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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/22/2021TENTATIVE SUBDIVISION PLANS VICINITY MAP N 1 "=2000' SITE MAP 1"=500' (PHASES 3-5) LAND USE PLANNING / CIVIL ENGINEERING / SURVEYING/LANDSCAPE ARCHITECTURE: AKS ENGINEERING & FORESTRY, LLC CONTACT: CHRIS GOODEH 12965 SW HERMAN ROAD, SUITE 100 TUALATIN, OR 97062 PH: 503-563-6151 FAX: 503-563-6152 VERTICAL DATUM ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1626, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, AND 46.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD88). SHEETINDEX PO -01 0111 COVER SHEET WITH VICINITY MAP PO -02 IW EXISTING CONDITIONS PLAN PO -02A AC EXISTING CONDITIONS PLAN PO -02B LEGEND EXISTING CONDITIONS PLAN PO -02C EXISTING CONDITIONS PLAN PO -03 EXISTING r�D�ECOUOUS CONCEPTUAL FINAL MASTER PLAN PO -04 EXISTING PHASING PLAN AND SITE OVERVIEW PO -05A PRELIMINARY SUBDIVISION PLAT PO -05B O PRELIMINARY SUBDIVISION PLAT PO -06 o PRELIMINARY GRADING PLAN PO -07A z PRELIMINARY COMPOSITE UTILITY PLAN PO -07B Z PRELIMINARY COMPOSITE UTILITY PLAN PO -08 ❑ ❑ PRELIMINARY STREET PLAN WITH CROSS SECTIONS PO -08A W PRELIMINARY STREET PLAN PO -08B A PRELIMINARY STREET PLAN PO -09 ® AERIAL PHOTOGRAPH PLAN HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK EXISTING LAND USE: VACANT, UNDEVELOPED RESIDENTIAL LAND AND RESIDENTIAL DEVELOPMENT UNDER CONSTRUCTION PROJECT LOCATION: SPRINGFIELD OREGON, NORTH OF MARCOLA ROAD AND WEST OF 31ST STREET PROPERTY ZONING: MEDIUM DENSITY RESIDENTIAL (MDR) OWNER / APPLICANT: MARCOLA MEADOWS NEIGHBORHOOD, LLC 27375 SW PARKWAY AVENUE WILSONVILLE, OR 97070 PROPERTY DESCRIPTION: ASSESSOR'S MAP 17.02.30 TAX LOT 1803 (AS ADJUSTED BY LANE COUNTY SURVEYORS OFFICE CST NO. 45334) PROJECT PURPOSE: RESIDENTIAL SUBDIVISION FOR FUTURE DETACHED SINGLE-FAMILY HOMES ■ M a cl) Q ch � a �i Z �a > �a O �_ o o w _ W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 0 IW AC DRAVIN Br. AC � U LEGEND U EXISTING r�D�ECOUOUS PROPOSED EXISTING PROPOSED TREE O � STORM DRAIN CLEAN OUT o y(a 0 z Z CONIFEROUS TREE Z �•,i`� STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN ❑ ❑ o W Z_ FIRE HYDRANT A STORM DRAIN MANHOLE ® 0 a WATER BLOWOFF P d GAS METER ® 0 ¢ R �3zv W 1 ZN F,oY Z W cc 0LL WATER METER o ® GAS VALVE qI WATER VALVE ca N GUY WIRE ANCHOR DOUBLE CHECK VALVE ® UTILITY POLE o AIR RELEASE VALVE �,f POWER VAULT SANITARY SEWER CLEAN OUT o o POWER JUNCTION BOX o 0 SANITARY SEWER MANHOLE O 8 POWER PEDESTAL ■ SIGN T COMMUNICATIONS VAULT Ecl 1c] STREET LIGHT 0 10 COMMUNICATIONS JUNCTION BOX L • MAILBOX Lm ® COMMUNICATIONS RISER o EXISIING PROPOSED RIGHT-OF-WAY LINE - - - - — - - - - — BOUNDARY LINE PROPERTY LINE CENTERLINE - - - - - DITCH - - CURB CURB EDGE OF PAVEMENT EASEMENT FENCE LINE .., .., .., GRAVEL EDGE ....................................... POWER LINE - - - -pm- - - -pm- OVERHEAD WIRE - - - oxw aiw mw — COMMUNICATIONS LINE - - - -COu- - - —mu— c COM FIBER OPTIC LINE - - CTo - - vo - - - ao - CFO - GAS LINE STORM DRAIN LINE - SANITARY SEWER LINE - - - -- - - -- WATER UNE - - - — WT— — — — WT— WT_ WT ■ M a cl) Q ch � a �i Z �a > �a O �_ o o w _ W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 0 IW AC DRAVIN Br. AC � U ■ M a cl) Q ch � a �i Z �a > �a O �_ o o w _ W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 04/21/2021 DESIGNED BY: AC DRAVIN Br. AC CHECKED BY: LTP � U a a F a � = 5 y(a z Z To Z .1i W Z_ �N ¢ a d pz_pGG�m Z C1io3 ¢ R �3zv W ZN F,oY Z W cc 0LL ye 333 6��w�i3 W ■ M a cl) Q ch � a �i Z �a > �a O �_ o o w _ W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRAVIN Br. AC CHECKED BY: LTP PO -01 I WELLHEAD- ZONF 5 T 909.63' PIERCE WELLHEAD Ll 5!66 6 I. \ \ 1 1 I x-467 tr �� SEE SHEET P02A��- ° a I \j \ \ \ � ` \ ` � 6f \ _ ¢66 \1%j WELLHEAD ZONE 1 �N WELLHEAD ZONE 2 NIII NBB'01'58"` 13.05' SEE SHEET P02B J/ 469 , 469-1 - —WATER An"` =_t SO817'26'E 90.00'— EUGENE _ //S��'W 15.60' :-� - —467 S0817'26"E 140.00'— � � I � N60 N81'42'34"E 120.0 J / SOB17-26"E 140.00'— A JUSTED ^ �/ N81'42'34"E 25.00'- T LOT 1803 SOI 84.38' AX MAP 17023000 b`O AREA: 72.28 ACRES N81'4734"E 73.98 50157'55"W rl c b D' '02'05"E 150.DC 50157'55"W 21 -- s,', -7 N88'02'05"W 5.00'+ I / S01'57'55"W 376.34' i SEE SHEET P02C tr / \ , ,472 412' 1 JIE X SAN CO ' B NO: 4t W STREET = �U STREET I- N SCALE: 1"=150 FEET 150 0 30 75 150 NOTES: 1. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. OE1626, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88). 2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. 3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED FEBRUARY 2019 AND MAPPED PER CAD FILES RECEIVED FROM SAID FIRM ON JANUARY 7, 2020. ADDITIONAL SUPPLEMENTAL TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING & FORESTRY, LLC IN FEBRUARY 2020. 5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR DETAILED DESIGN OR CONSTRUCTION. 6. CONTOUR INTERVAL IS 1 FOOT. 7. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED FEBRUARY 2019 AND REVIEWED ON JANUARY 17, 2020. TREE DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING & FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON ARBORIST INSPECTION. 8. WETLAND BOUNDARIES SHOWN WERE DELINEATED BY AKS ENGINEERING & FORESTRY, LLC. ON FEBRUARY 6, 2020 AND WERE PROFESSIONALLY SURVEYED BY AKS ON FEBRUARY 10, 2020. 