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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/8/2018ST MANHOLE (437.64) 12" North T4 12" South (434.09) X 12" East (434.11) TENTATIVE SUBDIVISION PLAT 40.00, BRANDY WAY HOLLY SPRINGS 5 EXISTING CONDITIONS NE 1/4, SECTION 339 TOWNSHIP 17 SOUTGE 3 WEST, W.M. SPRINGFIEL% LANE COUNTY, OREGON 0SSMANHOLE (10581 PREN DATE PARED: SEPTEMBER 2017 < SS1. _ it zs (out) South (w6u) 8" (in) East (1059) ST MANHOLE 12" NE (433.89) w 12" South (433.79) 7' Stone Fence BOWIE IFSTATIES c30' A 6 Wood Fence kb SS °47'05"E 329.561 w/ 1i ht 30� W e_ a t 6 291 Paving SS MANHOLE(437.37) 91, (in) West (431 1 .01) Width 811 (out) South (430.91) 8" (in) North (431,04) p, ZAg /_,"',-" 4�1 il H x140 HO -it ­�f Atv , A, V Small Electrim UA -S W 1 ]Oft ic,- H box 1711 VM S8901 10"E 150.00 j 1011H , 9 7 ST MANHOLE (437.50) Severe offset to pipes as close as could get to pipe I <q (432.89) 00 Z :3! 3C A '&x A A �Q 1i g ST MANHOLE (437.46) 1011 PVC 34.18) 1 Sump (432.46) this is a "clean-out" for curb inlet V7 k Curb Inlet (436.88) NI L ��N,,,jj8t' Hq (8" H0 -N89018110"W 150.OUI,;��-�.Z', oo 'K I HOHO '91 w/ li lit .0 14" HO 2( 10 &Z, Q, P 2011 HO SS MANHOLE (437.47) T 4ff HO N8903010411W 125.341 811 (out) East 30-02) 8" (in) NW (430.00) 8" (in) South (430.06) ST MANHOLE 437.30) 24" North (433.36) 24" South (433.35) 20 25 Paving Width SS MANHOLE (437.55) 8" (in) West (429.87) 81' (out) East (429.89) 8" (in) North (430.09) .17 D 2�4 33 4 7' N8001411011W 9.351 D LIPPM 2007-P2131 6 SS MANHOLE (438.58) 811 (out) Fast (429. 15) 811 (in) West (429.05) 0i4f,481 ASSESSORS MAP: 17-03-33-11 TAX LOT: 100 PLOTTER: HP DESIGN JFT430 INK: HP51640A MEDIA: 36# BOND RIJB24-36 I w w Ell 0 X N ST MANHOLE (439.14) 12" North (454.42) 12" South (434.42) Transformer CATV large_ W.4- w, W_ f." N_, x Lja X..,.L"-j-lv - WW r WW w - - - W 40.00, S89004'22"E P. 175.99' Curb Inlet 1 (438.66-i §w1dw4unill SS HOLE (439.25) \�(out) SE (429.70) (in) North (429.71) (in) West (429.66) ST - U STORMWATER LINE, MANHOLE, CURB INLET ww WASTEWATER LINE, CLEAN-OUT, MANHOLE OHE- OVERHEAD POWER LINE, POWER POLE - --@"o WATER LINE, FIRE HYDRANT, VALVE, METER T - TELECOMMUNICATION LINE, PEDESTAL GAS - cxAs GAsGAS LINE, VALVE FENCE LINE 6' WOOD, OR AS NOTED EXISTING CURB `--7 77 77y' 4 EXISTING GRAVEL DRIVE EXISTING SIDEWALK A EXISTING TREE AS NOTED D=DECIDUOUS M=MAPLE O=OAK 32" Cedar H=HAWTHORNE E=EVERGREEN HO=HOLLY Vl 5( Date Received JAN 0 8 201-3 original Submittal EGR & Assoc *ates, Inc Engineers, Geologists, and Surveyors 541-302-9830 2535B Prairie Road (541) 688-8322 metroplanning.com Eugene, Oregon 97402 Fax (541) 688-8087 W �:4ymvxc SV N Af 'Z wl It Cotwwwd Ayr SUBJECT PROPER Wjwbl�,Im PI is 4 S* k1ji0l'j" A, nj;,rn,, wn VICINITY MAP NO SCALE ST - U STORMWATER LINE, MANHOLE, CURB INLET ww WASTEWATER LINE, CLEAN-OUT, MANHOLE OHE- OVERHEAD POWER LINE, POWER POLE - --@"o WATER LINE, FIRE HYDRANT, VALVE, METER T - TELECOMMUNICATION LINE, PEDESTAL GAS - cxAs GAsGAS LINE, VALVE FENCE LINE 6' WOOD, OR AS NOTED EXISTING CURB `--7 77 77y' 4 EXISTING GRAVEL DRIVE EXISTING SIDEWALK A EXISTING TREE AS NOTED D=DECIDUOUS M=MAPLE O=OAK 