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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/27/2017iRD1030f, a Jill SITE DIMENSION PLAN FOR DOMINO'S S.E.11/4 N.E.1/4 SEC.32, T.17S. R.2 W.W.M. T.L. 2900. SPRINGFIELD, LANE COUNTY, OREGON GENERAL NOTE 1. THIS PLAN IS FOR TOPOGRAPHIC REFERENCE AND SHOULD NOT BE CONSIDERED A BOUNDARY SURVEY. FOR BOUNDARY INFORMATION SEE SITE SURVEY PREPARED BY PROFESSIONAL LAND SURVEYOR. 631--morN C-1.0 EXISTING BOUNDARY @-8"WW I PROPOSED WASTEWATER GRADING/DRAINAGE ADJACENT PROPERTIES 1-1/2"— PROPOSED WATER DETAILS EXISTING CURB & GUTTER 0 PROPOSED WATER VALVE PLAN C-3.1 UTILITY DETAILS EXISTING SIGN PAVING PROPOSED FIRE HYDRANT 81W EXISTING WATER MAIN UTIL PROPOSED UTILITIES (PHONE, C-4.2 PAVING CABLE & ELECTRICAL) ®EXISTING WATER METER cmA GAS PROPOSED GAS 0 EXISTING WATER VALVE e-8"WW — EXISTING WASTEWATER SYSTEM t °Ocaiia EXISTING CATCH BASIN (a-24"SD— EXISTING STORM DRAINAGE SYSTEM '8 EXISTING STREET LIGHT —OHE— — EXISTING OVERHEAD ELECTRIC -0- EXISTING POWER POLE FPTI EXISTING PHONE PEDESTAL a 11 a Jill SITE DIMENSION PLAN FOR DOMINO'S S.E.11/4 N.E.1/4 SEC.32, T.17S. R.2 W.W.M. T.L. 2900. SPRINGFIELD, LANE COUNTY, OREGON GENERAL NOTE 1. THIS PLAN IS FOR TOPOGRAPHIC REFERENCE AND SHOULD NOT BE CONSIDERED A BOUNDARY SURVEY. FOR BOUNDARY INFORMATION SEE SITE SURVEY PREPARED BY PROFESSIONAL LAND SURVEYOR. 631--morN C-1.0 SITE DIMENSION PLAN C-2.0 GRADING/DRAINAGE C-2.1 STORM DETAILS C-3.0 UTILITY PLAN C-3.1 UTILITY DETAILS C-4.0 PAVING PLAN C-4.1 PAVING DETAILS C-4.2 PAVING DETAILS 209.45' amomm 0 r 0 0 r r s mm- � 0 r 0 r r 0 re 6 0 0 4 0 ®r 0 R20.00' R15.00 w ,ILo00 v -- 815.00' Vv cz Am DOMINO'S m 18 FFE=465. 74 _;o 00 1. 2.0000----,' 00 00 00 00 00 00 'o ,-812.00' 1f t R60.00} �q: ' IV .1,11 1 1 ` � aoaaaaaa - V I . a )ooad vi• 0,0 0, 0 0, c R12.00' 8.00' R40.00' 828.00 R72.00' BIKE RACK 9 tv 04 N rc=== P. 7 TYP. TRASH IN I zhi I lk gel; 11 1101: ri =40 m m m T -) S I 1-b A— TO Z V PTT-A-TTE--� - keV, S) c ->,I\,) S SO4ff.- ft-- 10' 0 00000 - - - L C - - c O. Q C-)11 0 )00000 - - - - - - - - - - - - - - - - - - - - - 000 000 L 187.47", 'PROPOSED 5' SIDEWALK v 7Er CD 6"W ---------- 6"W SR 12"SD S u u .1 H -1+10.1 XD TREE JD JD I 18"WW 18"WW AL ba -v-\. C-OA-cs P8 1 0 � r5 30.00' RIVEWAY uj * 0 C) (Z) CD m T -) S I 1-b A— TO Z V PTT-A-TTE--� - keV, S) c ->,I\,) S SO4ff.- ft-- 10' 0 00000 - - - L C - - c O. Q C-)11 0 )00000 - - - - - - - - - - - - - - - - - - - - - 000 000 L 187.47", 'PROPOSED 5' SIDEWALK v 7Er CD 6"W ---------- 6"W SR 12"SD S u u .1 H -1+10.1 XD TREE JD JD I 18"WW 18"WW AL ba -v-\. C-OA-cs P8 1 0 � r5 Pr" e (Z) ON cmA w t °Ocaiia '8 Pr" e SHEET (Z) co t SHEET u u 0 o J SHEET # PAVING CONSTRUCTION NOTES ® ST CONSTRUCTION NOTES NOTES 17. RESTORE AC PAVING TO ORIGINAL STRUCTURE. REFER 409. CORE INTO EXISTING CATCH BASIN. 