9. AN UPDATED ASSESSOR'S MAP SHOWING TAX LOT INFORMATION POST PARTITION PLAT NO. 20201 AND MARCOLA MEADOWS PHASE 1A PLAT IS NOT AVAILABLE ONLINE. TAX LOT INFORMATION PRIOR TO PLATTING IS SHOWN FOR REFERENCE. CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 365.00' 1 64'07'14" 1 408.48' 1 S34 -01.32"W 387.49' a z cn z o O p 0 a Fcc Lu O z °aW 0 J /LL Z O V i) Z xa a Lu vi PROFESS L LAND Fa YOR JOB NUMBER: O W1- 04/21/2021 con cc =U CC a z cn z o O p 0 a Fcc Lu O z °aW 0 J /LL Z O V i) Z xa a Lu vi PROFESS L LAND Fa YOR JOB NUMBER: O f 04/21/2021 DESIGNED BY: DRAIN! BY: CC Q U Q Q a Q Q Z y D Yo Z z Z Z J N Z_ �p j Z N Q ZOO U Z a U io nw ' W N W W F m a 3 Z W 33 0 cc �ye W LL a z cn z o O p 0 a Fcc Lu O z °aW 0 J /LL Z O V i) Z xa a Lu vi PROFESS L LAND Fa YOR JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: DRAIN! BY: CC CHECKED B": MAD MOON TAX LOT 2200 TAX MAP 17032444 PIERCE WELLHEAD TAX LOT 2300 TAX MAP 17032444 ASPHALT PATH TAX LOT 1500 TAX MAP 17021933 �-� — EX 18^ CONC = _ �- — — — — — _ - CULVERT __�axw= _ 80^ 2TEE�_ —rwr— T - - IE: 462.38 NW - ----__ trw _ _w"r- pSTREE ( ) _ -- _ — �xryd— — ——i6 DI IE: 463.77 (SE)---�'--c` --'wx- - — — — TAX LOT 1000 _ — _VAT— _ =w"--�-- _ -----_ _ ��= —:— — TAX LOT 900 — — — _�/— —�— _ — —weT— = _w"� _ — --� o TAX LOT 800 TAX MAP 17032444 TAX MAP 17032444 _ __�--- — v —_ TAX LOT 700 TAX MAP 17032444 FE14CE ------ --_ �— — o TAX LOT 600 TAX MAP 17032444 J TAX LOT 500 ---- — _«r— _ w4� TAX MAP 17032444 - _-- - TAX LOT 200 —_— X TAX MAP 17032444 —w"'— 467 N81'42'34^E 1955.62' x yam= _ _aa Qr -_'- wu AND 46I, TAXMAP1703251&, ASPHALT PATH wooD FENCE __F--=--�5—,'— ErLEC EWAL —,mr`C466, 60^ STEEL— wnr— �_ — — —467—tr \ \ \ \ I —VAT o WELLHEAD 1 TAX LOT 300 I^ ZONE 1 TAX MP 17032511 \467— I zoo' unuTy �1 i \ EASEMENT PER ` \ / PLAT OF ^AUSTIN ADJUSTED I \ \ \ I ) PARK SOUTH" \ ��� \ TAX LOT 1803 \ I TAX MAP 17023000 \ % AREA: 72.28 ACRES± TAXXM Po17032511 467— 1 1 TAX LOT 500 \ \ 1 \ \ TAX MAP 17032511 MATCH LINE (SEE SHEET PO -02B) MATCH LINE (SEE SHEET PO -02B) N 4e lii�44 ,\V SCALE: 1"=50 FEET 50 0 10 25 50 ORIGINAL PAGE SIZE 2Y x W a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F - Z S a Lu 2 U) PROFESS L LAND S YOR JOB NUMBER: O W 04/21/2021 cc DRAIN! BY: U a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F - Z S a Lu 2 U) PROFESS L LAND S YOR JOB NUMBER: O f 04/21/2021 DESIGNED BY: DRAIN! BY: CC Q U Q Q a Q Q Z y D Yo Z z Z Z J N Z_ tp j Z Q ZOO U Z a U io nw W W0 F m 3p Z W cc �ye W LL a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F - Z S a Lu 2 U) PROFESS L LAND S YOR JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: DRAIN! BY: CC CHECKED B� MAD PO -02A MATCH LINE (SEE SHEET PO -02A) - = = = = = = = = = = = = = = = = = = = w \ TA OT 500 8- N0138'02°E i ( \ TAX 17032511 L' 909.63' TAX LOT TAX MAP 17 TAX LOT 700 TAX MAP 17032511 TAX LOT 800 TAX MAP 17032511 TAX LOT 900 TAX MAP 17032511 I TAX LOT 1000 TAX MAP 17032511 PUBIC ROW TAX LOT 0 TAX MAP 17032 TAX LOT 1200 TAX MAP 17032511 7.00' PUBLIC UTILITY 1yl EASEMENT PER PLAT OF "AUSTIN pear mW X466/ r U \ / � V �Wz CHAIN GATE