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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/25/2019INwm NOTES: 1. LOT GRADING PLAN TO BE PREPARED DURING PIP PROCESS. 2. WETLAND DELINEATION BOUNDARY FOR JASPER SLOUGH OBTAINED FROM WILLAMALANE PARK AND RECREATION DISTRICT. CUT FILL DATA: PROPOSED FLOW DIRECTION EXISTING BOUNDARY ASPHALT ELEVATION EXISTING CATCH BASIN - - - - - - - ADJACENT PROPERTIES QU EXISTING CURB INLET SW - EXISTING CURB LINE EDGE OF ROAD EXISTING STREET LIGHT -X-X- 00 EXISTING FENCE UGE- EXISTING UNDERGROUND ELECTRIC 8"W CU EXISTING WATER MAIN An, EXISTING TRANSFORMER CU RW EXISTING WATER METER RP EXISTING TELEPHONE PEDESTAL 0 EXISTING WATER VALVE PHN- - EXISTING TELEPHONE LINE tiYa EXISTING FIRE HYDRANT - -2"G - - - EXISTING GAS MAIN WW --8"WW - - - EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE bn EXISTING CLEANOUT PROPOSED STORM LINE (S­T--24"SD - - EXISTING STORM DRAINAGE SYSTEM PROPOSED STORM MANHOLE NOTES: 1. LOT GRADING PLAN TO BE PREPARED DURING PIP PROCESS. 2. WETLAND DELINEATION BOUNDARY FOR JASPER SLOUGH OBTAINED FROM WILLAMALANE PARK AND RECREATION DISTRICT. CUT FILL DATA: PROPOSED FLOW DIRECTION AC ASPHALT ELEVATION BW BACK OF WALK ELEVATION CONC CONCRETE ELEVATION EX EXISTING ELEVATION SW SIDEWALK ER EDGE OF ROAD DW DRIVEWAY NOTES: 1. LOT GRADING PLAN TO BE PREPARED DURING PIP PROCESS. 2. WETLAND DELINEATION BOUNDARY FOR JASPER SLOUGH OBTAINED FROM WILLAMALANE PARK AND RECREATION DISTRICT. CUT FILL DATA: PAVING AREA: �L4 CUT= 2,244 CU YD FILL= 2,025 CU YD POND AREA: 00 z� as CUT= 2,320 CU YD FILL= 2,025 CU YD PROPOSED STORM CLEANOUT ' yi �i WETLAND BOUNDARY 0 PROPOSED CURB INLET 000, PROPOSED PAVING JAVER =UGH A ST WQ MH #1 I-, I L IN (E)=472.36 6.1 FL OUT SE =472.36 \_12 "o, 000� 01000' go RIM ELEV .=478.63 478.75 TC LOT 30 7829 SF ��478.25 AC X 18" CULVERT N-\ N' N\1 FL=471.00 1400t 13.10 IC UE_ EX 10.00' P "-�348 LF 478.25 AC ------ nog V, S PER DOC. NO. =0.30%- 4016-065167 LOT 31 /14.00' LOT 9 4750SF,,,� P.U.E. 5324 SF 8 T1 X," "o) 10, CP LOT 32 86 LF 4 1 .0000000, N 478.00 TC CI 4750 SF S=O. 14% L 28 477.50 AC N T 475% SIF ST MH #5 % If CURB INLET #8 478.00 TC CI 10- FL OUT (S)=4-, 47 6 -12" FL IN (NE)=471.22 12" CULVERT RIM ELEV.=478.00 12" FL IN "Lo, -2 7.50 AC LOT 26 INLET #9 -3 18- FL OUT (SW)=471.12 -FL=473.30 "al 6 LOT 25 CU BRIM ECEV.=474.90 59--7t-SF FL OUT (N)=476.00 LOT 33 /478.33 TC 10 I I U LOT -24 N 5517 SF 477.815 CURB INLET #10 RIM ELEV.=478.00 Nx S=0.30% -5 *$Opp .5 73 SIF 0- FL OUT NE =476.00 IM __/R ELEV.=478.22 LOT 27 478.29 478.02 TC 12" CULVERT TC [-_YFL=473.90 6374 SF 477.79 AC 47 7.52 AC 000 / I T MH #4 Co 3 duplex) 00-00. LOT/23 POND '1 0" FL IN (S)=474.09 1 FL OUT (SE =474.51 601�3 SF -RIM ELEV.=480.24 10- FL IN (NW) 474.19 01 "'(duplex) % .12" FL OUT (NW)=473.99 ST MH #5 ­­­ �� , !�' � I 11:�'. "T CURB INLE 13 RIM ELEV.=477.55 .97 2 7 sl �N�77 •10- FL IN (E)=474.54tiUT S .47 \X\1 be. -7-7 CC 10 171 OUT 1fJ1=A74 44 01if C1 n/ A x Z� \\\ 477.95 TC RIM ELEV.=477.55 \C1 477.45 AC 000 LOT 22_ 12 ST;;4;4_\ k 1666 SF N, 0100 0.60% 477.66 TC V, 477 16 Ac 4/7.77 TC Cl !N x LOT 10679 21SF 477.27 AC 477.95 LC C TC AC 477.45 CP CURB INLET #12 CURB INLET #14 CURB INLET #15 b10- FLOUT (S)=475.88 10" FL OUT (S)=47! ® ® ®r10" FL OUT (S)=475.88 RIM E LEV.