1. FOOTING DRAINS TO BE TIED INTO PROPOSED 8" - - TO CITY OF SPRINGFIELD TRENCH REQUIREMENTS 410. CORE INTO EXISTING MANHOLE. EXISTING CATCH BASIN STORM PIPE AT THE NORTH END OF SITE. 83. SAW CUT AND REMOVE EXISTING AC. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET 2. 63 CU. YD. CUT - 166 CU. YD. FILL. 2 TC 5r - EXISTING STREET LIGHT C-2.1. 3. IMPROVEMENTS IN ODOT ROW SHOWN FOR REFERENCE GRADING LEGEND 412. CONST DUAL CHAMBER CATCH BASIN W/O FLOGARD FILTER © ONLY. TO BE CONSTRUCTED UNDER PERMIT FROM INSERTS AS PER DETAIL. REFER TO SHEET C-2.1. 445 ODOT. AC ASPHALTIC CONCRETE 414. CONST DUAL CHAMBER CATCH BASIN W/FLOGARD FILTER 4. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AD AREA DRAIN INSERTS AS PER DETAIL REFER TO SHEET C-2.1. N AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, BW CB BACK OF WALK CATCH BASIN 415. CONST 12" CATCH BASIN AS PER DETAIL REFER TO 484.60 THE SPRINGFIELD DEVELOPMENT CODE AND THE EDSPM, CONC CONCRETE 't SHEET C-2.1, THE RAIN GARDEN AND STORMWATER PLANTER SHALL BE EX EXISTING 442. CONST ROCK LINED DRAINAGE CHANNEL PER DETAIL. 484.68 AC FULLY VEGETATED WITH ALL VEGETATION SPECIES FFE FINISH FLOOR ELEVATION REFER TO SHEET C-2.1. ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY GB GUTTER BAR 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF LA LANDING i C2.1. THIS CONDITION CANNOT BE MET, THE APPLICANT SHALL �- DIRECTION OF FLOW 444. CONST STORMWATER PLANTER AS PER DETAIL. REFER PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION TO SHEET C-2.1. CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE 445• CONST 3" ROUND ROCK SPLASH PAD. DEVELOPMENT AND PUBLIC WORKS DEPARTMENT THAT WILL 450. CONST STD. CLEANOUT WITH CAST IRON LID. SUFFICE UNTIL SUCH TIME AS THE RAIN. GARDEN AND 451. INSTALL 10"X6"X10" WYE. STORMWATER PLANTER VEGETATION BECOMES FULLY 475. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV ESTABLISHED. THE INTERIM CONTROL MEASURES SHALL BE W/SOLVENT WELD JOINTS. IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. 478. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER 5. ELEVATIONS AT BUILDING DOORWAY INCLUDE Y" DROP GASKET JOINTS AND TRACER WIRE. ACROSS THRESHOLD FROM FINISH FLOOR ELEVATION. 479. CONST 8" STORM DRAIN PIPE, C900 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, C900 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. . BEGIN TI I I INTO Sl 484 25 BW 484 88 TC E--4 W W DRIVE-THROUGH RADII DETAIL SCALE:1 "=15' 484.17 EX TC ' -- 4M.91 Ic 46ti.16 IL; 485.18 TC 484.38 AC 485.41 AC 209.45' 484.68 AC 483,59 EX GB �-. �`,,._.._,..��., �.....�._.�....... ®...__.ter.♦♦r`♦®r 0•� 0r...__. _.�.