TAX LOT 1300 / TAX MAP 17032511 WELLHEAD TAX LOT 1400 ZONE 5 TAX MAP 17032511 13.00' DRAINAGE EASEMENT PER PLAT OF "AUSTIN y, Rha/ PARK SOUTH° WOOD FENCE I -- -_--- -469- — / \ \46 / / / WELLHEAD ZONE 1 WELLHEAD ZONE 2 113.05' MATCH UNE (SEE SHEET PO -02A) Iv \ / 8 \ \A6j `•\ 1 �\ I /q6 \ 1 ADJUSTED \ TAX LOT 1803 \ TAX MAP 17023000 \ \ 1 AREA 7119 ACRES± \� ---- -- — —_ N SCALE: 1"=50 FEET 50 0 10 25 50 469----- z 1 / \ a / I l 1 I -7 SAARf IE, iii JIM mm / / N 0 _ / a � J � w z E s TREE TABLE TREE NUMBER TYPE DBH (IN.) 103366 CONIFEROUS 16 103387 DECIDUOUS 20 103388 DECIDUOUS 20 Q a�cl) z zO O 00 w oF- LU O O V J w 00 M z 0 F- U) V a w 2 cn PROFESS L LAND S YOR JOB NUMBER: O W 04/21/2021 en cc DRAYM BY: U Q a�cl) z zO O 00 w oF- LU O O V J w 00 M z 0 F- U) V a w 2 cn PROFESS L LAND S YOR JOB NUMBER: O r 04/21/2021 DESIGNED BY: DRAYM BY: OC Q U a a a a a Z y D Yo z Z Z J 7 N Z ¢ wp Z y�� w Z z�rn U Z a ti io nw ''LLy�jNZ'�Ya W Wcc 3� z W �Ye 6�F v W LL Q a�cl) z zO O 00 w oF- LU O O V J w 00 M z 0 F- U) V a w 2 cn PROFESS L LAND S YOR JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: DRAYM BY: OC CHECKED P MAD 1 I I ' ` I W \ 1 \ ^off WELLHEAD ZONE 1 1 1 / / z Y 6 �J WELLHEAD \\ ZONE 2 \ ADJUSTED TAX LOT 1803 TAX MAP 17023000 AREA: 72.28 ACRESf \\ WELLHEAD\\ �� �\ \ ZONE 5 ,_472 j \ \ =---� - --473-J / I I \� I N SAN MH RIM: 472.54 i IE IN: 67.53 (6"N)"INSIDE DROP** 1 \-- \ IE IN: 65.17 (8"E),o> IE IN: 465AB-(8X l IE IN: 465.01 (8"N)*lN E DROP*' IE OUT/: 64.95 (8"S)� /'EX 54" C NC OUTFA / IE: 66.51��1smI EX MH /IE IN: 66.7RIM,98"N) II ! I I III IE OUT: 46488 (8-S)II / \ FOR MORE INF MATY ) SEE AS -BUILT SF ). PRO,ECT NUMB R 1202 511 I1F / 10.00' PUBLIC UU / EASEMENr P DOC. N0. 93- 00 6 r I v / I I 1 II I I 1031 1031 EX I SAN RIM: BQI I IE IN: 64.16 (8"W (STUB) I 10. / IE IN: 464.00 (B"N IE OUT: 464.00 (8"S � 8" PV( UTFALI �@ 68.7( /- / OUTFA / I E: 467 � I Ill / EXI6 " CONIC r ULVERT / IIEI 466.19- 4E.,4 66.19 i \ E,4 tTm Cl 1 r129 II \� IE OUT: 6✓ �0` OI 1 � I 1 �/1 10.00' PUBLIC UT!LI� I / / EASEMENT PER D;C I EX STATI MH RIM: 473.55 IE IN: 66.05 (60"SE IE IN: 65.49 (60" IE OUT: 65.49 (60" EX 60" CONIC SUMP: 46 .49)////,' 6a� J OIE UTFALL UNABLE TO \ _ IE-DUT:-6; \ _ EX SWIMy -M.472 68 IE IN: 67.11 (�Nj \ IE IN: 66.29 (1B -SW) r IE OUT: 466.24S1f�'�f 472 EX STM Cl RIM: 471.56 T i f 60" C 10 / M I 30Ijl 135 q wI yI W(� U I a I i 6 4 I 35' 135'!' , TAX LOT 10 TAX MAP 170230233 wl E EX STM MH RIM: 473.79 0 IE IN: 66.48 (60"S) IE OUT: 66.36 (60 -NW) $1 I 7L - 54 CONC m - =ASPITALT RAMP EX STM MH RIM: 472.79 IE IN: 67.02 (WE) IE OUT: 67.02 (54"Y) SUMP: 67.02 \ TAX LOT 104 TAX MAP 17023021 DRIVEWAY EX 8" CPP TAX LOT 109 CULVERT TAX MAP 17023021 IE: 471.04 EX 12" CONIC CULVERT EX SAN MH CONCRETE RIM: 472.72 1 IE IN: 464.75 (8"N (STUB)) DECIDUOUS =- IE IN: 464.72 (8"E) TAX LOT 1800 IE OUT: 464.52 (8"S) V FFT IE OUT: 470.12 8 W - - _C:> cV o ASPHALT 0 DRIVEWAY 10 TAX LOT 200 Ex STMa TAX MAP 17023021 RIM: 472.58 I IE OUT: 470.18 (8`S) 10321 SUMP: 68.58 IE OUT: 470.10 .