=477.77 RIM ELEV =477.66 ,X RIM ELEV.=477-88 "N LOT 20 LOT 15 4520 SF 77 4,1 LOT 16 5955 SF ST CO #4 6743 SF A:. (duplex) 10" FL OUT (SE)=4 4.59 RIM ELEV.=477.54 X, LOT 19 38 SF J) 06.' 0; LOT 17 LOT 18 LOT 14 IN, 6278 SF 7115 SF :-U- (duplex) 6141 SF (duplex) 4/6.66 478.38 AC 478.88 TC 478.38 AC ---------- T 4 TC /- - - -A 79.30 47 8.80 AC -47 TC. LOT 12 7002 SF �CURB INLET Ill 10- FL OUT (SW RIM ELEV. =478.i LOT 11 7219 SIF LOT 37 4835 SF( OT 36 50 SF 479.14 TC LOT 35 \4�50 SF CURB INLET #5 RIM ELEV.=479.14 LOT 34 ,-,8392 SF -(duplex) 478.89 TC 478.39 AC CURB INLET #6 10- FL OUT (E)=475. 15 RIM ELEV.=477.55 477.55 TC/Cl 477.05 AC ��. ', 7 479.89 TC 479.39 AC f A 'z I X J\\ - -z 7 K, S1. 7� r Xit A/ C)It -0 4/ 7 r ST CO 2 X 10- FL OUT (S)=475.76 RIM ELEV.=479.47 j, 479.14 TG CI 478.64 AC _7 CURB INLET #4 10- FL OUT (S)=477.14 RIM ELEV.=479.14 04 CURB INLET :99 CURB INLET 10" FL OUT (E)=477.76 10" FL OUT kL)=4/b.UU,1,,.j/ RIM ELEV.=479.76 RIM ELEV.=480.24 f N AR()T 479.76 TC 480.24 T V k 44�160.5p C 60 L 479.26 AC ' i AC AC o. TC CI 77.05 AC ST MH j1 10" FL OUT (W)=475.40 479.76 IC 479 f)r, AC ST CO 1 t. 10- FL OUT (S)=475.66 RIM ELEV.=479.92 10 FL OUT tN)=475.30 479.74 AC 2- FL OUT (SE)=475.20 RIM ELEV.=480.07 CU, RB INLET #3 CURB INLET #7 10- FL OUT (W)=477.76 480.40 TC ST MH *#2 10- FL OUT (NW)=474.50 478.02 TC 10" FL OUT (W)=475.55 RIM ELEV.=479.76 479.90 AC 477-52 AC RIM ELEV.=477.55 LOT 3�_LOT_2 LOT I 12' FL OUT (W)=474.40 LOT -45865 SF 5869 SF 6672 SF - RIM ELEV.=478.02 ZZ I <�, 550'4 SF oupleN Z L LOT 7 OT 6 7114 S, 5874 /5 LOT 5,---' /Lj 79WSF f,� J A I _4 . Uo'o 06' 1pq 10 LOTI LOT 9 1§ -'(9 �_CL 7449 SIF 7000 SIF \0, STORM MH #51757 \0 Ikb C6 V� ID 6YA 006, .CURB INLET #16 72" WEST & 72" EAST & 12"? NORTH H, 10" FL OUT (E)=470.40 INV SUMP= 468.59 n�./ hil z � in RIM= 478.85 RIM ELEV.=474.92 P� � o -,475. 10 TC -474.60 AC -RIM ELEV.=MATCH GRADE -18"S1 CONNECTION - ti FL=469.87 X, tit 18"ST Date Received MAR 2 5 20419 Original Submiftal-_ bD bn as �L4 bD C:> bb 0 as m n 00 z� as 1_0 c), cc Co 0 Cf) 00 as C/) bb as m n 00 as 1_0 CZ) ;_q Cf) 0 C%j o? bn ZO as 0 = W > oj z 0 SHEET C-2.0 of 7 m n 00 ��4 V) C%j ZO cc: 0 = W > Q L4 L4 U . . Z Z E4 L4 w U 0 C1. V) w U oj z 0 SHEET C-2.0 of 7 NOTES: 1. WASTEWATER TIE-IN ELEVATION IN KINTZLEY AVENUE WAS ASSUMED FROM MANHOLE SUMP DEPTH DATA COLLECTED BY EGR & ASSOCIATES. FLOWLINE ELEVATION TAKEN FROM AS-BUILTS PROVIDED BY CITY OF SPRINGFIELD. FLOWLINE ELEVATION TO BE VERIFIED DURING PIP CONSTRUCTION. 2. FRANCHISE UTILITIES (ELECTRIC, WATER, PHONE, CABLE) ARE EXISTING IN JASPER RIGHT-OF-WAY AND AVAILABLE TO THE PROJECT SITE. 3. NATURAL GAS IS AVAILABLE TO THE PROJECT SITE FROM A GAS LINE ON THE EAST SIDE OF KINTZLEY AVENUE. 4. FINAL UTILITY DESIGN TO BE COMPLETED DURING PIP PROCESS. 5. SUB TO DESIGN WATERLINE DURING PIP PROCESS. fA�elal►f�] o PROPOSED - • PROPOSED WASTEWATER LINE @ PROPOSED WASTEWATER MANHOLE © PROPOSED • CLEANOUT 6. FRANCHISE UTILITIES TO PROVIDE DESIGNS OF NEW INFRASTRUCTURE- � DURING PIP PROCESS. ____ xll V. e."I .-^"' ✓ fy`t �f i'f ...._.__..- f f _I" r' WW MH 9 _ 00 LOT 37 6" FL IN (S)=475.10 J. ( f 8" FL OUT (E)=475.00 /! ----•-----_ - - . � r , f � .--`''.--' � nri.