek (5W) 881 Fax: (W3) 682-2657 joidoestioprecast.comlwilsonville I 24,0 NATIVE BACKFILL 8"ROUND GRATE DRAIN -RITE W/ r, �& (CRUSHED ROCK UNDER " (P-0004 PAVING & WALKWAYS) 4OUTLET I V CONCRETE PAD Ran ��6ubvc) FINISHED GRADE SLOPE TO GRATE I V Own -.7 C) > GAS WATERS JPVC-1z"", CONTROLLED 41 TRAP PRIMER AND BACKFILL VENTING TO BE PROVIDED FOR DRAIN SYSTEM. REFER TRAP 4"PVC TO ARCHITECTURAL PLANS YCATV -3",1-4" FOR ENCLOSURE DETAILS. 3"TELCO ELECTRIC WASTE WATER SERVICE LINE JOINT TRENCH DETAIL NTS TRASH ENCLOSURE TRAP DRAIN NTS co > bn SHEET C-3.1 of 10 C.0 C) J14 Z Cc rn E 0 CL LIJ --,, � Z,- Lr) F --:C:> Cn ZD 0 Q0 C),- C 00 9 0 Lj ui V) 00 — 0 r- E- C) = co _j V) CL SHEET C-3.1 of 10 C.0 C.0 J14 Z Cc CL LIJ --,, � Z,- Lr) SHEET C-3.1 of 10 C.0 C.0 --,, � Z,- Lr) O Q0 00 r- _j 0 Z 0 W U > W > W > W 0 ti LLJ V) P.4 SHEET C-3.1 of 10 C.0 C.0 --,, � Z,- Lr) 00 r- _j 0 Z 0 W U > W > W > W 0 SHEET C-3.1 of 10 C.0 C.0 --,, � Z,- Lr) 00 r- _j LLJ V) Z LLJ 0 IX Lu w > I,_ W_.: C-1 . . . . SHEET C-3.1 of 10 CURB SIDE PERPENDICULAR SIDEWALK RAMP 9 KEYED NOTES 0 4" ASPHALT PAVING— LEVEL 2 HMAC OVER Q12"CLEAN, GRADED AND COMPACTED CRUSHED ROCK OVER. (3 GEO—TEXTILE FABRIC NOTES: 1. PAVING SHALL BE COMPACTED TO 92% OF RICE DENSITY VALUE. 2. CRUSHED ROCK TO BE COMPACTED TO 95% OF T-180 PROCTOR. 3. SUBGRADE TO BE PREPARED AND COMPACTED AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER. HEAVY PAVEMENT SECTION NTS 9,�9tlatl�, JIIaPe9l'�'�iryiull1l,�r, 9,,l�Ir�r, r�f�f�9,j11C�,rglPt,91r' KEYED NOTES 0 3" ASPHALT PAVING - LEVEL 2 HMAC OVER 2 12" CLEAN, GRADED AND COMPACTED CRUSHED ROCK OVER. Q3 GEO—TEXTILE FABRIC NOTES: 1. PAVING SHALL BE COMPACTED TO 92% OF RICE DENSITY VALUE. 2. CRUSHED ROCK TO BE COMPACTED TO 95% OF T-180 PROCTOR. 3. SUBGRADE TO BE PREPARED AND COMPACTED AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER. LIGHT PAVEMENT SECTION NTS 0 dCRETE C WIDTH N 3,500 PSI CONCRETE PARKING M DMV. DISABLED PERhU ONLY TOWING UNDER • -ti 81162D AND FUP INE UNDER • 1 Tff 7~ SURFACE PER PLAN 2" ROUND GALVANIZED POST THREADED ON ONE END 2" GALVANIZED CAP 7' (.nmr.RFTF TRI WrATm noKAF 12" X 16" SIGN 12" X 16" SIGN WHITE BORDER WHITE BORDER ON BLUE BACKGROUND ON BLUE BACKGROUND WITH WHITE LETTERING WITH WHITE LETTERING AND SYMBOL AND SYMBOL 2" ROUND GALVANIZED POST TREADED VAN -ACCESSIBLE ON ONE END SIGN DETAIL NTS 2" GALVANIZED COUPLER SET IN CONCRETE 18" CONCRETE POLE MOUNTED ADA SIGN DETAIL NTS PARALLEL SIDEWALK RAMP NTS SURFACE AS PER PLANS j'— 3.5" PER PLAN MIN. 5' X 5' LANDING 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 6„ BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 0 4" d 3,500 PSI CONCRETE EXTRUDED CONCRETE CURB DETAIL NTS — SIDEWALK WIDTH PER PLAN DUMMY JOINT 1/4" DEEP "V" GROOVE 3/4" RADIUS 6" AC PAVING 1 / PER PLAN •dd i" o' •, J G •• •d ., CO • a d a o 12"— 8"--I MONOLITHIC CURB/SIDEWALK NTS NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL NTS EXTRUDED CONCRETE WHEEL STOP CLASS 3000 — 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. Fl_ I (� CON KLvlrl AAUP0 C) lob t� bio COD " ' C L0rn a' N (n 0 O L p NO o O cy ^ E coo10 O °° w o CD Lj z 0 �o0 L CL �+v�.i.