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Plan, Tentative APPLICANT 7/25/2016
Plan V"ew Scale - 1" = 30' 7. - - - - - - - - - - - - - - - - - - - fA Ji 0.4 0.0 0.6 1.1 +1.8 2.8 +3.3 - 2.2 `1.3 CL8 + 0.0 ,i,o + 2.1 .2 73 4�,� '2.7 +1!2 40.0 `2.0 3,1 ,, 3.2 +2,1 ' 0.0 "2J 4 3.9 '218 +0.0 +2.7 +3.5 0.0 2,0 3 +4.0 +2.5 +3.6 W0.0 +is 1.4 113- 44.1, 6.7 +4.2 +0.0 2.9 '3.7 3.0 '0.0 +0j: I\ '15 34 4.4 4.0 2.7 1.7 +1.2 ' 0.0 '0.5 '3,7 +4.3 3.6 +2.7 1,5 +0.9 +6.6 10.0 + 1,5 15A .5 - .3 '4.1 -2.3 +0.9 4 -0.5 'OA vo A {4.4 16.1 +6.9 +5.1 `2.2 0.8 +0.3 '6.3 VO '6,6 -7.8 '7.6 5.1 +2.7 +1A 1"0.0 Ilho 0.0 "5.5 7.6 47.7 45.6 '3.8 +2.7 +0.9 +0.3 +0.0 4.4 60 +6.8 �6.6 5.3 4.9 +1.9 0.2 0.0 '3,8 34.9 +5.3 +61 '6.7 "5.3 '2.9 +0.5 Q.0 +2.0 +2.8 '3.6 +5.6 +7.6 +6.8 i. +5.3 1.0 Vo 0.8 '1.3 '2A +4.9 `7.3 +T2 45.8 +1.1 `0.0 03__ 0.6 1.8 +4.6 �6. 5 +5.5 '4.4 +0.6 �6.0 0.7 '0.9 +1.9 '3.8 +5.1 5.7 `4.6 +0.7 '0.0 µo.o ------------------------------------------------------------------------ CLO Vo 0.0 0.0 A0.0 Vo 40.0 �0.0 Plan V"ew Scale - 1" = 30' TWRI LED LED Walfwm:,iire (a 7. fA TWRI LED LED Walfwm:,iire (a I l ZONE: CC PEDESTRIAN i ZONE: CC i ZONE: CC STOPI NAME S CROSSING CIfl-AI R BUS STOP SIGNAL LIGHTI- - POWER POWER POLE W/ - — - — - — - — - — - — - — - J--�Bp POLE STREET LIGHT }ri A N SUP ?}, ,l, r 1UP-1 /-/-I T� PEDESTRIAN CROSSING 'PEDESTRIAN CROSSING SIGN & SIGNAL LIGHT CONCRETE a a ISLAND e C mj' �Rt PEDESTRIAN CROSSING SIGN & POWER POLE SIGNAL LIGHT 64'-0" 1 108'-1" A VICINITY M) NOT TO SCALE SITE PLAN - EXISTING CONDITIONS GENERAL NOTES MAIN ST. SITE 4105 MAIN ST SPRINGFIELD, OREGON 97478 NORTH BUS STOP U) ZONE: CC i ZONE: CC ZONE: CC FIRE U) A\,. — POWER POLEL HYDRANT d' L _ APPROXIMATE LOCATION OF (E) STRIPING, TYP. MAIN ST. TOTAL SITE AREA: 17,811 SF SITE DEMOLITION TO INCLUDE CONCRETE SIDEWALK, 17-1 7 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 Lj TOTAL LANDSCAPE AREA: 170 SF (APPROX I%) 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" I 1 i i i i i i , ZONE: CC i , i i i , i ZONE: CC 4 EXISITING SITE PLAN 1 1/161 = 1'-0" POWER POLE LANDSCAPING SHRUBS & LOW GRASSES CONCRETE RAMP STOP & STREET „ NAME SIGN 1,I I;! 50' - 0° lj r (E) R.O.W.1 + t i } 3 POWER POLE��. I�i } WATER METER lEj� y CLEAN } OUT ' ,1tt1� I Vii} E {il ii ASPHALT 1 APRON ft=� } 22'-10" 62'-9" 1'-1" CONCRETE CURB ; TO REMAIN PARKING LOT _– STRIPING, TYP : CATCH BASIN APRON CONCRETE K SIDEWAL ` - - 6162' ;I 11 }ri ?}, ,l, r / i POWER POLE +i W/STREET ±36'-T' (i WHEEL BUMPERS PAVING WIDTH LIGHT AREA DRAIN o POLE SIGN +1� CLEAN OUT -v U j m CONCRETE ' BUILDING PAD k . (E) 1,334 SF BUILDING 04 BICYCLE T- �.a PARKING AREA DRAIN �k o -� 8-0 2-6 c14 f o� CN ASPHA 1IT SIDEWALK W/ CON RETE CURB i {#i 'f t� la , CATCH BASIN (E) APARTMENT 86,62' TRASH ENCLOSURE ZONE: MDR 41'- 0" (E) R.O.W. EI PROPERTY LINE f AREA DRAIN V CHAIN LINK FENCE j" W/ PRIVACY SLATS j ON SOUTH & EAST • PROPERTY LINE (E) APARTMENTS 0 • • •4 mmm>.r 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 Esq ,WAlr ` SYM DATE REFERENCE 511-6 f7f PROJECT NO.: 15756 J7J6 o P t �— ISSUE DATE: 07/26/16 SITE PLAN - EXISTING 4 NORTH s CU c$ r ;I }ri ?}, ,l, r ASPHALT PAVING bi O +i TRASH ENCLOSURE ±36'-T' (i WHEEL BUMPERS PAVING WIDTH ASPHA 1IT SIDEWALK W/ CON RETE CURB i {#i 'f t� la , CATCH BASIN (E) APARTMENT 86,62' TRASH ENCLOSURE ZONE: MDR 41'- 0" (E) R.O.W. EI PROPERTY LINE f AREA DRAIN V CHAIN LINK FENCE j" W/ PRIVACY SLATS j ON SOUTH & EAST • PROPERTY LINE (E) APARTMENTS 0 • • •4 mmm>.r 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 Esq ,WAlr ` SYM DATE REFERENCE 511-6 f7f PROJECT NO.: 15756 J7J6 o P t �— ISSUE DATE: 07/26/16 SITE PLAN - EXISTING 4 NORTH s CU c$ in v I? N 23'-5" 63'-4" 48'-8" 9'-8" 58'-8" 5'-6" 8'-6" 121-0" 2'-1111 40 5'-Q" 32'-0" PICK UP WINDOW (N) 6" CONCRETE (E) POWER POLE 5'_ 0" 3' - 0" CURB @ (N) DRIVE THRU LANE o (N) RAINGARDEN, SEE - ZONE: CC -I J - — - — - — - — - — - — - — - — - — - — - — — - — - — - 209,45' ;�, CIVIL ADD'L SETBACK FOR FUTURE EMX 4 : w o0o Qo 00000 00 00 o ao g o00 0 0 0 (N) LANDSCAPING 96' RIGHT -OF- 1 = `' to o WAY ti DASH INDICATES 5-0" LANDSCAPE : d� " 00 , I '-4 I SR -1.3 PICK UP LANE SECURE LONG - SR - .te r 3 1 5 z ?? 4n: .• ':a r 4 TERM RM BICYCLE = Qs ••o0.--.0-. : :0:0o:.-' //E CHAIN LINK (N) CONCRETE FENCE W1 (N) 1 SPACE o `o SIDEWALK, SEE PRIVACY SLAT S@INTERIOR ? 0_CIVIL - STORAGE AREA t o° ° a000°0 0000 0000 DS DS - (N) COVERED TRASH (E) CONCRETE ENCLOSURE W/ CURB TO REMAIN, ro I SANITARY DRAIN TYP NO CHANGE TO 1 o M PARKING BUMPER, ROADWAY - 0 N TYP 4' - 6" PROPERTY LINE ! LOCATION ' ' a ° co, iF k � 111 (N) LANDSCAPING 12 13 14 15 18 17 a { N II TRUNCATED DOME I TEXTURE 2' DEEP x WIDTH OF AISLE OR WALKWAY - G { SR -1.3 2 e ° SEE ALSO CIVIL w # 6 0 . goQ000 " VAN ACCESSIBLE PARKING N (N) CONCRETE °_ o 1 SPACE W! SIGN INCLUDING SR -1.3 <= PATIO j a ogogo INTERNATIONAL SYMBOL L (N) CATCH BASIN, PARKING LOT & m ' n OF ACCESSIBILITY & "VAN" VAN {N) ASPHALT o ACCESSIBLE" DESIGNATION N SEE CIVIL a N „ STRIPING N N @ 7 -0 AFF, SEE CIVIL co THROUGHOUT E CATCH BASIN � ,.a -4Q <; , n • Q � r o � TO REMAIN 4 , ,n4. ; . > CA . R °, 6' ° 4 i 4 n o, jC ° . a� LL i ja; { M � as -i •�-. �4 - n d� a� O,n INDICATES TRAFFIC 7,_V" _V FLOW DIRECTION a a" T a 'a . - ° °4 .' d ° ° " _ .. •'e I a' -°: - a = --.a�00°000o000o000°o0o°0o0° a a �TYP00000000MPA CT -� A, 4• -' I a a• 1 a 181-0" 24' - 0„ 4 5 6 7 8 9 10 in -- � 4 00 c c c C c 1'-7" 101-6111 (N) STORMWATER PLANTERDESTRAN FILTRAW06 �.. : ' ` ,:;.: 1 {N} PECROSSIING 61 - 01, C o0 eLp PERF PIPE, SEE 9 °° . :.