�. Av 450 CO 2 8 FL OUT 484 8 TO 484.11 TC =X81.84 48 ,08 AC. 484.61 AC 3.86 TC �,�.. * . q ' 3.36 AC / 485.09 TC 485.32 TC IX 484.14 TC 484.59 AC 484.82 AC 483.56 lry GBun 48 LF 4 ST S=0.5-0% 00 479 3 EXISTING AREA DRAIN I DS W ' TO BE REMOVED. SEE I R=15.00 C475 NOTE 4 - THIS SHEET � t • w 04 484 2 TC 1 483 2 AC CB 1 J . V. �-n -HP 6 FL OUT=481.82 412 in - , I GRATE=483.36 7-7 I'`••I coo 484.46 TC ° 1 LF CO 3 483.96 AC �. S 4.50% 480 f 6 FL 4 44 84 =483.90 ' CB #2 ° 484.23 483.86 TC 6 FL OUT=481.65 412 484.15 EX TC W 483.36 AC # GRATE=483.36 MAINTAIN AND PROTECT .' B. LEAVE GUTR F _....� LEGEND 4 .. EXISTING BOUNDARY --- ' - ' ---- ' --- ADJACENT PROPERTIES SCALE f "-f0' = = EXISTING CURB & GUTTER fp' 0 f0' 20' EXISTING SIGN " 8"W CO 1 450 EXISTING WATER MAIN 484:59 CONC ® EXISTING WATER METER 442 EXISTING WATER VALVE ,Liv -8 -WW - - EXISTING WASTEWATER SYSTEM ® EXISTING CATCH BASIN S�T -24"SD EXISTING STORM DRAINAGE SYSTEM �-- 8"ST PROPOSED STORM DRAINAGE SYSTEM - 2 TC 5r - EXISTING STREET LIGHT OHE BREAK FO DRAINAGE EXISTING OVERHEAD ELECTRIC O EXISTING POWER POLE © EXISTING PHONE PEDESTAL 4.57 1 'ATE EASECIO-N-DARY 6" GRATE OUT=483.58 4.68 PRIMARY 2" ORIFICE OUT=483.28 NC 6" FL OUT=481.32 • �r ® • �� � ♦ s ��e • arrr �A♦ 1 TC f CO 1 450 484:59 CONC V • ' O 442 4 O 1 AC =483.3 3' CURB 2 TC 485.65 BREAK FO DRAINAGE ° R. O /IAC/CONC: 445 N - SDS �,.�p0000aaaao u 484.60 V 485.18 TC 3' CURB - 't \485.38 AC/GONG 484.68 484.68 AC BREAK FOR ,a 484 68 CONC DRAINAGE JO% � 4 .72 NC ° : AC AC/GONG n4 ' ' . N \-.5.18 DOMINOS , qAC FFE=485.74Q oa on °p \485.38 1 \ 00 b . o0 AC 1 485 38 AC ° TYP. 445 -t RAIN GARDEN 0 0 It 3' CURB BREAK FOR DRAINAGE 478 S" u =' 007 r • a o ♦ 01, N 484.77 AC �co W jj. �1 TNN• .7 f t ° . 4 CB AND HAND ri; Q .: ° OP OF Nu 110 484.59 AC TC/GONG e. °cb`? .a 8 0 40 D a 485.07 TC o o Q 485.07 TC 4$4.57 AC n n n n n FORM CURB. 478 12 LF : ' ° PLANTER 484.1 TC R= i 2.00' o o ' ' ® 484.57 C 5 2 . S=1.00% ° 483,,1 ® 485.65 484.16 IX TC � �,. ° , .. ' ° .. 6"�-= " ° .'° o .° � 485.38 TYP. rn'' 483.58 IX GB � .° ` ' ' 3.16: � 444 8 FL= 485. TC AC CONC 4.30 � 485. i 3 AC 485.75 TC I 4.24 481.60 .15 AC �7 TC/AC C8 3 414 # ; v ; ; ; 485.25 AC Z� j SEE GUTTER I ' BW `` 1 �. ... ° , a' q 445 484.33 „ = LL'�-- .-485.5 TC ,. 485.13 485.20 4 FL OUT=482.58 484.77 / 'y Q .., PAN NOTE O 14 - 4$4.85 AC AC 5.41 TC 48 .2 BW/GRATE=484.46 BW # Q �- c L j o -84.49 TC 479.10 194.91 AC / 486.10 T 485.60 AC 45 N .74 ° ° °'2 483.99 AC 484.68 TC 485.11 TC 485.39 TC b ° ° ° ° 485. i 485.162 AC ~ JJ \ `�-- - - - - - 4$4.1$ AC ��6LAQ-484_8 _c. I GB S.�p - -d - --- ----- -- - - -- --- --- - - ---� 483.75 g ° 484.2 M p ° .3 . _ EX GB q. <.IA p �R 484.64 a o p q 4. 8 • �• q 1 95 LF - _ CB 428 409 484. 