�-! 4835 SF ( � ,� � ()- I/ --�"WW MH 7 k RIM ELEV.=479.75 f f Al't J E" p 4 a ' r�5" i i 1 }} f '/ 4"WW I I SANITARY MH 24040 ' i ' f = ,' '' 6 FL IN (N)=474.04 ; , / 27" NW & 27" EAST/ LOT 30 INV IN EAST= 465.05 , '�• _-- ���� T � 8 FL OUT (E)=473.94 � � �� ,� '�. � � ( ) < BRIM ELEV.=478.27 7829 SF 4 - �f,`yl , � .. 1 ( sf I RI- 479.86 ._..e... ,..- --- � L_.___-_..___ / f //•''/ '_/ i LOT 36 212 LF i ; , ✓f _M ;,' f ; 'i. • "Ir , 47 0.40% I j ' i j f -- I mop -00 1-4-00 jj} 4"WW I oOp6`� ' it LOT 31� � � � � � •�`t � LOT 9 ;f LOT 35 �''� 5324 SF 4750, SF `~, 4750 SF } 00 ,• ff f �- f %;.f' : / ,//. `` ? j 4"WW LOT 32 I WW MH 8 # �T 28 205 LF LOT 34 /�� A A` t "'"' f ' ;1hf/ •` •' 4 4750 SF " f / SF S=0.40% 89SF 6 FL IN (E)=474.24 3 ... �/�` -` �°° f (duplex) $" FL IN (W)=474.14 f �'' f �� f �' .� �/ f /� 4 -WW 16 FL IN (N)=474.04 _ .. _ ..►+�,,••� f f '/ 'f` -' f- L 2b r ►- '. I 18" FL OUT (SE)=473.94 f RIM ELEV.=478.57. LOT 25 �-1183 s Y', � � � I I . i" JWW 6593 SF LOT 27 j WW CO #2 j..# LOT 24 WW MH 5 LOT 33 , " 6374 SF I _ `/ -',' 6" FL OUT (S)=474 6 �. IN (N)=472.11 6"WW _ I 5517 SF - s ' , G F' f RIM ELEV.=479.55 f 5573 SF '`� 8" FL OUT (SE)=472.01 1 (duplex) I Vii- f : y WW M 4 i� `� # H WW 6 r MH pt . ---. RIM ELE.V.-480.42 ` '�''`�iii i IN(NW)=471.63 ,' A f / i 8 FL IN (W)=473.12 PROPOSED i 1 `a ' j f $� FL OUT(S)=471.53 70 LF I , m _ f h `, / ��. S=0.60% # �` LOT 23 I a 8 FL IN (NW)=473.02 , - - 230 LF FIRE HYDRANT, s 6013 SF I " R - (S)=4 f S=0,40% \ E EV 47 87 FL OUT 72 92 -� ----� 6 s ' ! RIM ELEV.=479.45 .-r �__ J(duplex)- WW , t - I `r f MH � 8 FL 1NN =470.92 / i .kl () -� I ' € 203 LF � .� . . {.. • � • � )8 FL OUT (E)=470.82 I ' S-0.40% i ... j RIM ELEV.=477.01 ( '' _ _ - ` - -�_TL I E�; 94 LF '1000 . ` -a 0�0 LOT 2-2-- 000 2-'- 000 � 7638 SF � � - 8"WW _ --- � - ' � b0 3 LOT 2 LOT 1 ® / - . / 6672 SF e°1 i 154 5865 SF r X869 ---SF__ _ j ~~ ( P <.. Y J �, du lex) .� ,,� LOT�4 � LOT 21 i f :...., ,.� . r 55� SFr . 10679 SF 4"WVY { 1 - ,�� T LOT 7 LOT 6 f 4 ,� PROPOSED d� LOg 5$74 SF f ' ` FIRE HYDRANT r' '' IAT 11 7114 Sl� LOT 5f. 7382 SF < 1 a.� f �® i a..n - f T 13 7219 SF 76 SF TF 59 SF ,�- , � � ��` w FRANCHISE UTILITY '� TIE-IN (UNDERGROUND) r - # LOT is , ,-`` LOT 20 I <. ^ LOT 16 5955 SF j f \f / I J '4520 SF t +-� 6743 SF ii/°i h ? ; (duplex) - f 1 4"W4y f 4" WW ? I 1 4 O .(3) �! - a C as Co cis v 1 00 5a�3 I v 4 ��{ z3 a O N • e c� CN o c> E•' O M � ..� mow? N as O W o • o o�z 0 ti 114 O•f 4 O �� �! - C Co cis v 1 00 O �} 4 z3 ct • e c� •-ice v� cri ..� mow? N as O 9� • 4 Co .. • .. z.. • wu • . .a.. vo LOT 19 235 LF j 38 SFS=0.40%1- 4938 ` - - 6"WW �'S 0.40% . .: ��9o`o�, I u�i��. X i LOT{i0 LOT9 # f ��p I I -a.°` ri7�C111I1 c�tl}� tJ1� I 1 LOT 17 7000 1SIF 7449 SF �o I 6278 SF LOT 14 LOT 12 -� � c'� l # `'� �(�� �whl &(n � -'" 6"WW 7115 SF 7002 SIF �o o6, 1 J (duplex) f.iG�11(1Q,V� _ LOT 18 \ € ff yt #; 6141SF (duplex) 3>`} +� "' z 345 LFA f 349 LF O f SANITARY MH 24115 `r r -5=0.40% \ 8"FL RIM= 478.87 .s S=0.40% r r 27" WEST P. 27" EAST rt ,, ..., WW MH #2 8" FL IN (W)=469.78 �8" FL OUT (N)=469.68 RIM ELEV.=479.21 8" FL IN (S)=468.40 8" FL OUT (N)=468.30 j RIM ELEv.=475.31 1 INV (IN) EAST= 465.46 W ;R te Received i A► 2 5 2019 ii► r 5w __ SHEET C-3.0 of 7 TREE NOTES: 1. VISION CLEARANCE AREAS AS SHOWN. 