\ o 0 {N} EXTERIOR POLE CIVIL Ufl4�. •°:'a 4 . °a ' ; ; o cv SR -1.3 w ° 0100 o° ° °o° LIGHT TYP / 3 r _•• 4 J00000000 . -^f• 4 r s, , e { _ _i a .� p°ppppppp°p°p°ppp° (N) FIRE HYDRANT, SEE CIVIL ; a..< ".:' <d-" -• — — — — — — — — —' — — — — — — — .–=Wiz'= - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UP f (N) ADA 4 a , y COMPLIANT e - a',.. ;. , o0 0 00 000000' __r 4 .".UP' RAMP, SEE CIVIL ,� ' d - . •' a ' a a 7"-'4 ♦ •icee a�e,t-. or+e.a.._ed' d - •aQ _ 'b' ° d d _ do 4"- 4 -.183 - a .99 f. j (N) CONCRETE SLAB ON a (N) HOOP STYLE RACK a ACCESSIBLE PATH (N) CONCRETE° ° (N) EXTERIOR POLE (E) GUTTER OF ° a i ° N 5' WIDE {R) STOP &STREET � , � ( ) NAME SIGN W/ (N} POST i GRADE FOR BACKFLOW BICYCLE PARKING TO RIGHT-OF-WAY DRIVEWAY, SEE LIGHT, TYP / 2 CURB UON - SEE CONCRETE SIDEWALK & BRACKETS, SEE CIVIL DEVICE, SEE CIVIL 4 SPACES CIVIL CIVIL (N) ADA COMPLIANT 7'-0" PUE EASEMENT I RAMP, 6" MAX 18 19 RE}CATCH BASIN TO i SLOPE, SEE CIVIL 1 i (N) WEST PROPERTY i LINE LOCATION jl 30' - 01' 60' - 5" (N) ON -STREET PARKING SPACES 5 DASHED -IN LINES O =' SHOWN FOR a U REFERENCE - NO ' STRIPING IN R.O.W. � S 41ST ST APPROXIMATE i i A Q LOCATION OF (E) d w STRIPING, TYP mum Nall (E) POWER POLE 1 j s il e. s •�� • ® o error , •ter • rum • �rer e r i� • •rr• s •rte s ori • r s Jnr. e ® • �� • �� • ® e ® • �� a ter, • �� • •ri • e�� • �� a ��� • �� • e>a� • ® • a� a ears • ��r o ® • • •w� e 4 SITE & LANDSCAPE PLAN SITE PLAN - PROPOSED GENERAL NOTES TOTAL SITE AREA: 17,811 SF BUILDING FOOTPRINT: 2,100 SF (APPROX. 12% OF SITE) TOTAL LANDSCAPE AREA: 4,229 SF (APPROX 24%) TOTAL IMPERVIOUS AREA: 13,582 SF (APPROX. 76%) DIMENSIONS ARE APPROXIMATE VEHICLE PARKING REQS: 1 SPACE / 100 SF GROSS 2,100 SF FLOOR AREA / 100 SF = 21 SPACES REQ'D 21 PROVIDED BICYCLE PARKING REQS: 1 SPACE / 600 SF OF FLOOR AREA 2,100 SF /600 SF = 4 SPACES, (1 LONGTERM, 3 SHORT TERM) 4 SHORT TERM & 1 LONG TERM PROVIDED 0' 4' 8' 16' 32' ME= NEENEW � lz Copy �f`4�ZI(0-ebb 5i,� Pl.a�� Cze�i eu1 na.� cc�-cs p� 3 NORTH 1 � a JUL¢0'6 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 • PROJECT NO.: ISSUE DATE: 15756 07126/16 PLAN - PROPOSED maw (N) LANDSCAPING CONSISTING OF ORGANIC GROUNDCOVER (N) CONCRETE (N) STORMWATER FILTRATION PLANTER (N) GRAVEL 0' 4' 8' 16' 32' ME= NEENEW � lz Copy �f`4�ZI(0-ebb 5i,� Pl.a�� Cze�i eu1 na.� cc�-cs p� 3 NORTH 1 � a JUL¢0'6 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 • PROJECT NO.: ISSUE DATE: 15756 07126/16 PLAN - PROPOSED maw PLANK SID'"'^ SYSi SIGNAGE, PANEL SID SYS! ALUM IN STOREFRONT FRA W/ INSULATED GLAZ PERFORA', METAL SORE OVERHE DC METAL RAIL I WEST ELEVATION SHEET METAL SIDINC SYSTEM 1/411 = 1'-0" 2 NORTH ELEVATION 1/411 = 1'-0" I ►�1,42e SIDING COLOR MAY VAR`r PICK UP WINDOtit 485.74 FFE *� SOUTH ELEVATION �d 1/401 /4" = 11-011 4 EAST ELEVATION 1/411 = 1'-0" STEEL ROOF STRUCTURE MASONRY ENCLOSURE STEEL LOCKING GATE g NORTH -TRASH ENCLOSURE `'' 1/41; = 1'-0" 12 SM GUTTER W/ DS TO ADJACENT RAIN GARDEN a WEST -_TRASH ENCLOSURE v 1/4'f = 1'-0" 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 J Filpe, cop{ p SYM DATE REFERENCE -Np 2-1 (a-Xo-� �4-e' Ptan Rcvl ekj s PROJECT NO.: 16756 Of ISSUE DATE: 07/26/16 Da':, X" 2 SR -1.3 lr#ill#!!lllllll#i! #ill�t.�!#!!!#!!liliil� ANIONSltrllii..��� #rlliillllll#!l#!#iil#!ll!llrrlillti###!## #!!i!##!!#i#!!!!. #til#!!l!l#l###l!#llll�frii!!l#!l!!In !!li#l!# illi#liililill! iilllllli!lill#!l!!l#!lrtr. lrii !lllllll#lrTll#i�ir�rlr•llr�l�rrr.#!lillllil.�lrrl .�fi#�l!#ilii#!#li#!l!!!1!#!!l#!i#�#li#lli.�•�� �� it##il####!!#lllill�.!#!illi!#i##tel!#llli� MIS _#_#lam r�#Ill##li#lull#1/lllllll#1#iii i#lil#� irr.l/lllllll!lllil#i#I�liilfi##i##!l!� �� Vii. �. � �==_. �## =■�� .!l##lA�� it�Rli !rlr�ll .#Ilia[•/ ia�l#l! r�#ia�lrrrta lrliili l!#!#� i�##!i rrrlillli !ri!!!r al#1#li i�#mil rrrllllla '. rarl#!li all#!!� r�rirlill- r�aal## lrlillr '�1�� li!lllr rin!!l# aar�i�t�llal/ qtr ill• all#Iii rill! rasll!!#i lil#Ili ali#iir t�!!l alalrrailrl t�lli! rrtrrr#ilr�a rrt �. ta�alillllliliillilliili!!l!llii#l�ll�rttl!!a lilllrrlli!#!##!iliatrl!liilliillrarl/lllilil� rel#!!ii##l!!#!i#.moi#lll��il#illlilllllll ra#rlllllarrlllli!_i##!i_#_!_�i rti!!!l!!l#!lllllllli!!i#!!iltLirr!!i!llirrralle i�l�illlllill!!l#Illi!!!!!!# #!#lll��ililrl�i. �.101/ ��/��.�� liil!!llll!!#!!il#�lil!#illll!#ililat lli #I *� SOUTH ELEVATION �d 1/401 /4" = 11-011 4 EAST ELEVATION 1/411 = 1'-0" STEEL ROOF STRUCTURE MASONRY ENCLOSURE STEEL LOCKING GATE g NORTH -TRASH ENCLOSURE `'' 1/41; = 1'-0" 12 SM GUTTER W/ DS TO ADJACENT RAIN GARDEN a WEST -_TRASH ENCLOSURE v 1/4'f = 1'-0" 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 J Filpe, cop{ p SYM DATE REFERENCE -Np 2-1 (a-Xo-� �4-e' Ptan Rcvl ekj s PROJECT NO.: 16756 Of ISSUE DATE: 07/26/16 Da':, X" 2 SR -1.3 ST CONSTRUCTION NOTES 409. CORE INTO EXISTING CATCH BASIN. 410. CORE INTO EXISTING MANHOLE. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C-2.0. 412. CONST DUAL CHAMBER CATCH BASIN W/O FOSSIL FILTER AS PER DETAIL. REFER TO SHEET C-2.0. 414. CONST DUAL CHAMBER CATCH BASIN W/FOSSIL FILTER AS PER DETAIL. REFER TO SHEET C-2.0. 415. CONST 12" CATCH BASIN AS PER DETAIL. REFER TO SHEET C-2.0. 442. CONST ROCK LINED DRAINAGE CHANNEL PER DETAIL. REFER TO SHEET C-2.0. 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET C2.0. 444. CONST STORMWATER PLANTER AS PER DETAIL. REFER TO SHEET C-2.0. 445. CONST 3" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 475. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 476. CONST 4" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 477. CONST 6" SOCK WRAPPED PERF PIPE. 478. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, C900 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. \\ 0 l 0 00000 00 Lj _amu �► C a re) C n n SD MH J107 % 12" FL IN (SW)=474.40 24" FL IN (E)=474.30 24" FL OUT (W)-474.30 - - /� RIM ELEV.483.61 I 4�'�,` f �--OVERFLOW PE CO DETAIL SHEET C-2.0 OO 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 STORM PIPE AT THE NORTH END OF SITE. vv�y v 2. 63 CU. YD. CUT - 166 CU. YD. FILL. SOUTH 41ST STRE'E'T SD MH #110 NEW 8" FL IN (NE)=478.98 410 10" FL IN (W)=479.65 12" FL IN (S)=479.02 12" FL OUT (NW)=478.97 RIM ELEV.484.15 '� "ww --- Z -•- • -�- EXISTING BOUNDARY -- - - • - - --- ADJACENT PROPERTIES FL IN (S)=478.97 = - EXISTING CURB & GUTTER e ELEV.484.15 EXISTING SIGN 8"W EXISTING WATER MAIN 40 RW EXISTING WATER METER o EXISTING WATER VALVE WW -8 -WW - - EXISTING WASTEWATER SYSTEM EXISTING CATCH BASIN ST 24"SD EXISTING STORM DRAINAGE SYSTEM ®- 8 -ST PROPOSED STORM DRAINAGE SYSTEM a 00 ax M i/1 CS -t rUi� V EXISTING STREET LIGHT OHE EXISTING OVERHEAD ELECTRIC o o� EXISTING POWER POLE � IPI EXISTING PHONE PEDESTAL Digitally signed by Scott Morris Date: 2016.07.25 17:22:35 -07'00' 8" FL IN (S)=482.26 10" FL OUT (NW)=480.46 GRATE=484.46 ------l-2 "SD--- 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.484.15 i�Gla(1 C,�S SHEET mwo ,ul m as '. i'?"s F"'.�g.y...`; "`''....,_.. __.....M.__. O 40 o -j o C14 .cam z CY a 00 ax M i/1 CS -t rUi� V - � o o� o � c� N. "d SHEET mwo ,ul m as '. i'?"s F"'.�g.y...`; "`''....,_.. __.....M.__. O 40 -j o C14 .cam V - � o � q � "d z Q Q •iJ V LLJ SHEET mwo ,ul m as '. i'?"s F"'.�g.y...`; "`''....,_.. __.....M.__. -j o C14 V N z Q Q LLJ U Z U "' W W WLLJ - W C 0 a Q x a SHEET mwo ,ul m as '. i'?"s F"'.�g.y...`; "`''....,_.. __.....M.__. 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. EXISTING CLEANOUT ON EXISTING WASTEWATER STUB IS TO BE REMOVED AND REPLACED FOR NEW CONNECTIONS. 4. COORDINATE PLACEMENT OF ELECTRIC METER, GAS METER AND OTHER UTILITY BOXES WITH ARCHITECT. 5. DRAIN IN TRASH ENCLOSURE TO INCLUDE PRIMED TRAP AND VENT TO MEET REQUIREMENTS OF UNIFORM PLUMBING CODE. SEE ARCHITECTURAL PLANS FOR VENT DETAIL, L"y r� 44 LIGHTING NOTES: SL POLE MOUNTED CSX1 LED FIXTURE ON FIBERGLASS POLE. MOUNTING HEIGHT TO BE 16 FEET ABOVE PAVED SURFACE REFER TO SHEET C-2.1 FOR FIXTURE INFORMATION. 1. ELECTRICAL DISTRIBUTION SYSTEM TO SERVE PROPOSED LIGHTS WILL BE PREPARED BY A LICENSED ELECTRICIAN DURING THE BUILDING PERMIT PROCESS. 2. TWR1 LED PACK LIGHTS ARE PROPOSED TO BE ATTACHED TO THE BUILDING AT LOCATIONS SHOWN ON THE PHOTOMETRIC ANALYSIS. REFER TO SHEET C-21 FOR FIXTURE INFORMATION. 3. EXISTING 6 FEET CHAIN LINK FENCE WILL BE SLANTED TO PREVENT LIGHT TRESPASS TO NEIGHBOR PROPOERTIES. 4. POLE LIGHTING WILL BE CUT OFF FIXTURES SHIELDED AS NECESSARY TO PREVENT LIGHT TRESPASS. # PAVING CONSTRUCTION NOTES 3. CONST CURB & GUTTER AS PER CITY OF SPRINGFIELD STANDARDS. 1�. RESTORE AC PAVING TO ORIGINAL STRUCTURE. REFER TO CITY OF SPRINGFIELD TREANCH REQUIREMENTS. 0. CONST. 4" CONCRETE OVER 2" CRUSHED ROCK. 3. SAW CUT AND REMOVE EXISTING AC. 0 WW MH #007 �- 18" FL IN (S)=469.98 24" FL IN (E)=469.88 24" FL OUT (W)=469.6 RIM ELEV.483.66 �-- �� � � moi- �-•-�"^ .._-�. �..- _�- 1 «....� f O WATER CONSTRUCTION NOTES 501. CONST 1-1/4" PVC SCHEDULE 80 WATER LINE. 502. CONST 6" C900 CLASS DR -18 WATER LINE W/TONE WIRE. 505. CONST 1-1/4" GATE VALVE AND PROVIDE 8" VALVE BOX. 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. EXISTING WATER METER 531. CONST 6" MJ X 6" FLG X 6" MJ TEE WITH RETAINER ��---8"WW GLANDS. EXISTING WASTEWATER SYSTEM 535. CONST STD. FIRE HYDRANT. SEE DETAIL SHEET C-2.1. 545. CONST 1-1/4" REDUCED PRESSURE BACKFLOW DEVICE W/COVER EXISTING STREET LIGHT AND CONCRETE PAD PER DETAIL. REFER TO SHEET C-2.1. ® 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. 280a. CONST 4" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. EXISTING 3/4" METER TO 1-1/4" SERVICE LINE SOUTH 41ST STREET ---48"ww-- LEGEND - - • - EXISTING BOUNDARY - - --- �- ADJACENT PROPERTIES EXISTING CURB & GUTTER EXISTING SIGN 8"W EXISTING WATER MAIN ❑W EXISTING WATER METER EXISTING WATER VALVE ��---8"WW - - - EXISTING WASTEWATER SYSTEM EXISTING CATCH BASIN ST 24"SD EXISTING STORM DRAINAGE SYSTEM EXISTING STREET LIGHT OHE EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE © EXISTING PHONE PEDESTAL DG}--8"WW PROPOSED WASTEWATER 1-1/2" PROPOSED WATER ® PROPOSED WATER VALVE i PROPOSED FIRE HYDRANT UTIL PROPOSED UTILITIES (PHONE, CABLE & ELECTRICAL) GAS PROPOSED GAS s. -- •-- •- • -- • -- • -. • -- • . - • -- -- I »SB --•--- -Nth cmc 5� et&n gzvi Lp D� 0, a bA ti Un own 11=F41 a. Oo'� w atic z o'� o O LU N o � � q � Z3'J v 1�1 J Q N w z Q Q pa w U Z U "' W W W LLI In 0"13 o a Q x a SHEET JUL '29116 s. -- •-- •- • -- • -- • -. • -- • . - • -- -- I »SB --•--- -Nth cmc 5� et&n gzvi Lp D� 0, a bA ti Un own 11=F41 a. Oo'� w atic z o'� o O LU N o � � q � Z3'J v 1�1 J Q N w z Q Q pa w U Z U "' W W W LLI In 0"13 o a Q x a SHEET JUL '29116 O LU N o � � q � Z3'J v 1�1 J Q N w z Q Q pa w U Z U "' W W W LLI In 0"13 o a Q x a SHEET JUL '29116 J Q N w z Q Q pa w U Z U "' W W W LLI In 0"13 o a Q x a SHEET JUL '29116 SHEET JUL '29116 # 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. 101. INSTALL VINYL SITE OBSCURING SLATS TO EXISTING 6' CHAIN LINK FENCE. 102. PAINT ARROW STENCILS WHITE REFLECTIVE PAINT. \` 0 000 00 M 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. OnTTrPLT A7 0 r CTPD0orp kiVV 111 `r/ ►J1 killtoL"L' 1 LEGEND • - EXISTING BOUNDARY - - - �-- -- ADJACENT PROPERTIES - EXISTING CURB & GUTTER EXISTING SIGN ® PROPOSED CATCH BASIN SOME 1"--10' 5�dv Ptah 40e� �p,�1 Ca�keS �'lofiZ m JUL 2 8 2016 0n o O JCN b1J � C N 4d o a, N Q.