Loading...
HomeMy WebLinkAboutPlan, Final APPLICANT 1/18/2022< EXISTING WATER LINE`° SIDEWALK - ( I CLOSED _~_ �. X20 _~ H2O H2 OZH OZH OZH /20 X TREET LIGHT G I I iI EXISTING T---G-MW-PR SURE �3 ,�. I SIDEWALK I SODIUM LIGHT ON I CLOSED SUB POLE � s GAS �,.. s I EX STR LIG '�. 60.00 I DEAD END „ _ R/W I -Sr LOT 9 ' E I TING WATER LINE ' A TL 500 lei EXISTING GAS LINE I I 10.00' I - 10.00 Cs� - 0.x''"`w. � •. �"' ""- r' I ""� 4001, s .'A f~nom cUiQ EX STREET LDR-� d ° B I '° . CEXISTING SIDEWALK • EX STREET LIGHT RAMP I OEX STRFFT HT 22' WIDE I GRAVEL ' � ! •• STOP � ROAD ' - SIGN I VISION CLEARANCE b EXISTING WATER LINE ��,, - TRIANGLE I o 5.00' • L o. I o f ,� ---------- - SIDEWALK,--- I-DR iDEWALK -� I- ,. I - ----- - LOT 8 STORM TIE-IN ---- _ 12" FL = 476.30 I^ I I (SEE NOTE 11) 0 I I� LOT 8 < _._..m� I EX. 6' CF AIN HAMMER INDUSTRIAL PARK I I I _ LIN FEN EI TL 400 >STRELIH W I MAP #17-02-30 44 II / �.� 1 FINAL SITE REVIEW 40th Street Mini Warehouse S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.M.M. TAX LOT 4009 300 caQitir_riri n i nrir (`(111AITY nR17rnti FRANCHISE UTILITY PROVIDERS: ELECTRIC: SUB WATER: TELEPHONE: CABLE: C ENTU RYLI N K C 0 M CAST NATURAL GAS: I NW NATURAL GAS I I I I • APPLICANT / OWNER I I I OAKWAY GOLF INC & LULU, L.L.C. L 4200I I � P.U.E. I :•: 1 BOXHAMMER I I I f - LOT 8 SANITARY TIE-IN III EUGENE, OR. 97402 -- - sv0 _ 6" FL = 468.66 I �^ I PHONE. (541) 683-1166 .I "1 I I (SEE NOTE 11) EXIS ING HY fN.T I PROJECT ENGINEER A&O ENGINEERING LLC ®� 380 Q STREET, STE 200 __ �, � I �..__�._ �.MT_._ �...�.Mx_ •. �� -I- SSPRINGFIELD, OREGON 97477 ' I I STR ET L GHT PHONE: (541) 302-9790 IL, 4-300 I I I ARCHITECT LPDR1I RODD HANSEN ARCHITECT, LLC I . I I € I 1551 OAK ST. EUGENE, OREGON 97401 f PHONE: (541) 687-7800 l ' II vtI 111 LOT 7 I , VICINITY MAP NTS SHEET INDEX: C-1.0 SITE ASSESSMENT PLAN C-2.0 SITE DEVELOPMENT PLAN C-3.0 SITE GRADING &PAVING PLAN NORTH C-3.1 SITE GRADING &PAVING PLAN SOUTH � C-4.0 DRAINAGE PLAN C-5.0 UTILITY PLAN C-6.0 CIVIL DETAILS C-6.1 CIVIL DETAILS C-6.2 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 SCALE 1 = LEGEND --•--•--•- EXISTING CATCH BASIN EXISTING BOUNDARY CID EXISTING STREET LIGHT ADJACENT PROPERTIES EXISTING UNDERGROUND ELECTRIC [� EXISTING CURB LINE EXISTING TELEPHONE PEDESTAL x EXISTING FENCE 8"W U EXISTING WATER MAIN PROPOSED WATER METER k� EXISTING WATER METER cd PROPOSED WASTEWATER MANHOLE EXISTING WATER VALVE PROPOSED STORM LINE EXISTING FIRE HYDRANT __.._.8"WW CO EXISTING WASTEWATER SYSTEM PROPOSED CURB INLET U EXISTING CLEANOUT ST 24"SD - o EXISTING STORM DRAINAGE SYSTEM I III o wL PARK I NOTES: HAMMER INDUSTRIA I I LOT 7 SANITARY TIE-IN a� I 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN 1 TL 300 6 FL = 4T�.34 qa1- -1vtAP #17-02-30 44 (SEE NOTE 11) AN AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. . 4401_ I I .;. III -2. PROPERTY. IS ZONED HEAVY I . ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL ( HI ) I I INDUSTRIAL (HI) EXCEPT THE WESTERN PROPERTY BOUNDARY WHICH BORDERS A LOW DENSITY R LDR I I � •• Ex GHT ESIDENTIAL ZONE. LOT 7 STORM TIE -1N F., 12" FL = 475.85 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. `� (SEE NOTE 11) . :' 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 SHARED ASPHALT ENTRANCE ' �!E T THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = r I( I I 10.00 DELTA OF THE CURB RETURN A 5 YEAR TIME OF I TRAVEL ZONE PER P.U.E. 482.22. NVGD 1988 DATUM. - -�-- WELLHEAD PROTECTION r d• ! AREA MAP ; • -f °�. _ .� _..� _ _.:.... . •.. r : THEN ST TD FACILITY IS LOCATED AT 42ND AND MAIN. � .. ....� ... _..._.. .._.___.....V . � 5 EARS L I; Al dl.d• A. �' "'` .;,�'"•` • c I 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. cu €L 0 f �- EX. 6 CHAIN .. � _.wjj-, ! • ( 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. ' v LINK FENCE 4 I LOT ... �, 11 X z �x E STRE L! HT 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. ,� I v�o� Hf w z =, 62.001 LD I U R/W ,43 4) M � o €? m - - OF ss W z , • 9. THE PROPOSED LOT IS LOCATED INSIDE THE 2 5 YEAR TIME OF TRAVEL ZONE AND 5 10 YEAR TIME I I ,�.I #7 0 0 4. QZW 1 o o 1 TRAVEL ZONE FOR DRINKING WATER PROTECTION. ARAMARK40. 0 I I PROAW Y ) 10. EXISTING STREET LIGHTS ON THESE STREETS ARE CITY OF SPRINGFIELD DECORATIVE STREET LIGHTS. I EXISTING HYDRANT < BUILDING I _ 0I 1 € 1 = I • [ 11. EXISTING ELEVATIONS TAKEN FROM AS -BUILT DATA. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY 10 ELEVATIONS PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. SITE REVIEW PLAN SET ?I ®NOT FOR CONSTRUCTION® PAVED AREA . SIDEWALK - 41 PLANTER STRIP lll 41 EXISTING ENTRANCE ACCESS EASEMENT EXISTING CATCH BASIN co P4 EXISTING CURB INLET CID EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC [� EXISTING TRANSFORMER oz 0 EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE --- ----2"G - - EXISTING GAS MAIN U EXISTING GAS VALVE ❑w PROPOSED WATER METER k� PROPOSED WASTEWATER LINE 8"WW cd PROPOSED WASTEWATER MANHOLE Q PROPOSED WASTEWATER CLEANOUT PROPOSED STORM LINE 12"ST Q PROPOSED STORM MANHOLE CO PROPOSED STORM CLEANOUT 13 PROPOSED CURB INLET PAVED AREA . SIDEWALK - 41 PLANTER STRIP lll 41 EXISTING ENTRANCE ACCESS EASEMENT 11 z 0 V 1 co P4 LUI CID O W oz 0 0 a U �a k� cd a�� �+ UA a o o0owx.� �•� rn a Q) r7 W OO 0 U o o cn 11 z 0 V 1 co P4 LUI z.) vJ O W 11 z 0 V 1 z.) vJ O a U `IJ w �C� Q) r7 OO 0 U o o cn W � E-mq O � N o x w d ccnn W ' z Q Q 11 z 0 V 1 a N r7 OO 0 U o o cn CN Q o z U p a N o x w d ccnn W ' z Q Q Q z � Q � a w > � 11 z 0 V 1 0 �S U) CHAINLIN FENCE b PROPOSED svo G AS A GAS -LOAS S GA A A p A, ul)~ » LOT 9 HI ...... TL 500 6- UUNTINUOU SCREENING «»» '««~ »4 .7 j% " PROPOSED ALONG ENTIR WEST PROPER _11 4001 LINE «»»« "o - A 3 FT PEDESTRIAN ACCESS I -DR 44 •GATE CHAIN LINK PROPOSED STORMWATER PLANTER 24! WIDE SLIDING GATE 0 PROPOSED 6' .0- CHAINLINK FENCE > CHAIN LINK 14000 WON FENCE GATE V-) SHORT TERM BIKE PARKING c) wvvvvv N-1 1400 C) vvvvvvvv [1 vvvvvvvv L ETAIL SHEET C-6.0 4 vvvv SEE D vvvvvvvv C:) 10.00' PUE C4 vvvvvvvvvvvvvvvv C) vvvvv vv vv i ILOR AND SETBACK u� vvvvvv vvvv VV2 > ADA PARKING SIGN. vvvvvvv vvvvvv PROP 69 vvvvvvvvvvvvv vvvvvvvvvvvvvv vvvvvvvvvvvvv I K SEE SHEET C-6.0. -,-VVVVVVVVVVVVVV m: CHA vvvvvvvvvvvvvvvv CD ENCE W1 SLATS 10.00' -A �FOR SCREIfNTNG c� A C) CD • A BLDG #3 10.00 - 6� . . •. 7 C) A ZLI jjj 11.40 GROSS FLOOR AREA: A 10,038 SQ.FT. > ROOF AREA: TRASH ENCLOSURE PER I 11,634 SQ.FT. ARCHITECTURAL PLANS. 45.00 BLDG #4 GROSS FLOOR AREA:3' MANGATE FOR FIRE ACCESS WITH FrE: 482.00' 4,635 SQ.FT. 11.30 xi l ROOF AREA: FIRE DEPARTMENT LOCK Al 4 TL200 V, I 6,099 SQ.FT- 4 4 J 3 FFE: 482.00' 7771 sv 0 N, ss m mm LDS NNW "mom m Now A. O• + b Lo CIL -(D _c) A _6 Ile)s C) - 1. " I C! - C) - iG 00 > (o ui• C4 TL 4300 Qj CHAIN UNK MAN XTE LDR z OMNI T < 7 0 cf) E 17BAC C-)il IL TY AK1r%ATC7 FOR I I ER FIRE ACCESS WITH ITZ FIRE DEPARTMENT LOCK 41 BLDG #2 GROSS -FLOOR AREA: 1 11 77 TRASH ENCLOSURE PE 9,269 SQ.FT. -4 > . I ROOF AREA: ARCHITECTURAL PLANS. BLDG #1 10,731 SQ.FT. 10.83 A GROSS FLOOR AREA: 46.60' FFE's 482.00' 10,240 SQ -FT. k. :4 ROOF AREA: 11.50 TI 4411 0 1 11,964 SQ.FT- FFE 481.80' ADA PARKING SIGN. f- Im - I' SEE SHEET C-5.0. M LINK 11811GATE LEDR Al _6 C) CHAIN LINK D MAN GATE C) CD o6 ' U-) _6 C) 20WIDE c6i.