2. STREET TREES SHALL BE PLANTED NO CLOSER THAN 5 FOOT FROM DRIVEWAY APPROACHES AND UTILITY FEATURES. 3. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 FOOT FROM STREET LIGHTS. 4. STREET TREES LOCATED WITHIN BACK OF CURB SIDEWALK AREAS SHALL BE PLANTED 2.5 FOOT BEHIND P.U.E., 9.5 FOOT BEHIND PROPERTY LINE. 5. TREES SHALL BE CHOSEN FROM CITY OF SPRINGFIELD LIST OF APPROVED STREET TREES. r 1 1 � j}1 1 (f d STREET LIGHTING NOTES SL INSTALL FIBERGLASS POLE WITH AUTOBAHN SERIES ATBO 20BLEDE 70 R3 -7 -PIN FIXTURE. REFER TO CITY OF EUGENE STANDARD DRAWING TM629{B} FOR FOUNDATION DETAILS ONLY. REFER TO SHEET C--5.1 FOR DETAIL. MOE ` PROPOSED STREET TREES PROPOSED STREET SIGN PAVING CONSTRUCTION NOTES 2. CONST CURB & GUTTER PER CITY STD. DWG 3-5. 5. CONST 4" AC OVER 12" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-5.0 6. CONST STD. SETBACK SIDEWALK PER DETAIL. REFER TO SHEET C-5.0. : Lol / / v - r/ " LOT 9 . ®_ .s'' �1� �. ✓ '/ 1, ; ; i /,.- / op I� f IX 75 /.' mss'' � ��.' !v-.1""`. ✓ f!f LOT 27 -i3OT24 3348 SF STREET NAME SIGN '' j '' °�� ":h %` ♦ ` 653 LF 'CLEARANCE 40. ' TRIANGLE RIG -OF-WAY LOT 23f 1 ' VISION • f �' CLEARANCE /110011♦ t, , ,TRIANGLE 25.01-- STREET NAME Sp Ci t x470a 54 p v. LOT 70 ,( 25.0 s 3 45 Sr A SF 25.0'– C / 7,000 SF r 5 SL , # n / 1 6 LOT 21 70 , h.. r -^ � I 1 t d LOT a LOT 11 LOT 8 7 LOT 3 � 1, / y "� J11\LLT !\ll1liL \ AND STOP SIGN }, LOT 18 VISION --�� p CLEARANCE \ ,:ter ���,,,fjjj1��� ��/i�✓ j l 5f X10f COMMON I MAILBOX PADS \ , P v VISION CLEARANC #. TRIANGLE % f t' 25.0' % t� -25.0'-77 !° 1 ,x Le i f EXISTINGh STREET 'LIGHT , INV x F r SCALE 1"=40' 0 " �mmm �"� 00 Dale Received MAR 2 5 2079 Original Submittal �vt od,v i '5WA -VtKtoU SHEET C-4.0 of 7 9 o O .. A W 01 rpn o 9 <c SHEET C-4.0 of 7 9 .. .. • E2 lit .. Co z.. • SHEET C-4.0 of 7 .. .. • E2 .. Co z.. •' • .. ... SHEET C-4.0 of 7 4.0' 0.5' WALK PLANTER -,-% �. KUAU JIKULIUKIL: _ 4" ASPHALT PAVING OVER, 12" CRUSHED ROCK (TO EXTEND 1.00' BEHIND CURB) 5.0' 0.5' WALK PLANTER 2% 0.5' Rol 0.5' 56' IR/W 36 , ' ROADWAY CL 1 1 / 50' R/W 28' ROADWAY STD. SHED CROWN 2�Y S T—CROWNHED a 'OAD STRUCTURE: •" ASPHALT PAVING OVER, 2" CRUSHED ROCK (TO XTEND 1.00' BEHIND CURB) TYPICAL 28' STREET CROSS SEC 5 WITH SETBACK SIDEWALKS N.T.S. 40' IR/W 28' ROADWAY I 1 1 STD. SHED CROWN 2% s ASPHALT PAVING OVER, 2" CRUSHED ROCK (TO XTEND 1.00' BEHIND CURB) TYPICAL 28STREET CROSS WITH CURB—SIDE SIDEWALKS N.T.S. 0.5' 0.5 4.0' PLANTER N.T.S. 5.0' 5' PLANTER - WALK % 0.5' 5' _ WALK 2% 0.5' 0.5' ROAD SECTION NOTES: 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING SUB -GRADE AND NEGIGLIBLE DEFLECTION. OF SOIL AND NEGLIGIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE PLACED UNDER 3/4"-0 CRUSHED ROCK. 16"X12"X6" BLOCK RETAINING WALL IDIjI�� • ` � FOR PIPE CONFIGURATION SEE DETAIL BELOW. FL=473.40 1 18" GROWING MEDIUM "-- i • _III ' r � -� •- i" ROCK = 4" PERF i 1T ;HAMBER ;PIPE PLANTING NOTE 1. STORM FACILITIES TO BE LANDSCAPED PER EUGENE STORMWATER MANUAL. DETAILED PLAN DETENTION POND 1 DETAIL TO BE COMPLETED DURING PIP PROCESS. NTS POND 1 OUTLET STRUCTURE SIDE VIEW NTS STANDARD CURB A GUTTER 1/4' UP IETWEN WEEP PIPE HOLE k GFLOW UNE 7Mw (r WAL) H , SPIPE MOUNTABLE CURB & GUTTER 3' 3S• OS' 1 f2' TD�Trs {1YPiCdL) ,_ �'. Y SUPE - -•^i1 t'- ' 2e— EXTRUDED CURB FULL DEPTH CURB t" 6 f 6. t' RAO. %up HOLTS SHALL s E PLACED AT 75' O.C. OR AS OTFIETNm SPEa}ED RffER TO STD DRfG. 3 -XX FOR INSTALLATION MAS. IN KV COtfiIR1.0 M PLACE COBTRACRON MT �Er R 10 FWIT OF FIFE CONTRACTION JOINT'S /115 FEET O -C. 6FAX AND WHERE MOVEMENT IS MR ' v • t :-f-., -�. -k►}.