� ASPHALT DECIDUOUS �- DRIVEWAY CHAIN LINK FEN 103102 - EX STM Cl o N RIM: 472.6 N IE IN: 470.08 (8 N) � �_ IE OUT: 69.89 W) � a I x z TAX LOT 300 Q DECIDUOUS IE OUT: 463.12 (8"S) 103107 DECIDUOUS TAX LOT 1900 Q DECIDUOUS TAY WAD 17Mz l H ~ DECIDUOUS 8 103110 DECIDUOUS 14 103111 DECIDUOUS 16 103112 DECIDUOUS \\ WELLHEAD\\ �� �\ \ ZONE 5 ,_472 j \ \ =---� - --473-J / I I \� I N SAN MH RIM: 472.54 i IE IN: 67.53 (6"N)"INSIDE DROP** 1 \-- \ IE IN: 65.17 (8"E),o> IE IN: 465AB-(8X l IE IN: 465.01 (8"N)*lN E DROP*' IE OUT/: 64.95 (8"S)� /'EX 54" C NC OUTFA / IE: 66.51��1smI EX MH /IE IN: 66.7RIM,98"N) II ! I I III IE OUT: 46488 (8-S)II / \ FOR MORE INF MATY ) SEE AS -BUILT SF ). PRO,ECT NUMB R 1202 511 I1F / 10.00' PUBLIC UU / EASEMENr P DOC. N0. 93- 00 6 r I v / I I 1 II I I 1031 1031 EX I SAN RIM: BQI I IE IN: 64.16 (8"W (STUB) I 10. / IE IN: 464.00 (B"N IE OUT: 464.00 (8"S � 8" PV( UTFALI �@ 68.7( /- / OUTFA / I E: 467 � I Ill / EXI6 " CONIC r ULVERT / IIEI 466.19- 4E.,4 66.19 i \ E,4 tTm Cl 1 r129 II \� IE OUT: 6✓ �0` OI 1 � I 1 �/1 10.00' PUBLIC UT!LI� I / / EASEMENT PER D;C I EX STATI MH RIM: 473.55 IE IN: 66.05 (60"SE IE IN: 65.49 (60" IE OUT: 65.49 (60" EX 60" CONIC SUMP: 46 .49)////,' 6a� J OIE UTFALL UNABLE TO \ _ IE-DUT:-6; \ _ EX SWIMy -M.472 68 IE IN: 67.11 (�Nj \ IE IN: 66.29 (1B -SW) r IE OUT: 466.24S1f�'�f 472 EX STM Cl RIM: 471.56 T i f 60" C 10 / M I 30Ijl 135 q wI yI W(� U I a I i 6 4 I 35' 135'!' , TAX LOT 10 TAX MAP 170230233 wl E EX STM MH RIM: 473.79 0 IE IN: 66.48 (60"S) IE OUT: 66.36 (60 -NW) $1 I 7L - 54 CONC m - =ASPITALT RAMP EX STM MH RIM: 472.79 IE IN: 67.02 (WE) IE OUT: 67.02 (54"Y) SUMP: 67.02 \ TAX LOT 104 TAX MAP 17023021 DRIVEWAY EX 8" CPP TAX LOT 109 CULVERT TAX MAP 17023021 IE: 471.04 EX 12" CONIC CULVERT EX SAN MH CONCRETE RIM: 472.72 1 IE IN: 464.75 (8"N (STUB)) DECIDUOUS =- IE IN: 464.72 (8"E) TAX LOT 1800 IE OUT: 464.52 (8"S) V FFT IE OUT: 470.12 8 W - - _C:> cV o ASPHALT 0 DRIVEWAY 10 TAX LOT 200 Ex STMa TAX MAP 17023021 RIM: 472.58 I IE OUT: 470.18 (8`S) 10321 SUMP: 68.58 IE OUT: 470.10 .� ASPHALT DECIDUOUS �- DRIVEWAY CHAIN LINK FEN 103102 - EX STM Cl o N RIM: 472.6 N IE IN: 470.08 (8 N) � �_ IE OUT: 69.89 W) � a SUMP: 68.47 x z TAX LOT 300 Q TAX MAP 17023021 I TAX LOT 4300 TAX MAP 17023021 EX SAN MH RIM: 474.42 CONCRETE IE IN: 474.42 (8"W (STUB)) DRIVEWAY IE IN: 62.78 (8`N) o ISE OUT: 62.72 (8"S) lll� " - EX SAN MH RIM: 474.22 w " IE IN: 62.29 (4"E) `D IE IN: 61.80 (8"N) IE OUT: 61.72 (8"S) TAX LOT 4200 1 II TAX MAP 17023021 N SCALE: 1"=50 FEET 50 0 10 25 50 TREE TABLE CONCRETE TYPE 1 CONIC RIM: 472.15 DECIDUOUS '"'---- TAX