- ! C) C:)C�6 ? Lq SLIDING GATE t6 Lo 00 A 4* A A. 4 -4 v- . ..... Rol! .. .. . .......... — - - - - - 7 is 4A x �A • j v V � A A .:A 333.53 A A 1� -z' A • A .1 1 v 11�z TL 4500 1 1 1 1 EXISTING 6' uj ZR_ CHAINLINK FENCE LOT 6 nCLu t 85 :'' X 62.00", co HI < 8 R/W LI` DI R Ti 200 -02-30 MAP #17 1 4-4 z: uj V) ARA�IARI� BUILDING < 3 � • SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION SCALE I "30' 30'0 30'60 LEGEND z 0 95, C-4 SITE DATA: En ADJACENT PROPERTIES z cd 01 EXISTING CURB LINE <= 4g 0 en •V.I LANDSCAPE AREA = 13,916 SQ. Fr. (12%) x — x EXISTING FENCE IMPERVIOUS NON—ROOF AREA = 62,397 SQ. FT. (53%) NOTES:8 low C EXISTING WATER MAIN ROOF AREA = 40,428 SQ. FT. (35%) 1. SEE ARCHITECTURAL PLANS FOR LONG TERM GROSS FLOOR AREA 34,182 SQ. FT. 0 EXISTING WATER METER REQUIRED PARKING: BICYCLE PARKING LOCATION. i0o SCALE I "30' 6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION PAVED AREA SIDEWALK \11Nt, NV * NV 'IV 1& 11 PLANTER STRIP EXISTING ENTRANCE EASEMENT • EXISTING STREET TREE 30'0 30'60 LEGEND EXISTING BOUNDARY SITE DATA: ADJACENT PROPERTIES TOTAL SITE AREA 116,741 SQ. FT. (2.68 AC) EXISTING CURB LINE TOTAL IMPERVIOUS AREA = 102,825 SQ. FT. (2.36 AC) LANDSCAPE AREA = 13,916 SQ. Fr. (12%) x — x EXISTING FENCE IMPERVIOUS NON—ROOF AREA = 62,397 SQ. FT. (53%) NOTES:8 low EXISTING WATER MAIN ROOF AREA = 40,428 SQ. FT. (35%) 1. SEE ARCHITECTURAL PLANS FOR LONG TERM GROSS FLOOR AREA 34,182 SQ. FT. 0 EXISTING WATER METER REQUIRED PARKING: BICYCLE PARKING LOCATION. m TOTAL REQUIRED = 35 (1 PER 1000 S.F.) 2. SEE ARCHITECTURAL PLANS FOR ROOF OVERHANG V) C14 EXISTING WATER VALVE TOTAL PROVIDED = 53 SPACES WIDTHS. HANDICAP SPACES REQUIRED = 3 3. THE NEAREST LTD TRANSIT LOCATION IS AT 42ND [W] EXISTING FIRE HYDRANT HANDICAP SPACES PROVIDED = 3 AND MAIN STREET. 4. 3FT ACCESS GATE ADJACENT FROM FIRE HYDRANT Atm�—b"WW k)�? — EXISTING WASTEWATER SYSTEM BICYCLE PARKING REQUIRED= 12 (1 PER 3,000 S.F.) INSTALL FIRE DEPARTMENT LOCK LONG TERM= 9 SPACE (LOCATED INSIDE BUILDING) 5. SHORT TERM BIKE PARKING DETAIL SEE SHEET EXISTING CLEANOUT SHORT TERM= 3 SPACES C-5.0. SPACE REQUIREMENT IS MET. 6. WALL PACK LOCATIONS HAVE BEEN ADDED. /1-111 (S�24"SD _..W..EXISTING STORM DRAINAGE SYSTEM CUT = 4,760 C.Y. 7. A 3 FT PEDESTRIAN MAIN GATE IS LOCATED AT Q z FILL = 7,006 C.Y. THE KATHRYN AVENUE PEDESTRIAN ACCESS POINT. EXISTING CATCH BASIN EXISTING CURB INLET WELLHEAD PROTECTION CONSTRUCTION NOTES: EXISTING STREET LIGHT 1. THE DEVELOPMENT FALLS IN THE 5 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO m PROPOSED STREET LIGHT DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD DEVELOPMENT CODE SECTION 3.3-200. _UGE— EXISTING UNDERGROUND ELECTRIC 2. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNERS ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS EXISTING TRANSFORMER PROPOSED FOR USE ON—SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE OC75 EXISTING TELEPHONE PEDESTAL (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DENSE NON—AQUEOUS PHASE LIQUIDS OR 0 DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION —PHN— > EXISTING TELEPHONE LINE COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR —2"G EXISTING GAS MAIN DNAPLS. W 3. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN—UP EXISTING GAS VALVE MATERIALS DISPOSED OFF—SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ PROPOSED WATER METER REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 8 PROPOSED WASTEWATER LINE 4. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE PROPOSED WASTEWATER MANHOLE RESPONSIBLE FOR,THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS AND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF PROPOSED WASTEWATER CLEANOUT CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. 12 JIST_ PROPOSED STORM LINE ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 5. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT PROPOSED STORM MANHOLE FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A (D PROPOSED STORM CLEANOUT DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE CNI OR 4ZTnPH WATER DRAINAGE SYSTEM 0 PROPOSED CURB INLET 6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION PAVED AREA SIDEWALK \11Nt, NV * NV 'IV 1& 11 PLANTER STRIP EXISTING ENTRANCE EASEMENT • EXISTING STREET TREE J z 0 0-0 M :m C) 0 0 04 Lol m m V) C14 cl-i 0 �' Q z 0 m > u Z Z OC75 0 > W u W J z 0 0-0 .°a 482.33 TC ., . . . . . . . . . xi . ZJ ---------- lid N IBJ f I V ASPHALT CONCRETE CONC CONCRETE CB CATCH BASIN S SLOPE TC TOP OF CURB O EXISTING WATER METER H EXISTING WATER VALVE EXISTING FIRE HYDRANT .------8"WW 64. 1� EXISTING CLEANOUT ST 24"SD - -- EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN biD EXISTING CURB INLET EXISTING STREET LIGHT �UGE------ EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE --- 2"G EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER PROPOSED WASTEWATER LINE 8"WW # PAVING NOTES.- 2. OTES:2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-6.0. 5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-6.0. 15. CONST 4" AC OVER 12" 3/4"-0" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-6.0. 41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST 6" REINFORCED CONCRETE OVER 4" CRUSHED ROCK. 3500 PSI CONCRETE WITH #4 REBARS @ 12" O.C. MAXIMUM JOINT SPACING TO BE 12 FEET. 90. PAINT LOADING ZONE AREA PER DETAIL. REFER TO SHEET C-6.0 FOR DETAILS. 91. PAINT VAN ACCESSIBLE PARKING SPACE AND AISLE AS PER DETAIL. REFER TO SHEET C-6.0. 92. PAINT 4" WHITE STRIPING. 101. INSTALL POLE MOUNTED VAN ACCESSIBLE PARKING SIGN. M x A N 479.93 480.42, I Po R .481.91'.'.'48b.5 -O' CONC ro CONC CONC CONC S=3.40%� 481.98 480.52 CONC i } CONC o 5.00 0 479.95 5.00 481.98 CONC 2/r481.91 C !n l I) CONC{ I�480.44 CONC cn - .. 481.91 CONC ADA RAMP GRADING DETAIL NORTH N.T.S. A ' 1 111 a "- W" M AC ASPHALT CONCRETE CONC CONCRETE CB CATCH BASIN S SLOPE TC TOP OF CURB GRADE BREAK FLOW DIRECTION ADA LANDING ADA RAMP LEGEND --•--•--•— EXISTING BOUNDARY ADJACENT PROPERTIES EXISTING CURB LINE x EXISTING FENCE 8"W — EXISTING WATER MAIN O EXISTING WATER METER H EXISTING WATER VALVE EXISTING FIRE HYDRANT .------8"WW EXISTING WASTEWATER -SYSTEM 1� EXISTING CLEANOUT ST 24"SD - -- EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN biD EXISTING CURB INLET EXISTING STREET LIGHT �UGE------ EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE --- 2"G EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER PROPOSED WASTEWATER LINE 8"WW PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT PROPOSED STORM LINE 1211ST D PROPOSED STORM MANHOLE O PROPOSED STORM CLEANOUT 13 PROPOSED CURB INLET PAVED AREA .. : a a:` , a '• ';: ,' SIDEWALK ,t PLANTER STRIP 4. EXISTING CONCRETE ENTRANCE o • . EXISTING STREET TREE C7 W v, O � O • H W O 0 as 1� biD 0 CL Q eCy 0 n cn � �A n 0 0 92 Lo W 0 O to bjD v, O � O O 0 as 1� biD 0 C) r, 0 0 92 Lo 0 In to bjD as N v 1 � bjD z W Q 0 0 C) r, 0 0 N Lo 0 In to N z W Q o Q w Q Q Q a � # PAVING NOTES: 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-6.0. 5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-6.0. 15, CONST 4" AC OVER 12" 3/4"-0" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-6.0. 41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST 6" REINFORCED CONCRETE OVER 4" CRUSHED ROCK. 3500 PSI CONCRETE WITH #4 REBARS @ 12" O.C. MAXIMUM JOINT SPACING TO BE 12 FEET. 91. PAINT VAN ACCESSIBLE PARKING SPACE AND AISLE AS PER DETAIL. REFER TO SHEET C-6.0. 92. PAINT 4" WHITE STRIPING. 101. INSTALL POLE MOUNTED VAN ACCESSIBLE PARKING SIGN. i 482.17 TC 481.67 AC' i I F kl x 482.26 TC # w 481.76 AC I k GRADING LEGEND: AC ASPHALT CONCRETE CONC CONCRETE CB CATCH BASIN S SLOPE TC TOP OF CURB ---------- GRADE BREAK FLOW DIRECTION I ADA LANDING °° ADA RAMP 11 200 MAP #17-02-30 44 ADA RAMP GRADING DETAIL SOUTH N.T.S. 481.48 CONC/AC TRENCH DRAIN FL=477.78 O\ o o6 481.78 CONC 477.78 CONC (DROP) 4 481.48 CONC/AC I I I 1 aA. - J u 481.71 EXISTING 481.71 0 foo-� ,�, CONC FENCE w °° CONC WATER MAIN a 19 EXISTING WATER METER bA EXISTING WATER VALVE o EXISTING m 4 481.71 EXISTING WASTEWATER SYSTEM 92 bn EXISTING CLEANOUT ST 24"SD CONC EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN bm EXISTING CURB INLET W , z 5.00' STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC 481.78 0 TRANSFORMER bm 11 EXISTING CONC 14 , - a 480.34 92 as cn °° CONC I 480.41 m 480.28 CONC CONC 480.29 480.41 a CONC I CONC o o480.34 r� m 4 a CONC 5.00 ►� ST 481.78 481.71 I CONC I CONC ° 481.71 �) :� CONC • , � ` .. _ , � , . 