32" Cedar H=HAWTHORNE E=EVERGREEN HO=HOLLY Vl 5( Date Received JAN 0 8 201-3 original Submittal EGR & Assoc *ates, Inc Engineers, Geologists, and Surveyors 541-302-9830 2535B Prairie Road (541) 688-8322 metroplanning.com Eugene, Oregon 97402 Fax (541) 688-8087 30' 30' I i I ASSESSORS MAP: 17-03-33-11 TAX LOT: 100 PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 GAR©ENWAY PARK TENTATIVE SUBDIVISION PLAT HOLLY SPRINGS EXISTING CONDITIONS SECTION 339 TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 2017 I I � I I I � I i i I i I I , D OTIE DRIVE 40.00' S89004'22"E 175.99' ll� J i i OAKo RCIR/7C t�CJ�fr'U�i.��l 1 I ( LPPN 91-PO©� 0 SCALE 1" = 30' CURVE TABLE CURVE # DELTA RADIUS LENGTH CHORD C1 42018'22" 100.00 73.84 S68008'59"E 72.17' C2 42004'34" 100.00 73.44 S68002'05"E 71.80' C3 27043'49" 80.00 38.72 S75012'27"E 38.34' C4 1402014411 80.00 20.03 S54010110"E 19.98' C5 25004'40" 120.00 52.52 S59032'08"E 52.10' C6 17013'43" 120.00 36.08 S80°41'19"E 35.95' C7 39019'05" 80.00 54.90 N69035'07"W 53.83' C8 2055'47" 80.00 4.09 N48027'41"W 4.09' C9 10009'04" 120.00 21.26 N52004'20"W 21.23' CIO 26057'36" 120.00 56.47 N70037'40"W 55.95' C11 4057'53" 120.00 10.40 N86035'25"W 10.40' 5u,h6bvjs19n TWJ-6�Vf-.� pen'�� K �) 0F1 Date Received JAN 0 8 20118 Original Submittal EGR & Associates, Tnc. Engineers, Geologists, and Surveyors 541-302-9830 25356 Prairie Road (541) 688-8322 metroplanning.com Eugene, Oregon 97402 Fax (541) 688-8087 Scott 0 ornc.) Digitally signed by Scott Morris DN: cn=Scott Morris, o, ou, email=scott@olsonmorris.com, c•=US Date! -20,1`7.11.20 15:15:25 -08,00' 7' STONE FENCE TAX MAP 17033311 i TAX MAP 17033311 i I I <`I TAX LOT 1100 TAX LOT 1200 TAX MAP 17033311 01 TAX LOT 1300 6' WOOD FENCE ! I! I P .� ._.... ,_,...�.� . 61.82 _ 61.82 61.82 44.99 110? X38* I I 4, LOT 11 II j-16' PA EMEN I ' oLOT 13 6833 SQ FT o, .� Io R -O- CO 6722 SQ FT LOT 12CIR 0 INIA ST CI 1 °) 6782 SQ FT 10 OUT W =433.42 412 LOT 10�=, _ 7594 SQ FT ' I 1 , RIM -437.8 200 LF S=0.44 i ST CI 2 483 483 31 LF S=0.56% I j 41 `� ST MH 2 10 OUT W)=434.50 1 } ! BRIM 437.0 10 IN SE)=433.89 TAX MAP 17033311 i 437.78 BW U_j 10"E OUT (W)=433.89 RIM -437.66 TAX LOT 800 ( + - ' ►- o I ! �s 438.03 BW "' C _ 't--437.47 BW t ��_ 438.13 BW I � _ i� 1 $2- { i 28% s - ST MH 1� 400 10 IN E =433.01 12�t IN N)=433.01 ST--� sr R 12 OUT S)=433.01 [ I DQ TI -DRIVE �r -- { ,tea 8 RIM=437.4 - a •90 1 v i iL .. 7 LF S=1.12%48 INFILTRATION PLANTER 415 s i I I j 367 SF EX ST MH 51734 ST PLANTER DRAIN SEE DETAIL ON SHEET C-3.0 =432.89 J ! { 6 OUT N =433.47 RIM=437.50 I I f I GRATE=436.25 1 I { TAX MAP 170333111 iTAX LOT 103 6' WOOD � FENCE I EL ¢ I 3 TEL _ EX ST CI If I I I { 10 OUT E=434.18 f I I I I `� T �MAP 17033311 SUMP=432.46; TAX `LOT 102 i RIM=437.46 I I i TAX MAP 17033311 J•,�' � � 1 � _ `� ,.�`��-' "! + • r 100.00 50A0 TAX LOT 802 � ; � I .