6 EX TC a o 0 00 ]_jy-•yy`y q �- �: BW d . `� 'q ° : :' BW , . �.. -- - 478 _ _ NEW 6 FL IN (NE)=480.56 483 6 EX GB OG 000 J .' ° ° '. ° ° , q q ® ' S-2•aa� 8" FL IN (S)=482.26 �� ° 484.32. :, q . ' S.aa ° �° _ ° °� o . , ° . ° " 187.47 ° 10 FL OUT (NW)=480.46 PROPOSED 5' SIDEWALK . . ° ° . 48 26 TC �s�' � .,,� ' '� EX�TC \ , ,.,�..,.. •, a ` .. ° . � 'TOP OF' � °' ° a q ... e. _.,. q . ' ° • ' °, ,. ' ,O ,`°- -°' •' �---' --° . • -- �, --.J . ' -- . -� ° Ag . �..: °' , GRATE=484.46 483.76 GB 4 • - p °.. .. ° ° ___ lip f 9 483.80 IX GB 442 LA BW 484.11 48 . 6 3 ;g a2 IX TC �3GB 484.38 SEE SHEET � EX GB EX - C -2.1 FOR 484.58 484.23 a e 3 3.82 EX GB BW DETAIL EX TC EX GB 3 , _______ BEGIN TIE ' t END TIE \�� --- INTO CURB vt fL VVf `Rj�YfY.JV D RIM ELEV.483.61 i ' tie Co -AF (D-0 3 Kam, `fiev� e'kk) 0� 59 SHEET C-2.0 O O O N u V SHEET C-2.0 -i u ,a i SHEET C-2.0 15" 1 I BIKE PROOF I ( BAR GRATE 1 I 1 i GRATING l - 4"0 OR 6"0 NOTES: 12" SQUARE OUTLET BOX FABRICATED FROM 10 GA. MATERIAL PLAN VIEW L1 jx1�x FRAME 4"0 OR 6" 15" OUTLET L co 2 12" SQUARE SEDIMENT TRAP W/ HINGED " LID SIDE VIEW ISOMETRIC SECTION STATE APPROVED ASPHALT DIPPED 12" SQUARE 4"0 OR 6"0 OUTLET LANDSCAPING MINI -BASIN DWG PROJ. MAN. DOUG P. DWN. PAUL G. I SCALE NONE L Gibson steel Basins DATE: JAN. 23, 06 MODEL: GMC810-1216H6-4&6 3 sarc� te�z 247 Washington St. Eugene, Or. '97401 ph:(541) 687 - 8672 fox. 344-0207 J TOP OF WALL=485.00± NOTCH=484.751 " o NOTE: a D 3 DRAIN ROCK 1. MATCH ROCK TRENCH GRADE WITH NOTCH (484.75±) TO ALLOW WATER TO FLOW INTO THE STORM WATER PLANTER. STORM PLANTER NOTCH DETAIL NTS SIDEWALK PER EXISTING CATCH PLAN BASIN IN ODOT ROW S=1.50% CB NOTE 1. CONSTRUCT 6" WIDE CONCRETE BAND 4" DEEP AROUND CATCH BASIN STRUCTURE. MATCH RIM AND SLOPE TO ADJACENT AC GRADE HOLD SOIL 1" BELOW TOP OF WALL S=2.00% 1 10" STORM PIPE S=0.50% I I t L__tL_ 10" STORM PIPE TO TIE INTO BACK OF EXISTING CATCH BASIN. FL=483.16 10"X6"X10" WYE S -SPE V IE LOPE vp,R1ES �C�7t- -...Q c7/-�s-ten 3" DRAIN ROCK ROCK DRAINAGE CHANNEL DETAIL NTS 6.5' 2.0' 6" GRATE =483.5$ , o 10 2" MESH COVERED FL RAIN ORIFICE=483.28 GARDEN C900 STAND PIPE =483.08 BELL END UP 6" FL OUT =481.32 6" 1-- . TC=484.16 6" D 000 D t> 2' X 45' INTERNAL • D' EL=483.16 Illm"Art-ul 0 6" D3034 PVC PIPE TO CB #428 CURB ,-- TC=484.16± 4i►�ivi�,rfr`uI,lri��i�lal••'�a`ar�`�iiv'ti�at�ifi►ll . - ����,�rl�i •Lw=��cwv����.i:+yicr#ryiu:�,,air,►'��f.,e��,r��;,r��,,��.,rr'���,�,,;1 • .�2`iu�✓�r� �s` "r.1�`T's4 "s4 '� M`-� a`_7*i"sy,�,>`y�'_Z�`,�_4 '+ '...,r"fir' `.� • �:�lt'.. aia trrtw�`i�ii•V, ,.��si.a�i� �".v.i�ar�ir�� STORMWATER PLANTER DETAIL NTS 8" D3034 PIPE 6" CONCRETE ENCLOSURE CONCRETE FOOTING NOTES: 1. SLOPE DRAIN CHANNEL TO RAIN GARDEN OR CATCH BASIN SHOWN ON PLANS. 