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Plan, Final APPLICANT 11/10/2016
SCALE 1"-20' WW -016 /Aa 0 SITE SURVEY AT 4105 MAIN S TREE T NORTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 32, T 17S, R2 W, W.M. SPRINGFIELD, LANE COUNTY, OREGON MAY 16, 2016 STQRM-107 3 94 x48 , j beneh & c 1 BASIS OF BEARING - CENTERLINE OF MAIN STREET PER COUNTY SURVEY FILE NO. 42355 BASIS OF ELEVATION - 1/2" STAINLESS ROD NGS DATASHEET 8732 ELEVATION= 483.79' (NGVD83) LEGEND 0 - SANI TAR Y MANHOLE Q - WA TER METER STORM MANHOLE #110=2303 - STORM MANHOLE RIM = 484.15' WOODEN POWER POLE 10" IN (W)=479.65' -CLEAN OUT 12" IN (5)=479.02' - GUY WIRE 12" OUT (N)=478.97' - AREA DRAIN - LIGHT POLE 0 - AREA DRAIN RIM = 483.61' - DECIDUOUS TREE 12" IN (S)= - CURB INLET 0 -SET CORNER -518" 'X 30" REBAR AND CAP O -FOUND CORNER -AS NOTED a - ODOT MONUMENT -5/8" IRON ROD AND CAP MAP NO. 17-02-32-32 TAX LOT 2900 A. WW -0p7 to57 2298 » sty siA1 urrE 24-~� 2015__ x 4483.75 N89 54'17 "W 2118 WALVE 5 8RASE PLUG 4105 MAIN STREET gxgi+xr d pipe 485 4.87 EA DRAM 1 � of � o N o� 40 46 SALVE 4 484.56 484.58 VE lrov �E .�� VKAJN N89 35 56'"W 86.62' - - gli� 4 45 7062 ' 6 MAIN S TREE T x 610 100 a15"iR-t'i3AC� REGISTERED PROFESSIONAL OREGON JULY 16, 1%2 DANIEL W BAKER 1878 <PIRES 12/31/1 MANHOLE AND STORM LIST WASTFIIAT�',? MANHOLE #015=2002. STORM MANHOLE #110=2303 RIM -= 485.33' RIM = 484.15' 36" !N (E)=470.65' 10" IN (W)=479.65' 36" OUT (W)=470.63' 12" IN (5)=479.02' 12" OUT (N)=478.97' WASTEWATER MANHOLE #016=2055 RIM = 484.38' STORM MANHOLE #107=2056 36" IN (E)=470.29' RIM = 483.61' 36" OUT (W)=470.19' 12" IN (S)= 24" IN (E)= 474.30' WASTEWATER MANHOLE #2292 24" OUT (W)= 474.30' RIM = 485.20' 15" IN (S)=473.42' CATCHBASIN #1 (IN MAIN STREET)=2015 8" IN (E)=474.60' RIM = 483.53' 18" OUT (N)=473.41' 10" OUT (N)=482.4' WASTEWATER MANHOLE #2057 RIM = 483.66' CA TCHBA SIN (IN ALLEY) 18" IN (S)= RIM = 471.93' 6" IN (E)=470.75' 24" IN (E)= 469.88' 10" OUT (W)=470.15' 24" OUT (W)= 469.86 AREA DRAIN (IN PARKING AREA)=2140 AREA DRAIN (IN PARKING AREA)=2051 RIM, = 484.87' RIM = 483.95' (FILLED WITH DIRT) 8" IN (E)=482.35' AREA DRAIN (IN PARKING AREA)=2141 AREA DRAIN (IN PARKING AREA)=2051 RIM = 483.9 1 ' RIM = 484.16' (FILLED WITH DIRT) 8" IN (W)=482.06' STORM MANHOLE #111=2186 RIM = 484.75' 12" IN (S)=479.85' 8" IN (W)=480.18' 8" !^I (E)=480.24' 12" OUT (N)=479.80' FINAL SITE PLAN T�tn caks OF t3 NOV 10 2015 planner: -�_ REGISTERED PROFESSIONAL OREGON JULY 16, 1%2 DANIEL W BAKER 1878 <PIRES 12/31/1 ZONE: CC 1141& AIV PEDESTRIAN CROSSING SIGN & SIGNAL LIGHT I I IZONE: CC mm�m�* LUPI IUP---> PEDESTRIAN CROSSING SIGN & SIGNAL LIGHT 64'-0" ZONE: CC POWER POWER POLE W/ POLE STREET LIGHT 108'-1" GJ� D� AVICINITY MAP 5 NOT TO SCALE SITE PLAN - EXISTING CONDITIONS GENERAL NOTES MAIN ST. SITE 4105 MAIN ST SPRINGFIELD, OREGON 97478 1111LISImm STOP & STREET NAME SIGN BUS STOP aR] il— U) r It APPROXIMATE LOCATION OF (E) STRIPING, TYP. MAIN ST. TOTAL SITE AREA: 17,811 SF SITE DEMOLITION TO INCLUDE CONCRETE SIDEWALK, F7-11 7-71 BUILDING FOOTPRINT TO BE DEMOLISHED: 1,334 SF ASPHALT PAVING AND STRIPING, TRASH ENCLOSURE, LANDSCAPING (APPROX. 8% OF SITE} POLE SIGN, BICYCLE PARKING, AND BUILDING AS TOTAL LANDSCAPE AREA: 170 SF (APPROX 1%) REQUIRED FOR NEW WORK. SEE SHEET SR1.2 AND CIVIL TOTAL IMPERVIOUS AREA: 17,641 SF (APPROX. 99%) FOR PROPOSED SITE PLAN AND BUILDING ^ INDICATES EXISTING SLOPE DIRECTION DIMENSIONS ARE APPROXIMATE TIME OF TRAVEL ZONE: 20 YEARS 78' - 2" ZONE: CC I ZONE: CC ZONE: CC FIRE POWER POLE HYDRANT 1 j• 1 • I • • i I • I ZONE: CC I i• i • i • i • a • • ZONE: CC oi EXISITING SITE PLAN 9 1/16" = 1'-0" 0 0 00 POWER POLE LANDSCAPING SHRUBS & LOW GRASSES CONCRETE RAMP STOP & STREET NAME SIGN HH 50' -0 • "' (E) R.O.W. i€ POWER POLE WATER ' METER I? CLEAN I; i OUT FI, j iIII • << ASPHALT I tF APRON $°t ' • 11 c Ii11 U Ili! jitt d•, �( �rs1 U) !1!I e ut ± 36'- 1 ;+ PAVING WIDTH ttid tris • tttt itl} tj(t tilt ttti ASPH4i.T SIDEWALK W/ CON§RETE CURB '1.11.1 1jk? 1�1' • CATCH BASIN ' (E) APARTMENT TRASH ENCLOSURE • 40'-0" (E) R.O.W. • / POWER POLE ` W/STREET LIGHT AREA DRAIN - POLE SIGN CLEAN OUT > �r L 11 M CONCRETE BUILDING PAD °4.. da � < ° d• i a 1 (E) 1,334 SF BUILDING t .a , N a „ 1 BICYCLE '$ PARKING t t AREA DRAIN - p � r C7 8'- 0" -2'- 6" cv N <— U i� w ASPHALT PAVING i O TRASH ENCLOSURE WHEEL BUMPERS J i 1 PROPERTY LINE i AREA DRAIN 86.62' ZONE:MDR UCH IN LINK FENCE i` W/ PRIVACY SLATS ON SOUTH & EAST PROPERTY LINE (E) APARTMENTS 1C. 6opq t�ac't G�-e5 1� a0I'� FINAL SITE PLA NOV 10 2016 planner i . .4 MIN= MERE 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 PROJECT NO.: 15756 ISSUE DATE: 07/26/16 SITE PLAN - EXISTING 23'-5" 63'-4" 48'-8" 9'-811 8'-6" 12'-0" 2'-11" 5'-0" 32'-0" 11'-8" 40 Jo (E) POWER POLEPICK UP WINDOW (N) 6" CONCRETE 10 Jo 5'- 0" 3' - 0" CURB @ (N) DRIVE I I - ZONE: CC THRU LANE 209 45' (CNVIRAINGARDEN, SEE in ADD'L SETBACK FOR FUTURE EMX 96' RIGHT-OF- WAY DASH INDICATES 5'-0" LANDSCAPE SETBACK (N) CONCRETE SIDEWALK, SEE CIVIL (E) CONCRETE CURB TO REMAIN, TYP NO CHANGE TO ROADWAY LOCATION (N) LANDSCAPING z N 75 (N) CONCRETE PATIO (N) CATCH BASIN, SEE CIVIL 1 (E) CATCH BASIN TO REMAIN �s (N) STORMWATER FILTRATION PLANTER W/ 6" C? PERF PIPE, SEE N CIVIL N ADA COMPLIANT RAMP, SEE CIVIL 4 , ° — _ 6 a oCb o 0 0 0 0 0 0 °o 0Q, 00° o° O `p °= > ° °o , SR -1.3 -°` 4 0° PICK UP LANE SECURE LONG- •� o ;r _,, tr =r_.",_, SR -1.3 5 , , F N <= ^' ' TERM BICYCLE e -- r PARKING, 1 SPACE __ n d- ;•a .r ,o°o �o °°@ INTERIOR o :o •- - • 4•:: o o aSTORAGE AREA o°a ° - -'',-. ='- - •-r�- xxx a, ' DS DS (N) COVERED TRASH ® � ENCLOSURE W/ SANITARY DRAIN 4- a ' - 0" " . - co PARKING BUMPER, i� TYP 4' - 6" a CN_ a 3 SR -1.3 11 12 13 14 15 1 6 17 N a TRUNCATED DOME TEXTURE 2' DEEP X WIDTH 4 OF AISLE OR WALKWAY - SR -1.3 2 ' 000000 SEE ALSO CIVIL 6 " VAN ACCESSIBLE PARKING oogcoSPACE W/ SIGN INCLUDING <= o °o INTERNATIONAL SYMBOL t ' < OF ACCESSIBILITY & "VAN (N) ASPHALT w ACCESSIBLE" DESIGNATION PARKING LOT & a 4 N @ T-0" AFF, SEE CIVIL STRIPING _ - a - vi THROUGHOUT - ` aej -1 a > < e _a4• , °. d xaa ° A °.-A=:°°°o°°0000o0oaaoaaaM 7'-0" 8'-0" A o: 0 TYP ° a a' 00000 o0 COMPACT 18'-0" 24'-0" 4 5 6 7 8 9 10 c"a P4. -4 4. C C C C C • (N) PEDESTRIAN •a _ _ 1 CROSSING 6' _ ptt o ZV SR -1.3 N 00 00 a °a d o0o0o000 00o V ' • `+ ,{" — —, ,- — � o°0000a0000°o°0000 ' paUPa` d' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a \ I Q' .J 4 _ •;.♦_ - I,r_ - O ° O° OO°O°°. i -- �.—_ _ .a q, ,U p- '° .,°d _.d•a .. •as a, s7" 6, °, r a .°, i °• ° Q,♦ a. .''i. , a•a•' o, d > > ••e • - ,'.A4 - ae - 4' a•4 y Atl °- d' ;e _ '_ .'- ° • 4 ° _ ' °_ ♦• ;. �e4 p'A • d ♦av•.e♦ v.a-. ;.avt' i`ia - ••e - •,e,aiLeid :''_de' r e♦• -'°' _ s- �,_ a ,°- 'd - d b •_. _ - °° ,° _ 4, d `, aO •�- . _ B t - 4 d ' aa ° 4 d da ° a4'4 ;° d qae ' 4 Q° °, e 4. 