� '.�5,'a ♦"" k?��fia.,' '=dw7.�..5 fY.x.�.}'.'Y n '�,.a v*".�.�''°?�.�.�,� �i i:�: �w co to W 0 C) Q uj �+v�.i.� '.�5,'a ♦"" k?��fia.,' '=dw7.�..5 fY.x.�.}'.'Y n '�,.a v*".�.�''°?�.�.�,� �i i:�: Lo 0 'o O � h Q z w a � 0 a U)a � ' W Q W w tL3 Q W C4 W Q W U O W o � � ti CU m U 20116 Lo 'o h Q z w a � 0 a U)a � ' W Q W w tL3 Q W C4 W Q W U U 20116 Lo 'o h W cr- m ui V) z L� O � z � > w V) a4 .- N U 20116 ON SITE DRAINAGE SHALL\ FLOW ONTO I 8 THICK 3500 PSI FIELD STRENGTH PSI UB STRENGTH) 6.3, SACK MIX REINFORCED CONCRETE ON 2" OF COMPACTED '3/4MINUS CRUSHED ROCK A \S 1% \ RAMP SLOPE wk), 12*1 TYPICAL vp '�7r umw�m Q)IF SECTION A A 12-1 TYPICAL 50'1 IAAX SLOPE B* THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK ve UP MIX, REINFORCED CONCRETE #4 REBAR — 12' ON CENTER on IL VIAM BOTH WAYS PLACED 2' J ABOVE THE BOTTOM OF SLAB all 2' OF 3/4" MINUS COMPACTED CRUSHED ROCK fD NOTES * NO ABOVE -MOUND FACAUTIES (FIRE HYDRANTS, POWER POLES, CATCH 8M, VALVES, J-800. ETC.) SHALL BE PERMITTED 1Y114N THE APRON OR RAMP AREA * DRIVEWAY (THROAT) VAOTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MMUM) IN ACCORDANCE WITH CR PERMITS. ALL SURFACES SHALL HAVE A BROOM FINISH. REFER TO STROARD DRAWING 3-7 FOR CURB CUT DETAILS CONCRETE WITHIN APPROACH SHALL BE 87 THICK (MIN) CONCRETEOR 2- OF 3/4' MINUS CRUSHED ROCK, REINFORCEMENT IS REQUIRED. USE 14, REBAR - 12' ON CENTER - BOTH WAYS PLACED 2- ABOVE THE BOTTOM OF THE SLAB A CONTWTIM (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON. "DEWAL% ACCESS RAMPS, AND RESIDEAIX DRIVEWAYS $HALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE CURBS & COMMERCIAL ORNEWAYS SHALL BE = n r FIELD STRENGTH (4025 PS LAB, STRENGTH) 5.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMp- NOTES THIS DRAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS MR > No REVISMO DATE BY APPR CITY OF SPRINGPIM sno COMMERCIAL DRIVEWAY APRON 1;71;An DRAWNG SETBACK SIDEWALK ol� Cjt7 Engineer;?OQ17 ---jDEPT OF PUBUC WORKS v remuth 2003 4" WHITE PAVEMENT STENCIL DISABLED PERSON PAVEMENT MARKING NTS 60" MIN. (96" MIN. FOR VAN 9' ACCESSIBLE LOADING PER ANSI A117.1) DISABLED PARKING DETAIL NTS SIDEWALK PER PLAN DISABLED PERSON SIGN PER PLAN 4 RAMP, PER PLAN za 4 4 .4 < 4 < RAMP F' 1`1�11 l,'LAN<, /6 c' c 0 Q 0 0 ram C'4 c"I WHEEL STOP PER PLAN oyn 4" WHITE STRIPE 4" WHITE STRIPE v'j wp� -20 pl.'l u , 000 4VI n "wwl co cc cc (D Q. Lu Q) Q) 0 Co(') SIJ O