\ '+ ?I ',3: T.'. ).,�. , :. Oki ..; I 't .�1.- ,, .. ';i'iN . i ► ?i k/ :h'i T.O.B.=476.90 0.50' 12" CULVERT 3.50' FL=475.40 DEPTH 1.50' 6" CULVERT FL=473.90 0.50' POND 1 OUTLET STRUCTURE FRONT VIEW NTS J •:: t: IROM- t '� '' ' r ,+. � t' elt .IL alit. • - - ►` �LiP��'• ��� rzl `•.,• , •.� , , I NOTES 1 WWII !lagx� ! s r� ! , !w ! a ! ! ►r t, . , It� R' 1� • ♦ , • t ; �)!+ '�i 1 .�tt' J I. L ---M O IN MMM MMM ==M t *^^„1, s' �"' T.O.B.=476.90 0.50' 12" CULVERT 3.50' FL=475.40 DEPTH 1.50' 6" CULVERT FL=473.90 0.50' POND 1 OUTLET STRUCTURE FRONT VIEW NTS J •:: t: IROM- t '� '' ' r ,+. � t' elt .IL alit. • - - ►` �LiP��'• ��� rzl `•.,• , •.� , , I NOTES 1 WWII !lagx� ! s r� ! , !w ! a ! ! ►r t, Date Received t"M 2 5 2019 Odgina! Submittal - (m II= nIv� V�.e� V= q45 IF LANDING IS DEPRESSED, TRANSITION AT 12:1 MAX AS NECESSARY TO LANDING A5 yaP� LANDING orf Y W pyo 50:1 ••••e ° ' VARIABLE 1' MIN. 2' x 4' p F Truncated S`© Dome Texture 4 FOR USE WITHSETBACK SECTION A _ A SIDEWALKS ONLY 12:1 MAX. SLOPE 50:1 SLOPE 12:1 SLOPE AS SHOWN ON PLANS 4' MIN. IF NEEDED NO LIP —� -- _�— 4" THICK CONC. ON 2" OF 3/4"-0" THICK COMPACTED CRUSHED ROCK NOTES * NO MOWGROUND FACIERIES (FIS HYDRANTS, PDWER POLES, CATCH 8ASNS, VALVES, J-WXM UQ SHALL BE PFI6WiTED NO THE RAMP AREA * Ctw RAMPS AT ANRIO:D C(i05St6m SHALL BE WHOLLY CONTAINED YATHN THE MARKNGS (EXCLUDING = MWONS) ]tc MINIMUM 4' x V LANDINGS SHAT BE PLACED AT THE TOP OF AL RAMPS, LANDING SLOPE SHALL NOT WEED 50:1 IN ANY DIREID-M �k RAMP SLOPE SHAT NOT EXCEED 121 OR LESS RELATIVE TO THE HORIZONFA. * ALL SURFACES SHAD_ HAVE A MOOM FINISH EKCEPT FOR RAMPS. RAMP SURFACE SHALL BE T URED WITH RASED DIAMOND PATTERN (SEE DETAIL) >( SIDEWALKS, ACCESS RAIQS, AND RESIDENTIAL. DRIVRAYS SHALT. BE 3000 PSI FIELD SMEH61N (3150 PSI LAB STRENGTH) &0 SACK MIX C00a TE * CURBS & COMMERCIAL ORNEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAT STRENGTH) 6.3 SACK MIX CONCRETE re�liAYil:i �e� ........ W ­ , It� R' 1� • ♦ , • t ; �)!+ '�i 1 .�tt' J ==Mai O IN MMM ■. _IIIIIIII,IIII. .ILII` Date Received t"M 2 5 2019 Odgina! Submittal - (m II= nIv� V�.e� V= q45 IF LANDING IS DEPRESSED, TRANSITION AT 12:1 MAX AS NECESSARY TO LANDING A5 yaP� LANDING orf Y W pyo 50:1 ••••e ° ' VARIABLE 1' MIN. 2' x 4' p F Truncated S`© Dome Texture 4 FOR USE WITHSETBACK SECTION A _ A SIDEWALKS ONLY 12:1 MAX. SLOPE 50:1 SLOPE 12:1 SLOPE AS SHOWN ON PLANS 4' MIN. IF NEEDED NO LIP —� -- _�— 4" THICK CONC. ON 2" OF 3/4"-0" THICK COMPACTED CRUSHED ROCK NOTES * NO MOWGROUND FACIERIES (FIS HYDRANTS, PDWER POLES, CATCH 8ASNS, VALVES, J-WXM UQ SHALL BE PFI6WiTED NO THE RAMP AREA * Ctw RAMPS AT ANRIO:D C(i05St6m SHALL BE WHOLLY CONTAINED YATHN THE MARKNGS (EXCLUDING = MWONS) ]tc MINIMUM 4' x V LANDINGS SHAT BE PLACED AT THE TOP OF AL RAMPS, LANDING SLOPE SHALL NOT WEED 50:1 IN ANY DIREID-M �k