183.97 (R} STOP & STREET (N) CONCRETE SLAB ON (N) HOOP STYLE RACK ACCESSIBLE PATH (N) CONCRETE (N) EXTERIOR POLE (E) GUTTER OF NAME SIGN W/ (N) POST GRADE FOR BACKFLOW BICYCLE PARKING TO RIGHT-OF-WAY DRIVEWAY, SEE LIGHT, TYP / 2 CURB UON -SEE & BRACKETS, SEE CIVIL DEVICE, SEE CIVIL 4 SPACES CIVIL CIVIL (N) ADA COMPLIANT 7'-0" PUE EASEMENT RAMP, 6" MAX i SLOPE, SEE CIVIL 1 18 1 19 (N) WEST PROPERTY L LINE LOCATION (E) POWER POLE • • e�� • �� • ee�� • . • . • . a e� • era • e� • e� • � e � • �• • �� • �� • ® e e� a e� • eee� • e� • eae� • e� e � • 1 SITE & LANDSCAPE PLAN 1 1/8" = 11-01, SITE PLAN - PROPOSED GENERAL NOTES TOTAL SITE AREA: 17,811 SF VEHICLE PARKING REQ'S:1 SPACE / 100 SF GROSS BUILDING FOOTPRINT: 2,100 SF (APPROX. 12% OF SITE) 2,100 SF FLOOR AREA / 100 SF = 21 SPACES REQ'D O (N) LANDSCAPING CONSISTING OF TOTAL LANDSCAPE AREA: 4,229 SF (APPROX 24%) 21 PROVIDED u ORGANIC GROUNDCOVER 30'-0.. 15'-1" 60'- 5 DIMENSIONS ARE APPROXIMATE BICYCLE PARKING REQ'S: 1 SPACE / 600 SF OF FLOOR AREA a 2,100 SF 1600 SF = 4 SPACES, (1 LONG TERM, 3 SHORT TERM) @ (N}CONCRETE 4 SHORT TERM & 1 LONG TERM PROVIDED o -� s �Ut r: (N) STORMWATER FILTRATION PLANTER o 0(N) GRAVEL LU co S41STST APPROXIMATE d _ - _.._.._._ _...—..__...._._..._....... - _ _ _ - _... _.._—._. �_._...— _...__.._._. LOCATIONOF (E) O w_.._...__._._.__.._M._ =�— STRIPING, TYP _-._...__._._......_.__.....-..-.--..._...-._........--__�......................__......_ a cn — ------ -=-- — ........... ............_....__. _.:...:_.... (E) POWER POLE • • e�� • �� • ee�� • . • . • . a e� • era • e� • e� • � e � • �• • �� • �� • ® e e� a e� • eee� • e� • eae� • e� e � • 1 SITE & LANDSCAPE PLAN 1 1/8" = 11-01, SITE PLAN - PROPOSED GENERAL NOTES TOTAL SITE AREA: 17,811 SF VEHICLE PARKING REQ'S:1 SPACE / 100 SF GROSS BUILDING FOOTPRINT: 2,100 SF (APPROX. 12% OF SITE) 2,100 SF FLOOR AREA / 100 SF = 21 SPACES REQ'D O (N) LANDSCAPING CONSISTING OF TOTAL LANDSCAPE AREA: 4,229 SF (APPROX 24%) 21 PROVIDED u ORGANIC GROUNDCOVER TOTAL IMPERVIOUS AREA: 13,582 SF (APPROX. 76%) DIMENSIONS ARE APPROXIMATE BICYCLE PARKING REQ'S: 1 SPACE / 600 SF OF FLOOR AREA a 2,100 SF 1600 SF = 4 SPACES, (1 LONG TERM, 3 SHORT TERM) @ (N}CONCRETE 4 SHORT TERM & 1 LONG TERM PROVIDED s r: (N) STORMWATER FILTRATION PLANTER 0(N) GRAVEL of 41 8# 16' 0 2 iii z O N CQ 00 (N) LANDSCAPING 00 ti r (E) CHAIN LINK FENCE W/ (N) PRIVACY SLATS PROPERTY LINE �? co r 0 N INDICATES TRAFFIC FLOW DIRECTION iZ:1-1il CIRCUMFERENCE o t 00 (N) FIRE HYDRANT, SEE CIVIL - MAINTAIN 3' CLR ALL SIDES m ui O u (N) 5' WIDE CONCRETE SIDEWALK (E) CATCH BASIN TO REMAIN (N) ON -STREET PARKING SPACES DASHED -IN LINES SHOWN FOR REFERENCE - NO STRIPING IN R.O.W. •' l 860 WEST PARK, SUITE 300 EUGENE, OR 97401 541.344.9157 ,r 1� 1 R z 0 (I W W ® Of LL 0 (DJ Z W LL z vi LL If^ CL vj � v♦ 0 w Z w V1 0 _z Lo Q s r a) d- a) 0f a) U) PROJECT NO.: 15756 ISSUE DATE: 07/26/16 16 FINAL 1TE PLAN SITE & LANDSCAPE Nov 10 2016 PLAN - �° PROPOSED �t,l� �p� `NP2.1to-moo 5L� !�an Rf Vl Gtr VD CimeS �� 3o� t� SR -1,2 PLANK SID'"'^ SYSI SIGNAGE, I PANEL SID' SYSI ALUM IN STOREFRONT FRA W1 INSULATED GLAZI AWNI PERFORAI METAL SCRE OVERHE DC METAL RAIL SHEET METAL SIDING SYSTEM WEST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION 1/411 = 1'-0" AWNING SIDING COLOR MAY VARY PICK UP WINDOW 485.74 FFE 3 SOUTH ELEVATION 1/41' = 1'-0" 4 EAST ELEVATION 1/4" = 1'-0" STEEL ROOF STRUCTURE MASONRY ENCLOSURE STEEL LOCKING GATE r NORTH -TRASH ENCLOSURE `/ 1/411 = 1 '-0" 12 ,- SM GUTTER W/ DS TO kDJACENT RAIN GARDEN a WEST -TRASH ENCLOSURE v 1/411 = 1 `-0" 1�rut¢-0003e Si+e ?(on Revi eUJ DUn Wts n qo� �3 NOY 10 2016 planner 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 ON l kov. S BEGIN TI INTO SID ALK 484.17 EX TO 483.67 EX GB BEGIN TIE INTO CURB' 484.14 EX TO 483.62 EX GB ®riM 44 84 � 484.15 EX TO MAINTAIN AND 483.67 i EX GB PROTECT EXISTING -- CATCH BASIN 484.15 ' EX TO 483.72 EX GB CQN)T STD. CLEANOUT WITH CAST IRON LID. PAVING CONSTRUCTION NOTES 17. RESTORE AC PAVING TO ORIGINAL STRUCTURE. REFER TO CITY OF SPRINGFIELD TREANCH REQUIREMENTS 83. SAW CUT AND REMOVE EXISTING AC. GRADING LEGEND AC ASPHALTIC CONCRETE AD AREA DRAIN BW BACK OF WALK CB CATCH BASIN CONC CONCRETE EX EXISTING FFE FINISH FLOOR ELEVATION GB GUTTER BAR LA LANDING < DIRECTION OF FLOW CONST 6" SOCK WRAPPED PERF PIPE. . . - . --- ADJACENT PROPERTIES C-2.0. 2. 63 CU. YD. CUT - 166 CU. YD. FILL. BEGIN TI INTO SID ALK 484.17 EX TO 483.67 EX GB BEGIN TIE INTO CURB' 484.14 EX TO 483.62 EX GB ®riM 44 84 � 484.15 EX TO MAINTAIN AND 483.67 i EX GB PROTECT EXISTING -- CATCH BASIN 484.15 ' EX TO 483.72 EX GB 450. CQN)T STD. CLEANOUT WITH CAST IRON LID. LEGEND QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT AND ST 24 SD EXISTING STORM DRAINAGE SYSTEM (D ST CONSTRUCTION NOTES NOTES DWV PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH 409. CORE INTO EXISTING CATCH BASIN. 1. FOOTING DRAINS TO BE TIED INTO PROPOSED 8" - - • - EXISTING BOUNDARY PROPOSED STORM DRAINAGE SYSTEM 410. CORE INTO EXISTING MANHOLE. STORM PIPE AT THE NORTH END OF SITE. RUBBER VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED EXISTING STREET LIGHT 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET CONST 6" SOCK WRAPPED PERF PIPE. . . - . --- ADJACENT PROPERTIES C-2.0. 2. 63 CU. YD. CUT - 166 CU. YD. FILL. RUBBER Q OHE EXISTING OVERHEAD ELECTRIC 412. CONST DUAL CHAMBER CATCH BASIN W/O FOSSIL FILTER AS GASKET JOINTS AND TRACER WIRE. = - - - = EXISTING CURB &GUTTER SCALE 1 -10, PER DETAIL. REFER TO SHEET C -2A. 3. IMPROVEMENTS IN ODOT ROW SHOWN FOR REFERENCE W EXISTING POWER POLE 414. CONST DUAL CHAMBER CATCH BASIN W/FOSSIL FILTER AS ONLY. TO BE CONSTRUCTED UNDER PERMIT FROM © EXISTING SIGN 10 0 10 20 480. PER DETAIL. REFER TO SHEET C-2.0. ODOT. 8"W EXISTING WATER MAIN 415. CONST 12" CATCH BASIN AS PER DETAIL. REFER TO SHEET � W C-2.0. 4. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM 484.57 411 AD #1 442. CONST ROCK LINED DRAINAGE CHANNEL PER DETAIL. REFER AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, 0 EXISTING WATER METER SECONDARY 6" GRATE OUT=483.58 TO SHEET C-2.0. THE SPRINGFIELD DEVELOPMENT CODE AND THE EDSPM, 485.91 TO 485.18 TO. TO 484.68 PRIMARY 2" ORIFICE OUT=483.28 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET THE RAIN GARDEN AND STORMWATER PLANTER SHALL BE 485.41 AC ® EXISTING WATER VALVE 6" FL OUT=481.32 C2.0. FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED-8"WW - - - EXISTING WASTEWATER SYSTEM 444. CONST STORMWATER PLANTER AS PER DETAIL. REFER PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF k!T Digitally signed � � b Scott Morris y T4 SHEEP. C-2.0. THIS EXISTING CATCH BASIN 1 445. CONST 3 ROUND ROCK SPLASH PAD. CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE G ®ate. 2016.10.06 09:35:29 -07'00' AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER " 450. CQN)T STD. CLEANOUT WITH CAST IRON LID. QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT AND ST 24 SD EXISTING STORM DRAINAGE SYSTEM 475. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH N W/SOLVENT WELD JOINTS. TIME AS THE RAIN GARDEN AND STORMWATER PLANTER �- 811ST PROPOSED STORM DRAINAGE SYSTEM WOM'� :� 476. CONST 4" STORM DRAIN PIPE, D3034 PVC WITH GASKET JOINTS AND TRACER WIRE. RUBBER VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED EXISTING STREET LIGHT q 477. CONST 6" SOCK WRAPPED PERF PIPE. w PLANTINGS FOR THE SITE. M P. 478. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER Q OHE EXISTING OVERHEAD ELECTRIC � GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAW PIPE, C900 PVC WITH RUBBER W EXISTING POWER POLE GASKET JOINTS AND TRACER WIRE. © EXISTING PHONE PEDESTAL 480. CONST 10" STORM DRAIN PIPE, C900 PVC WITH RUBBER W GASKET JOINTS AND TRACER WIRE. � W 484.57 411 AD #1 BW 484.88 TO 0 484.68 CONC GRATE SECONDARY 6" GRATE OUT=483.58 4$4.38 AC 485.91 TO 485.18 TO. TO 484.68 PRIMARY 2" ORIFICE OUT=483.28 485.41 AC 484.68 AC /485.18 CONC 6" FL OUT=481.32 a Q aLZ 450 CO #2 Il 8 FL OU j I =481.84 48- LFII 484.20 1- 0 CO #1 �- ' - > 484.59 CONC 445 C 484 TO 484.11 TO 485.5 TO 450 4 FL OUT � 485.09 TO 442 48 . AC o°� 484.61 AC 485.0 AC I =483.3 3' CURB - , . V/-7. - S=0 %43.86 TC f 485.09 TO 485.32 TO 485.7 TC I 485.65 BREAK F ''W 3,36 AC 484.59 AC 484.82 AC 485. AC ( AC/GONG DRAT A ✓. 445 # 4 ST c -� 484.60 485.18 TO 3' CURB DS c DS AC/CONC 484.37 ' I 7 485.38 484.68 484.68 AC BREAK FOR I 475 76 LF 4 .72 484.68 CONC DRAINAGE `t S=2.00% NC AC AC/CONCH 00 84.22 TC It, I 83.72 AC C #1C P 6FL OUT=481-.82--14D12\485.38 G TE=483.36 D V MI V O'AC r Q '' O co # 484. 6 TO FFE=485.74a 483.96 AC / 000 O ` 00 \485.38 \0 AC 1 00 483.86 TC2 00 /48P.36 AC f ` 6" FL OUT=481.65 41 J LP � G TE=483.36 485.651\\485.38 445 485.72 # TC/AC AC -Y� CONC 485.09 TO 485.63 485.07 TO 484.16 TO 484.59 AC TC/CONC o . o o a Q 485.67 TO 484.57 AC 483.66 A C� 484.57 C 44 a o 485.65 ~i END TIE 45 LF ' -- - 485. TO 485.13AC/CONC AC5.38 INTO C RB 84.21 4 477 4 .15 ACCB 3 I J B 4. o 85.2 4 FL OUT=482.58 414 484.77 1 � a a`� a`{ � 0 - fie I 485.20 B 4 1 $4.40 T FL= 484.85 AC AC 13 0 o = 485.41 TC TC/AC BW/GRATE=484.46 BW `� �, c' w o 479.10 0- 4.91 AC U �? v 486.10 TCS 4 ° ° ° ° ° 485.62 TC �- 74 •195 483.99 AC 484.68 TC 485.11 TO 485.39 TC ~ �-°" 0 0 0 0 0 �, ,� 485.60 A 4 1 0 85.12 485.12 AC - ---- 484_8 C - - - --- ----- -- - - -- -�= --- --- - -- EX GB LA�. � .�-AC= -484.6-1-AG 483.75 �'h , EX GB " W s'°FRF _ 484.64 84.38a 484.68 °. 483.6 o BW BWi BW 478 95 LF _ - 483.7 �� o ,_ _.,._.. _. - - S=2.00% EX B EX G �4>�4.3T. �� ... . ' .. � , . � � Q. � � 83.79 EX TOEX - 483.80 - EX GB 483.82 - 00-Aa5.1 o EX GB11;�' 25 LF LA BW 484.11 484.76 0 o 3:: rW, c I.- f _ FY __ r4 484.9 T\ T - - - 484.41 A 478 S=" 1.00% ■� CP4 I 484.23 o EX GB L -� 484.77 AC I i I 485.75 TO 1485.25 AC CB 428 NEW 6" FL IN (NE)=480.56 409 8" FL IN (S)=482.26 10" FL OUT (NW)=480.46 a GRATE=484.46 6"W ------4-2 "SB----- -�8"tNt�V`-- - - SD MH 111 10" FL IN (SW)=479.65 10" FL IN (SE)=479.02 12" FL IN (S)=478.97 12" FL OUT (N)=478.97 RIM ELEV.484.1 FINAL SITE PLAN NOV 10 2016 Gnv� 1V2_,L0_000�(0 92 A4 Lu cc 0O a o N WOM'� :� N W q w 0 O w M P. o Q � q � u 92 A4 Lu cc 0O w 92 Z3 0O o N W q O O o Q � q � W SHEET C-1.0 o N W o Q W W W � W 0 z a Q aLZ SHEET C-1.0 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. I WW MH #007 -� - SOUTH 49ST S TRUE T 18" FL IN (S)=469.98 + 24" FL IN (E)=469.88 24" FL OUT (W)=469. 6--'' _ - RIM ELEV.483.66 y8" SD MH J110 410 NEW 8s, FL IN (NE)=478.98 SD MH J107 10" FL IN (W)=479.65 12" FL IN (SW)=474.40 12" FL IN (S)=479.02 / 24" FL IN (E)=474.30 12" FL OUT (NW)=478.97 j 24" FL OUT (W)=474.30 RIM ELEV.484.15 RIM ELEV.483.61 FL=470.76 -----l-2 "SB--- - - ----98"w - - FINAL SITE PLAN NOV10 2016 planner: l� C P 5lk PI M& gi,11A0,J o -a-ke-s V a (a bC I�;;5 U u WATER CONSTRUCTION NOTES z x 0 5 W W LIGHTING NOTES: 500. CONST %�' PVS SCHEDULE80 WATER LINE LEGEND Q POLE MOUNTED CSX1 LED FIXTURE ON FIBERGLASS POLE. SL 501. CONST 1 PVC SCHEDULE 80 WATER LINE. � WOM•� H EXISTING BOUNDARY �C-8"WW MOUNTING HEIGHT TO BE 16 FEET ABOVE PAVED SURFACE REFER 502. CONST 6" C900 CLASS DR -18 WATER LINE W/TONE WIRE. _ • - M0. ® PROPOSED WASTEWATER TO SHEET C-2.1 FOR FIXTURE INFORMATION. 505. CONST 3/4" GATE VALVE AND PROVIDE 8" VALVE BOX. - . - . _____ . _ _ ADJACENT PROPERTIES 1-1/2" PROPOSED WATER 1. ELECTRICAL DISTRIBUTION SYSTEM TO SERVE PROPOSED LIGHTS WILL BE 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER PREPARED BY A LICENSED ELECTRICIAN DURING THE BUILDING PERMIT PROCESS. GLANDS. = - - - = EXISTING CURB & GUTTER PROPOSED WATER VALVE 531. CONST 6" MJ X 6" FLG X 6" MJ TEE WITH RETAINER EXISTING SIGN ' 2. TWR1 LED PACK LIGHTS ARE PROPOSED TO BE ATTACHED TO THE BUILDING GLANDS. PROPOSED FIRE HYDRANT AT LOCATIONS SHOWN ON THE PHOTOMETRIC ANALYSIS. REFER TO SHEET C-2.1 FOR FIXTURE INFORMATION. 535. CONST STD. FIRE HYDRANT. SEE DETAIL SHEET C-2.1. 8"W EXISTING WATER MAIN UTIL PROPOSED UTILITIES PHONE, 544. INSTALL %" ZURN WICKETS 375 REVERSE PRESSURE U z CABLE & ELECTRICAL) 3. EXISTING 6 FEET CHAIN LINK FENCE WILL BE SLATTED TO PREVENT LIGHT PRINCIPLE ASSEMBLY. SEE DETAIL SHEET C-2.1. EXISTING WATER METER TRESPASS TO NEIGHBOR PROPERTIES, 545. CONST HOT BOX FIBERGLASS FLIP TOP ENCLOSURE GAS PROPOSED GAS o AND CONCRETE PAD PER DETAIL. CONCRETE SLAB W 0 EXISTING WATER VALVE 4. POLE LIGHTING WILL BE CUT OFF FIXTURES SHIELDED AS NECESSARY TO t� SHALL BE 4" THICK. REFER TO SHEET C-2.1. �- 8"WW - - - EXISTING WASTEWATER SYSTEM PREVENT LIGHT TRESPASS. ® WW CONSTRUCTION NOTES ® EXISTING CATCH BASIN 209. CONNECT TO EXISTING STUB. ST 24" SD 241. CONST TRASH ENCLOSURE DRAIN PER DETAIL. REFER TO SHEET EXISTING STORM DRAINAGE SYSTEM C-2.1. -,+� EXISTING STREET LIGHT 250. CONST CLEANOUT W/CAST IRON LID. FRANCHISE UTILITY 280. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER -OHE- EXISTING OVERHEAD ELECTRIC CONNECTION AND FINAL GASKET JOINTS AND TRACER WIRE. ROUTING TO BE DETERMINED 280a. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV EXISTING POWER POLE BY SUB AND SITE ELECTRICAL CONTRACTOR W SOLVENT WELD JOINTS. © EXISTING PHONE PEDESTAL 281. CONST 6" PVC WASTEWATER PIPE ASTM D3034 WITH RUBBER ABANDON EXISTING STUB _AND PLUG PIPE GASKET JOINTS AND TRACER WIRE. I WW MH #007 -� - SOUTH 49ST S TRUE T 18" FL IN (S)=469.98 + 24" FL IN (E)=469.88 24" FL OUT (W)=469. 6--'' _ - RIM ELEV.483.66 y8" SD MH J110 410 NEW 8s, FL IN (NE)=478.98 SD MH J107 10" FL IN (W)=479.65 12" FL IN (SW)=474.40 12" FL IN (S)=479.02 / 24" FL IN (E)=474.30 12" FL OUT (NW)=478.97 j 24" FL OUT (W)=474.30 RIM ELEV.484.15 RIM ELEV.483.61 FL=470.76 -----l-2 "SB--- - - ----98"w - - FINAL SITE PLAN NOV10 2016 planner: l� C P 5lk PI M& gi,11A0,J o -a-ke-s V a (a bC I�;;5 U A z x 0 5 W W bA a" �o Q N � � WOM•� H M0. W a o`� o �►`7:1�1�11 C-1.1 A z x 0 5 W W �►`7:1�1�11 C-1.1 Q o an R� W U z U o W d t� z �►`7:1�1�11 C-1.1 # PAVING CONSTRUCTION NOTES 1. CONST MONOLITHIC CURB & SIDEWALK AS PER DETAIL. REFER TO SHEET C-2.2. 3. CONST CURB & GUTTER AS PER CITY OF SPRINGFIELD STANDARDS. 4. CONST 12" VERTICAL CURB. REFER TO SHEET C-2.2. 6. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-2.2. 15. CONST 3" AC OVER 14" MIN. CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C-2.2. 16. CONST 4 AC OVER 16" MIN. CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C-2.2. 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-2.2. 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-2.2. 45. CONST ADA RAMP PER CITY OF SPRINGFIELD STD. DWG 3-14. REFER TO SHEET C-2.3. 46, CONST BOLLARD PER DETAIL. REFER TO SHEET C-2.2. 