LOT 1800 o V FFT IE OUT: 470.12 8 W - - _C:> cV o UMP_469.1077T UMP_469.10 0 C a J a 10 IE OUT: 68.30 (8`W) x x EX STM C _._ ....., I RIM: 472.26 10321 MI IE OUT: 470.10 (12"W) DECIDUOUS SUMP: 69.22 103102 CONIFEROUS EX SAN MH o N G 1 RIM: 472.42 oN DECIDUOUS IE IN: 63.22 (8"E) N ,I IE IN: 63.16 (8"N) p DECIDUOUS IE OUT: 463.12 (8"S) 103107 DECIDUOUS TAX LOT 1900 Q DECIDUOUS TAY WAD 17Mz l H ~ I TAX LOT 4300 TAX MAP 17023021 EX SAN MH RIM: 474.42 CONCRETE IE IN: 474.42 (8"W (STUB)) DRIVEWAY IE IN: 62.78 (8`N) o ISE OUT: 62.72 (8"S) lll� " - EX SAN MH RIM: 474.22 w " IE IN: 62.29 (4"E) `D IE IN: 61.80 (8"N) IE OUT: 61.72 (8"S) TAX LOT 4200 1 II TAX MAP 17023021 N SCALE: 1"=50 FEET 50 0 10 25 50 TREE TABLE CONCRETE TYPE 1 DRIVEWAY DECIDUOUS I ' TAX LOT 1800 o 11 TAX MAP 17023021 _C:> cV o :6 EX STM AD RIM: 474.10 C a J a 10 IE OUT: 68.30 (8`W) x x 13 SUMP: 68.10 ¢ a I TAX LOT 4300 TAX MAP 17023021 EX SAN MH RIM: 474.42 CONCRETE IE IN: 474.42 (8"W (STUB)) DRIVEWAY IE IN: 62.78 (8`N) o ISE OUT: 62.72 (8"S) lll� " - EX SAN MH RIM: 474.22 w " IE IN: 62.29 (4"E) `D IE IN: 61.80 (8"N) IE OUT: 61.72 (8"S) TAX LOT 4200 1 II TAX MAP 17023021 N SCALE: 1"=50 FEET 50 0 10 25 50 TREE TABLE TREE NUMBER TYPE DBH (IN.) 10315 DECIDUOUS 12 10316 DECIDUOUS 11 10317 DECIDUOUS 10 10318 DECIDUOUS 10 10319 DECIDUOUS 13 10320 DECIDUOUS 11 10321 DECIDUOUS 12 10322 DECIDUOUS 12 103102 CONIFEROUS 28 103103 DECIDUOUS 16 103104 DECIDUOUS 10 103105 DECIDUOUS 18 103106 DECIDUOUS 14 103107 DECIDUOUS 14 103108 DECIDUOUS 14 103109 DECIDUOUS 8 103110 DECIDUOUS 14 103111 DECIDUOUS 16 103112 DECIDUOUS 18 103113 DECIDUOUS 8 103114 DECIDUOUS 10 103115 DECIDUOUS 14 103116 DECIDUOUS 8 103117 DECIDUOUS 12 103118 DECIDUOUS 12 103119 DECIDUOUS 8 103120 DECIDUOUS 8 103121 DECIDUOUS 10 103591 DECIDUOUS 14 103592 DECIDUOUS 14 103594 CONIFEROUS 12 103606 CONIFEROUS 16 a a�cl) z zO O 00 Lu 5 L O V J Lu 0LL z O 0 F- U) � Z a w 2 PROFESS L LAND S YOR JOB NUMBER: O W 04/21/2021 cc DRAIN! BY: U a a�cl) z zO O 00 Lu 5 L O V J Lu 0LL z O 0 F- U) � Z a w 2 PROFESS L LAND S YOR JOB NUMBER: O f 04/21/2021 DESIGNED BY: DRAIN! BY: CC Q U Q Q a Q Q Z loon Y8 Z Z J K� a y i Z cc �d z Z a c4 io nw W F. W 3� y z W cc �Ye W LL a a�cl) z zO O 00 Lu 5 L O V J Lu 0LL z O 0 F- U) � Z a w 2 PROFESS L LAND S YOR JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: DRAIN! BY: CC CHECKED P MAD 1�alwonlij f L r { ' OTTO gTFi S OPEN SPACE --�— , GREEN SPACE AND PEDESTRIAN ° 0 0 o CONNECTIVITY 1 PIERCE DITCH PEDESTRIAN PATHWAY IW I� I� x U 10 x- Y:yyr Lucc �- NI CHURCH ••••• ©000 COMMUNITY GATHERING PLACE o a BONNIE LANE ° I I � -- iR7!F DTE: CON r- r 5 E PLAN 4RCOLA ROAD L: STORMWATER MANAGEMENT STORMWATER ATTENUATION AND CLEAN WATER > • • s O O 1 0 0 G CEPTUAL 5CHOOL SITE NOTE. CON TO BE DETERMINED gY PLAN DESIGN PU6lIC SCHOOLS