2. MINIMUM SLOPE = 0,50%. NOTES: 1. SEE LANDSCAPE PLAN FOR PLANTING DETAIL IN THE STORMWATER FACILITY. 2. ALL PRIVATE PIPING TO MEET UNIFORM PLUMBING CODE REQUIREMENTS. PAVING PER PLAN CURB PER PLAN NOTES: 1. SEE LANDSCAPE PLAN FOR PLANTING DETAIL IN THE STORMWATER FACILITY. 2. STRUCTURAL DESIGN OF STORMWATER PLANTER TO BE COMPLETED BY ARCHITECT. 3. ALL PRIVATE PIPING TO MEET UNIFORM PLUMBING CODE REQUIREMENTS. 4. TOP OF PLANTER WALL MUST MATCH TOP OF CURB ON PRIVATE PROPERTY SIDE. _, tc (.,o ou 7N P'u to --00036 �)k ? VAA k1tvi"e w bavx- C.CjAt5 'pq ? o-- 5 d v J �+J FLOGARD TM 53" INSERT ,../FILTER (MODEL FGP-24F) - WOVEN MESH — - - - ,-------_--- ---- - k ! -- FILTER BODY. w I I! NOTES: EF i • I .. t I ' BOX FABRICATED FROM I 10 GA. MATERIAL I NEOPRENE GASKET (TWO SIDES) OUTLET 48" LONG DUCTILE IRON SOLID LID & DUCTILE IRON GRATE PLAN VIEW BIKE PROOF, HEAVY SILT & DEBRIS DUTY TRAFFIC GRATE CONTAINMENT HIGH SUPPORTS AASHTO AREA L2jx2jxA FLOW BYPASS H25 LOADS FRAME 53°' .,, OUTLET7S�E�D�IMENT SEDIMENT TRA Wf HINGEDLID TRAP 48" REPLACEABLE ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG #' Gibson Steel Basins PROD. MAN, DOUG A DWN. PAUL G. SCALE NONE F5 Spy= » s DATE: AN. 23, 06 MODEL: SCSF10-42HB-6 247 Washington St. Eugene, Or. 97401 ph: (541) 687 - 8672 fax: 344-0207 15" 1 I BIKE PROOF I ( BAR GRATE 1 I 1 i GRATING l - 4"0 OR 6"0 NOTES: 12" SQUARE OUTLET BOX FABRICATED FROM 10 GA. MATERIAL PLAN VIEW L1 jx1�x FRAME 4"0 OR 6" 15" OUTLET L co 2 12" SQUARE SEDIMENT TRAP W/ HINGED " LID SIDE VIEW ISOMETRIC SECTION STATE APPROVED ASPHALT DIPPED 12" SQUARE 4"0 OR 6"0 OUTLET LANDSCAPING MINI -BASIN DWG PROJ. MAN. DOUG P. DWN. PAUL G. I SCALE NONE L Gibson steel Basins DATE: JAN. 23, 06 MODEL: GMC810-1216H6-4&6 3 sarc� te�z 247 Washington St. Eugene, Or. '97401 ph:(541) 687 - 8672 fox. 344-0207 J TOP OF WALL=485.00± NOTCH=484.751 " o NOTE: a D 3 DRAIN ROCK 1. MATCH ROCK TRENCH GRADE WITH NOTCH (484.75±) TO ALLOW WATER TO FLOW INTO THE STORM WATER PLANTER. STORM PLANTER NOTCH DETAIL NTS SIDEWALK PER EXISTING CATCH PLAN BASIN IN ODOT ROW S=1.50% CB NOTE 1. CONSTRUCT 6" WIDE CONCRETE BAND 4" DEEP AROUND CATCH BASIN STRUCTURE. MATCH RIM AND SLOPE TO ADJACENT AC GRADE HOLD SOIL 1" BELOW TOP OF WALL S=2.00% 1 10" STORM PIPE S=0.50% I I t L__tL_ 10" STORM PIPE TO TIE INTO BACK OF EXISTING CATCH BASIN. FL=483.16 10"X6"X10" WYE S -SPE V IE LOPE vp,R1ES �C�7t- -...Q c7/-�s-ten 3" DRAIN ROCK ROCK DRAINAGE CHANNEL DETAIL NTS 6.5' 2.0' 6" GRATE =483.5$ , o 10 2" MESH COVERED FL RAIN ORIFICE=483.28 GARDEN C900 STAND PIPE =483.08 BELL END UP 6" FL OUT =481.32 6" 1-- . TC=484.16 6" D 000 D t> 2' X 45' INTERNAL • D' EL=483.16 Illm"Art-ul 0 6" D3034 PVC PIPE TO CB #428 CURB ,-- TC=484.16± 4i►�ivi�,rfr`uI,lri��i�lal••'�a`ar�`�iiv'ti�at�ifi►ll . - ����,�rl�i •Lw=��cwv����.i:+yicr#ryiu:�,,air,►'��f.,e��,r��;,r��,,��.,rr'���,�,,;1 • .