4 . �. ; � -IR 481.71 CONC a. ADA RAMP GRADING DETAIL SOUTH N.T.S. 481.48 CONC/AC TRENCH DRAIN FL=477.78 O\ o o6 481.78 CONC 477.78 CONC (DROP) 4 481.48 CONC/AC I I I I I BOUNDARY - J u 481.78 CONC 477.78 CONC (DROP) SAN CB 4 xl_ GRATE=477.64 TRUCK DOCK GRADING DETAIL N.T.S. LEGEND ---•--•--•- H EXISTING BOUNDARY H ADJACENT PROPERTIES EXISTING CURB LINE 0 foo-� EXISTING FENCE 8"W -- EXISTING WATER MAIN a 19 EXISTING WATER METER bA EXISTING WATER VALVE o EXISTING FIRE HYDRANT W 8"WW _....... EXISTING WASTEWATER SYSTEM 92 bn EXISTING CLEANOUT ST 24"SD - - EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN bm EXISTING CURB INLET W , z EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER bm v1 EXISTING TELEPHONE PEDESTAL - PHN EXISTING TELEPHONE LINE -- -----2"G - EXISTING GAS MAIN EXISTING GAS VALVE. ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE 0 PROPOSED WASTEWATER MANHOLE Q PROPOSED WASTEWATER CLEANOUT 12 "ST PROPOSED STORM LINE PROPOSED STORM MANHOLE 0 PROPOSED STORM CLEANOUT 1 PROPOSED CURB INLET PAVED AREA :. _�::�• SIDEWALK PLANTER STRIP EXISTING CONCRETE ENTRANCE 0 0 EXISTING STREET TREE H H � W 0 foo-� a� as a 19 bA o 0 W CD n 92 bn 0 N U) C/) crDO p 0 as bz o 0 CD n 92 bn 0 N U) 0 to bm z w o N o w W , z A z W Q w w y as bm v1 � c� 92 as O 0 o 0 CD n 0 N U) 0 to N Np - z w o N o w W , z A z W Q w w y STORM STRUCTURE TABLE 36"X36" STORM ST CB #1 ST CB #5 ST CB #9 PUMP BASIN #1 6" FL=476.19 6" FL=478.56 6" FL=477.35 12" FL IN (S)=475.50 SUMP=474.69 SUMP=477.06 SUMP=475.85 8" FL OUT(N)=476.30 GRATE=480.21 GRATE=480.75 GRATE=480.79 SUMP=473.80 ST 24"SD EXISTING STORM DRAINAGE SYSTEM w GRATE=481.00 ST CB #2 ST CB #6 ST CB #10 EXISTING STREET LIGHT 6" FL -476.76 6" FL -478.19 6" FL -477.74 PUMP BASIN # SUMP=475.26 SUMP=476.69 SUMP=476.24 12" FL IN (S)=475.50 GRATE=480.71 GRATE=480.80 GRATE=480.59 8" FL OUT(N)=476,30 ® PROPOSED WATER METER 8"WW SUMP=473.80 ST CB #3 ST CB #7 ST CB #11 GRATE=481.00 6" FL=477.39 6" FL=478.05 6" FL=477.84 PROPOSED STORM MANHOLE SUMP=475.89 SUMP=476.55 SUMP=476.34 SAN CB #1 GRATE=480.86 GRATE=480.65 GRATE=480.78 6" FL=476.23 SUMP=474.73 ST CB #4 ST CB #8 GRATE=477.23 6" FL=477.26 6" FL=477.72 SUMP=475.76 SUMP=476.22 GRATE=480.83 GRATE=481.03 (D ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE GENERAL NOTE 1. 412. CONST SAND COLLECTOR CATCH BASIN W/FLOGARD FILTER AS PER DETAIL. REFER TO SHEET C-6.2. 444. CONST STORMWATER PLANTER AS PER DETAIL. REFER TO SHEET C-6.2. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 474. CONST 2" PRESSURE LINE. 476. CONST 4" STORM DRAIN PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 477a. CONST 6" SOCK WRAPPED PVC D3034 PERFORATED PIPE WITH RUBBER GASKET JOINTS. LAY FLAT IN ROCK CHAMBER. 477. CONST 6" PVC D3034 STORM DRAIN PIPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 478. CONST 8" PVC D3034 STORM DRAIN PIPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, PVC D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 481. CONST 12" STORM DRAIN PIPE, PVC D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 482. CONST ROCK SPLASH PAD. .. ...... . r . oc..p.K.x.. .. .� I eax.. T CB 11 412 LDR I 450 u u. n a n •: •: � I . m I I ST CB #10 412 I 450 I 477 17 LF ` u PU S=0.50% . n 6 LF . 477 412 151 LF I I 477 S=0.50% 141 LF 477 L 4000 I, a a; S=0.50% 450 a S=0.50% 450 ~~ :: Q.aA._. . , .. .� 6"ST 6"ST F LDS. 450 450 476 46 LF 3 > . S=0.50% S I x 476 149 LF� H I S-0.50% ` 67 LF : I A_ I 81 LF 450 _ f W BUILDING #3 476 .1 11. 1 4- 450 S=0.5C ¢ S=0.50% I . ,f F �.- 6 LFA 4) • 476 S:=0.50%116 LF a 151 LF f 476 I ( 1 476 = 412 ST B 8 S=0,50% S 0.50% 450 81 LF s 476 BUILDIN le L 4200 ( 450 �:...'� S=0.50% STCLiZ<412 20 LF cn 450 _ _0.5 SVS S' i' LR aI `y L 477 3 LF 69 LF S=0.50% 450 S=0.50% 477 N a H TEL _ � � TEL � _ _ _ ST CB 6 TEL 412 T TEL - » 477 7 LF _� m 6 ST ' S=0.50% 450 450 „ 80 LF IL 43010 1 ... 6 ST 6 ST 477 I S=0.50% I . 450 85 LF 31 LF a a A A ILDRI 477 S=0.50% . ` A 44 LF a ` ; S=0.50% 476 .. A S=0.50 0 477 co 7 $p ' j A I 450 450 450 117 I LF 138 LF _ 4 476 S- 0.50% I S=0.50% SEE LOADING DOCK a A l DETAIL ON THIS SHEET 1 p 481 134 LF N BUILDING 2 S=0.50% PUMP BASIN 2 .0.z s 412 TL 4401 I u _ BUILI bi 118 LF 450 ST CB 4 450 S=0.50% 476 �' 412 L, 477 450 y. =0 50% 450 4 LDa ; ry µ-i C14 .me r'....c..... j m• 477 81 LF 476 24 LF "_��Aa �.�.� - _ _ - .x °x 450 S-0.50% S-0.50% 450 I I . DS=0.50%69 LF »ST12"ST 13 LF ST CB 2 - O 477 I . a 412 S=0.50% ST CB k4l 2450 x ...:"•. b . . . . . . :.. . . t a A • ` LOT 6 Hl TL 200 MAP #17-02-30 44 4.00' I I 12" WIDE STORM TRENCH DRAIN PER DETAIL ON SHEET C-6.0. - SANITARY CATCH 2" PRESSURE 14.00' BASIN LINE TO CONNECT TO BASIN, 23 LF LOADING DOCK DRAINAGE DETAIL N.T.S. STORM RUNOFF TREATMENT ]off S.F. 36"X36" STORM DESTINATION CATC H BAS I N 36,285 PER DETAIL ON STORM PLANTER SHEET C-6.0. 31,246 28.80 MECH. FILTER 6"ST 40,837 1 LF � STORM STUB (NO TREATMENT) EXISTING WASTEWATER SYSTEM g j3 � I i. 1777f-3 3 3 i 4.00' I I 12" WIDE STORM TRENCH DRAIN PER DETAIL ON SHEET C-6.0. - SANITARY CATCH 2" PRESSURE 14.00' BASIN LINE TO CONNECT TO BASIN, 23 LF LOADING DOCK DRAINAGE DETAIL N.T.S. 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) � I �II �f I -' GENERAL NOTES; 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. EX Cl 4 I ONE CALL 811. I I 10" FL IN (N)=476.02 I 12" FL IN (S)=476.12 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERALS AND VERIFY, IN I 12" FL OUT (E)=475.99 COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION, LOCATION AND I TC=478.99 SIZE PRIOR TO CONSTRUCTION. < - EXST MH 1 10» FL IN (E)=475.68 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS. 16 LF477 12" FL IN (W)=475.68 CABLE - COMCAST S=0.50% 118" FL OUT (S)=475.68 ELECTRIC - SUB EX RIM ELEV.=479.08 GAS - NORTHWEST NATURAL 12 ST WATER - SUB • it . �� � PHONE CENTURYLINK a 482 p W _ .A' ooII o o `al � 4. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE PRELIMINARY AND NOT TO BE �° IIIIIIIIIIIIII USED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY vv vvvvvv • v °°°°° vvv PROVIDERS FOR UTILITY CONNECTIONS. I Pvvvvvvvvv IIvvvvvvvvvv PII9vIIIIIIIIIIIIII °' 444 vvvvvvvvvvv 4vvvvv°°v Y•t I 5. FLOOR DRAINS TO BE INSTALLED IN EACH UNIT JUST INSIDE OVERHEAD DOORS. ST 477.00 -- .IV 6. DOWNSPOUT LOCATIONS TO BE FINALIZED DURING BUILDING PERMIT PROCESS. 7.ALL PRIVATE PIPING TO MEET REQUIREMENTS OF OREGON STATE PLUMBING i I SPECIALTY CODE, CURRENT EDITION. ' 8. MECHANICAL FILTER CATCH BASINS TO INCLUDE FOSSIL FILTER � :• e � � INSERTS PER • 39: DETAIL ON SHEET C-6.0. 450 •00r .I- 9. BUILDINGS ARE NOT PROPOSED TO BE FIRE SPRINKLED. •' - :: I 10. POST -CONSTRUCTION PEAK FLOW LEAVING SITE IS DESIGNED TO BE EQUAL OR • LESS THAN DESIGN RATES ESTABLISHED DURING J.P. HAMMER INDUSTRIAL SUBDIVISION PROJECT. 477: O Qd =OT 7 (1.27 CFS) + Q&a (1.27 CFS) = QAuowED (2.54 CFS) A . y4 yGA S_ 11. 53.6% OF NON -ROOF IMPERVIOUS AREA ROUTED TO VEGETATED TREATMENT I •• FACILITY. A • - 12. CONTRACTOR SHALL POTHOLE EXISTING STORMWATER LATERALS AND VERIFY IN 412 °r° COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION, LOCATION AND SIZE . '• . 00 PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. ALL EXISTING ELEVATIONS SHOWN I:x .4 ARE I � TAKEN FROM AS -BUILT DATA AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. I _ 13. ALL NEW UTILITIES TO SERVE THE DEVELOPMENT ARE PROPOSED TO BE PLACED as UNDERGROUND. A e a . •• 14. PROPOSED STORMWATER PLANTER SHALL BE FULLY VEGETATED AS SHOWN IN THE A 1 PROVIDED LANDSCAPING PLAN WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO aA 4. APPROVAL OF FINAL SITE INSPECTION. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET THE APPLICANT SHALL PROVIDE AND MAINTAIN THE EROSION CONTROL MEASURES I I AS REQUIRED IN THE LDAP FOR THIS SITE UNTIL SUCH TIME AS THE SWALE Fx qT mN) VEGETATION BECOMES FULLY ESTABLISHED. EX 12"ST 11 ST CB #1 LEGEND --•---•--•- EXISTING BOUNDARY O ADJACENT PROPERTIES EXISTING CURB LINE . EXISTING FENCE -- H2O -- - -- EXISTING WATER MAIN � U EXISTING WATER METER EXISTING WATER VALVE w� EXISTING FIRE HYDRANT WW-----8"WW EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT ST 24"SD EXISTING STORM DRAINAGE SYSTEM w EXISTING CATCH BASIN • � Y EXISTING CURB INLET M EXISTING STREET LIGHT UGE----"--'- EXISTING UNDERGROUND ELECTRIC W EXISTING TRANSFORMER 0 EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE - "s --- - OAS EXISTING GAS MAIN E W EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE C PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE PROPOSED STORM MANHOLE O PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PAVED AREA CONCRETE SIDEWALK 4 w O O ,w� CCID o . �z o ��� ' � U o , w O o w� w�� 0'o GCS w 00 a, =t> • � Y :m M N bn cam 'czs � I � W 0 Q Q ' cJ � p w o a N 0 w Q u E W z r; Q W fY1 W w O O ,w� CCID o p c N W O 0 N O � O GCS � :m M N bn cam 'czs � I � � 0 • as Q ' cJ � p w o a N 0 w Q u E W z r; Q W fY1 W w `fJ C) _+_�l UD �1 N 0 r r :m M o n 0 0 0 C-4 N r w A p w o a N 0 w Q u E W z r; Q W fY1 W w SLATTED FENCE. ( it FOR BACKFLOW q - I SCREENING svo 519 - '` GA' GAS GA [{j A IRRIGATION 511ETER .9 .. .... . �� LOT ..m. m.b.ma . • T 500 R.`a •. I > C51 I . ... . 0 1 400 1 0 51 ..• 102 LF -500 .. a .• • • •••,: � � DR -... - - 0 HAA. o EL 4000 1 1 �.a ��r. a H � .. " "� a^AFa^ .. aq :rte -r ... 173 LF 502 a " o j A„�, ,+ f;, 6, _.,.ry 3•,•. •A fu4« o w n vvvvvvvvv vv ® O OE} . 250 vvvvvvvvv vvvov -C prop np a%r,# 4 w vvvvvvvvvvvvvvvvvvv vvvLDRi0l I 3 Isvv ®PaA �- 333 x VV Vvvvvvvvvvvvvvvvvvvvvvvv xz - . 6 �� a vvvvvvvvvvvvvv 40 LF - vvvvvvvvvvvvv . 4 . 520 I • vvvvvvvvvvvvvv .alp S-0.50% A . a a 281 vvvvvvvvvvvvvvp ' - • vvvvvvvvvvvvvvvo vvvvvvvvvvvvvvv SLATTED FENCE . a F a A•ahRQaxuq.xa . x � • " r• FOR BACKFLOW j J �. . F ... a SCREENING m I 11 LF .. 4 J, loll 6„WW � ���� 6„W1N ;�- � �Nr �; ; � �. ..•:~-�-� , "•��; �" ' i pgA Cpl 250 `� £ :: r� LF 502 173 LF co - 51 1 { 56 .� ZQ 20 LF S=0.50% [�281 250 r ' ZQ 0 . a p 281 S=0.50% 6'WW n 20 LF1 0 � `gin £ � .� -4 >E."� 1281S-0.50% • 51 ?`a`4 SPLLF f 250 EX WW MH#2 FL IN (W)=468.35 5 " �^^^-- .^`•'"."" s Y 4� ;;?,...r,,.w;r,,.,...,....•" •' •'3 �..,.....,,.....,e ,,.,.,,.: •i� • ' c , ' �` 3 " Ln �- 8 FL IN (S)=468.25 y . M 8" FL OUT (NE)=468.13 6"WW A7 209 °' �� .,�. 10% > 250 281 157 LF 502 S=0.50% � u m TL 430 .. . �� IDDM L' a £„ .>-- � i �• ,.,,""r s �,,,,e...., $ ,. ¢ .� .o. , , ,yax�..�..;.r. �„ 'a � .e + 250 35 LF 502 N . a ( 11 LF 280 M. 31 LF m S=0.50 502 ,i •: °) •. • z 250 a 2 LF .° a 6"W t �.; .. `: SAN CB 1 2 1 . A I 6"WW... AC 477.23 212 " �: .50 6 WW 250. ........ >�: 13 LF 502 209TIL 440 12 LF . .. 281. 5=0.50% .- •� � 50 LF 281 S 9 LF 0.50% 281 6 LF � e • .:. S=0.50% 281 3 41 LF 500 250 S=0.50% LDS .I 6 250 519 µ . N 611WW R IRRIG TION 182 LF 281 250 ' 1 1 METE''' a S=0.50% I 179 LF 500 ' 46 LF 511 Cp r. F ,•'t�Q�.�:a,i .,44,• ...�•'..id: ,,f`. ••,i • ` A a a H ,. ,, w . A ,. . . ., a . . • .. ,r, .. .. 'f•a ri:.` `1•` a -' d , ` x °• F I ~. - rt� r d i 15 LF �.. 511 500 • : f �: a /A. 114500 19 LOT 1 H f Uu'R T, 200 p ARAMAD V BUILDING . jo SITE REVIEW PLAN SET x -NOT FOR CONSTRUCTION<1 D WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 218. CONST 6" PVC SDR 35 GASKET JOINT 45• ELBOW. 219. CONST 4"X4"X4" PVC SDR 35 WYE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 221. CONST 6"X6"X6"X6" PVC SDR 35 GASKET JOINT DOUBLE WYE WITH GASKET JOINTS AND TRACER WIRE. 222. CONST 6"X6"X6" PVC SDR 35 WYE WITH GASKET JOINTS AND TRACER WIRE. 223. CONST 6"X6"X4" PVC SDR 35 GASKET JOINT COMBO WYE AND 1/8 BEND. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL. REFER TO SHEET C-6.0. 252. CONST WASTEWATER AREA DRAIN. 280. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 281. CONST 6" ABS DWV WASTEWATER PIPE WITH WELD SOLVENT AND TRACER WIRE. # WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 502. CONST 6" DUCTILE IRON WATER LINE 506. INSTALL PVC SCHEDULE 40 TEE FITTING SOLVENT WELD. 507. INSTALL 45' ELBOW PVC SCHEDULE 40 SOLVENT WELD. 508. INSTALL 99 ELBOW PVC SCHEDULE 40 SOLVENT WELD. 509. INSTALL 6"MJ X 2"FLG X 6"MJ WYE. 510. INSTALL 6"MJ X 6"FLG X 6" MJ TEE. 511. CONST 3/4 " WATER METER. 513. CONST 6" WATER VALVE. 519. CONST 3/4" RPBA BACKFLOW DEVICE WITH HOT BOX ENCLOSURE PER DETAIL. REFER TO SHEET -C7. 520. CONST 6" DOUBLE DETECTOR CHECK BACKFLOW DEVICE WITH BYPASS METER. ENCLOSURE TO BE DESIGNED BY ARCHITECT. 536. CONST MODEL S3 WOODFORD BACKFLOW PROTECTED SANITARY YARD HYDRANT WITH FREEZE PROTECTION PER DETAIL. REFER TO SHEET C9. 550. CONST FIRE HYDRANT WITH STORZ ADAPTER ON STEAMER PORT PER DETAIL SHEET C7. .GAS 12" MIN PHONE N DIRECT BURY OR GREY DUCT ELECTRIC ABLE OFF WHITE JOINT UTILITY TRENCH DETAIL NTS CONCRETE SIDEWALK .•..: O W o SCALE 1,' 30' ,30' 0 30' 60' LEGEND C7z -�•--.•---•- EXISTING BOUNDARY O ADJACENT PROPERTIES EXISTING CURB LINE x EXISTING FENCE -- H2O -- - EXISTING WATER MAIN EXISTING WATER METER g EXISTING WATER VALVE EXISTING FIRE HYDRANT -----8"WW _ _ EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT ST 24"SD ----- EXISTING STORM DRAINAGE SYSTEM W EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER NL0m EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE -GAS -•------- GAS � � - �- EXISTING GAS MAIN (n EXISTING GAS VALVE mw PROPOSED WATER METER g"you PROPOSED WASTEWATER LINE 0 PROPOSED WASTEWATER MANHOLE cQ PROPOSED WASTEWATER CLEANOUT 1219ST PROPOSED STORM LINE Q PROPOSED STORM MANHOLE 0 PROPOSED STORM CLEANOUT 1 PROPOSED CURB INLET aW 1.1 PAVED AREA CONCRETE SIDEWALK .•..: z O W o • H E, ci � � v3 C7z 4 �Lul O � O W HQ� ej Cs Q0 V g o O � 00 bJJ W 0 NL0m z o co a z e8 4 gzzzz�a v3 4 �Lul O � O z o co 0 O � O Cs Q0 04 NL0m as (n N Q0 N as 1 N O z 0 04 NL0m (n N N O N 0 ; Q Q U Z Z Ga Boa >. z 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2 CRUSHED ROCK. TOPSOIL MATERIAL LANDSCAPE AS PER PLANS � AN! XTRUDED CONDRETE CURB CLASS 3000 - 112' 6' CONCRETE, AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY, X/I 6# 61 SURFACE AS PER PLANS C C B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXTRUDED CONCRETE CURB DETAIL_ N.T.S. SITE REVIEW PLAN SET -.NOT FOR CONSTRUCTION- 5.5 I-ollfy Al. 4 4/1 cif Z' 4"PVC— TRAP 8"ROUND GRATE DRAIN—RITE W/ 4 OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO, BE PROVIDED FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. O 4"PVC WASTE MAZ I WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN= N.T.S. 21 SEE WHEEL STOP DETAIL THIS SHEET 4" WHITE STRIPE BICYCLE PARKING DETAIL NITS /6 BLUE BACKGROUND c! 9 DISABLED PAkING DETAIL NTS I - -4d ') "` No 1 2 00 *3 1 20' 4" WHITE STRIP ACCESS AISLE[ —r-4" WHITE PAVEMENT STENCIL —4" WHITE BORDER NG NTS 21 SEE WHEEL Sl DETAIL THIS SI 4" WHITE VAN ACCESSIBLE DISABLED PARKING DETAIL NTS WHITE STRIPES 4" WHITE PAVEMENT TENCIL 4 01 WHITE BORDER 41-8" DISABLED PERSON PAVEMENT MARKING NTS M c) BICYCLE PARKING DETAIL NITS /6 BLUE BACKGROUND c! 9 DISABLED PAkING DETAIL NTS I - -4d ') "` No 1 2 00 *3 1 20' 4" WHITE STRIP ACCESS AISLE[ —r-4" WHITE PAVEMENT STENCIL —4" WHITE BORDER NG NTS 21 SEE WHEEL Sl DETAIL THIS SI 4" WHITE VAN ACCESSIBLE DISABLED PARKING DETAIL NTS WHITE STRIPES 4" WHITE PAVEMENT TENCIL 4 01 WHITE BORDER 41-8" DISABLED PERSON PAVEMENT MARKING NTS M M M C) po 0 0 I C14 LO m m (n � C14 CN A 0 z W 0 a � u cn � � Z Q Z cn Q SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION- ommom � mwv= iff A.ATT loov Im l.,, ..: W� -W _ , LEID P. T ". 