SPRINGFIELD r - u �_�- �111►11I11,, j��l v J'r SCHOOL :I •` EDUCATIONAL OPPORTUNITIES • • • • • ••s FOR NEIGHBORHOOD CHILDREN _ l V STREET I SINGLE-FAMILY -- ®,©®• RESIDENTIAL NEAR SCHOOLS, 5HOPPING, AND EMPLOYMENT li U STREET j I � j Q44 I I ® •® • MULTI -FAMILY RESIDENTIAL AFFORDABLE HOUSING OPTIONS r GROCERY ` MARCOLA ROAD COMMERCIAL COFFEESHOF - -- CONVENIENT NEIGHBORHOOD SHOPPING AND EMPLOYMENT ,1 +.i SCALE: 1'= 150 FEET 150 0 EO 75 150 ORIGINAL PAF SIZE: 22' , W NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE LEGEND W OPEN SPACE - STORMWATER FACILITY SINGLE-FAMILY � MULTI -FAMILY � COMMERCIAL CHURCH U SCHOOL f L r { ' OTTO gTFi S OPEN SPACE --�— , GREEN SPACE AND PEDESTRIAN ° 0 0 o CONNECTIVITY 1 PIERCE DITCH PEDESTRIAN PATHWAY IW I� I� x U 10 x- Y:yyr Lucc �- NI CHURCH ••••• ©000 COMMUNITY GATHERING PLACE o a BONNIE LANE ° I I � -- iR7!F DTE: CON r- r 5 E PLAN 4RCOLA ROAD L: STORMWATER MANAGEMENT STORMWATER ATTENUATION AND CLEAN WATER > • • s O O 1 0 0 G CEPTUAL 5CHOOL SITE NOTE. CON TO BE DETERMINED gY PLAN DESIGN PU6lIC SCHOOLS SPRINGFIELD r - u �_�- �111►11I11,, j��l v J'r SCHOOL :I •` EDUCATIONAL OPPORTUNITIES • • • • • ••s FOR NEIGHBORHOOD CHILDREN _ l V STREET I SINGLE-FAMILY -- ®,©®• RESIDENTIAL NEAR SCHOOLS, 5HOPPING, AND EMPLOYMENT li U STREET j I � j Q44 I I ® •® • MULTI -FAMILY RESIDENTIAL AFFORDABLE HOUSING OPTIONS r GROCERY ` MARCOLA ROAD COMMERCIAL COFFEESHOF - -- CONVENIENT NEIGHBORHOOD SHOPPING AND EMPLOYMENT ,1 +.i SCALE: 1'= 150 FEET 150 0 EO 75 150 ORIGINAL PAF SIZE: 22' , W NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE JOB WHIM, 7738 DATE: 04/21/2021 CEZNED BY: NKP DRAM Br.. NHP CHECKED BY: KAH PO -o3 /ll W W Q U � � H 0 U O W r U J Q Q Q hd W Q Q U Z N N29 o Z Z Z J �f W 'Z �o �Z Z Q g Q r NFby Z W o JOB WHIM, 7738 DATE: 04/21/2021 CEZNED BY: NKP DRAM Br.. NHP CHECKED BY: KAH PO -o3 _ I O -STREET ' - _ - J ----OTT 8O ER ANS E�ARO _1---- - - EUGENE W ATEA►- CTR►C /W• I I I I I I 0 y Y Q _ j W STREET - 1 V STREET ---1 _ aD naa,A. N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGNAL PAGE SIZE: 22' K 34" SQUARE FEET ACRES GROSS SITE AREA 1,679,611 38.56 OPEN SPACE 107,194 2.47 MEDRIM DENSITY RESIDENTIAL (MDR) 2 U MINIMUM DENSITY (14 UNITS/NET ACRE) MAXIMUM DENSITY (28 UNITS/ NET ACRE) aW SQUARE FEET ACRES GROSS AREA 1,679,611 38.56 RIGHT-OF-WAY AREA 401,704 9.22 OPEN SPACE PROVIDED 107.194 2.47 NET AREA 1,170,713 26.87 N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGNAL PAGE SIZE: 22' K 34" Lu `W W (n Fz cf)O 0 zQ cr Z W 0 Q JQ J M J w z V 0 Q a a ca PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 W R en AC DRANK BY: AC � U Lu `W W (n Fz cf)O 0 zQ cr Z W 0 Q JQ J M J w z V 0 Q a a ca PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 04/21/2021 ch AC DRANK BY: AC CHECKED BY: LTP 2 U aW F a a( � = to