c"I cn U-1 z 14 w L4 0 > > > u 0 �2 Lo 00 cr- M :D LJ V) Q o U-1 > SHEET C-3-3 of 10 AUG 0 8 2016 Qmmmm� 10 �fkffs bjO 4-3 co 023 CD E CD r�) O 0 or n E crl �d- 0 Ccoo L -,JJ U-) -0) '--O G_- CD Z- 0 C) 0 a- -7- cl) (n a - Q) Q) 0 Co(') SIJ O c"I cn U-1 z 14 w L4 0 > > > u 0 �2 Lo 00 cr- M :D LJ V) Q o U-1 > SHEET C-3-3 of 10 AUG 0 8 2016 Qmmmm� 10 �fkffs SIJ O c"I cn U-1 z 14 w L4 0 > > > u 0 �2 Lo 00 cr- M :D LJ V) Q o U-1 > SHEET C-3-3 of 10 AUG 0 8 2016 Qmmmm� 10 �fkffs �2 Lo 00 cr- M :D LJ V) Q o U-1 > SHEET C-3-3 of 10 AUG 0 8 2016 Qmmmm� 10 �fkffs SHEET C-3-3 of 10 AUG 0 8 2016 Qmmmm� 10 �fkffs AUG 0 8 2016 Qmmmm� 10 �fkffs �q2l z 0-4 0 E-4 a 0 z *4 E- V) 0 I SES --POTENTIAL FUTURE EXPANSION EXISTING VEGETATION TO REMAIN IN INTERIMD PLO 1 ACRR 8 MAN 8 MAN CAD 2 SPD 5 MAN 5 C =-AA.. 474 Willamette Street Suite 305 5 VID A ' A_'_ -A_ A A 2 PLANTING LEGEND 0 0 PROPOSED TREES PROPOSED CONIFEROUS TREES ORNAMENTAL TREES PAVING 0 0 0 0/000m�o I I RFG/NAK-TYP CAD COS-Typ 5 PLO e�. 474 Willamette Street Suite 305 5 VID • 2 ACC `6 SPGM 3 PFF 5 VID Eugene, Oregon 97401 P 541.683.5803 C/) 20 COSK 3 EAUC RUCE-TYP LAWN 00 8\ V 4 CO 3 EAU( 2 MAA F 541.683.8183 .a 41 . ..... V-v 3 EAUC 3 PFF 18 RHU 4 FOG7 7 o 3 VID I ACC 6 DO 14 RHU 1 COSE 4 V www.DLAdesign.com 2 MAA Y I BENC .3 ACRR 10 PLO V 15 BETC "--EXISTING VEGETATION TO REMAIN IN INTERIM--, 0 O O 1___) 26 CES CA• 9 CSK CAO 8 COSK I ALR 10 MAN 3 COSI CAD 5 COSI 7 MAN 4 CO��. ' SI 3 FRLA :101®' N�~+� A MAN �A 0 emw ��'� a 7 p V RAIN GARDEN 2 4 AUC 3 TPH _2 5 EAl y 6Lpi - 4 'COSA. - 1 ACRR I ALR 'COSA 4 VID 1 ACRR 3 VIPT 5 EAUC 5 VID 5 PLO e�. 1 COSE 5 VID • 2 ACC `6 SPGM 3 PFF 5 VID 4 f C/) 20 COSK 3 EAUC 00 8\ V 4 CO 3 EAU( 2 MAA 441P 4 FOG v I ACC fFOG .a 41 . ..... V-v 3 EAUC 3 PFF 18 RHU 4 FOG7 7 o 3 VID I ACC 6 DO 14 RHU 1 COSE 4 V 2 MAA Y I BENC .3 ACRR 10 PLO V 15 BETC PROPOS 4 COSA FAC 0 0 • LZ rYP 13 PEAH. I COSE 9 VID. 3 EAUC 4 PLO 8 BETC 3 VID 3 VID 4 EAUC I VIPT 3 BETC N, V, . . . .. . . . . . > )6 V 6 BETC v6BETC 4-j 14 spom .,q, M, N1. 5 EAUC > 8 PEAH 2 4 AUC 3 TPH _2 5 EAl y 6Lpi - 4 'COSA. - 1 ACRR I ALR 'COSA 4 VID 1 ACRR 3 VIPT 5 EAUC 5 VID I ACRR 4 MAA 3 IFCOSA NAME JUP-TYP 5 PLO e�. 1 COSE • 2 ACC `6 SPGM 3 PFF Q> > 4 f C/) 20 COSK 0 00 8\ V 4 CO w n3 2 MAA LA E 2 MAA I BENC 6 FOG 3 DO 4 COSA U) 0 0 COSK oo o o 5 SPGM > 0- v) CL 8 PLO RAIN GARDEN #2 5 EAUC > 8 PEAH ACRR 3 PLO I CECF RFG NAK RFG . Iq ED NOT ILITY 10 BETC 3 PLO 10 PEAH - -- -------- RFG SEASONAL NAK COLOR 1 CECF V 10 PEAH RUCE-TYP 3BEIC 101, AH 6 EAUC RFG 9 PLO a V`1 P,61 NAK 2 VID 8 COSA 2BENC > -12 MAA 6 SPGM > VID 3 VID 29 PLO > BEN 1p 4 RROA LA A 7.