� 6'_ WOOD LOT 1 6803 SQ FT FENCE ` t� 59 LF S=0.56% ., _ S4, 90 Lot Area [sq ft] 7.78 BVT Stormwater Planter Area [Sq ft] 4 6,964 438.59 BW t 8,502 83 124 LF S=0.44% 298 438.86 4,768 2,384 LOT 4 ' Q 6964 SQ FTy, 159 r ST CI 5 483 b rain - - ; ��� � 6 IN NE =434.2 G� • 10" OUT (W)=434.22;o LOT 2 \ RIM -437.22 `- 5845 SQ FT 10 sT �2 LOT 3 7502 SQ FT EX ST MH 1 J� \ N 24" IN (S)=N:35 �6 24"E OUT N 3.36�v/ "`` ,� RIM=437.30()4 ,� \� - c \� j TAX MAP 17033311 X\ f TAX LOT 700Uj o TAX MAP 17033311 \ f TAX LOT 300 C±)STORM DRAINAGE NOTES 400. CONST STORM MANHOLE PER CITY STD. DWG 4-1 AND DW 4-1A. 412. CONST CURB -INLET PER CITY STD. DWG 4-9. 415. CONST INFILTRATION PLANTER PER DETAIL ON SHEET C-3. 450. CONST STD CLEANOUT W/CAST IRON LID & 6" RISER SET IN CONCRETE PER CITY STD. DWG 4-4. 481. CONST 6" STORM DRAIN PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS AND TONE WIRE. 483. CONST 10" STORM DRAIN PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS AND TONE WIRE. TAX MAP 17033311 TAX LOT 1400 6' WOOD FENCE 99.11 k TAX MAP 17033422 TAX LOT 6600 LOT 8 7544 SQ FT v 'I 61.82 _ CO co 6' WOOD FENCE I N 1 co 6 LO 60630 SQTAX MAP 17033422 I Ill TAX LOT 6700 '.JU.JU Uf1 SS'l11/ i C U ST 1O"ST V. \6 4,�` 54.97 i a 400 'rMH 3 39.41 BW r ,, 0 IN (E)=434.44 10"E OUT (NW)=434.44 RIM=438.90 LOT 6 4768 SQ FT 53.00 LOT 5 LO d- rn CO LOT 7 4547 SQ FT 107.56 54.56 ST CO 1 10 OUT RIM=439.49 40.04 BW MATCH EX 0.56% 483 0 6' WOOD � i/FFNrF 0. x SALE > "=30' 30' 0 30' 60' f GRADING LEGEND <- PROPOSED FLOW DIRECTION S=0.50% PROPOSED SLOPE CI CURB INLET EX EXISTING FG FINISH GRADE HP HIGH POINT TAX MAP 17033422 LP LOW POINT TAX MAP 17033422 TAX LOT 6900 TC TOP FACE OF CURB TAX LOT 6800 EX ST MH 12 IN (N)=434.42 BW BACK OF SIDEWALK 12"� OUT S)=434.42 RIM=439.14 - H2O - H2O - -- I I ww - x - ww --- I w - - - - ww --- 0 oCURB 1 DOTIE DUTE (438.66)LET . „ 450 TAX MAP 17033422 TAX MAP 17033422 TAX MAP 17033422 TAX LOT 7000 TAX LOT 7100 TAX LOT 7200 0i 8502 SQ FT U' 01) • TAX MAP 17033422 TAX LOT 921 125.34 TAX MAP 17033311 TAX LOT 200 Lot # Lot Area [sq ft] Impervious Area Max [sq ft] Stormwater Planter Area [Sq ft] 4 6,964 3,482 244 5 8,502 4,251 298 6 4,768 2,384 167 7 4,547 2,274 159 8 7,544 31772 264 9 6,063 3,032 212 10 7,594 3,797 266 11 6,833 3,417 239 12 6,782 3,391 237 13 6,722 3,361 235 EARTHWORK VOLUMES CUT 1,051 CUBIC YARDS FILL 78 CUBIC YARDS CUT (NET) 973 CUBIC YARDS we WE - --- • --- EXISTING BOUNDARY SEQt1{��IA AVE - -_--- - EXISTING INDEX CONTOURS _ 439 a� � . 'c rk -� -440 CC PROPOSED INDEX CONTOURS 439 - - - - - a "W CENTENNIAL BLVD_� A -- GO,�Er' EXISTING CURB & GUTTER - GAS - - EXISTING GAS LINE - H2O - - ITE a �� r�� ® WIMBLEDON'�li O EXISTING WATER METER - ONE - - EXISTING OVERHEAD ELECTRIC -e-- EXISTING UTLITY POLE �14 I ^ --� . 'DOTIE i © EXISTING PHONE PEDESTAL -- ®- ww a DF2N1N Q�' z& S� - - EXISTING STORM DRAINAGE SYSTEM - PROPOSED WASTEWATER SYSTEM sT PROPOSED STORM DRAINAGE SYSTEM 8"W .. Z`agl`t,L �- .a.KOGG PROPOSED WATER MAIN _. ® In �, -a a Mw 0 PROPOSED WATER VALVE d w OI(SANNA ST PROPOSED GAS LINE UTIL PROPOSED DRY UTILITES (ELEC. s » 5 <, w� ¢. MARILYN CT LU F- Z waN,Nµ > z raj z L?IAMONb ST $¢ w; INFILTRATION PLANTER CVa eJ Q- x .. � dC s EE xAiarRAit�f7R WA r 3M dam.. we WE - --- • --- EXISTING BOUNDARY -440- - - -_--- - EXISTING INDEX CONTOURS _ 439 -- EXISTING INTERMEDIATE CONTOURS -440 CC PROPOSED INDEX CONTOURS 439 - - - - - PROPOSED INTERMEDIATE CONTOURS -- _ - EXISTING CURB & GUTTER - GAS - - EXISTING