�2`iu�✓�r� �s` "r.1�`T's4 "s4 '� M`-� a`_7*i"sy,�,>`y�'_Z�`,�_4 '+ '...,r"fir' `.� • �:�lt'.. aia trrtw�`i�ii•V, ,.��si.a�i� �".v.i�ar�ir�� STORMWATER PLANTER DETAIL NTS 8" D3034 PIPE 6" CONCRETE ENCLOSURE CONCRETE FOOTING NOTES: 1. SLOPE DRAIN CHANNEL TO RAIN GARDEN OR CATCH BASIN SHOWN ON PLANS. 2. MINIMUM SLOPE = 0,50%. NOTES: 1. SEE LANDSCAPE PLAN FOR PLANTING DETAIL IN THE STORMWATER FACILITY. 2. ALL PRIVATE PIPING TO MEET UNIFORM PLUMBING CODE REQUIREMENTS. PAVING PER PLAN CURB PER PLAN NOTES: 1. SEE LANDSCAPE PLAN FOR PLANTING DETAIL IN THE STORMWATER FACILITY. 2. STRUCTURAL DESIGN OF STORMWATER PLANTER TO BE COMPLETED BY ARCHITECT. 3. ALL PRIVATE PIPING TO MEET UNIFORM PLUMBING CODE REQUIREMENTS. 4. TOP OF PLANTER WALL MUST MATCH TOP OF CURB ON PRIVATE PROPERTY SIDE. _, tc (.,o ou 7N P'u to --00036 �)k ? VAA k1tvi"e w bavx- C.CjAt5 'pq ? o-- 5 d v J �+J Q t3 ® 6 SHEET C-2.1 • .. t I SHEET C-2.1 NOTES: 1. LOCATION OF UTILITIES ON 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. COORDINATE PLACEMENT OF ELECTRIC METER, GAS METER AND OTHER UTILITY BOXES WITH ARCHITECT. 4. DRAIN IN TRASH ENCLOSURE TO INCLUDE PRIMED TRAP AND VENT TO MEET REQUIREMENTS OF UNIFORM PLUMBING CODE. SEE ARCHITECTURAL PLANS FOR VENT DETAIL. 5. AT LEAST THREE (3) FEET OF CLEARANCE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 6. IRRIGATION SYSTEM DESIGN SHALL BE COMPLETED BY A LICENSED IRRIGATION DESIGNER. IRRIGATION SYSTEM IS INTENDED TO TIE INTO THE DOMESTIC WATER SERVICE. APPROPRIATE BACKFLOW PROTECTION SHALL BE PROVIDED. 3. CONST CURB AND GUTTER AS PER CITY OF SPRINGFIELD STANDARDS. 17. RESTORE AC PAVING TO ORIGINAL STRUCTURE. REFER TO CITY OF SPRINGFIELD TRENCH REQUIREMENTS. 40. CONST 40" CONCRETE OVER 2" CRUSHED ROCK 83. SAW CUT AND REMOVE EXISTING AC. LIGHTING NOTES: 1. POLE LIGHTING SHOWN ONLY FOR REFERENCE. SPECIFIC DESIGN TO BE COMPLETED BY LICENSED ELECTRICIAN AND INCLUDED ON ELECTRICAL PERMIT. 2. LIGHTING POLES TO BE PLACED MINIMUM OF 3 FEET BEHIND THE FACE OF ADJACENT CURB. WATER CONSTRUCTION NOTES 500. CONST 3/4" PVS SCHEDULE80 WATER LINE 501. CONST 1" PVC SCHEDULE 80 WATER LINE. 502. CONST 6" C900 CLASS DR -18 WATER LINE W/TONE WIRE. 505. CONST 3/4" GATE VALVE AND PROVIDE 8" VALVE BOX. 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 531. CONST 6" MJ X 6" FLG X 6" MJ TEE WITH RETAINER GLANDS. 535. CONST STD. FIRE HYDRANT. SEE DETAIL SHEET C-3.1. 544. INSTALL %" ZURN WICKETS 375 REVERSE PRESSURE PRINCIPLE ASSEMBLY. SEE DETAIL SHEET C-3.1. 545. CONST HOT BOX FIBERGLASS FLIP TOP ENCLOSURE AND CONCRETE PAD PER DETAIL. CONCRETE SLAB SHALL BE 4" THICK. REFER TO SHEET C-3.1. ® WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 241. CONST TRASH ENCLOSURE DRAIN PER DETAIL. REFER TO SHEET C-2.1. 