% H � � o � U Z Wo00 U M i/1 P. y O � Q W > z 0 > W 0n a O JCN 0n SHE E T C- 1.2 cfl O JCN � o � U Z U W O a Q W > W O a > W r� v� SHE E T C- 1.2 cfl M JCN W ~ U Z U W O a Q W > W O a > W SHE E T C- 1.2 3" DRAIN ROCK ROCK DRAINAGE CHANNEL DETAIL NTS 6.5' 2.0' 6" GRATE =483.5$ / O to 2" MESH COVERED—"' \�-FL RAIN ORIFICE=483.28 - GARDEN C900 STAND PIPE =483.08 BELL END UP 6" FL OUT---' =481.32 RAIN GARDEN AREA DRAIN DETAIL NTS 2' X 45' INTERNAL 6" TC --484.0±S=1.507 S=2.007 HOLD SOIL 1" BELOW 6" GRATE SIDEWALK PERJ TOP OF WALL =482.14 PLAN \� Q Z Y U N �O m Q� C900 STAND PIPE 9 0 fl 6" D3034 PVC PIPE TO CB #428 TC=484.16 NOTES: 1. SLOPE DRAIN CHANNEL TO RAIN GARDEN OR CATCH BASIN SHOWN ON PLANS. 2. MINIMUM SLOPE = 0.507. 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 J NOTES: 1. SEE LANDSCAPE PLAN FOR PLANTING DETAIL IN THE 8" D3034 IN PERF PLAN STORMWATER FACILITY. 12" SPLASH PAD 3" ROUND ROCK 6" CONCRETE ENCLOSURE 6" PERF PIPE IN PLANTER. FL=479.10 TRANSITION TO 8" D3034 PVC OUTSIDE OF PLANTER OUT TO MANHOLE #110 STORMWATER PLANTER DETAIL NTS 2. STRUCTURAL DESIGN OF STORMWATER PLANTER TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 3. ALL PRIVATE PIPING TO MEET UNIFORM PLUMBING CODE REQUIREMENTS. per, gotw • �rI C*", O W �w W A rz CL H d" c ra N o � N ,,1 v f� a FV- •� as a w O W o M Ca Pr y N C*", O W �w W A rz CL N JULmwi 2 8 2016 SHEET J p N iI1 f� FV- cnLLJ ai W U Z u W W W w JULmwi 2 8 2016 SHEET SUBMITTAL DATA SHEET (888)345-6575 Fax (501)791-1801 Web: aquashieldenclosures.com Email` Sr'r.,AI DAIRDS c&.:CODES • ASSE 1050 • ASTM B209 • 0SHA 1910 Product MaterLals .050 nim �Znished:marine �rtrde alttzrunuc� Poly som,anurate insulation 1.S'thick (10.OR-Value) no backflow endostlroshall be- ASSE 1060- 1996 (Class 1,11, 111) c1SSTs 1060-2006 (C'Iass 1.,111) certified and shall provide, freeze and vandal protection for backflow preventers installixi outside and aboveground: Materiels shall be (.05(VI S P.) mill dill ished atuminum bonded to a unicellular, non -v&, cking polisocyanutafe foam. Icote insulation. Insulation shall be 1. S" thick (RIO) and lave a heavy black- Ts: fcvr fiber each side. Draii_shall be insulated and sized to accommodate maximum discharge. ,of the back-flow prevente;rvalve and renain olosed exw,ptduririg discharge of the backflow valve. The enclo%ureshalI have 6111 access for testing and servicing of the backflow preye iter with strategically placed locicable access panels, lsndosure shall be anchored to. a concrete pad Nvilhin Lire enclosure with masonry anchors. Heat vvbm requinxI (ASSE 1060-1996 Clas i 1) shall be a 12OVI1 P sel frel ulatingr heat cable. lic at cable shall be 1:11, Or ETI.,. listed acid sized to maintain freeze protection of the back-flow preve tervNit sur outsi& ts-mperature ai--3ooF.Fleater shall )drive a male recs ptiacle plug; for easy l>nv,.T uxxmertio€t. Power smirce shall btu a ground fraidt interupter receptacle supplied aadinsUilled by others, Electrical trtcal power Source shall be inst<<ailed iia txccclrda nce avith all State and local codes, square dayforms with softened edges for a MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAT} SHIPPING'' NUMBER DESCRIPTION DIMENSIONS DIMENSiONS DIMENSIONS WEIGHT BFP1 a 1°' UliiSi RAINS# 3Ci"L QW '�2"H .i` L ' ; I `,W''- 24"H' 45"L" 25"W ,' eT, 45# BFP2-5 T WISTRAINER 43"L 14 W 28"H 46"L 17"W 30"H 58129„W 6r' 65# riTill,111 L`3 Reduced Pressure Principle Assembly VRLKINS Application' MODEL Designed for installation on water lines to protect against both; Height: backsiphonage-and backpressure of contaminated water into Depth: the potable water supply. Assembly shall provide protection Specifications where a potential health hazard exists. square dayforms with softened edges for a Standards Compliance 01 1; ' • ASSE® Listed 1013 LESS • IAPMO® Listed versatile look that complements nearly applications. • CSA® 884.4 Options •<AWWA compliant 0511 (Suffixes can be combined)I +Approved by the Foundation for Cross Connection ❑ - with full port QT ball valves (standard)c Control andHydraulic, Research at the University of ❑ L -ball valves, male pipe thread Southern California ❑ S - with bronze "Y' type strainer • UL®'Classified {less shut-off valves only, 3/4” - 2"), ❑ SE - with street elbows • C-ULO Classified (less shut-off valves only, 374" - 2") ❑ FT - with integral male 451 flare SAE test fitting G ❑ AG - with air gap Materials ❑ SAG - with bronze "Y" strainer and air gap Housing Reinforced Nylon, FDA approved ❑ BOF - with Blow out/Rush fitting Fasteners Stainless Steel, 300 Series ❑ B - with black fusion epoxy coated bail valves & Elastomers Silicone (FDA Approved) struts for theft protection Buna Nitrile (FDA Approved) , internals Deirin, Nylon, NSF Listed VALVES Springs Stainless steel, 300 series Accessories Ball Valves Cast Bronze, ASTM B 584 ❑ Repair kits Struts Forged Brass, ASTM B'124 ❑ Thermal expansion tank (MdI. XT) O� ❑ Soft seatedcheck valve (Mdl.40X12) Features ❑ Shock arrester (Model 1250XL) Sizes: 1/2", 314", 1", 1-114"; 1-112", 2" ❑ QT --SET Quick Test Fitting Set Maximum working water pressure 175 PSI ❑ Blow out/ Flush fitting (RK34-375BOF'(1/2" or 314`1), Maximum working water temperature 180°F RK1-375BOForRK114-350-375BOF) Hydrostatic test pressure 350 PSI in, imm End connections Threaded FNPT ANSI B1.20.1 dn: I mm IIS. L'�l[I Dimensions & Weights (do not include pkg.) Zurnindustries,LLC ; Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 9$446 Ph. 655-66$-0676, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272. Fax 905-405-1292 V' n"W.MeaM.Co D 6/14' 7,784,483, & 7,906,250 Page 1 -of 2 24" PROVIDE STORZ ADAPTOR WRAP HYDRANT BARREL WITH 10 MIL PLASTIC PRIOR TO POUR 6" CONCRETE PAD VALVE BOX --\ CONCRETE THRUST BLOCK 6" DUCTILE--/ IRON PIPE MECHANICAL JOINT -- RETAINER GLAND MECHANICAL JOINT X FLANGE HYDRANT TEE 6" — BREAKAWAY FLANGE 2"-8" ABOVE CONC. PAD OR SIDEWALK SURROUNDING DATUM n e •a 6 OCY rr =Q o � M CONCRETE THRUST BLOCK - MIN. ,. DRAIN ROCK TO . ABOVE DRAIN HOLAN SOLID PRECAST BASE BLOCK NOTES: 1. WHEN PIPE IS SHORTER THAN 18' NO JOINTS ALLOWED. USE MECHANICALs " 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 DRAIN HOLES. 