80. CONST STD DRIVEWAY PER CITY OF SPRINGFIELD STD. DWG 3-22. REFER TO SHEET C-2.3. 84. SAW CUT AND REMOVE EXISTING CONCRETE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C-2.3. 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-2.3. 100. INSTALL WALL MOUNTED DISABLED PERSON/VAN-ACCESSIBLE SIGN AS PER DETAIL. REFER TO SHEET C-2.2. 4^4 ILIflTAI I \nA1Vl MTC rmot%IIDIAIP CI ATC TA CVICTIAi7% G' f%UAIAI 1IAIV CCAVnC NOTES: 1. ADA COMPLIANT WALKS AND PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.00% OR LESS. SEE DETAIL SHEET C-2.3. 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 TO BE DIRECTED AND APPROVED BY PROJECT GEOTECHNICAL ENGINEER. 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. ODOT PERMIT REQUIRED. CS)1gl-q 1S! mm • EXISTING BOUNDARY -- --� -- ADJACENT PROPERTIES EXISTING CURB & GUTTER EXISTING SIGN ® PROPOSED CATCH BASIN �iFwo -00U3�o �Do� Cc�e.S FINAL SITE PLAN NOV 10 01 O O 0 �2 z z�cc fw wW A cc � o � r - H d• p N � q O rn A l P- M N Q v Q w a o w 0 mea Q � 0 c� O O 0 �2 z z�cc fw wW A cc � o � O O 0 �2 d � o � � q � SHEET C— 12 z w w w — O O SHEET C— 12 I OUTLET 53" 48" LONG PLAN VIEW SILT & DEBRIS CONTAINMENT AREA L2jx2jxA FRAME 53" 15" LO PLAN VIEW BIKE PROOF BAR GRATE GRATING 4"0 OR 6"0 NOTES: OUTLET BOX FABRICATED FROM 10 GA. MATERIAL L1'x1�x 3 FRAME o • - 15" OUTLET �� . E E L m co 12" SQUARE SEDIMENT TRAP -00 ON <i W/ DINGED 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. SCALE NONE Gibson Steel Basins DATE: JAN. 23, 06 �� �� i� MODEL: GMC810-1218H8-4&6 247 Washington St. Eugene, Or. 97401 ph: (541) 667 — 8672 fox: 344-0207 TOP OF WALL=485.00± 3" ° ° NOTCH=484.75± ° D D D Q NOTE: 3" DRAIN ° 1. MATCH ROCK TRENCH GRADE WITH NOTCH ROCK (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=11.50% 10" STORM PIPE S=0.507* CB NOTE 1. CONSTRUCT 6" WIDE CONCRETE BAND 4" DEEP AROUND CATCH BASIN STRUCTURE. MATCH RIM AND SLOPE TO ADJACENT AC GRADE 10" STORM PIPE TO TIE INTO BACK OF EXISTING CATCH BASIN. 0 LO O 2" MESH COVERED ORIFICE=483.28 C900 STAND PIPE BELL END UP 6" FL OUT =481.32 SL --11i VARlE 10_ SES 3" DRAIN ROCK 6.5' 2.0' -- .� 6" GRATE 483.58 \-*"---FL RAIN GARDEN =483.08 • ,� Ll 3 i L ROCK DRAINAGE CHANNEL DETAIL NTS 6" D3034 PVC PIPE TO CB #428 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. HOLD SOIL 1" BELOW 2' X 45' TOP OF WALL INTERNAL MATCH CURB TC=484.16± 6" TC=484.16 S=2.00% � PAVING PER PLAN L F STORM PIPE S=1.00% _ _ ° EL=483.16 CURB PER PLAN FL=483.16 1> FL=481.60 A. _ 10"X6"X10" GIL - WYE � _ NOTES: ;wwwwww_wz-_w5www 0 IN ma-mr-ammov aw.- 11 f 8" D3034 PIPE 6" CONCRETE ENCLOSURE CONCRETE FOOTING 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. R,\.e � � PlwYt �'•..Q.,v� e�J -00A v--) FLOGARD TM tr y, { FILTER INSERT (MODEL FGP-24F) ----- - WOVEN MESH FILTER BODY a NOTES: OUTLET 2 BOX FABRICATED FROM N 04 O C 10 GA. MATERIAL ------- NEOPRENE GASKET � (TWO SIDES) � DUCTILE IRON SOLID LID & DUCTILE IRON GRATE BIDE PROOF, HEAVY 0 DUTY TRAFFIC GRATE HIGH SUPPORTS AASHTO FLOW H25 LOADS BYPASS SEDIMENT TRA 15" LO PLAN VIEW BIKE PROOF BAR GRATE GRATING 4"0 OR 6"0 NOTES: OUTLET BOX FABRICATED FROM 10 GA. MATERIAL L1'x1�x 3 FRAME o • - 15" OUTLET �� . E E L m co 12" SQUARE SEDIMENT TRAP -00 ON <i W/ DINGED 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. SCALE NONE Gibson Steel Basins DATE: JAN. 23, 06 �� �� i� MODEL: GMC810-1218H8-4&6 247 Washington St. Eugene, Or. 97401 ph: (541) 667 — 8672 fox: 344-0207 TOP OF WALL=485.00± 3" ° ° NOTCH=484.75± ° D D D Q NOTE: 3" DRAIN ° 1. MATCH ROCK TRENCH GRADE WITH NOTCH ROCK (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=11.50% 10" STORM PIPE S=0.507* CB NOTE 1. CONSTRUCT 6" WIDE CONCRETE BAND 4" DEEP AROUND CATCH BASIN STRUCTURE. MATCH RIM AND SLOPE TO ADJACENT AC GRADE 10" STORM PIPE TO TIE INTO BACK OF EXISTING CATCH BASIN. 0 LO O 2" MESH COVERED ORIFICE=483.28 C900 STAND PIPE BELL END UP 6" FL OUT =481.32 SL --11i VARlE 10_ SES 3" DRAIN ROCK 6.5' 2.0' -- .� 6" GRATE 483.58 \-*"---FL RAIN GARDEN =483.08 • ,� Ll 3 i L ROCK DRAINAGE CHANNEL DETAIL NTS 6" D3034 PVC PIPE TO CB #428 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. HOLD SOIL 1" BELOW 2' X 45' TOP OF WALL INTERNAL MATCH CURB TC=484.16± 6" TC=484.16 S=2.00% � PAVING PER PLAN L F STORM PIPE S=1.00% _ _ ° EL=483.16 CURB PER PLAN FL=483.16 1> FL=481.60 A. _ 10"X6"X10" GIL - WYE � _ NOTES: ;wwwwww_wz-_w5www 0 IN ma-mr-ammov aw.- 11 f 8" D3034 PIPE 6" CONCRETE ENCLOSURE CONCRETE FOOTING 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. R,\.e � � PlwYt �'•..Q.,v� e�J -00A v--) tr y, { I o bA a OUTLET + I I I N 04 O C � o � E 7S�ED�I�MENT a 0 1... W SEDIMENT TRA W/ HINGEDLID o � I TRAP i 48" REPLACEABLE ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM U STATE APPROVED — ASPHALT DIPPED U 24"x42" — 6"0 OUTLET 7 SAND COLLECTOR CATCH BASIN DWG # --E PROD. MAN. DOUG P. Gibson Basins DWN. PAUL G. I SCALE NONE �� 89mf8 19 7P DATE: JAN. 23, 06 MODEL: SCS"0-42H8-6 > 247 Washington St. Eugene, Or. 97407 ph: (541) 687 — 8672 fax:344-0207 15" LO PLAN VIEW BIKE PROOF BAR GRATE GRATING 4"0 OR 6"0 NOTES: OUTLET BOX FABRICATED FROM 10 GA. MATERIAL L1'x1�x 3 FRAME o • - 15" OUTLET �� . E E L m co 12" SQUARE SEDIMENT TRAP -00 ON <i W/ DINGED 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. SCALE NONE Gibson Steel Basins DATE: JAN. 23, 06 �� �� i� MODEL: GMC810-1218H8-4&6 247 Washington St. Eugene, Or. 97401 ph: (541) 667 — 8672 fox: 344-0207 TOP OF WALL=485.00± 3" ° ° NOTCH=484.75± ° D D D Q NOTE: 3" DRAIN ° 1. MATCH ROCK TRENCH GRADE WITH NOTCH ROCK (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=11.50% 10" STORM PIPE S=0.507* CB NOTE 1. CONSTRUCT 6" WIDE CONCRETE BAND 4" DEEP AROUND CATCH BASIN STRUCTURE. MATCH RIM AND SLOPE TO ADJACENT AC GRADE 10" STORM PIPE TO TIE INTO BACK OF EXISTING CATCH BASIN. 0 LO O 2" MESH COVERED ORIFICE=483.28 C900 STAND PIPE BELL END UP 6" FL OUT =481.32 SL --11i VARlE 10_ SES 3" DRAIN ROCK 6.5' 2.0' -- .� 6" GRATE 483.58 \-*"---FL RAIN GARDEN =483.08 • ,� Ll 3 i L ROCK DRAINAGE CHANNEL DETAIL NTS 6" D3034 PVC PIPE TO CB #428 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. HOLD SOIL 1" BELOW 2' X 45' TOP OF WALL INTERNAL MATCH CURB TC=484.16± 6" TC=484.16 S=2.00% � PAVING PER PLAN L F STORM PIPE S=1.00% _ _ ° EL=483.16 CURB PER PLAN FL=483.16 1> FL=481.60 A. _ 10"X6"X10" GIL - WYE � _ NOTES: ;wwwwww_wz-_w5www 0 IN ma-mr-ammov aw.