250. CONST CLEANOUT W/CAST IRON LID. 280. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280x. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 281. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. LEGEND — ® • ---- EXISTING BOUNDARY —8"WW PROPOSED WASTEWATER ®---- ' -a--a— . ----- ' ADJACENT PROPERTIES —1-1/2"— PROPOSED WATER 4 = _ EXISTING CURB & GUTTER ® PROPOSED WATER VALVE EXISTING SIGN i I i PROPOSED FIRE HYDRANT 8"W EXISTING WATER MAIN UTIL PROPOSED UTILITIES (PHONE, � EXISTING WATER METER CABLE & ELECTRICAL) sy GAS PROPOSED GAS ® EXISTING WATER VALVE � �8-WW — — EXISTING WASTEWATER SYSTEM ® EXISTING CATCH BASIN ST--24"SD EXISTING STORM DRAINAGE SYSTEM EXISTING STREET LIGHT i OHE EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE ® EXISTING PHONE PEDESTAL FRANCHISE UTILITY CONNECTION AND FINAL ROUTING TO BE --�'_DETERMINED BY SUB AND SITE ELECTRICAL CONTRACTOR 209.45' e • � •ice • � � • � e� • � ` • ••� f•� • � � O � e • � � • � � • •al•1•� •11.� • � fad • � •is • al® • �! r i �••� •� • �r •fid • •� i• • a� ® f ® ` O fid •�•�1• • o ��A. • � Oyu-. _ MVIL.11. tV VL ( V(\ PRESSURE DOMESTIC WATER SERVICE BACKFLOW 6"W SC,4 t =10' 10' 0 10' 20' Esc; )-2_77 t L�DN _T� 0'2,1 (0- 13D D"3{o DUL i r co I i � sy I l � i I I I I a O � �k= �w •J I ,z - I I, �r s, i r co I i i I I i I i I I I I f _ •J I - I SHEET C-3.0 E-1 W h BEGIN TIE INTO CURT 3 3 44 X 84 44 84 1'121 END TIE INTO CURB 45 45 r # PAVING CONSTRUCTION NOTES 1. CONST MONOLITHIC CURB & SIDEWALK AS PER DETAIL. REFER TO SHEET C-4.1. 2. CONST CURB & GUTTER AS PER CIT`( OF SPRINGFIELD STANDARDS. 3. CONST 7" CURB WITH GUTTER AS PER ODOT STANDARDS. REFER TO SHEET C-4.2. 4. CONST 12" VERTICAL CURB. REFER TO SHEET C-4.1. 6. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-4.1. 15. CONST 3" AC OVER J" MIN. CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C-4.1. 16. CONST ,: AC OVER 16" MIN. CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C-4.1. 40. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 41. CONST 6" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST PERPENDICULAR RAMP AS PER DETAIL. REFER TO SHEET C-4.2. 43. CONST 2 X 5 YELLOW CONCRETE TRUNCATED DONE TEXTURE. 44. CONST SIDEWALK PER CITY OF SPRINGFIELD STD. DWG 3-12, REFER TO SHEET C-4.1. 45. CONST ADA RAMP PER CITY OF SPRINGFIELD STD. DWG 3-14. REFER TO SHEET C-4.2. 46. CONST BOLLARD PER DETAIL. REFER TO SHEET C-4.1. 80. CONST STD DRIVEWAY PER CITY OF SPRINGFIELD STD. DWG 3-22. REFER TO SHEET C-4.2. 84. SAW CUT AND REMOVE EXISTING CONCRETE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C-4.2. 91. PAINT 8" WIDE STRIPE "TRAFFIC WHITE". 