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. 9. HYDRANTS SHALL BE MANUFACTURED BY MUELLER. 1211 • , I i ,0 to M. MM, I_. 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 I MIN. TELEPHONE CABLE 18" 3" 12" 4" " 2 JOINT TRENCH DETAIL UTILITIES N.T.S. CSX1 LED LED Area Luminaire rc: 4 I i'MM DIMENSIONS {approximate) WEIGHT MODEL A Height: „ t� w Depth: The Contour" Series luminaires offer traditional Specifications 11S i=?s square dayforms with softened edges for a �Q 01 1; ' 375 LESS E versatile look that complements nearly applications. * o N € U LESS WITH SIZE ABALI. 8 C D E F G H S BALL BALI for stylish, high-performance illumination that lash. Width: o O ! H It is ideal for`replaeincg traditional metal halide Height: VALVES VALVES a VALVES savings of b and expected semice life df over (max: a; 1 s O� 100,000 hours. C> C� in, I mm in, I mm in, mm in, mm in, I mm in, mm in, imm in, Imin dn: I mm 1n, I mm' in. mm lbs: I kg Itis. I kg 112 20 $7!8 225 n!a n1a 11196 49 1518 41 275118 75 1 378 98 11 11 t2 4 3 7 3 S 1 71 -276,121142 0 8 11` -7' .1 3 4. 2. 7 5. 2.8 314 20 87/8 '225 7118 181 11518 49 1518 41 1215116 75 3718 98 12618 321 3 76 11 279112114 311 4,71 2.1 5.7 2.6 1 25 . 3! 5 284 8 8 5 11 1 T! 22 1 57 2 t4 _ 1!4 7 2 5 3 7M8 8T 4 1 42 t.. 7 1 9t 6 3 0 4 1 4 42 1 ! - 3 3 4 349 1 1! 7 7 5 38 8.2 3. 4. 7- 9. 4:4 1-114 32 14 718 378 14:U8 367 3 318 86 3 318 88 1 S314 95 5 314 148 20112: 521 33/4 95 18 457 18 112 470 18:7 8:5 20.5 9.3 1-112 40 15114 38T i4 318 3S7 3 318 86 3318 88 3314 95 11 5 3 4 48 22 559 1 11 4 !2 4 1! 7 8 3 4 d 8 11 1 'i 20 d 5 4 8.3 SA 1 2 .5 9:8 2 160 16 406 14 318 887 3 3!8 86 3 318 86 T3 314 955 314 1710 4314 120.7 120 314 527 203141627,19.419,8,23.5110,7' Zurnindustries,LLC ; Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 9$446 Ph. 655-66$-0676, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272. Fax 905-405-1292 V' n"W.MeaM.Co D 6/14' 7,784,483, & 7,906,250 Page 1 -of 2 24" PROVIDE STORZ ADAPTOR WRAP HYDRANT BARREL WITH 10 MIL PLASTIC PRIOR TO POUR 6" CONCRETE PAD VALVE BOX --\ CONCRETE THRUST BLOCK 6" DUCTILE--/ IRON PIPE MECHANICAL JOINT -- RETAINER GLAND MECHANICAL JOINT X FLANGE HYDRANT TEE 6" — BREAKAWAY FLANGE 2"-8" ABOVE CONC. PAD OR SIDEWALK SURROUNDING DATUM n e •a 6 OCY rr =Q o � M CONCRETE THRUST BLOCK - MIN. ,. DRAIN ROCK TO . ABOVE DRAIN HOLAN SOLID PRECAST BASE BLOCK NOTES: 1. WHEN PIPE IS SHORTER THAN 18' NO JOINTS ALLOWED. USE MECHANICALs " 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 DRAIN HOLES. 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. 9. HYDRANTS SHALL BE MANUFACTURED BY MUELLER. 1211 • , I i ,0 to M. MM, I_. 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 I MIN. TELEPHONE CABLE 18" 3" 12" 4" " 2 JOINT TRENCH DETAIL UTILITIES N.T.S. CSX1 LED LED Area Luminaire rc: 4 I i'MM £ � EXAMPLE. CSX1 LED 60C 1000 40K T3M MVOLT SPA IDDBXD (SX1Im 60C 6X1tED 64( a3 A) f_OwLt 40K 4PC,,)K 12tH t#16011I Wppedindnded Shipped installed DDMD J,3IA m7l #£S}IM 100m, 50K fi,Jk T 31 )j <'s' 12E11 $RtS {r(lePER d 4tivrt x4 c, l r €t "s', D80 k>, t= In D;VG J t t�4 rt i ri ssP{ �'.x i�r jiyS`4(Yj3 iiSt; 1111td i5 .id 277, t ¢, 413A W41 Va Li ti4 t u r ' k woo Tt k wl 97 ShlppedSeparatelyr SI S14f" 480 $i'tMBA >rstrers3e Db 0 Me (20,; 41 ° ? DRUD llex.NftF ... Jr�'CtShc DS z1;e71 g.Yi�tl )rag Lib"(K n t=;n1Br` DYtsT�11 �Fti. 1FLEG tom; ttg >r> :C�"s1i v r€ 3L'"II(i�a #r�x'ii� {�.}.. t•�{.`fvir:j tv .'Cidl.�f�;,xii�i: r'. x� Rk'Uh9iidzi ecisnr<e ts:;{t�et�r,�i �€arr.zrn :€.se,sai 8t 34 3i -.gin :s ah Y' imm ncrrirza€.0)r,`}' ihS`l D Kt}tkfSWEXtu dWsa t3 Shipped separately* n.<, Too of of Fd� 'i3}., iS7t1.1's}}=saU}dtpCSki!!I{'.1{kink liker'L12I.C'r'E>w :,- NOTES. ,. 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TWR1 LED: LED Wall Luminaire Y l Specifications Width: 12-1 5/16" Introduction Height: „ t� w Depth: The Contour" Series luminaires offer traditional Specifications 11S i=?s square dayforms with softened edges for a �Q 01 1; ' �- E versatile look that complements nearly applications. * o N € U pa z o 73.1r h M The CSXI combines latest in LED technology ra v . L - __I_ vcAththefamiliaraestheticoftheContouOSeries for stylish, high-performance illumination that lash. Width: o O ! H It is ideal for`replaeincg traditional metal halide Height: in area lighting applicationsviih typiLal energy a __.. W savings of b and expected semice life df over (max: a; 1 s O� 100,000 hours. C> C� £ � EXAMPLE. 