- 9 locos 4E .7 B "4 HS 8SPGF. .4 V r, A (n)_ TV rp) ._J2ALR 1 HS > < 5 PLO < R 3 VIPT 5 EAUC I ACRR 4 MAA 3 IFCOSA NAME JUP-TYP 1 BENC • Q> > C/) 20 COSK 0 00 0 4 CO w n3 2 MAA E 2 MAA I BENC 4 COSA U) 0 0 COSK oo o 1 BENC 0- v) CL RAIN GARDEN #2 CAO-TYP ACRR 3 PLO 7 VID RFG 10 BETC 3 PLO 10 PEAH t SEASONAL COLOR V RUCE-TYP 3BEIC 101, AH RFG a V`1 P,61 NAK 2 VID 8 COSA 2BENC -12 MAA 5 COSK BEN 4 RROA RAIN GARDEN #3 p locos r, A (n)_ TV rp) ._J2ALR 3 COSA I ACRR 5 COSK 3 SPD 3VI F 0 5 1020 40 80 SCALE: 1"=20'-O" S T&y 279 David lDougheiq E-4 OREGON 4PE . Agtic Civil Engineer I 4-a cu U. 0 0 0" 0 >� 4_0 0 C :3 +n 0 0 (1) CU U_j ) co 4— b) CL 05 Date: 08105/16 Drawn By: LS Checked By: DJD Submission: Site Review Revisions I IL I I 0 I AF 1k 0 a NORTH Ll MU DLA INC. COPYRIGHT 2011 Q> > C/) 0 w n3 CIO E E U) 0 0 :2 oo o 0- v) CL 4-a cu U. 0 0 0" 0 >� 4_0 0 C :3 +n 0 0 (1) CU U_j ) co 4— b) CL 05 Date: 08105/16 Drawn By: LS Checked By: DJD Submission: Site Review Revisions I IL I I 0 I AF 1k 0 a NORTH Ll MU DLA INC. COPYRIGHT 2011 STORMWATER PLANT SCHEDULE - RAIN GARDEN #1 3195 SF TRFF.q - 1F RPOHIRFn ALR 7 Alnus rubra I Red Alder 1.5" cal. I Matching, FRLA 17 1 Fraxinus latifoila I Oregon Ash 1.5" cal. I Matching, full, B&B LARGE SHRUBS - 64 REQUIRED CES 42 Ceanothus sanguineus Oregon Redstem Ceanothus 5 gal. matching, full COSA 5 Cornus sericea 'Alba' Alba Red -Osier Dogwood 3 gal. matching, full COSI 17 Cornus sencea'lsanti' Isanti Red -Osier Dogwood 3 gal. matching, full RIS 4 Ribes sangulneum Red flowering Currant 3 gal. matching, full SPD 17 1 Spiraea douglasii Western spiraea 13 gal. I matching, full SMALL SHRUBS / LARGE GRASS -LIKE PLANTS - 128 REQUIRED COSK 67 1 Cornus sericea 'Kelsey!' =Dwarf Dogwood 1 gal. matching, full MAN 166 1 Mahonia nervosa Long Leaf Mahonia I 1 gal. full CAD 12" o.c. ICarexdensa Dense Sedge 4" pot matching, full CAO 12" o.c. ICarexobnupta I Slough Sedge 4" pot I matching, full STORMWATER PLANT SCHEDULE - RAIN GARDEN #2 704 SF TREES - 4 REQUIRED ALR 3 Alnus rubra =Red 1.5" cal. Matching, BENC 13 1 Betula nigra'Cully' Heritage Birch 8' ht. I multi -stem, full, B&B LARGE SHRUBS - 14 REQUIRED COSA 115 1 Cornus sericea 'Alba' Alba Red -Osier Dogwood 3 gal. matching, full MAA 113 1 Mahonia auquifolium Oregon Grape 15 gaL I matching, full SMALL SHRUBS / LARGE GRASS -LIKE PLANTS - 28 REQUIRED COSK 131 1 Cornus sericea 'Kelsey!' Dwarf Redtwig Dogwood 11 gal. matching, full GROUNDCOVER CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full JUP jiwo.c. 1juncuspatens Spreading Rush I B.R. plugs multi -stem, full, B&B STORMWATER PLANT SCHEDULE - RAIN GARDEN #3 636 SF TREES - 3 REQUIRED ALR 3 Alnus rubra Red Alder 1.5" cal. Matching, BENC 3 Betula nigra 'Cutty' Heritage Birch 8' ht. multi -stem, full, B&B LARGE SHRUBS -13 REQUIRED COSA 6 Cornus sericea 'Alba' Alba Red -Osier Dogwood 3 gal. matching, full MAA 14 Mahonia auquifolium Oregon Grape 5 gal. matching, full