RAMP SLOPE SHAT NOT EXCEED 121 OR LESS RELATIVE TO THE HORIZONFA. * ALL SURFACES SHAD_ HAVE A MOOM FINISH EKCEPT FOR RAMPS. RAMP SURFACE SHALL BE T URED WITH RASED DIAMOND PATTERN (SEE DETAIL) >( SIDEWALKS, ACCESS RAIQS, AND RESIDENTIAL. DRIVRAYS SHALT. BE 3000 PSI FIELD SMEH61N (3150 PSI LAB STRENGTH) &0 SACK MIX C00a TE * CURBS & COMMERCIAL ORNEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAT STRENGTH) 6.3 SACK MIX CONCRETE re�liAYil:i �e� - ! yIl •i1 4 IPS} � t: r�',ti , It� R' 1� • ♦ , • t ; �)!+ '�i 1 .�tt' J O IN ILII, IIII.IIII.IIII.�... t��[•!ii'' t *^^„1, s' �"' SHEET C-5.0 of 7 bm O IN y r r 0 !.a �3 wo �,.,. r!2 a ti a N_ 4� ON O, Q o q} •y N O C�� as 0 to A W co - " O O00� o a0 . ceM O.M Gn SHEET C-5.0 of 7 O IN SHEET C-5.0 of 7 O r r as -i•-� 4� o Q o q} N e---� SHEET C-5.0 of 7 r r • SHEET C-5.0 of 7 U A ROUND MANHOLE TYPE LID MAY BE USED WITH APPROVAL !�� OF THE ENGINEER PRECAST UPPER SECTION 3/0" SOOARE STL BAR x 4 1/2- Lars WITH LOCKING UD PLUG WELD TO BAR Lrx3ONG GALVANIZED 110 WELD STOP i0 SHAFT x27 % 1/4' RON SUP —1— — OIWOND PLATE SURFACE II r I - I --1 /qg• E S' ALTS t 13 BARS TO EXTEND 18• IAO GUTTER BAR 2FAN i �z 1194;,Vi� wau PIPE I 501 SPRING IV 1 1 OTU ASH1R A! BAR II WELD —T3/8" 1. X 3/8• X 7/le BACC Or CURD 5/8• FACE -PF CURB SPRING LOADED LATCH GUTTER BAN • ALL CONCRETE SHALL BE MiN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS • UPPER SECTION TO BE STORM DRAIN INLET BY WALTS CONRETE COMPANY OR EQUAL SPRING LOADED r LATCH DEPRESS {UTTER RAR 2' MUL BELOW NORMAL — AT FACE OF INLET ` S{,Opp t 4• PER FOoi 1 I BASE WAY BE s. PRECAST OR CAST IN PLACE s• • s' s• 57• s` I • "° RE��°" DATE BY CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 PTi9'TT STi"T sPRLNGYMM, OR. 97477 CURB INLET CATCH BASIN srnamARD G 4-10 TYPE 4MH LEGENt} ,t PHOTOCELL (UNLESS PROVIDED IN SERVICE) i CUTOFF LSO LUMINAIRE FIXTURE. LIGHTING PATTERN PER PLAN.. ALU MI`UM TAPER ED OVAL.%IST ARM. 0 USE G ARM FOR SETBACK SIDEWALK. USE 6' ARIA FOR CURBSIDESICEIAALK 4 'I= UP CABLE V4TH GROUND TO LUNIV AIRF. �yy FIBERGLASS ROLE VNTH GRAY FINISH, sOMPH, 32 EPA. ((0'�2-Irex" 14.41 t"i.d.E t.% LOCATE ONSIDE -WALK SIDE, FUSE HOLDER o2 SLACK IN= OF CAB: c FROM POLE ENTRANCE TO FUSE09 hOt.OER. INSTALL TEMPORARY PVC CAP O4 SLEEVE SSLACK IN INT UP CABLE FROM L10 CONDUITTOPOL£ ENtFRAKCE I.I 1--;W MIN COMUM. SEE C.OFtC"JfT Eh RN4CE DETAIL. 3' SLACK IN :•L12UF CABLE. Efi BTO 42 MJ ESERVICECONNEOTI024 TO STREET LIGHT CONDUCTOR TYPE 1 JUNCTION BOX AS 58 SHOVMI ON PLANS. 14 BACK{FILLV°ATHX4--O-AGGREGATE SASGOTH 11,+7ERIOR CORREGATED 0 POLYETHYLENES;.ELVE4AOSI. 73. SIZE PER MANU;:ACTURER, COMPACTED 19-T { 18 CRUSHED l AGGREGATEAROUND POSE NOTE. ALL SPLR;ES TC USE APPROVED COMPRESSION FITTINGS E ARIA DETAIL f 4 WWI' HIRE HE GHT AS SHOMN ON PL04S is 1 I 4 46M OF LUTAINAIRE HEIGHT PLUS Z TYPICAL INSTALLATION i'AILS ALL'4StdJ:L POLE CAP STAINLESS STEEL SET SCRENI f -USS STAINU 3" TECdOh' STEEL HARC 'S' NOf?if 90iT TO POLE USE SQUARE i CURVED N:FSi#RS w-'"" ",S" 6iCOP(h��DSQUARE !. CURVEDV`}SHERSIIW BE GALVANNIZE0 STEEL CABLE GRIP SITE AS REOtrRED LUMINAIRE ARM ATTACHMENT DETAIL CUT THROUGH OUTSIDE RIBS - TO MAKE ROOM FOR ADAPTER BUStti;.'G— S.EEV'E IRDS) CONDUIT ENTRANCE DETAIL CLEANOUT CITY OF SPRINGFIELD DM. of PUBLIC wom M R spm (PIPE SiZE) CASE SIZE J2 OLA. tiOFf JG i CAUU0110 Autobahn Series ATBO Roadway Lighting 1fStF� a FRIENDLY ?n?ti'Ti'i3 M �- 24• - TYPICAL SLEEVE 1NSTALi.kT1ON (SETBACK SIDEWALK) INLAND FOUNDRY 00. INC. OR EQUAL RING .......... NOI. 802 COVER...,... NO. 802-2 MINIMUM Jim UNPAVID STFUTS - 1.