- 11 f 8" D3034 PIPE 6" CONCRETE ENCLOSURE CONCRETE FOOTING 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. R,\.e � � PlwYt �'•..Q.,v� e�J -00A v--) 0 C/7 o bA a 21 N 04 O C � o � a 0 1... W 0 C/7 o Q) � o � (n W o � o (n W o � Q U Z U p d > p Reduced Pressure Principle Assembly VfiLKINS Application . Designed for installation_ on water lines to protect against both A backsiphonage and backpressure of contaminated: water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE@ Usted 1013 • 1APM0® Listed • CSAO 864.4 Options t AWWA compliant C511 (Suffixes can be combined) • Approved by the Foundation for Cross Connection ❑ - with full port QT ball valves (standard) Control and Hydraulic Research; at the University of ❑ L - less bail valves, male pipethread, Southern California ❑ S - with bronze "Y" type strainer ULO Classified (less shut-off valves only, 3/4" - 2 ") ❑ BE with street elbows • C-UL6 Classified (less shut-off valves only, 3/4" - 21"), ❑ FT with integral male 460 flare SAE test fitting ❑ AG - with airgap Materials ❑ SAG - with bronze "Y" strainer and air gap Housing Reinforced Nylon, FDA approved ❑ BOF - with Blow, out/Flush fitting Fasteners Stainless Steel, 300 Series ❑ B - with black fusion epoxy coated ball valves ,& Elastomers Silicone (FDA Approved) struts for theft protection Buna Nitrile (FDA Approved) Internals Deirin, Nylon, NSF Listed Springs Stainless steel, 300 series Accessories Ball Valves Cast Bronze, ASTM 8 584 ❑ Repair kits Struts Forged Brass, ASTM B`124 ❑ Thermal expansion tank Md. XT) ❑ Soft seated check valve (Mdi. 40XL2) Features ❑ Shock arrester (Model 1250XL) Sizes: 1/2", 3/4"; 1" 1-1/4", 1-1/2 2 ElQT=SET Quick Test Fitting Set aximum working water pressure 175 PSI ❑ Blow out /Flush fitting (RK34-3768QF (1/2" or 3/4"), Maximum working water temperature 18D°F RK1-375BOF or RK114-350-375BOF) Hydrostatic test pressure $50 PSI End connections Threaded FNPT ANSI 81.20.1 MODELS 375SE OPTIONAL STRAINER (MODELSXL)' G: Q r D E GB A A tt H ..;--G F F 1-1/4--2- Dimensions & Weiahts (do not include Ioka.) - DwENSIQNS {approximate} WEIGHT MODEL 375 size - 1n. mm, A A BLL B VALVES m: mm in, inm - ------- ---------- -- ---- -- G D - _ in: mm rn. aim LESS' WITH E F G H` S BALL BALL VALVES VALVES m t in: min in. mm ltis, t lbs. k in. mm in. m n. 'iritis g g 112 201 8, W8 12L5 nfa n1a 11516 '49 15/8 41 2 1 ISM6 75 3718 98, 1� 114 311 3 1 76 107 2.6 7279 314 20 >8.78 225 7118` 181 115116 49 1518 41 215116 75 378 58 98 12 321 3 76 118 12114 311 4.712.116.7 2,8 1 25 113118 284 8718' 225 21/4 57 E4671 E4t 4 102 149f16 370 4 102 1331413491151/4 387 8:2 13,7193 4.4 1-1/4 32 14716 378 14318 367 33/8'66 3;3(863314 95' 5314 146 20112 521 3314 95 18 457118 1/2 470: 18:7 8:5 20.5 9.3 1-112 40 95114 387 143/8 357 3318 86 3318 86 3314 95 s314.146 22 559 4112 114 183/4 476 20114 514 1 a.31 8.0 121.5 9.8 2 50 16 406 14 318 367 3319186_,3318 86 33/4 95 32: IEIEG N ^ Q ____....r.., savings:of 6P* and expected service life of over, 4Uj --tit 37 lbs lb, V i2+i�tffdii'AQNe 3 [�� Ti3iCR / 6 m t N:G31 p O iii§'IM-W i E€Sit rk" s'r; •!EE � eelss�."€ati3frr>��^?iit+�i3ia1PS.,�a. �agsa�a 6" DUCTILE CONCRETE THRUST BLOCK 1 l r s t co�iQcrs HBtCx MECHANICAL JOINT --� , t , xa� ROCK TO 6 ABOVE DRAIN HOLE 1 MECHANICAL JOINT X SOLID PRECAST BASE BLOCK ` j NOTES: . =AT W PROW= BY A GOTATr,'UW 8�{t3LE 1. ; # PkiM MT TRAM TAPS. M titiM=D i t VOOM NPUM TM PM= V W= AN V. 35 l ( 3. An CON � i 1 l 5. CtrV= T= MCWSM M Aim STANDARD DRAWING. DO NOT BLOCK NOTES DRAIN HOLES. (NOT. mw":. 6. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. 0. VIUNDM COM IS OEM ,(4P174H9 AVAi AMO FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE i DRAtN OBSTRUCTIONS. 'C <1 10101111=1 M 0=11=11)10 AM S [=j TO 9. HYDRANTS SHALL BE MANUFACTURED BY MUELLER. Gall2ff rSSJ +.t Y'i K i1� t- mit .r2 , :l' EaAE1,5£,11 M CIiQY EIMO 4� r t S. ntrsarua Des AM xounuL,, t � . [�L=.°,ri%S{7,E }�`t.23 i!7x:u.a(t2+3Y1'' 8. ow P/M. HBST [ � .zry rr ur xf f7="z 1'z4�tst a'rnE.., ;exfl SfiGB.e.Fs,«t. I r',r[nF9j t>,+rIMM W wpm art enters u� roam: t rIfsox I rL€sasGtico{ niard u e , tt f, ::- 0" Uve mvim L Ni.- == fit.. S36pp- rm{ s 3t t'r -E d WrN V1.R•IMt-ifT4VfJr1r GRII A1(1gµ '�rr �} 147#r{ ltkcin3e t 'J+.31s) L SIRAMW DLlPI1Nr�. sir.fFAr 'rinxtt 1. a �: lruu•i34;:,#., gn.l::wv "-,i, iS rig it -;oda zFFm �' A ons ti fi .: 0 74S w a 2E €0, -*� CU17±xt= s'u�i�xGa<aa T .� a4ii aYa f-.•�°3n Kbsr-2:ri dirr '� tit . 3R At?t;<.t<e v. VOVVV ftaq s ar$a�raerslsmsVeil ai FhF. G'tS4.fl .dS iYr to s;iLk t'. r xy i'lti k5ia {Yi: `r'�.$� �fis'. �/ .31-3'i� a`.rJ'"�^�.YS.. shi i:3-i`JK� 1S[ �C ilXF sr l�9.E£ 3 N' h>'La r cols ii: -. jra w �:OCR Reduced Pressure Principle Assembly VfiLKINS Application . Designed for installation_ on water lines to protect against both A backsiphonage and backpressure of contaminated: water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE@ Usted 1013 • 1APM0® Listed • CSAO 864.4 Options t AWWA compliant C511 (Suffixes can be combined) • Approved by the Foundation for Cross Connection ❑ - with full port QT ball valves (standard) Control and Hydraulic Research; at the University of ❑ L - less bail valves, male pipethread, Southern California ❑ S - with bronze "Y" type strainer ULO Classified (less shut-off valves only, 3/4" - 2 ") ❑ BE with street elbows • C-UL6 Classified (less shut-off valves only, 3/4" - 21"), ❑ FT with integral male 460 flare SAE test fitting ❑ AG - with airgap Materials ❑ SAG - with bronze "Y" strainer and air gap Housing Reinforced Nylon, FDA approved ❑ BOF - with Blow, out/Flush fitting Fasteners Stainless Steel, 300 Series ❑ B - with black fusion epoxy coated ball valves ,& Elastomers Silicone (FDA Approved) struts for theft protection Buna Nitrile (FDA Approved) Internals Deirin, Nylon, NSF Listed Springs Stainless steel, 300 series Accessories Ball Valves Cast Bronze, ASTM 8 584 ❑ Repair kits Struts Forged Brass, ASTM B`124 ❑ Thermal expansion tank Md. XT) ❑ Soft seated check valve (Mdi. 40XL2) Features ❑ Shock arrester (Model 1250XL) Sizes: 1/2", 3/4"; 1" 1-1/4", 1-1/2 2 ElQT=SET Quick Test Fitting Set aximum working water pressure 175 PSI ❑ Blow out /Flush fitting (RK34-3768QF (1/2" or 3/4"), Maximum working water temperature 18D°F RK1-375BOF or RK114-350-375BOF) Hydrostatic test pressure $50 PSI End connections Threaded FNPT ANSI 81.20.1 MODELS 375SE OPTIONAL STRAINER (MODELSXL)' G: Q r D E GB A A tt H ..;--G F F 1-1/4--2- Dimensions & Weiahts (do not include Ioka.) Zurn Industries, LLC `€ Wilidns 1747 Commerce Way. Paso Robles. Cr> U.S.A. 93446, Ph. 655-663-9876, Fax 605-236-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga. Ontzno L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 .=urn. or i 6114 nentNo: BF-375(SM, t No., 6,513 643, 7,784,483,.& 7;906,280: of No. -h tocol 375(SMj page s of 2 24" - DwENSIQNS {approximate} WEIGHT MODEL 375 size - 1n. mm, A A BLL B VALVES m: mm in, inm • . in. mm G D - _ in: mm rn. aim LESS' WITH E F G H` S BALL BALL VALVES VALVES m t in: min in. mm ltis, t lbs. k in. mm in. m n. 'iritis g g 112 201 8, W8 12L5 nfa n1a 11516 '49 15/8 41 2 1 ISM6 75 3718 98, 1� 114 311 3 1 76 107 2.6 7279 314 20 >8.78 225 7118` 181 115116 49 1518 41 215116 75 378 58 98 12 321 3 76 118 12114 311 4.712.116.7 2,8 1 25 113118 284 8718' 225 21/4 57 2114 5737116 67 4 102 149f16 370 4 102 1331413491151/4 387 8:2 13,7193 4.4 1-1/4 32 14716 378 14318 367 33/8'66 3;3(863314 95' 5314 146 20112 521 3314 95 18 457118 1/2 470: 18:7 8:5 20.5 9.3 1-112 40 95114 387 143/8 357 3318 86 3318 86 3314 95 s314.146 22 559 4112 114 183/4 476 20114 514 1 a.31 8.0 121.5 9.8 2 50 16 406 14 318 367 3319186_,3318 86 33/4 95 5314 146 24 -610 4 314 120:7 2034 527120, 527 19.4 rU 23:5 10.7 Zurn Industries, LLC `€ Wilidns 1747 Commerce Way. Paso Robles. Cr> U.S.A. 93446, Ph. 655-663-9876, Fax 605-236-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga. Ontzno L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 .