SPD 3 Spiraea douglasi! Western spiraea 3 gal. matching, full SMALL SHRUBS / LARGE GRASS -LIKE PLANTS - 25 REQUIRED COSK 130 1 Cornus sericea 'Kelsey!' Dwarf Redtwig Dogwood 1 gal. matching, full GROUNDCOVER GAO 12" o.c. Icarexobnupta Slough Sedge 4" pot I matching, full JUP 18" o.c. 1juncuspatens Spreading Rush B.R. plugs Matching, full, B&B STORMWATER PLANT SCHEDULE - RAIN GARDEN #4 2654 SF TREES - 14 REQUIRED ALR 6 Ainus rubra Alder 1.5" cal. Matching, FRLA 19 1 Fraxinus latifolia Oregon Ash 1.5" cal. Matching, full, B&B "TA : el ao■FOU".-fI a6_14�Em�� COSA 13 Comus sericea 'Alba' Alba Red -Osier Dogwood 3 gaL matching, full COSI 14 Cornus sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full RIS 9 Ribes sangulneum Red flowering Currant 3 gal. matching, full SPD 17 Spiraea douglasii Western spiraea 3 gal. matching, full SMALL SHRUBS / LARGE GRASS -LIKE PLANTS - 106 REQUIRED COSK 47 Cornus sericea 'Kelseyi' Dwarf Redtwig Dogwood 1 gaL matching, full MAN 159 Mahonia nervosa Long Leaf Mahonia 1 gal. Ifull GROUNDCOVER CAD 12" o.c. lCarexdensa =Dense 4" pot matching, full CAO 12" o.c. Icarexobnupta I Slough Sedge 4" pot matching, full PLANT SCHEDULE KEY QTY. I BOTANICAL NAME ICOMMON NAME MIN. SIZE COMMENTS TREES ACC - Acer circinatum Vine Maple 6' ht. multi -stem, B&B ACRR - Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. CECF - Cercis canadensis'Forest Pansy' Forest Pansy Redbud 8' ht. single stem, B&B, matching, full COSE - Cornus'EddWs White Wonder' White Wonder Dogwood 1.5" cal. single stem, B&B, matching, full CUL - X Cupressocyparis'Leylandii' Lelandi Cypress 8' ht. Matching, full, B&B FROA - Fraxinus oxycarpa'Auraeafolia' Golden Desert Ash 2" cal. Matching, full, B&B SES - Sequoia sempervirens Coastal Redwood 6' ht. Matching, full, B&B TPH Thuja plicata 'Hogan' Hogan Red Cedar 8' ht. 1 Matching, full, B&B ZSVG - Zelkova serrata 'Village Green' I Village Green Zelkova 2" cal. Matching, limbed up to approx. 6 ft. AUC - Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full BETC - Berberis thunbergii 'Crimson Pygmy' Dwarf Japanese Barberry 3 gal. matching, full CES - Ceanothus sanguineus Oregon Redstem Ceanothus 5 gal. matching, full DO - Daphne odora Winter Daphne 3 gal. matching, full EUAC - Euonymus alata'Compacta' Compact Burning Bush 3 gal matching, full FOG Fother iiia ardenii Dwarf Fother ilia 3 gal. full HS - Hibiscus syriacus Rose of Sharon 4' ht. -matching, matching, full PFF Pleris 'Forest Flame' Forest Flame Pieds 5 gal. matching, full PLO Prunus laurocerasus'Otto Lu ken' Otto Lu ken English Laurel 5 gal. matching, full PLMV - Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 3 gal. matchinci, full RHU - Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full SPGM - Spiraea japonica 'Goldmound' Goldmound Spiraea 3 gal. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full V1PT - Viburnum plicatum tomentosum Double File Viburnum 3' ht. 1 matching, full GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS COSK - Cornus sericea 'Kelseyi' Dwarf Redtwig Dogwood 2 gal matching, full LAM - Lavendula angustifolia'Munstead' English Lavender 1 gal. matching, full NAK - Narcissus 'King Alfred' King Alfred Daffodil bulb large PEAR Pennisetum alopercuroides'Hammein' Hameln Fountain Grass 2 gal. matching, full RFG Rudbeckia fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" O.C. RUCE - Rubus calycinoides'Emerald Carpet Emerald Carpet Rubus 0 imatching, full LANDSCAPE GUIDELINES A. SOIL PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15-5-10-10 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8-10" MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CRUMBLY COMPOSITION AND IS NOT COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. RAIN GARDENS 1. GROWING MEDIUM TO BE (SAND/LOAM/COMPOST) 3 WAY MIX (18" MIN DEPTH) FORMULATED TO COMPLY WITH CITY STORMWATER SOIL STANDARDS. THE APPROVED SELECTED PRODUCT TO BE USED IS THE WATER QUALITY MIX' FROM LANE FOREST. PLEASE PROVIDE ONE QUART SAMPLES TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE SPECIFIED DEPTH OF TOPSOIL OVER TILLED SUBGRADE. 4. PROVIDE V DEPTH OF 3/8" ROUND NO.4 PEA GRAVEL MULCH OVERALL RAIN GARDENS. MULCH TO BE FREE FROM FINES OR OTHER DELETERIOUS SUBSTANCES AND SHREDDED FIR BARK MULCH TO BE ADDED ON SIDE SLOPES. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. C. SEEDING 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. 3. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. IRRIGATION SYSTEM DESCRIPTION 1. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 5. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. 7. SYSTEM WILL BE SUFFICIENT TO ENSURE ESTABLISHMENT OF STORMWATER TREATMENT AREA PLANTINGS PRIOR TO INTRODUCTION OF STORMWATER FLOWS. GENERAL NOTES 1. PLANTINGS AS DESIGNED ARE INTENDED TO MEET SPECIFIC REQUIREMENTS, NO SUBSTITUTIONS OR SIZE CHANGES PERMITTED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 2. STREET TREES ALONG LAURA STREET WERE SELECTED FROM THE CITY OF SPRINGFIELD LIST OF TREE SPECIES APPROVED FOR USE BENEATH POWERLINES. 3. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO THE FOLLOWING INSPECTIONS - SEE SPECIFICATIONS: - PLANT BED AND LAWN SUB BASE / EXCAVATION - FINISHED GRADING AT LAWNS AND PLANT BEDS - PLANT MATERIAL ON-SITE INSPECTION - PLANT MATERIAL LAYOUT REVIEW 4. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. VERIFY ACTUAL QUANTITIES ON PLAN. 5. SEE SHEET L1.0 FOR LANDSCAPE MASTER PLAN. C to � <U U GUY WIRE I ®� PLANTING 501L 5UB GRADE ` COMPACTED TOP501L (BELOW ROOT 5ALL5 ONLY) NOTE MARK NORTH 51DE OF TREE AT NUR5ERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREAS SECTION DOUGHERTY 5PAGIN6 "D" ROW "A" LANDSCAPE 5TAKE5 A5 5PECIFIED - EVENLY 5PAGED (2) EACH ORNAMENTAL/CONIFER TREE ARCHITECTS (3) EACH 5HADE TREE 6" O.G. REMOVE ALL BINDIN65 474 Willamette Street REMOVE BURLAP FROM TOP 1/3 Suite 305 OF ROOT BALL Eugene, Oregon 97401 MULCH A5 5PEGIFIED (2" CLEAR AT TRUNK) P 541.683.5803 10.4" F 541.683.8183 CONCRETE WALK OR CURB www.DLAdesign.com PLANTING 501L 5UB GRADE ` COMPACTED TOP501L (BELOW ROOT 5ALL5 ONLY) NOTE MARK NORTH 51DE OF TREE AT NUR5ERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREAS SECTION ADJACENT BUILDIN6 OR EDGE OF PLANT BED Q a s s,� ¢U7r �Ge 5PAGIN6 "D" ROW "A" 5PAGIN6 "D" ROW "A" toQ3: 2.6" 18" O.G. 0 6" O.G. REMOVE ALL BINDIN65 t -I- _ 20.8" AND BURLAP FROM ENTIRE ROOT BALL Q 30" O.G. 26.0" LU LL. 10.4" MULCH A5 5PECIFIED (2" z 15" O.G. CLEAR AT TRUNK) 45" O.G. 41.5" 1 (5R0UNVC,01/ER 5PAGING DIA&RAM 0 PLANTING 501L WITH 5PECIFIED FERTILIZER AND AMENDMENT5 M �zui© z COMPACTED TOPSOIL -51 - - - -- - - - - I (BELOW ROOT 5ALL5 ONLY) 5CARIFIED SUB -GRADE 2 X ROOTBALL DIAMETER - MIN. 2 TYPICAL 5HRU8 PLANTING L1.1 5EGTION 5CALE: 1/2" = 1'-0" ADJACENT BUILDIN6 OR EDGE OF PLANT BED Q a s s,� ¢U7r �Ge 5PAGIN6 "D" ROW "A" 5PAGIN6 "D" ROW "A" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" 0. C. 20.8" 9" O.G. 7.8" 30" O.G. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" O.G. 13.0" 45" O.G. 41.5" 1 (5R0UNVC,01/ER 5PAGING DIA&RAM PLAN NT5 N WA k"i L U01 WA A I DWTIO� V I �Wj 0 5 10 20 40 80 SCALE: 1 "=20'-0" 50ALE: 1/2" = 1'-0" DIST 279 t-+ David J. Doughe OREGON ti Opp Ag Civil Engineer Date: 08/05/16 Drawn By: LS Checked By: DJD Submission: Site Review Revisions IAI L 1■ DLA INC. COPYRIGHT 2011 I- CD E �Oo W N . O" Of o ",0 0 ��vo 0 M �zui© z �Qo Date: 08/05/16 Drawn By: LS Checked By: DJD Submission: Site Review Revisions IAI L 1■ DLA INC. COPYRIGHT 2011 OFFICE FI -44-1 OFFICE Fl -4-51 OFFICE Fl -4-61 PATIO LONG-TERM SECURED BIKE PARKING TRASH & RECYCLE SURVEY STOR. D6 117 BOOT CLEAN L ROOF OVIEERNAMG ------------------- L- — — — — — — — — — — — — — — — — — -j GARAGE FLOOR PLAN 5-1ro 5Q. FT. SCALE: 1/4" = V-0" I 0 m SW ............ OFFICE F-1-1-51 CONFERENCE 1481 F1-4-9� k 0 11WO F1-21-1 F1-2-21 123 AF--1 c) c) MEN Fl -207 LOCKERS F1191 ,,SHO OPEN OFFICE 21,292 SQ. FT. FF 7"l- 1F, TFCONF. 111111111111111 11 q I.T. CLOSET Fl -2-8-1 ELECTRICAL Fl -27-1 OFFICE 1-1-1-1 11 171-101 HALL CONFERENCE STOR, 1-3-81 1-4-1- 1-17 F1 39 0 WO N F-91 12 133 1 LOBBY JAN. 1-341 Fl -32-1 131M MEN CONFERENCE 136 1 — —FOLDING PARTITION — — — — — — — — — CONFERENCE Fl -3-5-1 WAITING 102 1 ......... . ... ........... . ...... S .......... . ......... .................. A j it AP i j ........... OPEN OFFICE -4-2-1 .... '-7 Fl TFCONF. 