GAS LINE - H2O - - EXISTING WATER MAIN a EXISTING FIRE HYDRANT O EXISTING WATER METER - ONE - - EXISTING OVERHEAD ELECTRIC -e-- EXISTING UTLITY POLE �14 I ^ --� EXISTING STREET LIGHT i © EXISTING PHONE PEDESTAL -- ®- ww - EXISTING WASTEWATER SYSTEM sr - ST - - EXISTING STORM DRAINAGE SYSTEM - PROPOSED WASTEWATER SYSTEM sT PROPOSED STORM DRAINAGE SYSTEM 8"W PROPOSED WATER MAIN ® PROPOSED WATER METER PROPOSED FIRE HYDRANT 0 PROPOSED WATER VALVE -GAS PROPOSED GAS LINE UTIL PROPOSED DRY UTILITES (ELEC. CABLE AND PHONE) PROPOSED STREET LIGHT INFILTRATION PLANTER NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1141 F, AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN. 2. PROPERTY IS ZONED LOW DENSITY RESIDENTIAL (LD). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK 356 - ELEVATION 436.22 (DATUM NAVD88). 5. LTD PROVIDES PUBLIC TRANSIT ON CENTENNIAL BOULEVARD WHICH IS LOCATED 420 FEET NORTH OF THE SITE. 6. THERE ARE TREES ON THE SITE. ONLY TREES LOCATED IN PROPOSED PUBLIC RIGHT-OF-WAYS ARE PROPOSED TO BE REMOVED. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0. 8. SITE SOILS ARE CLASSIFIED AS MALABON-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C WITH AN ESTIMATED GROUNDWATER TABLE OF MORE THAN 80 INCHES BELOW GROUND SURFACE PER WEB SOIL SURVEY. 9. REFER TO SHEET C-3.0 FOR LOCAL RESIDENTIAL STREET CROSS-SECTION. 10. A SITE SPECIFIC INFILTRATION TEST SHALL BE PERFORMED AS PART OF THE PIP PERMIT PROCESS. 11. DRYWELLS TO BE UTILIZED FOR ROOF RUNOFF ON LOTS 1-3. DESIGN FOR THESE TO BE COMPLETED DURING THE PIP PROCESS. 12. LOTS 4-13 ARE PROPOSED TO UTILIZE STORMWATER PLANTERS FOR ROOF DRAINAGE. FINAL SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 9 ceD IZO r'W w W jzJ CC I N I a O � 3 o V) W o 55 El M zU C t z W d �Zce �14 I ^ 7 0. � GO i m � CU U z w > w w O W LLJz 9 ceD IZO r'W w W jzJ CC I N I W 9 I N I O � 3 o V) W o C co a Q W F cam• m � CU U z <C w > w w Z W LLJz C�d0 ti . CQ v1 V SHEET o T�Lt (DfLq ate Received 5W0 6W Sic," R4v -e-n rw pevt V"O"A" -f- JAN 0 8 2018 M q of I Yq original Submittai I N I � � 3 o V) W o C co a Q W F m � U z <C w > w w T> W LLJz SHEET o T�Lt (DfLq ate Received 5W0 6W Sic," R4v -e-n rw pevt V"O"A" -f- JAN 0 8 2018 M q of I Yq original Submittai QI uj EX WW MH 8FL IN (E) 432.22 8 FL OUT (S)=432.20 RIM=437.67 a, OZH i 11 , I � �i � i Flo EXISTING POLE WITH LIGHT f 11 01 HYDRANT to LOT 13 LOT 12 g WM6' PA k d'M " IN E=431.39 240 0, F 8" IN N(S)=431.19 =431.19 186 LF S=0.40% 281 8"t OUT 1� RIM=437.6 izi LOT 11 EX WW MH 24644I IUTI u I 1 .1 - _, �k UTIL[�=' 81 IN (W)=431.01 3t 1- .1 - I - - / I � I � 8-E IN (N)=431.04 wom 8-E OUT (S)=430.91 8"W RIM=437.37 LOT 10 ---j 1 6-t IN �NE =432.29 29 240 FL 8"IN SE =432.23 121 OUT W)=432.13 RIM=437.58 11 LF S=O., ST DOTIE DRI 7 EXISTING POLE WITH LIGHT IT 13 1 �: POLE TO BE RELOCATED < `I I I� I � i 11� � I I I j '__- --� 111 I ISI � � i � � 1! i j I I I j V) p 0 HYDRA INT Ix ( 1 � Ili s � s EXISTING POLE �!Zg� l WITH LIGHT ull u EX WW Nw LOT 181 IN )=430.00 LOT 2 81 IN (S)=430.06 81 OUT (E)=430.02 RIM=437.47 V) C19 H2 Q� > EX WW MH \ \s \ ,�° \ 8 IN W =429.87 81 IN N =430.09 81 OUT (E)=429.89 RIM=437.55 w LOT 4 LOT 3 LOT 8 fl to Co LOT 9 281 ') A 18"t IN (E)=43 .77 24 j� 8"t OUT (NW)=432.67 RIM=438.93 3 56 _F S=0.60% 80 r =1 11 LOT 6 LOT 5 8" H2O ALONG KELLOGG WAS NOT FIELD LOCATED. LOCATION SHOWN IS FROM SUB SCHEMATIC AS -BUILT DRAWING. LOT 7 WW CONSTRUCTION NOTES 240. CONST WASTEWATER MANHOLE PER CITY STD. DWG 4-1 AND DWG 4-1A. 250. CONST STD CLEANOUT W/CAST IRON LID & 6- RISER SET IN CONCRETE PER CITY STD. DWG 4-4. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS AND TONE WIRE. 281. CONST 8" PVC WASTEWATER PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS AND TONE WIRE. ELECTRICAL BOX WW Co 1 6 OUT (W)=433.1,-E�] CAN LARGE RIM=439.57 BOX TRANSFORMER H FQ H2O DF4 EX �ww - - - - - - - ww c WW CO 20051 RIM=439.62 EX WW MH 87 IN �N =429.71 811EL IN W =429.66 8" FL OUT SE)=429.70 RIM=439.25 ZAlt_.- I1 30' 30'0 30'601 LEGEND NOTES: 1. EXISTING OVERHEAD UTILITY POLE AT INTERSECTION OF DOTIE DRIVE AND ANDERSON LANE TO BE RELOCATED OUTSIDE OF ROADWAY AND SIDEWALK AREA. 2. ALL UTILITIES ARE PROPOSED TO BE UNDERGROUND. UTILITY DROPDOWN TO COME FROM RELOCATED OVERHEAD POLE. 3. WATER, NATURAL GAS, COMMUNICATIONS, AND POWER TO BE JOINT TRENCHED WITHIN PUE PER DETAIL ON SHEET C-3.0. 4. FINAL UTILITY DESIGN TO BE COMPLETED DURING PIP PROCESS. j jwate Received JAN 0 9 2018 EXISTING BOUNDARY 440 -- EXISTING INDEX CONTOURS 439 - EXISTING INTERMEDIATE CONTOURS EXISTING CURB & GUTTER GAS Lxu EXISTING GAS LINE H2O Cl) EXISTING WATER MAIN EXISTING FIRE HYDRANT U 0 C4 EXISTING WATER METER OHE M V) QKI EXISTING OVERHEAD ELECTRIC EXISTING UTLITY POLE EXISTING STREET LIGHT EXISTING PHONE PEDESTAL ww EXISTING WASTEWATER SYSTEM ST EXISTING STORM DRAINAGE SYSTEM 0-8"ww PROPOSED WASTEWATER SYSTEM @_ PROPOSED STORM DRAINAGE SYSTEM 6"W PROPOSED WATER MAIN PROPOSED WATER METER C/) PROPOSED FIRE HYDRANT O PROPOSED WATER VALVE GAS - PROPOSED GAS LINE U'nL PROPOSED DRY UTILITES (ELEC. CABLE AND PHONE) PROPOSED STREET LIGHT NOTES: 1. EXISTING OVERHEAD UTILITY POLE AT INTERSECTION OF DOTIE DRIVE AND ANDERSON LANE TO BE RELOCATED OUTSIDE OF ROADWAY AND SIDEWALK AREA. 2. ALL UTILITIES ARE PROPOSED TO BE UNDERGROUND. UTILITY DROPDOWN TO COME FROM RELOCATED OVERHEAD POLE. 3. WATER, NATURAL GAS, COMMUNICATIONS, AND POWER TO BE JOINT TRENCHED WITHIN PUE PER DETAIL ON SHEET C-3.0. 4. FINAL UTILITY DESIGN TO BE COMPLETED DURING PIP PROCESS. j jwate Received JAN 0 9 2018 SHEET C-2.0 Co CN CN C/) Lxu Cl) V) 73, U 0 C4 > L4 u W 0 C4 M V) QKI �L-1 V.1 SHEET C-2.0 Co CN CN C/) Lxu SHEET C-2.0 CN CN C/) Cl) V) U 0 C4 > L4 u W 0 C4 M V) QKI �L-1 C/) SHEET C-2.0 CN CN o V) U 0 C4 > L4 u W 0 C4 M V) QKI �L-1 SHEET C-2.0 EXISTI < LIGHT ~ END CURB PAVEMENT EDGE ALONG PROLONGATION TO MATCH H2O — 20 -` H2O ® — H2O II ww N — ww --- i w — — — — ww ---- o f ITCH EXISTING )RB AND PAVEMENT OO PAVING CONSTRUCTION NOTES 1. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 2. CONST 4" AC OVER 12" CRUSHED ROCK PER DETAIL ON SHEET C-3.0. 3. CONST ADA COMPLIANT SIDEWALK RAMPS. 4. CONST STD. CURB & GUTTER PER CITY OF SPRINGFIELD STANDARD DRAWING. "Lf-: 1=20' LEGEND — — • — LOT 5 EXISTING CURB & GUTTER — GAS — — EXISTING GAS LINE 1 < LIGHT ~ END CURB PAVEMENT EDGE ALONG PROLONGATION TO MATCH H2O — 20 -` H2O ® — H2O II ww N — ww --- i w — — — — ww ---- o f ITCH EXISTING )RB AND PAVEMENT OO PAVING CONSTRUCTION NOTES 1. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 2. CONST 4" AC OVER 12" CRUSHED ROCK PER DETAIL ON SHEET C-3.0. 3. CONST ADA COMPLIANT SIDEWALK RAMPS. 4. CONST STD. CURB & GUTTER PER CITY OF SPRINGFIELD STANDARD DRAWING. "Lf-: 1=20' LEGEND — — • — EXISTING BOUNDARY • EXISTING CURB & GUTTER — GAS — — EXISTING GAS LINE — H2O — — EXISTING WATER MAIN i a EXISTING FIRE HYDRANT v ® EXISTING WATER METER — OHE — — EXISTING OVERHEAD ELECTRIC —�— EXISTING UTLITY POLE EXISTING STREET LIGHT ® EXISTING PHONE PEDESTAL C► -- — ww — — EXISTING WASTEWATER SYSTEM sr — ST — — EXISTING STORM DRAINAGE SYSTEM o� o PROPOSED WASTEWATER SYSTEM sT u PROPOSED STORM DRAINAGE SYSTEM 8"W O PROPOSED WATER MAIN ® PROPOSED WATER METER PROPOSED FIRE HYDRANT 0 PROPOSED WATER VALVE —GAS PROPOSED GAS LINE UTIL PROPOSED DRY UTILITIES (ELEC. CABLE AND PHONE) PROPOSED STREET LIGHT PROPOSED PAVEMENT 1. EXISTING STREET LIGHTS ALONG ANDERSON LANE ARE COBRA STYLE LOW-PRESSURE SODIUM. 2. PROPOSED STREET LIGHT ON DOTIE DRIVE TO BE AUTOBAHN SERIES LED FIXTURE. 3. PROPOSED LIGHTS TO BE ON FIBERGLASS POLES WITH A 30 FOOT MOUNTING HEIGHT. 4. PHOTOMETRIC ANALYSIS AND FINAL STREET LIGHT LOCATION TO BE COMPLETED DURING PIP PERMIT PROCESS. 5. "NO PARKING" SIGNS TO BE PLACED ON THE NORTH SIDE OF DOTIE DRIVE. 6. DRIVEWAYS TO BE CONSTRUCTED PER CITY OF SPRINGFIELD STANDARD DRAWING 3-19. 7. ANDERSON LANE AND KELLOGG DRIVE TO BE IMPROVED PER DETAILS ON SHEET C-3.0. 8. DRIVEWAY FOR LOTS 4 AND 5 TO BE SHARED DRIVEWAY. 9. CURB BREAKS ALONG PLANTER TO BE INSTALLED TO ALLOW FOR DRAINAGE. SLtJM'(0 5M T Wtc-Alve-) JAN 0 8 2018 po � 1 Original Submittal • O co rW � W W N N i a O v a rn o O w U •Ws a Z Q w U ti a ell o � o� o u N O N SLtJM'(0 5M T Wtc-Alve-) JAN 0 8 2018 po � 1 Original Submittal O co rW � W W N N i SLtJM'(0 5M T Wtc-Alve-) JAN 0 8 2018 po � 1 Original Submittal O N N i O v a rn o U •Ws a Z Q W W > L4 U ti a "' ¢ N N N O N �Z) SLtJM'(0 5M T Wtc-Alve-) JAN 0 8 2018 po � 1 Original Submittal N N i •- to v a rn o U •Ws a Z Q W W > L4 U ti a "' ¢ SLtJM'(0 5M T Wtc-Alve-) JAN 0 8 2018 po � 1 Original Submittal ,t ' RIGHT–OF–WAY ROADWAY WALK WALK t t t SHED L t .b I �� I �:•.V '�/J///J/!//1///!!///JiT1///�//J/!////•�/l!I!l/,I/l!i/I!l!i!i!i/l/i/lJ/!//l!l/I, '�\• 0.5' '4H:1 V MAX, SLOPE TO R 4" AC: 2" LEVEL 2, Y2" DENSE HMAC OVER 2" LEVEL 2, %" DENSE HMAC OVER 12" AGGREGATE BASE, a/"–O" CRUSHED ROCK 6" PVC (ASTM D3034 SDR 35) PIPE WiTH 6" ROUND PVC GRATE; RAINBIRD MODEL #DG6RFG OR EQUIVALENT. TOP OF GRATE SET 3" BELOW INLET OF PLANTER. OVERFLOW PIPE CON TO 10" STORM DRAIi PIPE IN STREET — 7.5' 0 0 v 6" THICK WALL 0 r� INFILTRATION PLANTER DETAIL 12" GROWING MEDIUM NOTES: 1. PLANTING PLAN TO BE COMPLETED DURING PIP PROCESS. 60 RIGHT–OF–WAY 47f RIGHT–OF–WAY 51 36' ROADWAY 36' ROADWAY 51 6.5' WALK ADDITIONAL WIDTH 1$' 18' S.5' WALK 1 WALK 4' ADDITIONAL WITH 20' 0.5' WALK VARIES 0' TO 8' 0.5' 0.5' 0.5 0.5 VARIES 0 TO 18 1y% SEE SHEET C-2.1 _ 1Y% SEE SHEET C-2.1 2% 1> F_ ° LOAM _'�L 4" AC: � . '-� '� , •.•.