=urn. or i 6114 nentNo: BF-375(SM, t No., 6,513 643, 7,784,483,.& 7;906,280: of No. -h tocol 375(SMj page s of 2 24" FIRE HYDRANT INSTALLATION DETAIL N.T.S. 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4"PVC WASTE WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN N.T.S. 39" MIN. ELECTRIC 18" MIN. TELEPHONE CABLE " 18 3" 12" 4" 2" JOINT TRENCH DETAIL UTILITIES N.T.S. CSX1 LED LED Area .. r. 0 NOW PROVIDE STORZ ADAPTOR TYP Shipped installed DW6 wakb-za� introducfton WRAP HYDRANT BARREL PER OPIXli ;,a(% WITH 10 MIL PLASTIC 6" Specifications, ..__T, PRIOR TO POUR IN LISTINGS it 7 fi a 6" CONCRETE PAD - BREAKAWAY FLANGE versatile lock that complements, many applications. VALVE BOX 2"-8" ABOVE SIDEWALK 1 fs c �sr1r{ 1 t= arfm j z r7;°flhfR }z;2t 1 w CONC. PAD OR 6" MUELLER GATE int i J� l i�i3G}X1) arc SURROUNDING DATUM C VALVE MECHANICAL Yiclthz 4 JOINT TO FLANGE 14 ° -A D x , 1r %f,?+9,3"') F l?t {6 t{1n tv: • A o Or Height: /rg \ \ O / IEIEG N ^ Q ____....r.., savings:of 6P* and expected service life of over, 4Uj --tit 37 lbs lb, V •!00,000 hours / 6 m t N:G31 p O iii§'IM-W °rs irir,1.11 E€Sit rk" s'r; •!EE � eelss�."€ati3frr>��^?iit+�i3ia1PS.,�a. �agsa�a 6" DUCTILE CONCRETE THRUST BLOCK 7 CONCRETE THRUST BLOCK IRON PIPE ShippedsCpar3teEy# MECHANICAL JOINT --� , MIN. Y3 CUBIC YARD DRAIN RETAINER GLAND ROCK TO 6 ABOVE DRAIN HOLE "U"tN MECHANICAL JOINT X SOLID PRECAST BASE BLOCK FLANGE HYDRANT TEE 65 NOTES: 1. WHEN PIPE IS SHORTER THAN 18', NO JOINTS ALLOWED. USE MECHANICAL JOINT RETAINER GLANDS. TWO %" GALVANIZED TIE RODS MAY BE USED IN LIEU OF THRUST BLOCKS FOR INSTALLATIONS LESS THAN 18' LONG. TIE RODS SHALL BE COATED WITH TWO COATS OF BITUMASTIC. 2. WHEN PIPE IS LONGER THAN 18', RETAINER GLANDS NOT REQUIRED. 3. THERE SHALL BE A MINIMUM OF 18" HORIZONTAL CLEARANCE AROUND' HYDRANT. 4. WHEN PLACED ADJACENT TO CURB HYDRANT PORT SHALL BE 24" FROM FACE OF CURB. 5. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AS PER THRUST BLOCK STANDARD DRAWING. DO NOT BLOCK NOTES DRAIN HOLES. . Spxlix; t$#Q j0f9Nrt7afg6g (til"& : 6. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. 7. FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE FROM DRIVEWAYS, POLES, AND OTHER OBSTRUCTIONS. 8. HYDRANT PUMPER PORT SHALL FACE DIRECTION OF ACCESS. . EtP9 sa.IiA2li$CD?A79ASiirXY3 '. 9. HYDRANTS SHALL BE MANUFACTURED BY MUELLER. Gall2ff rSSJ +.t Y'i K i1� t- mit .r2 , :l' EaAE1,5£,11 M FIRE HYDRANT INSTALLATION DETAIL N.T.S. 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4"PVC WASTE WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN N.T.S. 39" MIN. ELECTRIC 18" MIN. TELEPHONE CABLE " 18 3" 12" 4" 2" JOINT TRENCH DETAIL UTILITIES N.T.S. CSX1 LED LED Area .. r. 0 NOW EXAMPLE; QSX1 LED 60G iCiQp 40KT3Ni MVOLT SPA D©SXD E5X1 iEfi 60C .„ C5I10 60_iQ fi1 70 sA 4GK tttfRa. 7��t0i�kippedduded Shipped installed DW6 wakb-za� introducfton .,; PER OPIXli ;,a(% TheContour Sericsiuminaires, offer traditional Specifications, ..__T, square dayforms (vith softened edges for a LISTINGS it 7 fi a Ectrd;js Tx' = t versatile lock that complements, many applications. EPA: DhiG 1 fs c �sr1r{ 1 t= arfm j z r7;°flhfR }z;2t 1 w The uS:X1 Combines the latest in LED technology Length int i J� l i�i3G}X1) arc iththefan�l6araestheticoftheOantour Series Yiclthz 18412" _ for stylish, high-performance illumination that lasts. 0[ D x , 1r %f,?+9,3"') F l?t {6 t{1n tv: H 1 It is ideal for replacing traditional metal halide Height: /rg 1•lal3 �i, r TJ'm tl. ,_c a e r3cuie cf c,-rf eaoorArclrcutm?n ("S in area lighting a . lications with typical energy IEIEG FF4eItEt z tr}'zr ,+ 13N;1XD srxf,t'� ____....r.., savings:of 6P* and expected service life of over, Weight --tit 37 lbs lb, V •!00,000 hours {rnax} h t N:G31 EXAMPLE; QSX1 LED 60G iCiQp 40KT3Ni MVOLT SPA D©SXD E5X1 iEfi 60C .„ C5I10 60_iQ fi1 70 sA 4GK tttfRa. 7��t0i�kippedduded Shipped installed DW6 wakb-za� TECs IWO R,°Qnlm 50K s A TA# �,pft,i 1201 SPA PER OPIXli ;,a(% tl 1 74"A �gaI 3" roo',I q DO =01 At�-,ird,,ew'bt{w}ra FPA! 4,1,7) IAW0 LISTINGS iS PPA l Ectrd;js Tx' = t icSPvAki1.7aa dLh-t�Ysndar i -IJ Tltih >t>fhae DhiG 1 fs c �sr1r{ 1 t= arfm j z r7;°flhfR }z;2t the ber7..Cc�sal,ed. ,22�.ti:Ec�tiiEui�v...31.fiE Y,G(Fk.C.�L:i.3i - ,'tC� fi77= 1t s YEA Inc€ -t Iis int i J� l i�i3G}X1) arc 2s"Si'a'>s��`twu.�';s: A7 Shippedsepatatelg SI' jet L112 27,?,It #�fant VIARRANTY 5P1f'486 S < tg £ 0[ D x , 1r %f,?+9,3"') F l?t {6 t{1n tv: iEs717c xh C 3} Nst{; PERPENDICULAR SIDEWALK RAMP NTS 6.0' EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, 3.5" AC PAVING SHALL BE CLEAN AND SURFACE AS PER PLANS FREE FROM FOREIGN MATERIAL 6 :: . • BEFORE APPLYING EPDXY. NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. KEYED NOTES//Z/�//��/��//, �'//� '—�'_I Q 4" ASPHALT PAVING- NOTES: 2" LIFT 1/2" LEVEL 2 HMAC 1. PAVING SHALL BE COMPACTED TO 2" LIFT 1/2" LEVEL 2 HMAC 92% OF RICE DENSITY VALUE. O 16" CLEAN, GRADED AND COMPACTED 2• CRUSHED ROCK TO BE COMPACTED TO 95% OF T-180 PROCTOR. 3/4"-0" CRUSHED ROCK. 3. SUBGRADE TO BE PREPARED AND COMPACTED AS DIRECTED BY SUBGRADE W/MIRAFI 50OX PROJECT GEOTECHNICAL ENGINEER. GEOTEXTILE FABRIC OR EQUIVALENT HEAVY PAVEMENT SECTION NTS 1 ,..t` .. .. .. .; " •t' •i y; •• tib. n 17 }' MIN. j/\ KEYED NOTES 3" ASPHALT PAVING- NOTES: 3" SINGLE LIFT 1/2" LEVEL 2 HMAC 1. PAVING SHALL BE COMPACTED TO 92% OF RICE DENSITY VALUE. Q 14" CLEAN, GRADED AND COMPACTED 2• CRUSHED ROCK TO BE COMPACTED 3/4"-0" CRUSHED ROCK. TO 95% OF T-180 PROCTOR. 3. SUBGRADE TO BE PREPARED AND SUBGRADE W MIRAFI 50OX COMPACTED AS DIRECTED BY GEOTEXTILE F FABRIC OR PROJECT GEOTECHNICAL ENGINEER. EQUIVALENT LIGHT PAVEMENT SECTION NTS 1. 5' X 5' 4DING 3,500 PSI CONCRETE CURB PER PLAN M, FrnJIMP PER PLAN 7' MIN. 12" X 18" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL WALL MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL NTS m wrn�i .M rr ,= _,��, !. � � ..�, CONSTRUCTION tt” � CD cc cc C> A 4 �11�1���' •:�„9.<: s .,�,f�...� Fra, 4" CONCRETE FILLED STEEL PIPE PAINTED YELLOW. 36" a - 36" a . BOLLARD DETAIL NTS CONCRETE FOOTING 15" WIDTH MIN. SIDEWALK WIDTH PER PLAN 4" DUMMY JOINT 1/4" 3/4" RADIUS DEEP PVGROOVE AC"" 6" PAVING PER PLAN •° ° ° ° °' '. PER PLAN Q ° 12" 3,500 PSI CONCRETE 12" $"-►i BATTER 6:1 3/4" RADIUS - TYP. MONOLITHIC CURB /SIDEWALK NTS [..-8---1 12" VERTICAL CURB NTS AC PAVING PER PLAN Pi � copi 51-ke pton'Reoeuj Pon Ca4es 9g In QF -15 FINAL SITE PLAN NOY 10 2016 canner: O 0 W-4� � CD cc cc C> A 4 a -, v � z Q w • rr� con v—.•fl N � w o ON 0 W — M Q4 � n� W C) `c a N w W m GO ® rJ r, OZ U O 0 W-4� � CD cc cc C> A 4 O 0 F CD cc -, v � z Q w Q v O � W W — � n� W C) `c N C/ F CD cc -, v � z Q w Q v W � W W — � � W C) `c SHEET C-2.2 SIDEWALK EASEMENT OR RIGHT OF WAY DEDICATION REQUIRED PRIOR TO CONSTRUCTION ON PRIVATE PROPERTY IF LANDING IS DEPRESSED, TRANSITION AT 12:1 AJAX AS NECESSARY TO LANDING, 0. 