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TWR1 LED: LED Wall Luminaire Y l Specifications Width: 12-1 5/16" Height: „ t� w Depth: Weight: 11S i=?s I HX'. , W D. r' Qxar"g F Introduction The popular TWR1 luminaire is now available with long-lasting, energy -efficient -LED technology, Featuring a classic dayforrn, the lelJR1 LED offers a traditional appearance and is powered by advanced LEDs. The TVVR1 LED Itiminahe is povierful yet energy efficient, capable of replacing tip to a 3:20W metal halide Iurniniaire +r.hile sz)vin9 urs to 8fy14 in energy tots. Offering art expectod service life Of more than 20 years, the T"/Rt LED eliminates frequent lamp and ballast ropiac omerits assoc;:iawd with traditional Technologies. s��,t'E:+t'itli ( f4�r�t;�ittc;�i����� " ►{ t M181LEA 1 zy'JCilumeris 4% r Kr AiiOW I @lank) {91ank; Durke e 2- 1,607lurnem §0X i r PE' §t1Ct poo Tr:ttjd 3 4.9001timm NOTES 1 roior wvqatkret s k;7»,rcrnr+ rrt')hC3, 3 NIV0,11&,erap�t.50artnt,"Itagekm120- 77Yj.wtk, . "1110C,Jnv iroto^,;i tt1640)K. 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OPTICS H",x 1:�ae?antaro:�.i�Cstr.a�ta�reuwtcSh`:.=:t'.4-sg�+zai;{�,>...a°ti�G:�idrv�t.^€c75rrrtzi�.€ilia £'8?19�'�5hou;-,j:Ftesrr+nnrl,,;>;€err e:€xc.,rx�..,h,._h��aacrigfartrryydra-=;ccrbtr-r;�xr.£c<tr-etp;rsd� isstcsro s;;ann' i;. ,tc. `acs !a.. ;( urkl ;rrolunatr -•s esia trsrs SP2,1r,2, CS .7 r a ri _ F INSTALLATION L a .dzCxwal W,-ArI,rq abo_,a foj, ftj,,tirern_tHo�xxl ^ a;ra i*0 J, :i:.,i <a c r u*txoa v aa<=,Jira4 ou0wbc (.q al zrs)*Iforcvi=6 #auyy 04 4 t' Ljl MNGS U Lrxia ltni}.a a Cbnr dian m0e , s%rldardi to, c 7s.r i tti a ora � qtr; Crit. °t,i !;fS C"Jn;or r; ;i ?a.4 ',4d rir3:> :r,«juGt. Pic.. Jl, .Y+{sipras 5;,f 'Y v"t r�:.3,t ; t� a7 rr` 1ri C, n:a"7fir.;1. tY '•s •; r1- a zP sSy fi, ;a F'r i a5 m,t:hd-,V9miof#^.an>.Tua """d,,�lma. 'kR'( "`141CC ", r .a! r ly .. Et'... � tin£ .. ,t`aJ .rail .lL t{�. },5ri r��.Ct WARRANTY Fo y^carIvq dF01 wi rorty'0"Xid a• y ilot6e l`,.,.val j?><'rlosrscar:.ccmny&F<^.eas�:g raserPte,¢e; mr:.e=r>otrt :rail »j[ c at Yncrr§ rs£ r ,,, asa3 r uRdcs,dE, try x e�.�ns xf =.:': - 5�se�xM.BarssuP,gesktto�ta�Je54..�orai:c.�,.ee, on= i[ cr a4 y , i�r}a ll.:sr e,px }p `' A;aid- 770,91 121,17 • . #e ,evr�w-gill Teri • ,.,.,e1:,,,.,...,_ir.y:,,,..�_.irtiii�•��.:"�^S�r�i�7i.�''i:^,r Z Cd rw w „ t� w '`•'1 raG W �Q bA �- �, H * o N o U pa z o U h M O 1� ra v . O FW ami w o O w max 0 M t%] ar y a O� O C> C� Z Cd rw w „ t� w '`•'1 raG W �Q Cfl O J 0 LO CV 0 O U pa z U h "'N O 1� � > W O C� v� rr� Cfl J 0 LO CV 0 U pa z U W - O 1� � > W O 3,5" SURFACE AS PER PLANS ""' ' J. 5 X 5 4DING PERPENDICULAR SIDEWALK RAMP NTS m NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. EXTRUDED CONCRETE WHEEL STOP CLASS 3000 — 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. 3,500 PSI CONCRETE CURB PER PLAN IV, I„DING PER PLAN ♦ � 1•ti• J ///6X//X.I/�' 12” X 16" SIGN WN IT LBO OBACKGROUND SIDEWALK WIDTH WITH WHITE LETTERING PER PLAN KEYED NOTES \�����\��\�\���� 3 AND SYMBOL " DUMMY JOINT 1/4 3/4" RADIUS 4" ASPHALT PAVING— NOTES: 4 DEEP "V" GROOVE 6" 2" LIFT 1/2" LEVEL 2 HMAC 1. PAVING SHALL BE COMPACTED TO AC PAVING 2" LIFT 1/2- LEVEL 2 HMAC 92% OF RICE DENSITY VALUE. PER PLAN PER PLAN 2 16" CLEAN, GRADED AND COMPACTED 2. CRUSHED ROCK TO BE COMPACTED °• c.° °. a ° °• G 4 TO 95% OF T-180 PROCTOR. 3/4"-0" CRUSHED ROCK. 3. SUBGRADE TO BE PREPARED AND 7'ov ° COMPACTED AS DIRECTED BY MIN. ° a• 12" Q PROJECT GEOTECHNICAL ENGINEER. 3,500 PSI SUBGRADE W/MIRAFI 50OX CONCRETE GEOTEXTILE FABRIC OR BATTER EQUIVALENT 1 12-- 8" 6:1 HEAVY PAVEMENT SECTION NTS 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. 2 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 FABRIC OR PROJECT GEOTECHNICAL ENGINEER. EQUIVALENT LIGHT PAVEMENT SECTION NTS SURF) PER PLAN WALL MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL NTS 4" CONCRETE FILLED STEEL PIPE PAINTED YELLOW. 36" r4i 36" a •� r'e 10 - 1. BOLLARD DETAIL NTS MONOLITHIC CURB SIDEWALK NTS CONCRETE FOOTING 3/4" RADIUS 6" TYP. AC PAVING 15" WIDTH MIN. [AC PLAN 12" . a I-�-8"—►I 12" VERTICAL CURB NTS m 5 PCS ave pof0�12 Na waste DATE 9Y m `OF sPMGFmD SPRINGFIELD OMM- a DEPT. OF FURUC TORES SIDEWALK CONSTRUCTION " 0PAIWO 3-12 2003 W Q0 O a W t ///6X//X.I/�' 12” X 16" SIGN WN IT LBO OBACKGROUND SIDEWALK WIDTH WITH WHITE LETTERING PER PLAN KEYED NOTES \�����\��\�\���� 3 AND SYMBOL " DUMMY JOINT 1/4 3/4" RADIUS 4" ASPHALT PAVING— NOTES: 4 DEEP "V" GROOVE 6" 2" LIFT 1/2" LEVEL 2 HMAC 1. PAVING SHALL BE COMPACTED TO AC PAVING 2" LIFT 1/2- LEVEL 2 HMAC 92% OF RICE DENSITY VALUE. PER PLAN PER PLAN 2 16" CLEAN, GRADED AND COMPACTED 2. CRUSHED ROCK TO BE COMPACTED °• c.° °. a ° °• G 4 TO 95% OF T-180 PROCTOR. 3/4"-0" CRUSHED ROCK. 3. SUBGRADE TO BE PREPARED AND 7'ov ° COMPACTED AS DIRECTED BY MIN. ° a• 12" Q PROJECT GEOTECHNICAL ENGINEER. 3,500 PSI SUBGRADE W/MIRAFI 50OX CONCRETE GEOTEXTILE FABRIC OR BATTER EQUIVALENT 1 12-- 8" 6:1 HEAVY PAVEMENT SECTION NTS 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. 2 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 FABRIC OR PROJECT GEOTECHNICAL ENGINEER. EQUIVALENT LIGHT PAVEMENT SECTION NTS SURF) PER PLAN WALL MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL NTS 4" CONCRETE FILLED STEEL PIPE PAINTED YELLOW. 36" r4i 36" a •� r'e 10 - 1. BOLLARD DETAIL NTS MONOLITHIC CURB SIDEWALK NTS CONCRETE FOOTING 3/4" RADIUS 6" TYP. AC PAVING 15" WIDTH MIN. [AC PLAN 12" . a I-�-8"—►I 12" VERTICAL CURB NTS m 5 PCS ave pof0�12 COO GD CD z W w W Q0 O a W ?�-� o04 • V2 o a,mc ♦t/ � N O O �� �Z) q A ch a Z3 ..a v z C � 9 1O oO w x M V2 Pr y C4 0 COO GD CD z W w W Q0 O W COO its kr�ie�`, �,�A4s*:fi Q0 O Lo o04 C �Z) q N Z3 0 �'��f`��»'f�>s�.