• •• / r�r/ / , ,/� /sir ri � 4" AC: EXISTING STREET SECTION EXISTING STREET SECTION _ / /�r// r, r,/ir //�/ /i r/ ri/ �/ ��/ //� 2" LEVEL 2, Y2" DENSE HMAC OVER � rr� r /�/i �// r/%i/ i� / �� � �" 2 LEVEL 2 Y DENSE HMAC OVER CRUSHED ROCK " CRUSHED ROCK 2 LEVEL 2, Y4 DENSE HMAC OVER BALLAST PLACED PRIOR 2 LEVEL 2, a4 DENSE HMAC OVER BALLAST PLACED PRIORs ' 12" AGGREGATE BASE, Y4"–O" CRUSHED ROCK TO STREET PAVEMENT 1' 12" AGGREGATE BASE, /"-0" CRUSHED ROCK TO STREET PAVEMENT 1 ANDERSON LANE CROSS SECTION KELLOGG ROAD CROSS SECTION NTS NTS Sy� DRAWING NUMBER W1.29 Autobahn l i O gr' 4%. Roadway Lighting FRIENDLY P R &DUCT O V E R V I E W Applications: Roadways Off ramps Residential streets Parking lots lot Jet t.•r t ---- L ==1 Effective Prcjectod Area (EPA?: The EPA for the AT 80 is 0 76 sq. It Approx. Wt = 14 lbs. jiT_liFi•7eTT•�� Designlights (onsorthim- (DLC) qualified product, Not ali versions of this product may be DLC qualified, Please check the DL( Qualified Products list at www.designliolits.org/QPI to confirm which versions are qualified, Color temperatures of :5 3000K must be specified for International Dark - Sky Association certification. Rated for -40°( to 40T ambient CSA Certified to U.S. and Canadian standards Complies with ANSI: C136.2, (136.10,0 36.14, 036.31, (136.1 S, 036.37 Features: OPTICAL Same light: Performance is comparable to 70-20OW HPS roadway luminaires. White light: Correlated color temperature - 4000K, 70 CRi minimum, 3000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, 111, 111, and V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25'C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different surge protection options provide a minimum of ANSI C136.210kV/5kA protection. 20kV/10kA protection is alsoavailable. MECHANICAL Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easily leveling at installation. Rugged die-cast aluminum housing and door are polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yields afiniih that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM B117). Optional Enhanced Corrosion Resistant finish (CR) increases the salt spray exposure over 5000 hours. Mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8°to 2-3/8"O.D.) diameter. Provides a 36 vibration rating per ANSI (136.31 Wildlife shield is cast into the housing (not a separate piece). CONTROLS NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard S pin and 7 pin receptacles optionally available. Premium solid state locking style photocontrol - PCSS (10 year rated life) Extreme longlife solid state locking style photocontrol - PCLL (20 year rated life). Multi-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and also can allow a single fixture to be flexibly applied in many different applications. 