'TAU r- 'LED Area Lum- ZVOUR RMUMV BPACWM..;,AXA CONORM t- 15,1 0., r- => _'AWCB=`ARZ.'SUPPLMD­� M:: 101CLjosuitL INOT: SHOVK E-ArT r AMS &SF ,ri 14. �=Gf_ (OP7 ON8 R3 [7B] DRAW POST iilTE#�t:5 ix C70R.-FMCOMMENDIM.SLA R SM ADD D. TO n 0, j z,7 q V=OR IDNEIMM Ant XOKRML� ME. mal".. Im bow*" A'Acm ft balmimm a wmc=A' m)"m i DrayX" ice' *trw[hat-i»otw�ri late Wires :R fAmAss I W_ TV. i�6 na Q m%M. �_ rqvcLmcw twumolf t --cl .— _ omm" rQAI'l < LEID •Eel d- r- 'LED Area Lum- NOTT t- 15,1 0., r- => at E-ArT r AMS &SF ,ri "R iilTE#�t:5 ix _A_ n 0, j z,7 q C) 04 ME. di -v Ira -r-kacx.'alrq j.hb ductiton CONSTRUCTION: Wires 0 u c/) i�6 na Q tit _Vf 6'_5 ft ..;ffn 'IC.at:lo S 4, I th 0 r:app -;& KMLS, op e1't Ory n) n" y Tc, rqbiq '-': LED '1�t t h9y n, '44=2 AX r d ff4 4 t Q11, 't. 2 a,j_�� "j ;' 0 A :. F :77 �,j e'L hO R P PURf 3$ MAJ., lr�it eld a . ypicaen" ig1l: in ap- .In15 h I A R. 6t .. 6d -1121 E-1-1 omm" rQAI'l < 00 •Eel d- r- r NOTT t- 15,1 0., r- => at E-ArT r AMS &SF ,ri "R iilTE#�t:5 ix _A_ n 0, j z,7 q C) 04 ME. di -v Ira -r-kacx.'alrq CONSTRUCTION: . 0 z u 0 C4 a4 0 u c/) 171: Q tit E d 4, Tc, �xAow. xf '7 '44=2 AX r d ff4 4 Q11, 't. 2 a,j_�� "j ;' 0 A :. F :77 �,j 1p, r R P PURf ............ ...... lr�it eld A R. it .. 6d -1121 E-1-1 ?Q omm" rQAI'l 4.63 - < 00 •Eel d- r- r 489 z t- 15,1 0., r- => at E-ArT r AMS &SF ,ri iilTE#�t:5 ix _A_ n 0, j z,7 q C) 04 4.63 - 2" WATER SERVICE LINE TO INDIVIDUAL LOT . REDUCED PRESSURE BACKFLOW ASSEMBLY HOT BOX CONCRETE SLAB PUBLIC UTILITIES EASEMENT LINE CONNECT TO CONSUMER—SIDE OF WATER METER TAP. WATER SERVICE LINE, WATER METER BOXZ METER BOX, AND METER INSTALLED BY S.U.B. 2.31' II HOT BOX/BACKFLOW DETAIL NTS RUED.: A < 00 •Eel d- r- r 489 z 2" WATER SERVICE LINE TO INDIVIDUAL LOT . REDUCED PRESSURE BACKFLOW ASSEMBLY HOT BOX CONCRETE SLAB PUBLIC UTILITIES EASEMENT LINE CONNECT TO CONSUMER—SIDE OF WATER METER TAP. WATER SERVICE LINE, WATER METER BOXZ METER BOX, AND METER INSTALLED BY S.U.B. 2.31' II HOT BOX/BACKFLOW DETAIL NTS RUED.: A VL z 0 0-4 c/) .. ........... ...... •Eel er a t 6 m t� r r- 489 z t- 15,1 0., r- => E-ArT r AMS &SF ,ri iilTE#�t:5 ix _A_ n 0, j z,7 q C) 04 u 00 Aq en con 0.4 rA CONSTRUCTION: . 0 z u 0 C4 a4 0 u c/) 171: Q F 71 il .ker m AX r d ff4 4 Q11, 't. 2 a,j_�� "j ;' 0 A :. F :77 �,j 4.A VL z 0 0-4 c/) N •Eel r- 489 z t- 15,1 0., r- => Z C> fa cn CY C) 04 u 00 Aq en con 0.4 rA C14 C14 N. . 0 z u 0 C4 a4 0 u c/) VL z 0 0-4 c/) N co VL z 0 0-4 c/) C) 04 K) V) C14 C14 N. . 0 z u 0 C4 a4 0 u c/) VL z 0 0-4 c/) ►IATPU CVICTIAV% PDA11C LANDSCAPE BLOCK RETAINING WALL PAVING PER PLAN 8" INLET 1-1/2" CLEAN —� �— 30 MIL POND LINER ROUND ROCK STORM PLANTER SECTION A -A DETAIL ROCK CHAMBER FULLY NTS ENCLOSED IN FILTER FABRIC LANDSCAPE BLOCK MATCH EXISTING GRADE RETAINING WALL PAVING PER LANDSCAPE PLAN RETAINING WALL CAP BOTTOM (FL) OF PLANTER �� �, ��------------------- (ZONE A)=477.00. .. ..� `'°'\1`� 0.25' f / \11 11 �� �\ \~`. \ 18", GROWING `�� �' � .,MEDIUM, < CONNECT TO DRAINAGE 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 SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION - 4" SOCK WRAPPED <PERF PIPE ' 25.5' 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC 30 MIL POND LINER STORM PLANTER SECTION B -B DETAIL NTS cnl In i In CATCH BASIN W/PUMP �1 NTS KI w 1.50 -.50 0.00 477.00 475.50 75.40 1 fE ELECTRICAL SERVICE BOX IN 'ENT PLANTER COORDINATE ECTRICIAN. SEE ELECTRICAL PLAN POWER AND WIRING DETAIL TO I 'IPE FL 0, GRAVITY FE CONNECTION VC SWING CHECK VALVE �L PORTION OF PIPE TO KFLOW OF STORMWATER PVC PRESSURE 4E TIE INTO GRAVITY 'E IN -STRUCTURE �TERPROOF BOX FOR ELECTRICAL >NDUIT ROUTE CABLE TO IRFACE 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 GR 22 SERIES DISCHARGE GUIDE RAIL SYSTEM W/2" DISCHARGE OR EQUIVALENT NOTE: 1. PLACE SPS20 SUBMERSIBLE PUMP SCREEN OR EQUIVALENT AROUND PUMP 41 FLOGARD TM /,—FILTER INSERT (MODEL FGP-24F8) BIKE PROOF, HEAVY TRAFFICDUTY GRATE SUPPORTS O H20 LOADS,�"►WOVEN MESH FILTER BODY ,,—NEOPRENE GASKET ...... `` OT: PLAN VIEW SIGH FLOW BOX P13RIC TED FROM 41" SQUARE BYPASS 10 O.A. MATERIAL SILT & DEBRIS 12 j Z_-VOWAINMENT AREA 'FRAME DATE: '1111912020 SCALE: NONE Gibson Steel Basins, Inc. 7040 Arrowsmith St. x'50.) 484 -.72 00 or 0 � 674-8096 Visit us at. www.gibsonateelbasins.com BST J990 Email us ab salea0gibsousteelbasins.com C08,16ma N. y f c�� vis , 15 r : A, rAl �1}'�71 •�-�j� (jt ?j11111�I:.'v;li T. STRAP r I 'ORI'EN t i_L I1'1• .-11. k I Ll♦�p�: .:.I !�2I ,� 1<.�c �:�, li s'S•'. I. .I.� .`•tS �! Y. f: ��..�i � f24" x42" 6"0 UTLET SAND GLLECTOl BATCH BA.IN D1G"ff PROD. MAN, DGUG p DWN. PAUL ESQ�LE Nohr Gib�an Steel, Basins C. FJ` -+� 8- r5 24:7 4�; V ' 5#,, 1 e, e e t7r :974,01 bh f.541I 68,7 � ' fair X44 O t7.7' NOTES: 1. ONLY INSTALL FLODGARD FILTER INSERTS IN CATCH BASINS NOT ROUTED TO STORM PLANTER. 2. BOX FABRICATED FROM 10 GA. MATERIAL N N W W T�' ", 5 7' Alit) FIL'1 ER IIS L1 ' 0 E­�_ L v , BOA WAFROM, x � D M V) (TWO STRES.. Ot I'LL`' t_ t.t�rac. IR 11 a7,fiT} T rt DU Ti AF AM N I.T`fi.F'Y IP3ta"FX'TF kL1' 1t L nfirr��tC P���•�.O,yC��+�= i �y ll' i t �'ti 3i.'� it„a �•. � W � 1 � 3 3.�til �I�� S 7:.ti.ti 1 �: C"CC�#`i'.`tfCb1H'N1` lil:Ol1`C_l s1J`t: �}lI►` J.I'I �. rl . :1 �� t( pp��/p�� .'i' .t.L'.2: L4.1�1'LDS' N. y f c�� vis , 15 r : A, rAl �1}'�71 •�-�j� (jt ?j11111�I:.'v;li T. STRAP r I 'ORI'EN t i_L I1'1• .-11. k I Ll♦�p�: .:.I !�2I ,� 1<.�c �:�, li s'S•'. I. .I.� .`•tS �! Y. f: ��..�i � f24" x42" 6"0 UTLET SAND GLLECTOl BATCH BA.IN D1G"ff PROD. MAN, DGUG p DWN. PAUL ESQ�LE Nohr Gib�an Steel, Basins C. FJ` -+� 8- r5 24:7 4�; V ' 5#,, 1 e, e e t7r :974,01 bh f.541I 68,7 � ' fair X44 O t7.7' NOTES: 1. ONLY INSTALL FLODGARD FILTER INSERTS IN CATCH BASINS NOT ROUTED TO STORM PLANTER. 2. BOX FABRICATED FROM 10 GA. MATERIAL N N W W ch 0 � � D M V) N 0 V_ z o w A w w w w w u w ch PLANT LIST (FOR PARKING STRIPS) SYMBOL QTY. TREES AR 12 BOTANICAL NAME COMMON NAME ACER RUBRUM RED MAPLE SIZE SPACING 2" Col. As Shown SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME 5 Gal. As Shown HH 16 Ilex Crenato 'Helleri' Helleri Holly 24 Prunus Laurocerasus 'Mount Vernon 5 Gal. As Shown EL Mount Vernon English Laurel 784 TOTAL RAIN GARDEN GROUNDCOVER. PLANT 1 GAL POTS AT 12" ON CENTER IN A TRIANGULAR PATTERN. 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 8FT. SITE REVIEW PLAN SET NOT FOR CONSTRUCTION- SITE PLANTING PLAN 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. ALL LANDSCAPE AREAS ON PERIMETER OF PROPERTY PROPOSED TO BE LAWN (10,719 SF). 8. STORMWATER PLANTER TO BE TOPPED WITH 3" RIVER ROCK 9. 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. 10. BECAUSE OF CONSTRICTION COMPACTION OF SOIL, COMPLETELY CLEAN AREA OF CONSTRUCTION DEBRIS AND HEAVILY AMEND SHRUB BEDS WITH A THREE TO SIX INCH LAYER OF COMPOST. TILL ENTIRE AREA TO A DEPTH OF 12" 11. SPECIAL CARE SHOULD BE TAKEN BEFORE PLANTING TREES. EXCAVATE AREA TO A DEPTH OF 24" AND TWICE THE SIZE OF THE ROOT BALL. HEAVILY AMEND SITE WITH COMPOST. SEEDED LAWN INCH CLEAN RIVER ROCK A < N7 N7 N7 N7 N7 N7 0 7pppT-7 A/- V N7 V —7 GROUND COVER. ppppppp PER TABLE 17 17 17 17 V V 17 17 17 ABOVE v 17 v v v v v 17 v v v v v v v V 171717 v v v v v v v v V 17 17 17 V 17 17 17 AlA. AA v 17 V 17 17 '7 N7 N7 V V V N7 V V V V V 17 17 17 V 17 V 17 17 V 17 v v v v v v v v v v v 1717` A, At Ae. %& > F & h �& �& m A& T---1 I- I& I AL T AI & STORMWATER PLANTER PLANTING PLAN SCALE: 1 "=5' CID r. o zo o�,�� ............. 0O woo. bA gz Q) ado4 UA : ra-- °r°,raisaxa M O bD -eel C) o � ............. 