111111111111111 11 q I.T. CLOSET Fl -2-8-1 ELECTRICAL Fl -27-1 OFFICE 1-1-1-1 11 171-101 HALL CONFERENCE STOR, 1-3-81 1-4-1- 1-17 F1 39 0 WO N F-91 12 133 1 LOBBY JAN. 1-341 Fl -32-1 131M MEN CONFERENCE 136 1 — —FOLDING PARTITION — — — — — — — — — CONFERENCE Fl -3-5-1 WAITING 102 1 CONF. OFFICE 1-08-1 107 1 OFFICE 106 1 SHORT-TERM BIKE PARKING 'STAPLE' or HOOP RA 03 SI`04UR 101 I -7 OFFICE Fl -04-1 OFFICE F -10 -fl -SCALE: lka" = V-0" � oofl %Wi RCHRECTURE Pc 500 VALLEY RIVER DR. SUITE 220 EUGENE, OR 97401 541.342.6511 oMce@aqarchitects.com SITE REVIE APPLICATION D AA jLT4 A ID P. NE NE N ORE 0 NOT for CATRU, IRevisions: Lu zQq ULJ r. Z CLU0 UJI Lu - Lj LLJ _j Z W c) W 0000 00 c\i LLI z 0 0 i H w c C) C) 00 Date: 862016 File: ODOT Drawn: 0i Job: 1525 FLOOR PLAN �9 I� of �5 A Idd& AUG, 0 8 20116 a, ......... . ... ........... . ...... .................. j it AP i j '-7 OPEN OFFICE 103 33333 r� fsF CONF. OFFICE 1-08-1 107 1 OFFICE 106 1 SHORT-TERM BIKE PARKING 'STAPLE' or HOOP RA 03 SI`04UR 101 I -7 OFFICE Fl -04-1 OFFICE F -10 -fl -SCALE: lka" = V-0" � oofl %Wi RCHRECTURE Pc 500 VALLEY RIVER DR. SUITE 220 EUGENE, OR 97401 541.342.6511 oMce@aqarchitects.com SITE REVIE APPLICATION D AA jLT4 A ID P. NE NE N ORE 0 NOT for CATRU, IRevisions: Lu zQq ULJ r. Z CLU0 UJI Lu - Lj LLJ _j Z W c) W 0000 00 c\i LLI z 0 0 i H w c C) C) 00 Date: 862016 File: ODOT Drawn: 0i Job: 1525 FLOOR PLAN �9 I� of �5 A Idd& AUG, 0 8 20116 a, mg POWDER COATED STEEL PIPE 2 -'1/1 Il WITH BOLT FLANGES FOR SURFACE MOUNT BIKE RACK I)'I'AI Y��ii4I ibY LONG-TERM SNORT -TERM SEE PL .4N SCALE: P = 1'-m" ..................... .... .... .............. ..... ........ _..... _...... � r WEST ELEV. SCALE: I/a" = 1'-0" i i SCALE: '/a" = 1'-0" SOUTH ELEV. SCALE: '/a" = 1'-oll SCALE: '/a" = 1'-011 _ff1t D111111% 9 11, D.S. IMIND11-4 SOUTH ELEVAT SCALE: I/a° = 1'-0" SCALE: Iia" = 1'-0" [SECURED BIKE PARKING i PROVIDE LAP SIDING [ENCLOSURE OMIT STUCCO D.S. NVEST ELEVATION SCALE: �'i8" 1'-0" � I --------:------_- -s------ - - _- ---- I 1' .111 ijll� SCALE:: '/a" = 1'-0" CEILING CEILING fitp, (,Ogg 5`4,C, avl(A M�t'w i V1 SITE AWJ ARCHITECTURE Pc 1500 VALLEY RIVER DR. SUITE 220 EUGENE, OR 91401 541.342.6511 oMce@aoarchitects.com V APPLICATION NOT for C SECURED B1KE PARKA Revisions: Date: 81112016 File: ODOT Drawn: D j Job: 1525 ELEVATIONS U 2 5116 A601 t Uuj H Q o W z uj rn CL U Lu O —� W �Z U ® w o UJ = zr7l N t1J Date: 81112016 File: ODOT Drawn: D j Job: 1525 ELEVATIONS U 2 5116 A601 t < X v V X ----------------- +o.i, + io.:�O.A.gro.go.'&� X 10 -d.4 .2, o: o. 9.. 0.1 offs= 61.ifro. lbTd.T0.10.10.20. 0. 0.� 3 . O.io O.MoA'O.3ro. "0.4.4,4 . �Odb. ,(dADtd.;W"96 A. 4" �olododo �b . 2 OWAAAA0. 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