£l d •/�✓� 4-11AFM rr PAVED StREM - 0,33•Z. . f ram SNALL BE MWARM Y as' . ' h CAST 61 PLACE !T KOR-*-SFAL 'POPE MORTAR OR APPROVED EQUAL. Dt T& ALL PIPE WHAECTIONISv� .< TO MAH&OLM 6E SHALL. 6' CONCRM OR KM - PLUG r y. wiz . 4,'#r = Pff _'1 ' -- PF"f idST BASE AND MMU STANDARD MANHOLE, NlSTAtt 1 CITY OF SPRINGFIELD DM. of PUBLIC wom M R spm STANDARD SANITARY WYE CLEANOUT WITH STEEL -CAU GG SUINVA >: �'►"� 4+ M �- 24• - TYPICAL SLEEVE 1NSTALi.kT1ON (SETBACK SIDEWALK) INLAND FOUNDRY 00. INC. OR EQUAL RING .......... NOI. 802 COVER...,... NO. 802-2 MINIMUM Jim UNPAVID STFUTS - 1.£l d •/�✓� 4-11AFM rr PAVED StREM - 0,33•Z. . f ram SNALL BE MWARM Y as' . ' h CAST 61 PLACE !T KOR-*-SFAL 'POPE MORTAR OR APPROVED EQUAL. Dt T& ALL PIPE WHAECTIONISv� .< TO MAH&OLM 6E SHALL. 6' CONCRM OR KM - PLUG r y. wiz . 4,'#r = Pff _'1 ' -- PF"f idST BASE AND MMU STANDARD MANHOLE, NlSTAtt 1 CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS zzs F7M srx>Ei' SPMNGh7PsLD, Oft. 97477 CATCH BASIN AMAIM DPATWO 4-11 Y � Q � W o a, a, 1 �— 34"�GRATEEFPRAAMMEr AS APPROVED BY ENGINEER. 114 a mmmmrv-"n oil MW 16 3/4- U J 35 1/4" EL MI(p STEEL ANGLE STE/2` MILD --�— —TBkR aaa�aaaooaoao oQ�oaa�a�aa ,6 ,,4' FABRICATED STEEL FRAME GRATE FRAME AND GRATE JF.:VARlf y ao �• 16' J 6' 31" 6' 38" 43a — AREA DRAIN CATCH BASIN (� GRATE FRAME AND GRATE 6' 6' 16` 6' 6" 31` _ _I " 38' 43 STREET DRAiN CATCH BASIN NOREVISSMMN °ATE Or CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS zzs F7M srx>Ei' SPMNGh7PsLD, Oft. 97477 CATCH BASIN AMAIM DPATWO 4-11 PRO; i} U C T O V E R V! E VV Features: .:.OPTICAL:... , Sarrre tight: Performance is comparable to 70-200W HPS roadway luminaires. White tight: Correlated color temperature - 4t)OOK, 70 (RI minimum, 3000K, 70 CRI minimumor optional5000K, DOCK{ minimum. Unique IPb6 rated LEO light engines provided 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, Iii, IV, and V roadway disirtbutions. ELECTRICAL. Expected Life: LED light engines are rated >100,000 hours at25°C,l70. ElectronicdNver has an expected 1de of 100,000 bolus at a 25°C arrtbrent A►p}3ltCat10i1S: tower Energy: saves an expected of40-b0%over comparable HID luminaires. Roadways Robust Surge Protection: Three differentsurge protection options provides minimumof ANSI Off ramps C136.210kV/5kA protection.20kVItOkA protection B also available. Residential streets Parking tots MECHANICAL Includes standard AEL lineman -friendly features such as tooidesseniry, 3 station terrn'sna! block �DI�ENSiONS andquickchsc onnea Rubblelevel located Inside the electrical compartmentforeasily leveling at Irlstal1at10n. Rugged die-cast aluminum housing and door are polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -heating and painting process yieEds a finish that achieves a scribe creepage rating of (per ASTM D7654} after over i000 hours exposure to salt fog chamber (operated per ASTM 6117), Optional Enhanced