'vote: Specifications subiect to change without notice. Actual pertornrance may diffe• as a result of end-user environnsent and application. @2014-2017Acuity Brands Lighting, Inc. ATBO 03/28,117 American JWL Electric Lighting, p�1A1•s Sj ro z Zo O Y CL W N C14 WATER MAIN a NOTES: L) 3 7, MINIMUM 12" SEPARATION RETKEEN --MIN. WA7ER AND OTHER DUCTS, 2. NO DUCTS MAY RE PLACED ABOVE M THE WA 7E"R MAIN, ' . � N [� • psi J. FOR ADD17IONAL TRENCH SEC77ON �-� � 1NFORMA77ON REFER TO HSG S7D, d C � N W DWG, M.I Z� c � ,�� �,$ •. TMJ ('CFF WHITE), COMM. (GREY), AND OTHER rA Z CONDUITS AS SSPECIPED SCALE: N.T.S. __ WATER {DIVISION STANDARD DRAWING DRAWN BY: LSB TYPICAL JOINT CONSTRUCTION,,- - TRENCH DETAIL ENGINEERI NG: 60 SPR%'Gi IELDUTILITY i3Q:�RD v1� Sy� DRAWING NUMBER W1.29 Autobahn l i O gr' 4%. Roadway Lighting FRIENDLY P R &DUCT O V E R V I E W Applications: Roadways Off ramps Residential streets Parking lots lot Jet t.•r t ---- L ==1 Effective Prcjectod Area (EPA?: The EPA for the AT 80 is 0 76 sq. It Approx. Wt = 14 lbs. jiT_liFi•7eTT•�� Designlights (onsorthim- (DLC) qualified product, Not ali versions of this product may be DLC qualified, Please check the DL( Qualified Products list at www.designliolits.org/QPI to confirm which versions are qualified, Color temperatures of :5 3000K must be specified for International Dark - Sky Association certification. Rated for -40°( to 40T ambient CSA Certified to U.S. and Canadian standards Complies with ANSI: C136.2, (136.10,0 36.14, 036.31, (136.1 S, 036.37 Features: OPTICAL Same light: Performance is comparable to 70-20OW HPS roadway luminaires. White light: Correlated color temperature - 4000K, 70 CRi minimum, 3000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, 111, 111, and V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25'C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different surge protection options provide a minimum of ANSI C136.210kV/5kA protection. 20kV/10kA protection is alsoavailable. MECHANICAL Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easily leveling at installation. Rugged die-cast aluminum housing and door are polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yields afiniih that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM B117). Optional Enhanced Corrosion Resistant finish (CR) increases the salt spray exposure over 5000 hours. Mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8°to 2-3/8"O.D.) diameter. Provides a 36 vibration rating per ANSI (136.31 Wildlife shield is cast into the housing (not a separate piece). CONTROLS NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard S pin and 7 pin receptacles optionally available. Premium solid state locking style photocontrol - PCSS (10 year rated life) Extreme longlife solid state locking style photocontrol - PCLL (20 year rated life). Multi-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and also can allow a single fixture to be flexibly applied in many different applications. 'vote: Specifications subiect to change without notice. Actual pertornrance may diffe• as a result of end-user environnsent and application. @2014-2017Acuity Brands Lighting, Inc. ATBO 03/28,117 American JWL Electric Lighting, n, p�1A1•s Sj ro z Zo O Y CL W N C14 I a Q0 L) 0 0 cn ON p � a M �i ' . � N [� • psi O �-� � w d C � N W c rA Z -V ti h v1� n, p�1A1•s Sj ro z Zo O Y CL W Date ! Received JAN is 2018 i • O Y N C14 I Q0 L) 0 0 U a z Q [� w a O M w Q N ti v1� Date ! Received JAN is 2018 i • Y N C14 I Q0 L) 0 0 U a z Q w y � w a M V M w Q Date ! Received JAN is 2018 i •