�i:�.3na• its kr�ie�`, �,�A4s*:fi Lo o04 E~25 Ld u z u H — 0 O � JUL2101; SHEET C-2.2 SIDEWALK EASEMENT OR RIGHT OF }NAY DEDICATION REOUIRED PRIOR TO CONSTRUCTION ON PRIVATE PROPERTY IF LANDING IS DEPRESSED, TRANSITION AT 12:1 MAX AS NECESSARY TO LANDING. A RAMP SNAIL DIRECTLY ALIGN WITH ADJOINTTNG RAMP ON OPPOSITE SIDE OF, THE STREET NO UP VARIES 3' 3' MIN. 2' x 4' Truncated Dome Texture ON MANS 4' MIN• IF NE£OEO CK COMPACTED CRUSHED ROCK NOTES * NO ABOVE -GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE RAMP AREA * CURB RAMPS AT MARKED CROSSWALKS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS (EXCLUDING CURB TRANSITIONS) * MINIMUM 4' x 4` LANDINGS SHALT, BE PLACED AT THE TOP OF ALL RAMPS, LANDING SLOPE SHALL NOT EXCEED 50:1 IN ANY DIRECTION �k RAMP SLOPE SHALT. NOT EXCEED 12:1 OR LESS RELATIVE TO THE HORIZONTAL sk ALL SURFACES SNAIL HAVE A BROOM FINISH EXCEPT FOR RAMPS. RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND PATTERN (SEE DETAIL) SIDEWALKS, ACCESS RAMPS, AND RESIDENDAI DRIVEWAYS SHALL BE 3OOD PS FIELD STRENGTH (3450 PSI LAB STRENGTH) 6,0 SACK MIX CONCRETE * CURBS do COMMERCIAL DRIVEWAYS SHALT, BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE NO REVISION DATE BY 6R, L;t>rT'o �w+ j"';"u DEPT. OF P WORKS, SIDEWALK ACCESS RAMP - CORNER CURBSIDE TO CURBSIDE SIDEWALK STANDARD D t xLi -14 2003 a "`IBJ � O outka city RO&eer 2003 DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRoMNAGE SKALt PEDESTRIAN PATH FLOW ONTO PRbFa RTY 8" THICK 3500 PSI FIELD STRENGTH � o� cc\oty o (4025 PSI IAB STRENGTH) 6,3 SACK MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/" MINUS CRUSHED ROCK DAMP SLOI'L 12.3- TYPICAL'5,,ep -- � GURB G`li `Li\O'�� A QR\�IE�t�4P.`C- G�Rg RE"cuR\� SY,�.�..1. 'amort E`��;CEND U P\?O�rc.C`C1COh1 QF PRCZPEFZ'C`C \..\�1E SECTION A — A 32:1 TYPICAL 50:3 MAX SCOPE 8" THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI IAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE .#4 REBAR - 32" ON CENTER o ci ,tccuccdE ya 'o BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB a2" OF 3/4" MINUS COMPACTED CRUSHED ROCK rfl a NOTES aNO MOVE -GROUND FACS (FIRE HYDRANTS, POWER: POLES, CATCH BASRIS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WN THE APRON OR RAMP AREA �c DRIVEWAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CITY PERMITS. a ALL SURFACES SHALL HAVE A.BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS _ * CONCRETE WITHIN APPROACH SHALL Of V THICK (MIN) CONCRETE ON 2' OF 3/4' MINUS CRUSHED ROCK. Le * REINFORCEMENT IS REQUIRED. USE 14 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SW * A CONTRACTION (SCORE) JOINT SHALL. BE ADDED IN THE CENTER OF THE APRON. v - * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL. DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE 3 * CURBS k COMMERCIAL DRIVEWAYS SHALL BE 35FIf? PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6,3 SACK MTX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. NO CITY OF -.SPK G IN FIELD REVISION DATE BY PR COMMERCIAL DRIVEWAY APRON STANDARD CURBSIDE SIDEWALK DRAWING DEPT. OF PUBLIC WORKS, Al Perou ka 6 BLUE BACKGROUND DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE PAVEMENT 46 STENCIL WHITE BORDER y ngtneet 2ao3 2003 a "`IBJ � O BLUE BACKGROUND DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE PAVEMENT 46 STENCIL WHITE BORDER 4" WHITE STRIPE 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) 36' .1 —9p no SIDEWALK PER PLAN TRUNCATED DOME TEXTURED SURFACE � 2' WHEEL STOP 2' PER PLAN (TVP.) 4" WHITE STRIPE 04viV I� a r �"� •a' p N o ?� W l DISABLED PARKING DETAIL NTS -ii. i✓1 ii.Lti.tCi^d !LJlY, z is cI SETBACK SIDEWALK BASE CCt1PLIrVC I!✓1_USH i*. '2•- SIGN UTALLA WITH SIDEWALK slDEwALK GRAoE I LEVEE.. WITH 2'' PIPE 30" MIN.. FOR VERTICAL PLUMB I NOTE: BEFORE INSTALLING A SIGN BASE `:• �J~-. .-..�.--.�-�• ' ,ry ♦. awi � �x .-- . � . ..... ...... ---- > CONTACT CITY TRANSPORTATION DIVISION �'..; ,•.,. i ;, I r b re .,, .• k62 .a �.t': tF �X+r �. I x ..j*. :,•kt..f4: I i...,..._...........,,,-..�-..,^ ., TO REQUEST A MARKED SIGN LOCATION. ,• ..• ,.' • a^�. ," .• ;.. •: '' I CALL •- 726-3753 �+�^r DETAIL fj �r""�"/'y� Ji,.� ,i.%L: �l1tL fiA'` (F(7QTiNG Aft7TES) 6" MIN.: PCC "�'':" -�•�' DETAIL TAIL 1 FOQTl.IVG JNSTALt�A�'itaN NOTES.,......••LOGAt (DROVED CLAMP) COLLECTOR (FLAT CLAMP) � A 1 INSTALL 2" Rran GALVANIZED STEEL PIPE. � • '... "-', .. S7GN' MaUMNG I`3RAtCM?' NOTES JNSTALL. 2" GALVANIZED THREADED �t •� I �.' 5 3 STEEL PIPE COUPLING WITH-! TOP d- ,• �.•e /� INSTALL STREET SIGN .CAP 2 A fr SET AT FINISHED GRADE. C14:... L �•:.J MOUNT FOR STREP]' INANE SIGN, INSTALL 2' RIGID GALVANIZED STEEL �' •' �� i, ' ' ,, @ INSTALL 90> TDP MOUNT 1 1 PIPE TACK WELDED TO COUPLING TO FC#2 STREET NAME SIGN. � PREVENT TURNING "a' ` "• � . •• � INSTALL EkTFtUBET) or FLAT ALUMINUM INSTALL 1 f4" X 5" STEEL. PrN • •, ' .:"• ".� .� STREET NAME SIGN PER CITY SPECIFICATIONS. M THROUGH STEEi. PIPE INSTALL SIGN BASE ASSEMBLY IN `+ • I• � r�OUN?1NG BRACKETS FOR LOCAL SIGNS SHALL HAVE A GR01+£D CLAMP TO FLT EXTRUDED SJGNS. EKtA1�AN0 NOT TO SCALE ANDARD. GLASS 3300 FCIRTLAND CONCRETE 12" MOUNTING BRACKETS FOR COLLECTOR SIGNS SHALML L .M SIt.3s, rw3s„ AM WAMn s►Iw. BE cuLv. USING Z' MIN. GUIDE ROD TO INSURE HAVE A FLAT CLAMP TO Eli` FIAT SIGNS srm Ir; >n a3�+eesrse. KL ses sa:Ews MAL Be SIGNPOST WILL BE VERTICAL►tit. ou• i +' ss.eSs spm. wn+r sauAae oa six ► 5-18 Au. � o:uco�Rs uln stow. eE usr 11 SECTION A — A 12:1 MAX. SLOPE 50:1 SLOPE 12:9 SLOPE AS SHOWN • G% a "`IBJ � O W O O � max z 0 4" WHITE STRIPE 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) 36' .1 —9p no SIDEWALK PER PLAN TRUNCATED DOME TEXTURED SURFACE � 2' WHEEL STOP 2' PER PLAN (TVP.) 4" WHITE STRIPE 04viV I� a r �"� •a' p N o ?� W l DISABLED PARKING DETAIL NTS -ii. i✓1 ii.Lti.tCi^d !LJlY, z is cI SETBACK SIDEWALK BASE CCt1PLIrVC I!✓1_USH i*. '2•- SIGN UTALLA WITH SIDEWALK slDEwALK GRAoE I LEVEE.. WITH 2'' PIPE 30" MIN.. FOR VERTICAL PLUMB I NOTE: BEFORE INSTALLING A SIGN BASE `:• �J~-. .