Corrosion Resistant finish (CR) Increases thesaitsprayexposure over SWObows. Mast an mount is adjustable for arms from 11-1/4"to 211-5/rto 2-3/rO.D.) diameter Provides a 3G vibration rating per ANSI C13631 -- Wildlife shield is cast into the housing (nota separate piece). CONTROLS NEMA 3 pin photaontrol receptacle is standard, with the Acuity designed ANSI standard 5 pin and 7 pin receptacles optiaralty available. EifecriveProjected Area (EPA):The EPA for the AT$Ois0.76sq. ft Premium solid state loddFig style hDtOCOntrOt- KSS (10 yea rfated life) Extreme i life solid Ap{xoXWr.=T4Ebs. SWt210CIdOgstyle QhOf000nir01-PQL(2Dyear rated llfe).� Mdtt-level ckrranirLg available to provide scheduled dimming as specified bythe customer. Optional onboard Adjustable Output modus allows the light output and input wattage to be STANDARDS modified to meet site specific requirements, arid also can allow a single facture to be flexibly 1?estgnligtliSCOrnortlUm'(DLC)qualified product. Not all versions of thisapplied inmany different applicatians. product may be DCC qualifxPd. Please check the DLC Qualified Products Nisi atwww.de nlighu:aaPt.tomnfirmwhldlversiansarequatifled. Color temperatures of 5 3000K must be specified for international Dark - Sky Association certiflratial. Rated for -40°C to 40°C ambient CSA Certified. to N.S. and Canadian standards Complies with ANSI: ti 36.2, C7 35.10, {136.14, C13531, C13fi.15, CT 3637 N". Spec€�c•tiore suhiaam change vrAhout mica. Actual peAarmance may differ as a resvk oFend- user environmarR and applicAamwicen ation. 02014-2017Acuity Brands Lighting, Enc. AT60 0312Bt17 `14 7' P.U.E. 2' S' FINISHED GRADE I� WATER MANN _ (a NOTES: 1. MINIMUM 12' SEPARATION BETWEEN MIN. WATER AND OTHER DUCTS. 2. NO DUCTS MAY BE PLACED ABOVE THE WATER MANN. J. FOR ADD11101VAL TRENCH SECTION GAS UNE 1NFORMA7701V REFER TO WSC STD. 3 - DN;. W1.1Z TV (OFF WHITE), COMM. > �� ELECTRIC (GREY), AND OTHER CONDUITS AS SPECIFIED Y � Q � W o a, a, Q O O • �I e f� z z � 'ZJ v,T w w v1� > Q � tU/I - LY; SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWN BY: LSB TYPICAL JOINT CONSTRUCTION: TRENCH DETAIL ENGINEERING: u"a` ]SPRINGIZIUDIUMnYBOARD \Enginesrirg\Stondcrds\Grolvir,9s\W1.29-FF110E64.dwg -Jan 35, 201-1 - 11:13em Plotted Y � Q � W o a, a, Q O O • �I e f� z z � 'ZJ v,T w w v1� > Q � tU/I - LY; 18" PVC PIPEto STUB FOR Ito -sus — COMIDR (C017PIaiG) SUED FOR 18'b IATSEiAi. SLOPS OF DITCH =3:1LU 1 t� 3 L a.! Q SMB FOR NO -HUB CONH&C1I)R (COUPLING) SIZED FOR 4'4 LATERAL O O O 28' a 96" HEAVY DUTY ay, laddb V111.29 --D:1-15-4' PLAT BAR GRATE C> 1. - 2.0000 Irrs�sNra� 4' P&8F PIP& ssr IN Racx caA11LB>;R 4" PVC PIPE .L NOTES. BOX FABRICATED FROM 14 GA. MATERIAL STATE APPROVED — ASPHALT DIPPED 24" SQUARE WITH 12"ID I Z. �1- Cog Date Received 0 OUTLET s STORM WATER CATCH BASIN WITH DITCH INLET DWG PR03. MAN. DOUG P. DPN. PAUL G. SCALE NONE Gibson Steel Basins SINCE I972 DATE: MAY 17, 06 MODEL: GDT -42—N8-12 247 Washington St. Eugene, Or. 97401 ph: (54l) 687 — 8672 fax: 344-02Q7 BAR 2 5 2019 bD bb tW CIS UZ' OEiginai SUbr*zii15 t al p a � as C) Y � Q � W o a, a, SHEET C-5.1 of 7 Y � Q Q O O • �I e f� z z � 'ZJ v,T w w v1� SHEET C-5.1 of 7 Y � Q O z z � w w > Q � tU/I LY; SHEET C-5.1 of 7