92:1 MAXI i # Nat a # iiCy ` I �✓ > A A• VARIES RAMI' SHALL DIRECTLY ALIGN WITH T, MIN.ADJOINTING RAMP ON OPPOSITE SIDE OF THE STREET 2' x 4' Truncated Dome Texture r Cs ar' SECTION A -- A of 12:1 MAX. SLOPE 50:1 SLOPE 12:1 SLOPE + AS SHOWN ON PLANS 4' MIN. IF NEEDED si NO LIP cttQW R •RAiAP •.r 'LAC; . • �.V, P NDIN ct GLITTER ' • `` ' • ' 4" THICK CONC. ON 2" OF 3/4"—O" THICK COMPACTED CRUSHED ROCK NOTES LTO MM--MOU140 FACILITIES (FIRE K(ORNiS, POWER POLES, CATCH BASINS; VALVES. J-BDXES, ETC.) SHALE. BE PERMITTED WITHIN THE RAMP AREA L fk CURB RAMPS AT MARKED CROSSWALKS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS (EXCLUDING CURB TRANSITIONS) * MINIMUM 4` x 4' LANDINGS SHALL. BE PLACED AT THE TOP OF ALL RAMPS. LANDING SLOPE SNAIL NOT EXCEED 56:1 IN ANY DIRECTION �Jc RAMP SLOPE SHAD. NOT EXCEED 12:1 OR LESS RELATIVE TO THE HORIZONTAL a. ALL SURFACES SHALL HAVE A BROOM FINISH EXCEPT FOR RAMPS. RAMP SURFACE SHNI, BE TEXTURED WITH RASED DIAMOND PATTERN (SEE OETAIL) SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL. DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE ? CURBS do COMMERCIAL ORMEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 63 SACK MIX CONCRETE N REVISION DATE BY PPR. cITY OF "RlNGFIELD SIDEWALK ACCESS RAMP -- CORNER sT"nNDAIiD >a�� � CURBSIDE TO CURBSIDE SIDEWALK DRAWING 3-14 DEP'#'. OI+ PUT31dC TFORT{5 AI IWOUtka City Engineer 2003 2003 DEDICATE MIGHT OF. WAY AS NECESSARY TO CONTAIN ON Srr£ DRAINAGE SHALL PEDESTRIAN :PATH 1 FLOW ONTO PROPERTY ri aR T�� �iY\pig 8 THICK 3500 PSI; FIELD STRENGTH �Roa�c��o� of (4025 PSI LAB STRENGTH) 6,3 SACK pRoeERt`t L\�aE MIX REINFORCED CONCRETE ON 2" OF - - - - COMPACTED 3/4" MINUS CRUSHED ROCK Ei �Q%iG ZRi1S1Z\Obl i0 RAMP !•A\iY S 2 1 SYPiC+ii t 3I a ve CVRFs k, CARER A v-, u\rwvt & c�c4\cat� C3F�NE`3J�`t CURS RE�iV�N S�;P.\.1.., NCl� F.X�CE\�1C1 SR' -'<Q SO PRQJEG%\flN OF PROP Rpt L\�C SECTION A — A 12:1 TYPICAL 56:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH gg 5` MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE r: 3/4' LIP g a #4 REBAR 12" ON CENTER S�X08um�+ v +� 4• • BOTH WAYS PLACED V* ABOVE THE BOTTOM OF SLAB 4 I 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK o , NOTES sI NO AW° GROUNO FA UTE5•(FIRE HYDRANTS, KKR POLES, CATCH BASINS, VALVES, Ji -BOXES, EIC.) SHALT BE PERMITTED {WITHIN THE APRON OR RAMP AM > DRIVEWAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET,(MAAXIMUM) IN ACCORDANCE WITH COY PERMITS. Nc ALL SURFACES SHALL. HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3-xx FOR CURB cur DETAILS Nc CONCRETE WON APPROACH SHALL BE 8' THICK (MIN) CONCRETE ON 2' OF 3/4' WNUS CRUSHED ROCK. C REINFORCEMENT IS REQUIRED. USE /4 REBAR - T2a ON CENTER -' BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF THE SLAB A CONTRACTION (SCORE) JOIN SHALL BE ADDED LN THE CENTER OF THE APRON. �}c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL. DRNEWAYS SHALT BE 3000 .PSI FIELD STRENGTH (3450 PSt LAB STRENGTH) 6.0 SACK MIX CONCRETE B * CURBS do COMMERCIAL DRIVEWAYS SHALL. BE 3500 PSI FIELD STRENGTH (4025 PSI IAB STRENGTH) 6,3 SACK MIX CONCRETE Uj SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. 7 NO REVISION DATE BY Apm CITY OF rtGl?I LD COMMERCIAL DRIVEWAY APRON STANDM CURBSIDE SIDEWALK DRAWING 3-22 DEPT. t3.I< PUBLIC WORKS Al Peroulka, City Engineer 2009 2003 BLUE BACKGROUND SIDEWALK PER PLAN 4. 4' � 4 L TRUNCATED DOME TEXTURED SURFACE Q 4 �i. t? �> 0 � {4wL}L 21 WHEEL STOP 2' PER PLAN (TYP.) DISABLED PERSON PAVEMENT MARKING NTS 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) OLYMPIC ST r CALVAMM WE CAP . r *� C13 alfa' >r a• PLA'IFL MeaLr t 28TH ST AND NuT min (2) nAr N'Aiem ,,..,,,,.,,,.,�►~- ,.,:..._. rt SEE DETAIL 'B*- Z N (SIGN BRACKET !VOTES) � o 7 i r RIGS GALVA M2ED SIM PIPE j I mmm SID A1.K -- INSTALLATION w SETDACK Si73EWALK BASE COUPLING' FLUSH 6v$ SIGN_ INSTALLATION LAgTH SIDEWALK GRADE ('— � NZ 1-;� R LEVEL MT'H 2' PIPE § a a FOR VER71CAL PLi1A48 � � �Q• � � 30" MIN. .;;.....,�,...-....<..... ........ ''� . NATE: BEFORE INSTALLING A SIGN BASE «.t ',... CONTACT CITY TRANSPORTATION DIVISION L TO REQUEST A MARKET} SIGN LOCATION. w. CALL - 726-3753 SEE DETAIL 'A' (FOOTING NOTES) MIN. PCCme NF a n....yL-•. As DETAIL 'A' DETAILLOCAL \:f FOOTING INSTAId,A?70N NOM• ''_ 2." COLLECTOR O Ii.AT CLAMP) CZ`t3 :i I' rz 3 g• ►� INSTALL z" RIGID GALVANIZED STEEL PIPE SIGN M0UNTING IBRAC.IM NATES k Q INSTALL 2" GALVANIZED THREADED 5 ` 3 1 STEEL PIPE COUPLING 449TH TOP a 1i1 INSTALL STREET SIGN GAP /' v w.� SET AT FINISHED GRADE �} �r < ' L; ! MOUNT FOR STREET' NAME SIGN, C14 • t 1 INSTALL z' fitaD GALVANIZE() STEL �t'r{ 0 INSTALL 90* NNAAMMOUNT E SIGN. PIPE TACK WELDED TO COUPLING TO Q PREYEAIT 7URNWG • INSTALL EXTRUDED or FLAT ALVMIWM � INSTALL 14" % 5" STEEL PIN a z STREET NAME 'SIGN PER CITY SPECIFICATIONS. � THROUGH STEEL PIPE 'INR -•. � �;l MOUNTING BRACKET'S FOR LOCAL SIGNS SHALL � HAVE A GROVED CLAMP TO FIT EXTRUDED SIGNS. INSTALL STEN BASE ASSEMBLY IN CLASS 3300 PORTLAND CONCRETE s: ' • NATE DRAW14 wn Ta SO" DRA�IiG MOUNTING BRACKETS FOR COLLECTOR SIGNS SHALL AM MMM BnlM tuts. 40 WAS000 SKru K 4" USING 2` MIN. GUIDE ROD TO INSURE T � HAVE A FLAT CLAMP'TO 0 FIT FLAT SIGNS sraa twTen aaaxwtaz Att to txW,os spa sa SIGN POST WILL BE VERTICAL Moo to t ar K sM wit sa V OR tt 7 tains w..� ;w. SPx .� � soau ee rast» 5-18 �yPZ��f0oo3t� FINAL SITE L NOV 10 2016 planner: —& V SIS co WWW o W � Q q a w QL W �o Coll oONt o N C.4GO oo C O C'n C z Cn cc W d00 � OO W A ox, O O� CIO o U 1� SIS co WWW W � Q q QL W O c� O vJ � o C O C►�719 C-2.3 � o O Q N NCL z w w w C►�719 C-2.3 D ST CONSTRUCTION NOTES 451. INSTALL 10"X6"X10" WYE. 478. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, C900 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. GUTTER PAN NOTE 1. GUTTER PAN ADJACENT TO ADA RAMPS SHALL HAVE MAXIMUM SLOPE OF 4.007. ALL OTHER AREAS CONTROLLED BY ODOT STD. DWG RD 700. REFER TO SHEET 3.1. NOTES 1. GRADES ON ADJACENT PROPERTY SHOWN FOR REFERENCE ONLY. CONSTRUCTION TO BE COMPLETED UNDER SEPARATE PERMIT FROM CITY OF SPRINGFIELD. 2. REMOVE ALL EXISTING SIDEWALK IN ODOT ROW ADJACENT TO PROPERTY. 3. REFER TO SHEET 3.4 FOR RAMP DETAIL. 4. ABANDONED SECTION OF PIPE SHALL BE FILLED WITH CONCRETE AT LEAST TWO FEET FROM END OF PIPE BEGIN TIE INTO SIDEWAI 484.14 EX TC 483.56 EX GB AINTAIN AND 30TECT EXIST 3. LEAVE GU' AR ADJACENT 3 AND HAND )RM CURB. SEE GUTTER PAN NOTE <#>PAVING CONSTRUCTION NOTES 3. CONST 7" CURB EXPOSURE & GUTTER WITH 4.007 PAN SLOPE AS PER ODOT STD. DWG RD 700. REFER TO SHEET C-3.1. 44. CONST SIDEWALK PER ODOT STD. DWG RD720. REFER TO SHEET C-3.2. 45. CONST ADA RAMP PER ODOT STD. DWG RD756 (OPTION C). REFER TO SHEET C-3.3. 