0O r-� Q) bD C) 4� 0 C3 cl� Q0 r Q.) � m V) o �- ............. C) c*4 � m V) 0 z > W4 U z z 4< 1:4 U CL4 cf) WALL TYPES Fol - 1. METAL SIDING AS SELECTED 1/211 CDX RAMP PLY.WD. (REFER TO STRUCTURAL) 2x6 ON. 5 STUD WALL * Iroll O.C. ON 21m0ll CONCRETE CURS / 1116" 055 E > 2. METAL SIDING AS SELECTED / 1/211 crx PLY.WD. / 2x6 STUD WALL 6 Iro" O.C. (R-21 15ATT INSUL.) (2x4 FURRED WALL w/3 1/211 POLY -150 RIGID INSULATION TO RUN FULL HEIGHT OF CONCRETE CURS (R-21 BATT INSULATION IN 2x CAVITY (REFER TO IB/AIJ FOR DETAIL / 5/6" TYPE "X" GYP. 15D. (M.R. TYPE "X" GYP.5D, 15EHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE ftyp.) (U.N.O.) A6.2 3. 1/1611 065 / 2x& STUD WALL a Iro"O.C. / 1116ll 065 4. 5/6" TYPE "X" GYP. 15D. (M.R. TYPE "X" GYP. 15D. 15EHIND ALL WATER FIXTURES TO EXTEND 2' 5EYOND THE FIXTURE (typ.) U-O.N.) / 2x6 STUD WALL -9 Iro I' O.0 / 1/1611 0615 E7. METAL SIDING AS SELECTED / 1/2" CDX PLY.WD. (REFER TO STRUCTURAL / 2x6 STUD WALL 0 Iro" O.C. 1/16" 055 142 20'-2 3/4" I 20 201-23/411 i 20'-2 3/4" 51 151-2 /411 9-3 1/4" 1 1'-2 3/4" 11-2.3/411 V-3 1/411 3/4"13'-8 3/411. 131-31/411 PIMP lk I % 04 04 LINIT� 1011 102 WALL TYPES elcont.) 6. 5/6" TYPE "X11 GYP. 50. (M.R. TYPE i1xil GYP. 5015EHIND ALL WATER FIXTURES TO EXTEND �, 5EYOND THE FIXTURE ftyp.) U.O.N.) / 2c6 STUD WALL -9 16" O.0 / 5/6" TYPE 11X" GYP. 50, (M.R. TYPE xi GYP. 50. SEH ND ALL WATER FIXTURES TO EXTEND', 5EYOND THE FIXTURE ftyp.) U.O.N.) � 1. METAL SIDING AS SELECTED / 1/211 COX PLYMO. / 2x& STUD WALL 6 1611 O.C. / 2'-0ll CONCRETE CURS 5ELOW STUD WALL) /1/211 COX FLY IUD, / METAL SIDING 6. METAL SIDING AS SELECTED / 1/211 COX PLY.WD. /, 2x6 STUD WALL 6 16" O.C. (R-21 5ATT INSUL.) / 5/6" TYPE llxll GYP. 50. (M.R. TYPE "X" GYP. 50. 5EHINO ALL WATER FIXTURES TO EXTEND 2' 5EYOND THE FIXTURE (typ.) (U.N.O.) 1'-2 3/4" 1-2 3/4" S'-3 1/4" 1 UNIT 103 KEY NOTES O 1. REFER TO EV45.1 FOR DETAILS (tSp. 0 CONCRETE CURS 2. H/C FROST FREEZE HOSE 515 (AS SELECTED) 3. ELECTRICAL PANEL 4. FLOOR DRAIN 5. ro" PIPE 150LLARD (REFER TO II/A1.1 tSp.) C 5 LEGEND 2x6 WOOD FRAMED WALL ..................... . ............................... EXISTING WALL 2x4 WOOD FRAMED WALL 201-23/411 201-51/211 31-8 3/4113,-a 3/4,, 9'-3 1/4" 1'-2 3/4"V-3 1/4" l-2 3/4" � �I ,,�' I ® i I ® I UNIT ]Oro MIS FrAw T mmNi, � im I TF.S-- 1'-1 3/4" 41 B al THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 16 NOT TO 5E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF: R000 HANSEN, ARCHITECT, LLC FIRST FLOOR TITLE: PLAN J05t- 1416.11302020.51 OR.AM JSD 5y: A Q _ _ ISSUE 12-10-2021 DATE: SCALE: 3116"=1'-011 T.O.P. T.O.P. �O n o� n TWE DOCUMENT AND TWE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD WANSEN, ARCI4ITECT, LLC, AND 18 NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT TWE WRITTEN AUTHORIZATION OF RODD WANSEN, ARCHITECT, LLC EXTERIOR TITLE: ELEVATIONS J05t-1416,11302020.51 DRAUN JSD 5y: A -- A -- ISSUE 12-10-2021 SCALE: a THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND 16 NOT TO 15E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC EXTERIOR TITLE: ELEVATIONS J0510 --141a.11302020.51 PRALN JSD 5y: A A A ISSUE 12-10-2021 DATE: SCALE: 0/0"=0'-0ii l6t(ow2 =wow 5UILDING 1 WALL TYPES no 1. METAL SIDING AS SELECTED / 1/2" COX PL`I'.WD. (REFER TO STRUCTURAL) / 2xro STUD WALL � 1ro" O.G. ON 2'-0" CONCRETE CURS / 111ro" OSS 2. 1/1ro OSS / 2x& STUD WALL 16 "O C. / 1/10 OSS 2 3 m� c� W KEY NOTES Q LEGEND 1. REFER TO 5/45.1 FOR DETAILS Ctyp. 2x& WOOD FRAMED CONCRETE CURS WALL 2. H/C FROST FREEZE HOSE SIS (AS � EXISTING WALL SELECTED) 3. ELECTRICAL PANEL 4. FLOOR DRAIN 2x4 WOOD FRAMED WALL THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC FIRS' TITLE: FLOOR PLAN J050 -.141a,11302020.52 PRAM JSD 5y: A A -- -- ISSUE 12-10-2021 DATE: SCALE: D A6.1 ELEVATION ,i AN &I •. 1. - pootzs> l �o' - SL/" T.O.P. 121-011 T.O.P. B A(o.l THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC R EXTERIOR TITLE: ELEVATIONS J050.-1416,11302020.52 h'' UN JSh 5y: A A A -- A ISSUE 12-10-2021 DATE: SCALE: VARIES a), 3 WALL TYPES R 1. METAL SIDING ,4S SELECTED / 1/2" COX PLY.WD. (REFER TO STRUCTURAL) / 2x6 STUD WALL - 16" O.G. ON 2'-0" CONCRETE CURS / 1/16" 055 2. 1/16" 065 / 2x6 STUD WALL 'a 16 "O.C. / x/16 ►' 0615 3. 5/6" TYPE "X" GYP. 50. (M.R. TYPE „X„ GYP. 50. 5EHIND ALL WATER FIXTURES TO EXTEND 2' 5EYOND THE FIXTURE (typ.) U.O.N.) / 2x6 STUD WALL -8 16" O.0 / 1/16" OS5 WALL TYPES (cont.) a 4. 5/8" TYPE "X" GYP. 5D. (M.R. TYPE "X" GYP. 5D. BEHIND ALL WATER FIXTURES TO EXTEND 2' 5EYOND THE FIXTURE (typ.) U.O.N.) / 2x6 STUD WALL a 16" O.0 / 5/8" TYPE "X" GYP. 5D. (M.R. TYPE "X" GYP. 5D. SEHIND ALL WATER FIXTURES TO EXTEND 2' 5EYOND THE FIXTURE ltyp.) U.ON.) 5. METAL SIDING AS SELECTED / 1/2" CDX PLY WD. / 2x6 STUD WALL a 16" O.G. (R-21 5ATT INSUL.) / 5/6" TYPE „X„ GYP. 5D. CM.R. TYPE "X" GYP. BD. BEHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE (typ.) (U.N.O.) KEY NOTES Q 1. REFER TO 5/,45.1 FOR D TAILS Ctyp. CONCRETE CURB 2. H/C FROST FREEZE HOSE 515 CAS SELECTED) 3. ELECTRICAL PANEL 4. FLOOR DRAIN 5. 6" PIPE 5OLL4RD ( ER TO II/,4l.1 typ,) 0 O >>>>E20=4 i �0 f ? I 0 SII r : ,---------, E 4,9 I'.-10'1. 6'-4 1/2" 5'-��,. 6'-5 1/2„ THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HERE IN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC:, AND IS NOT TO 8E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC FIRST TITLE: FLOOR PLAIN J050-.1416.11302020-5. pRAUN JSD 5Y• A A - Q =- A -- ISSUE 12=10-2021 DATE: SCALE: 3/w =1'-0" (E jj i jj 4 T i rih. d i � � 2 s zLu t I�''.�g / i...............................................................................:............. SII r : ,---------, E 4,9 I'.-10'1. 6'-4 1/2" 5'-��,. 6'-5 1/2„ THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HERE IN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC:, AND IS NOT TO 8E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC FIRST TITLE: FLOOR PLAIN J050-.1416.11302020-5. pRAUN JSD 5Y• A A - Q =- A -- ISSUE 12=10-2021 DATE: SCALE: 3/w =1'-0" DLWA 2 mamf:�sw #$ ,A l ......................................................................... c typ�............::. MAN 10 DOORS) 8 • e .Q °G Ctyp. � DOORS) I A5.1 L METAL S f D ING AS SELECTED E _ x a` ks� / a x' 'x film Ae Z 5.1 METAL SIDING SELECTED G H T.0 -f'. 8 A6. . ....................................................................................... THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY or- ROOD FROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO ME USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC EXTERIOR TITLE: ELEVATIONS J050-.1416,11302020.5: DRAUJN JSD 131': A -- A -- A -- A.1 -- ISSUE 12-10-2021 DATE: SCALE: 3/16"=V-011 ................................................................. ........................ A IV6.1 THE DOCUMENT AND THE IDEAS AND DESIGN$ INCORPORATED HEREIN ARE THE PROPERTY OF ROPO HANSEN, ARCHITECT, LLC, AND IS NOT TO 5E USED, IN UA40LE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC 01 a Q) f 9) -p L- :;i as 0 Ul OL lj'j EXTERIOR TITLE: ELEVATIONS J050-.1410.11302020.5: DRAWN J SD 5y: A A m A A Ise -1 * 12-10-2021 "ATE COD r 1 0 M: A(o2 oamw 5UILDING 3 T-. ............. . N ......................................................... .......... .......................................................... ........................................................................................ .... ......... ............... ...... . .................... .............. ............... ................ . ...... . ... . ...... . ................... ................. ..... ........... ..... . ......... . ........... . . ................. ............... ..................... .............. . .. ..................................................................................................... ................................... ..... . . . z ....................................... ........... .... ......................... .............................. ...................................... .......... .................................... ...................... ................ .......................... - ............................................ ............................ .............. ............... ........................ -- ........................................ ........ ........ .............. ............. ................................ ....................................................................................... ................... .. ....................... ................ I ............. . ....... I .............. ..... .... . ..... .......... .. ............ . ..... I ..... . ..... . ........ . ............................................... ..... . ......... ......... ............................. ............................ ................... .......... . ............. ........................................................................................................................................................... ........................ ....................... ............. ........... . .... .............. ............. . ....... ............... .................................. ........... .. .... ...... ..... ... . ..................... I ........... ........ ... ....................... . ..... . . ................... .................................... . ....... .......... ................................ ...................................... . ... ................ .......... ............................................... ...................... .................................. . .... . ........... ... ................. . .................. . ........................ ................... .. ......... ................ ................. ... .............. .................... . .................... . ............. . ...... ........ ........................... ............. ..... ... . ...... .................. ................ ................ I .............. .......... .... ................................ ................ ........... ........................................................... I ........... . ..................................................................................... ............................................ I ... ........ ................. ............... .......................................... .................... ........................................... ............. . ..................... .............................. .............. .............. ................. -4 ............... ............. .................................. .................... ...... . ......... ................................................. ........ . ..... . ................................................................. . .. . ....... . . . ...................... . ..... .. . ............ . ................ . ......... . ............... ............................ ............ ..... ......... ................ ............... ............................................ ...................... ................................................................................... ................ ......................... -- ........... ........................... �! I .................................................. .. .... ................................................ ..... . ................................ ................ ............. . .............. ............. . ... ................. .... ...................... ............ - ...... . ........... I ........... I .......... .................. ......................... ................. . ...... .......... ................................................................................. ............................ .................................................... ................................... ....... .................... ............ ? .................................. ............. ................ ........................ ............................ ....................... ............................... ................ .................... ... ............ . . ........ .. . ................................................ ............ . ................................. ..... . ........... ........... .................... . ....................................................... ............ . ................. ........ ................................... ............................. ................. ................................... ................ 1. ........................................................................... ........................ - * 1- ...................................... ......... . ... ...... .... . .. . . ..................... . ........... ... . ..................... ............................... ....... . .......... I .............. . -.1 .................................... .............. . ... . ...... ... ......................................... ........................... .... ............................................. .... . ..................................... ..................................... ............... ............... .. . .................. ............................................. ........... . ................. .................... ............................................................. . .... . ...... . ........... . ...................... . ......................... . . . ........................... . .................................... . ...... . . . .......... . .................... . ........................... --- - -- . . . ........... . ............. -- .................................................................................. ......................... ......................... ............ ...... .... .............. ............. . ....... -- ....... ...... .......... ........ . ...... I ......... . ......................... ............. .... ....................... ........ . . ............. ............................... ......... ..................... ............ ................................................. ..................................................... -- ........................................................... - ............... 1 ................................................................................................................... . .......................................... ... ........................................... ....................................... - ............................................ ...................................... . ............................................... --", .................................................. .................. . ..... ..... . ...... I ......... .............. ................... .. . ....... . .................... ......................... . . ......... . ............... . ............................ ................. .................... -- ................ I .. ................................................ . ....... I .................... ........ I ...................................................... ................ ............. ......... .................. ................... .............................. ................................... .............. ............... .............. ..... .................................. ...................... ................................. ........................... -- ................. . . ................................... ............ ............................. .. . .......... .............................................. ............................ - ............................... ........ .......... . ................. . .. ...... - .............. ............ ................. -- ................................... ....... ......................... .... .......................................................... ................. .................................................. ................... -- ...................................... . .................... ................................................... ........... .... ............................................... ............................. ............................. ........ . .................. .................................. ........................................................... I ........... ......... . ..... ................................................................................................... . .... . . ................................................................... ................ - .................. . . ................................................. ........ .... ........................ . ..... --- ........... . .................. .......... ............................................... . ......... -... ..................... .................. .............................................................................. ..... m. .... ................................ . . . . ............................ ........... .................... . ....... ............. -- ...... . ......... . ........ ... . ................. . ........ .. . ........ ............................. ...................................................................................... ....................................... -- .......... ................................. ....................... ................ ............... ................................................ ............... . ................................. ........................................ ............ . ... . ................... . ........ . .... ........... .................................................. .................................... .................................................................................... ..................................... ............ - ............. ................... * .......... ............................. ............ . .... ............................................. ......... . .............. ...................... I ............... .. ..................................................... . .. ........................ ............. I ................................ ...................... ................ ... . ...... -- ................. ...... . ... .................................................. ................ I ............... ........................... ..................................................... ................. ..... . ........................... . .................................................. ................................... ... . .... ...................... .......................................... .. . ...................... ........................ ............. -- .............................. .......... ............................ ............................. ....................... ................... ............ .......................... - ..................... .. ....................... .................... *,-"**'* * ** * ............................ ............................ ........... ....................... ................... ........... .... . ........ .............. .......... ................... ....................... .......... ......................................... ........................ .... ....................... ................................. ........................................................................................... .......... ............... ..................... ................................. ............... ........................................................................................... ............... ....... .................................... ..... . ................ - .................... .. ................... ....................... . ..... .. . ......... ............ ........... ......... . ....... ......... ........................................... ................................... & .............. ........... ....................... ............................... .......................... ...... ......... I ............. ................... ........................... .................................... ....................... ...... . . ...... . . ............. ....... ..... .... .... ............ ... ................... ........................ ... .... .. ................................ . ....... ................................... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . & . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I -I .......... .......................................................... . .............................. ............ ................................ . .............. ................. ............ ............................................................. .................... ..... . ....................... ................ .................. - .......... ..................... ....................................... ... .................................................. .............................................. I..................... .............................................................................. .................................... .............................................................. .................... .................... .......... ................................................................. ........................ A IV6.1 THE DOCUMENT AND THE IDEAS AND DESIGN$ INCORPORATED HEREIN ARE THE PROPERTY OF ROPO HANSEN, ARCHITECT, LLC, AND IS NOT TO 5E USED, IN UA40LE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC 01 a Q) f 9) -p L- :;i as 0 Ul OL lj'j EXTERIOR TITLE: ELEVATIONS J050-.1410.11302020.5: DRAWN J SD 5y: A A m A A Ise -1 * 12-10-2021 "ATE COD r 1 0 M: A(o2 oamw 5UILDING 3 LUALL TYPES 1. METAL SIDING AS SELECTED / 1/2" CDX PLYIUD. (REFER TO STRUCTURAL) / 2x& STUD WALL Ih" O.C. ON 2'-0" CONCRETE CURS / 1/lro" 058 2. 1/1& 058 / 2xro STUD WALL 0 I WO.C. /-1/16 058 KEY NOTES Q 1. REFER TO 5/.45.1 FOR DETAILS (typ. CONCRETE CURB 2. H/C FROST FREEZE HOSE 818 (AS SELECTED) 3. ELECTRICAL PANEL 4. FLOOR DRAIN FI 5T FLOOR FLAN V 121 , LEGEND 2x6 WOOD FRAMED WALL EXISTING WALL " 2x4 WOOD FRAMED WALL THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 15 NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC E 0 V FIR5T TITLE: FLOOR PLAN J05t-1415.11302020.54 DRAWN J SD $Y. A -- -- A A '- ISSUE 12-10-2021 DATE: SCALE: BUILDING 4 GI IF IMAN AS 0 _ -14 RO w AIS DO RS) F . _._ ._ \\ •vA �� � 4 4 e• z x 10 Ctyp. � A92 EXTERIOR MAN DOORS J ELEVA...... ........TIO............ .N5 tf/' ' V 12' SCALE: 3/ib'" = 1'-0" L �� E OELEVATIONS OSCALE: 3/1�" i'-0" 8' 12' ib' 0 c METAL SIDING AS SELECTED 6 l 3 S a s x: a s s t n T.O.F. T.O.F, D D toil ,46.1 A�o.i s AW 3 -_ -_ _ ..._._... ............................................_..............._............................... .................. ......_.._....._............_..............._..._...........:............:.......-:::-::::::::::::::::::::::::.::::::::-::::......:::::::::::::......::::::::.::::.-::::::::::::::::::::::::::::: 9:::::.-:::::::::::::......:::::.-:..-..-::.-::::::::::::::......-:.-:-:.-:::::-::::::::::::::::::::::::... 9 ....._ ......................._...._ .... ..............._..............................._......... .....__...__ T.O.P. �.�.�� �..�... �.. ......................... �cPa 5 �v a E 1. E VAT I ONS ID)SCALE: 1'-0" s 12 ih z .5.1 1 METAL SIDINCs AS U 3 60 lk • 1= I I G 2 0 G A92 A&.I 7 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC EXTERIOR TITLE: ELEVATIONS J0 30:1418.11302020.54 DRAUJN J SD A -- 2 -- A 3 -- ISSUE 12-10-2021 DATE: SGA 3/16"=V-0"