-..�.--.�-�• ' ,ry ♦. awi � �x .-- . � . ..... ...... ---- > CONTACT CITY TRANSPORTATION DIVISION �'..; ,•.,. i ;, I r b re .,, .• k62 .a �.t': tF �X+r �. I x ..j*. :,•kt..f4: I i...,..._...........,,,-..�-..,^ ., TO REQUEST A MARKED SIGN LOCATION. ,• ..• ,.' • a^�. ," .• ;.. •: '' I CALL •- 726-3753 �+�^r DETAIL fj �r""�"/'y� Ji,.� ,i.%L: �l1tL fiA'` (F(7QTiNG Aft7TES) 6" MIN.: PCC "�'':" -�•�' DETAIL TAIL 1 FOQTl.IVG JNSTALt�A�'itaN NOTES.,......••LOGAt (DROVED CLAMP) COLLECTOR (FLAT CLAMP) � A 1 INSTALL 2" Rran GALVANIZED STEEL PIPE. � • '... "-', .. S7GN' MaUMNG I`3RAtCM?' NOTES JNSTALL. 2" GALVANIZED THREADED �t •� I �.' 5 3 STEEL PIPE COUPLING WITH-! TOP d- ,• �.•e /� INSTALL STREET SIGN .CAP 2 A fr SET AT FINISHED GRADE. C14:... L �•:.J MOUNT FOR STREP]' INANE SIGN, INSTALL 2' RIGID GALVANIZED STEEL �' •' �� i, ' ' ,, @ INSTALL 90> TDP MOUNT 1 1 PIPE TACK WELDED TO COUPLING TO FC#2 STREET NAME SIGN. � PREVENT TURNING "a' ` "• � . •• � INSTALL EkTFtUBET) or FLAT ALUMINUM INSTALL 1 f4" X 5" STEEL. PrN • •, ' .:"• ".� .� STREET NAME SIGN PER CITY SPECIFICATIONS. M THROUGH STEEi. PIPE INSTALL SIGN BASE ASSEMBLY IN `+ • I• � r�OUN?1NG BRACKETS FOR LOCAL SIGNS SHALL HAVE A GR01+£D CLAMP TO FLT EXTRUDED SJGNS. EKtA1�AN0 NOT TO SCALE ANDARD. GLASS 3300 FCIRTLAND CONCRETE 12" MOUNTING BRACKETS FOR COLLECTOR SIGNS SHALML L .M SIt.3s, rw3s„ AM WAMn s►Iw. BE cuLv. USING Z' MIN. GUIDE ROD TO INSURE HAVE A FLAT CLAMP TO Eli` FIAT SIGNS srm Ir; >n a3�+eesrse. KL ses sa:Ews MAL Be SIGNPOST WILL BE VERTICAL►tit. ou• i +' ss.eSs spm. wn+r sauAae oa six ► 5-18 Au. � o:uco�Rs uln stow. eE usr 11 SECTION A — A 12:1 MAX. SLOPE 50:1 SLOPE 12:9 SLOPE AS SHOWN O O ti W "`IBJ � O W O O � max z 0 O O ti W "`IBJ � O W O O SHEET C-2.3 ti "`IBJ � O � SHEET C-2.3 a Q >x a SHEET C-2.3 SOUTH 41ST STREET GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS 5PECiF1W (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING 501L SUB GRADE MULCH TAPERS TO 1" AT SIDEWALK FINISHED GRADE PLANTING 501L (SEE SPECIFICATIONS FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVEL5. PLANT BED EPOE AT PAVEMENT SECTION 50ALE: 1" = 1'-0" - v 5PAGING "D" ROW "A" 5PAGIN6 "D" ROW "A" \� COMPACTED TOP501L 3" O.G. 2.6" 18" D.G. 15.6" (BELOW ROOT BALLS ONLY) 6" O.G. 5.2" 24" O.G. 20.8" q" O.G. '1.8" 30" O.G. 26.0" NOTE12" O.G. 10.4" 36" O.G. 30.0" MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. 15" O.G. 13.0" 48" O.G. 41.5" TREE PLANTING AT PARKIN& AREA5 SECTION 50ALE: 1/2" = 1'-0" &ROUNDCOVER 5PAGING VIA6RAM PLAN NT5 011 LANDSCAPE SPECIFICATIONS PLANT SCHEDULE KEY I QTY. BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS 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 piicata'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. SHRUBS 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 Berberis 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. matching, full ICCF 11 Illex crenata'Compacta' Japanese Holly 5 gal. matching, full MAA 17 Mahonia auquifolium Oregon Grape 5 gal. matching, full PLO 24 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. matching, full RHA 6 Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RHJ 6 Rhododendron 'Jean Marie Montegue' Jean Marie Montegue Rhodo. 5 gal. matching, full RHP 13 Rhododendron 'PJM' PJM Rhododendron 5 gal. matching, 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 PERENNIALS AUU 19 Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full CAM 12" o.c. Carex morrowii'loe Dance' Ice 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 f ilgida'Goldstunn' Goidsturm Black -Eyed Susan 1 gal. matching, full RUCE 24" o.c. Rubus calycinoides'Emerald Carpet Emerald Carpet Rubus 4" pots matching, full PLANT SCHEDULE - STORM WATER PLANTERS (APPROX. 130 SF) SCHEME 11 KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TREES (NOT REQUIRED) FL I 1 I Fraxinus latifolia Oregon Ash 1.5" cal. I Matching, full, B&B LARGE SHRUBS (NOT REQUIRED) COSA 4 Comus alba 'Ivory Halo' Ivory Halo Dogwood 3 gal. I matching, full SMALL SHRUBS (5 REQUIRED) COSK 15 t6rnus sericea'Kelseyi' Dwarf Redtwig Dogwood I 1 gal. matching, full GROUNDCOVERS CAO 12" o.c. Icarexobnupta Slough Sedge 4" pots matching, full JUP 12" o.c. iJuncuspatens Spreading Rush 4" pots I matching, full PLANT SCHEDULE - RAIN GARDEN (APPROX. 215 SF) SCHEME 111 KEY I QTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES (1 REQUIRED) FL I 1 I Fraxinus latifolia Oregon Ash 1.5" cal. I Matchinq, full, B&B LARGE SHRUBS (4 REQUIRED) COSA 4 Comus alba'lvory Halo' Ivory Halo Dogwood 3 gal. matching, full SMALL SHRUBS (9 REQUIRED) COSK 15 1 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full MAA 14 1 Mahonia auquifolium Oregon Grape 1 gal. matching, full A. VERIFICATIONS GROUNDCOVERS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 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 FOG 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. 3. 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 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. CAM 12" o.c. Carex morrowii'ice Dance' ==Ice Dance Sedge pots 4" =matching, full CAO 12" o.c. Icarexobnupta I Slough Sedge 4" pots I matching, 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. I. 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. PROPOSED TREES 0 PERENNIALS AND GRASSES vvvvvv °° vvCAREX MORROW (CAM) vvvvvv 860 WEST PARK, SUITE 300 EUGENE, OREGON 97401 (541) 344-9157 ,,I STS 279 r David J. Doug rty rr�-"I V ` OREGON AE Ag' ;ypuLo-oo03� Sv� FLM R.ovi2i,J D 01 (,GCS LANDSCAPE PLAN Py j2 �► 0 2 5 10 20 40 SCALE: 1 " = 10'-0"