84. SAW CUT AND REMOVE EXISTING CONCRETE. GRADING LEGEND AC ASPHALTIC CONCRETE AD AREA DRAIN BW BACK OF WALK CB CATCH BASIN CONC CONCRETE EX EXISTING FFE FINISH FLOOR ELEVATION GB GUTTER BAR LA LANDING �--- DIRECTION OF FLOW LEGEND --- — • -- EXISTING BOUNDARY -®- ---- — ADJACENT PROPERTIES — EXISTING CURB & GUTTER � o (� EXISTING SIGN 8"W EXISTING WATER MAIN ® EXISTING WATER METER 0 EXISTING WATER VALVE CWW�--8-WW – – EXISTING WASTEWATER SYSTEM N ® EXISTING CATCH BASIN S@T--24"SD EXISTING STORM DRAINAGE SYSTEM ®— 8"ST PROPOSED STORM DRAINAGE SYSTEM — 1-1/2" PROPOSED WATER 18 "ww _ CONC END TIE `" INTO CURB sw. 1 -I0' 10' 0 10' 20' 6"W 18"ww .. t a 3„ww x � o ® O o O � N ooa.x en vs ts. 8 RE xr { �3O co ® O o O � N FINALIT FEB 2 3 201 planner: ?tan R,ev,$n 11 Dctr\ �s SHEET C-3.0 GUY WIRE 'SOUTH 41ST STREET W LANDSCAPE SPECIFICATIONS MULCH TAPERS TO 1" 'A VERIFICATIONS AT 51DEWALK 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. GROUNDCOVERS FINISHED GRADE & INSPECTIONS PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES ACG 13 Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full I>< 2 Nyssa sylvatica Black Tupelo ) W -3 U_ PYCA 5 Pyrus calleryana'Aristocrat' i j W Z to TPH 3 Thuja plicata'Hogan' Hogan Red Cedar 8' ht. Matching, full, B&B OF 5 Ulmus 'Frontier' Frontier Elm t NOTE ICC MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH Wh Illex crenata'Compacta' Japanese Holly 3 gal. TR P EE L.,�1�T{NG AT PARIGINCz :AREAS.. ICCF ; GUY WIRE 'SOUTH 41ST STREET W LANDSCAPE SPECIFICATIONS MULCH TAPERS TO 1" 'A VERIFICATIONS AT 51DEWALK 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. GROUNDCOVERS FINISHED GRADE & INSPECTIONS PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES ACG 13 Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full NYS 2 Nyssa sylvatica Black Tupelo 2" cal. Matching, full, B&B PYCA 5 Pyrus calleryana'Aristocrat' Aristocrat Pear 2" cal. single stem, B&B, matching, full TPH 3 Thuja plicata'Hogan' Hogan Red Cedar 8' ht. Matching, full, B&B OF 5 Ulmus 'Frontier' Frontier Elm 2" cal. Matching, limbed up to approx. 6 ft. AGE 3 Abelia grandiflora'Edward Goucher Edward Goucher Glossy Abelia 5 gal. matching, full, staked AUC 6 Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full BETC 26 Berbeds thunbergii'Crimson Pygmy' Dwarf Japanese Barberry 1 gal. matching, full COSK 9 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full EUAC 7 Euonymus alata'Compacta' Compact Burning Bush 5 gal matching, full ICC 22 Illex crenata'Compacta' Japanese Holly 3 gal. full ICCF 11 Illex crenata 'Compacta' Japanese Holly 5 gal. full MAA 17 Mahonla auquifolium Oregon Grape 5 gal. full PLO 24 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. full Kmatching, RHA 6 Rhododendron 'Anah Krusche' Anah Krusche Rhododendron 5 gal. full RHJ 6 Rhododendron 'jean Marie Montague' Jean Marie Montague Rhodo. 5 gal. full RHP 3 Rhododendron 'PJM' PJM Rhododendron 5 gal. full SHH 12 Sarcococca hookerana humilis Sarcococca 1 gal. matching, full SPD 3 Spiraea douglasii Western spiraea 3 gal. matching, full SPGM 17 Spiraea japonica'Goldmound' Goldmound Spiraea 3 gal. matching, full SPJA 13 Spiraea japonica 'Anthony Waterer' Anthony Waterer Spiraea 3 gal. matching, full VID 24 Viburnum davidii David Viburnum 3 gal. matching, full GROUNDCOVERS AND PERE'wv'?',w'JTL-r_ AUU 19 Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full CAM 12" o.c. Carex morrowii'Ice Dance' lee Dance Sedge 4" pots matching, full JUP 12" o.c. Juncus patens Spreading Rush 4" pots matching, full LAM 14 Lavendula angustifolia 'Munstead' Dwarf English Lavender 1 gal. matching, full PEA 17 Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full PLMV 54 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full RFG 28 Rudbeckia fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. matching, full RUCE 24" o.c. Rubus cal cinoldes'Emerald Carpet' Emerald Carpet Rubus 4" pots matching, full PLANT SCHEDULE - STORM WATER PLANTERS (APPROX. 130 SF) SCHEME II KEY QTY. ( BOTANICAL NAME ( COMMON NAME MIN S1ZE COMMENTS TREES (NOT REQUIRED) Spreading Rush 4" pots matching, full FL 1 Fraxinus latifolia Oregon Ash 1.5" cal. Matching, full, B&B LARGE SHRUBS (NOT REQUIRED) COSA 4 Comus alba'lvory Halo' Ivory Halo Dogwood 3 gal. matching, full SMALL SHRUBS (5 REQUIRED) REMOVE BULAP FROM TOP 1/3 COSK 5 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal matchino full GROUNDCOVERS CAO 12" o.c. Carex obnupta Slough Sedge 4" pots matching, full JUP 12" o.c. Juncus patens Spreading Rush 4" pots matching, full PLANT SCHEDULE - RAIN GARDEN (APPROX. 215 SF) SCHEME III KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES (1 REQUIRED) FL 1 Fraxinus iatilolia Oregon Ash 1 5" Cal Matching, full RSR LARGE SHRUBS (4 REQUIRED) COSA 4 Comus alba'lvory Halo' Ivory Halo Dogwood 3 gal matchingfull SMALL SHRUBS (9 REQUIRED) COSK 15 Comus sericea 'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full MAA 4 Mahonia auquifolium Oregon Grape 1 gal. matching, full PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. PLANT BED EDGE AT PAVEMENT Lam.../ SECTION SCALE: 1" = V-0" STAKES ASWEGIFIED - EVENLY 5PAGED H morrowii 'Ice Dance' Ice Dance Sedge 4" pots matching, full (2) EACH 4i'NAMENTAL/CONIFER TREE 12" o.c. lCarexobnupta Slough Sedge 4" pots matching, full (5) EACH 51ADE TREE H F5 ADJACENT BUILDING REMOVE BULAP FROM TOP 1/3 OR EDGE OF PLANT BED OF ROOT BLL Q MULCH AS SEGIF{ED (2" CLEAR AT TRUNK) 0I_ N �- CONCRETE YPLK OR CURB PLANTING S)IL w--- SUB GRADE �; SPECIFIm • SPAGNG �" f SPACING "D" ROW 'SA" SPACING "D" ROW "A" GOMPAGTED;iOP501L �> 5 O:C 2.6 18 O.C. „ 15.6 BELONI RO `; LS ONLY)'6" 01 BAL , O.G. 5.2" 24" O.G. 20.&1 .� 501, O.C. 26.0" n 12 O.C. o 1 .4 36 O.G. 30.011 N P, CANTING. 15` O.G. 13.0 48 O.G. 41.5 3 6ROUNVC OYER 5PAGIN6 DIAC7RAI 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHLIST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. PROVIDE (2) ONE GALLON SAMPLES OF SOIL TO BOTH THE PROJECT ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 5/8"- 1/4" DIAMETER. 5. PLANTING TABLETS: SCOTT S AGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. D SOIL PREPARATION 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 3" 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 MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. STORM WATER PLANTER AND RAIN GARDEN 1. PLACE 18" MINIMUM DEPTH OF, SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. '.SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6 DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE XTUR AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6 SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. 1. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. IRRIGATION SYSTEM DESCRIPTION 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. CAMCarex H morrowii 'Ice Dance' Ice Dance Sedge 4" pots matching, full CAO 12" o.c. lCarexobnupta Slough Sedge 4" pots matching, full LEGEND • PROPOSED TREES SHRUBS ® GROUNDCOVER PERENNIALS AND GRASSES r rr CAREX OBNUPTA (CAO) JUNCUS PATENS (JUP) vvvvvv vvvvvv vvvv CARE v v X MORA W O it CAM vovvv v 860 WEST PARK, SUITE 300 EUGENE, OREGON 97401 (541) 344-9157 �IS94, rr"� David J. Doug rty rr[--4 OREGON PROJECT TITLE 1 f AL. 6TEPLAN NOV 10 zap Tanner. fir® 0 2 5 10 20 40 SCALE: 1" = 10'-0" NORTH REVISIONS SYM DATE REFERENCE PROJECT NO. 15756 DATE 07/21/16 DRAWING TITLE LANDSCAPE PLAN DRAWING NUMBER L1.0 H (� n W U 0 V bks W W W H F5 1 f AL. 6TEPLAN NOV 10 zap Tanner. fir® 0 2 5 10 20 40 SCALE: 1" = 10'-0" NORTH REVISIONS SYM DATE REFERENCE PROJECT NO. 15756 DATE 07/21/16 DRAWING TITLE LANDSCAPE PLAN DRAWING NUMBER L1.0 TWR1 LED I LED Mi4 Lum�-irc, ----------- NOV It 0 2016 11,un,er: Designer SDM / A & O Engr. 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