99. RELOCATE STOP & STREET NAME SIGN W/NEW POST AND BRACKETS PER CITY OF SPRINGFIELD STD. 5-18 DETAIL. REFER TO SHEET C-4.2. 100. INSTALL WALL MOUNTED DISABLED PERSON/VAN-ACCESSIBLE SIGN AS PER DETAIL. REFER T4 SHEET C-4.1. 101. INSTALL VINYL SITE OBSCURING SLATS TO EXISTING 6' CHAIN LINK FENCE. COLOR TO BE APPROVED BY ARCHITECT. 102. PAINT ARROW STENCILS WHITE REFLECTIVE PAINT. NOTES.- 1. OTES:1. ADA COMPLIANT WALKS AND PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.007o OR LESS. SEE DETAIL SHEET C-4.2. 2. ALL ON SITE AND ROADWAY PARKING SPACES TO BE PERMANENTLY MARKED WITH 4" WIDE TRAFFIC WHITE STRIPING. 3. REFER TO SITE PLAN FOR PARKING SPACE, AISLE, AND SIDEWALK DIMENSIONS, 4. ALL FILL IMPORTED AND PLACED ON SITE SHALL BE RECOMMENDATIONS IN GEOTECHNICAL REPORT. 5. AT BEGINNING AND END OF CURB, 3' SHALL TRANSITION TO A FLAT GRADE AT AC. 6. GRADE LANDSCAPE BEDS ADJACENT TO BUILDING A MINIMUM 2.00% AWAY FROM FOUNDATION. 7. IMPROVEMENTS SHOWN IN ODOT ROW SHOWN FOR REFERENCE ONLY. WORK TO BE COMPLETED UNDER ODOT PERMIT. -- • ---- EXISTING BOUNDARY -- -- ' - ADJACENT PROPERTIES EXISTING CURB & GUTTER EXISTING SIGN ® PROPOSED CATCH BASIN x". 1' 10' 10' 0 10' 20' BEGIN CURB �I 101 3' BREAK IN CURB � �j�jFOR ��Eas • sig • rrrr • re••r • • s • arae • ®ra a -® • ® a • ..• rrre • a rrro • •fl�"�iiilllf£arra • • rrrr s ars ® • ams • arra arm• • s • . w • s ars • a' 136 LF 102 ., 102 ` b 4 f... qtr'. :� �, END CURB_.. _ BEGIN CURB 911 ®.:� .a b.:/' �. b q _ -__Q 1,143 SF 15 w� • �.�b .. q� a o 0 0 o a a 256 SF � 4 b 4191 7 TYP 450 SF 40 3 3' BREAK IN- CURB N CURB FOR 7 t DRAINAGE 6 43 LF a• TYP. p® f r 11 12 13 14 15 16 17 I 140 LF DOMINO" 1 TYP 91 43 2 _ 90 `� • � 4 ��''`� ' `� f '• f � �� "oelo 6 3 TYP. O f d f 3,732 SF 00 3,601 15 $ 100 a o ` 16� t b . 30 LF Xoe � 40 SF ,a •' � �` � 102 f I� I� b 46 4 TYP. a a IN MONOLq ff 'SW AI��D" CURB': aO •' a '. $ Q. _.000000 > 0 4.' as ,'• O / s a END ;. °, baa'', • 91 4 5 6 7 8 9 10 BEGINNING OF C'� 43 b q MONOLITHIC SW6A>kYP- 10 AND CURB 120 SF,40 ,f f 102 o f 39 LF f a 91 LF END CURB 4 i o 0 0 c j 0 0 ®oa. b. .` 4 aq o o 42 r• a 99 ---------------- � (f{ a =" - --- ,�, 102- a. -- --- -- - � \ • 4 . • ;q'::�S= t BEGIN V AND O O END CURB b' b ti q •. a b a.. BEGIN CURB V Q C b • a. �a V a b. O � a b' .b a b q'b q' b .'b V. Cj ® b a' .b. � a p .,, b, •. a 4 ,. ,.q b 1: q , ,b a $ a: .• b V S7a ? b a.9 , -'ate.' ' . .d®,g.�+ b , a b a ,,, 'Y.�r' a . .:+2' • +. ' . .:u ..:' v a .. .2 : 4 D .' • :�. . ,a r..:r .: q .s.� ' � 3 - 1,050 SF - 80 44 377 SF ; o 15 22 LF 8 2 n- o BEGIN TIE 40 18 �- 19 INTO CURB .,;m T T T FT d 9 .S` T .':� T P F F. T _END TIE LF INTO CURB Flee, CON "-Ak, ?ane Daff� CAC P� 5 0f 6 0 0 r � I I O t'w Acc W z L J 0 0 I I I O I SHEET C-4.0 I I SHEET C-4.0