C7 = Z To Z J W Z_ �N ¢ �p Z .um d pz_pGG�rn Z G1io nw CC W ZNFioY ? W RE @ R 0LL ye Lu `W W (n Fz cf)O 0 zQ cr Z W 0 Q JQ J M J w z V 0 Q a a ca PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP 10 o r — — EUGENE W ATE BOARD B D I — ELECTRICAL _ � _ TOA 418 I 419I 420 s w ss V_ calls 1422 421 am s 0 r 426 tis 423 424a�s dams LW4 50' ROW 430 431 a4ons 1 gq 428 429 gams a+rs 1 D tams also r nlor I 7.00' PUE 1r� I lwQL 43312lm 4 TRACT __ _ I Ii PPoVAIE DRIVE ra ' _ w-" 404 $ xun403 1� 1 405 434 406 g ams I ......r 417 t>Ra - 408 son s tams II , mrt aaor I I 410 1 ams tamps � I I o Imo' I 1 411tams:3j art I 1 412 $ sums j art I II 435 d I 413 tams D /A\ CCCJJJ I 1 }awor 416 ams JJ 7.00' PA i , s art 402 1 an 400 401 airs I, r 436 -- sum s 4 r 415 I 398 e39 9 ba tams ',Sd� --" --- -- — z I I 396 6 I 394 �a limos 390 IA i 392 cams ' cams __.pq__ _-da'" L _� _- m 391 g albs- aom: 50' ROW _ � II 389 t- -- 1 t L7.00' PU_E� _ _ _ _-- g439 438 § a�w0+s1 tams 6 _mrt- �'- 441 'yamssumsamr 1 ms 1 0. — - _--- 442amr ' 1 O �'- _ -- -- - §§ 4444 444 s.4,w43387 �^ tuoos , 376 t 377 sx9 s §lisps dams mrt ams d 374 u3,w75 cams n.� ID 1 j 373:tmos 61 N ' 371 s372 limos SS ma "� 370 �amr +ort 350 6 x3449 tors cart s 353 352t3msamr 16 ssr ram 30 356 s $` 354 +ams ttms - I - �� d 3 357 t+ w _ _ 384 1l1 1 ' 369 d 359-� I — L{mr yy alws tl.Sfs --- wr__ _ mn 1 1 y 360--s.�-- _ 7.00' PUE -- 1 wr, 1 "ams =— — 383 50' Row u > 362wy `~ 36 r ' STREET _ 367 g.u31ns 382 1 I alms 3 64s ' 70ROW •urs - - fi I I 167 nus I 366 6 ,. \_" I 338 =s t 50.00' ms \ \°"< .'' 341 ttm4o0s ams error 11 P" ROW III 342 381 \ y qA.-'' , 344 cams aoms ams at ' (W.)l , aesr \,77 65 . ams \ " � :Ams Nrt � 1 ,tgi / x 346 mrt J 9s' 347 rims cad'artIp,380348 co G. / ' aims ort I F I lima aria N 333 334 335I 9g'iI 379 \ / a 3 332 ams ,..., alas \ �'�♦ 322 i6 aao3os ams ac 330. 7.00' PUE rumI °s 329 � s TRACTJ SWIMWATER FACILITY tats s TRACT >sy I" ix 327 p, .328 378 -___- aria -- ' 323 � 326 ° ams �- am s + mB 324 `� 325 P' u+ms — alms __air X7.00' PUE 321 - �_ __aan•__ r 1 304 I r' :urs 50.00'— ROW st- _yg__ _3m'_ I III 15.00' STORM / \ ', DRAINAGE EASEMI r / A 320 318 i � twxs eras i 317 i/ J ams mm: ams tams amt 312 319 s ams I I I I II II I I! I Eix1" 310 jI 309 jI thaw 308 tI 30711 306 S txAm i faPr r " 1 " eras 303 cars 302 / dA/ 301 CT HN\-- 20.00' SPACE ACCESS EASEMENT or 300 sur r C 01 SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22* x 340 Q m z O u z > o 0 Lu QLi Cj) 5W O Q j Z LL O V -v z W Q a ca REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: R enUW AC cc AC CHECKED BY: LTP Q m z O u z > o 0 Lu QLi Cj) 5W O Q j Z LL O V -v z W Q a ca REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 04/21/2021 ch AC DRANK BY: AC CHECKED BY: LTP 2 U a a F a a( � = M C7 Z = To 2 J f Y Z �N ¢ �=o�w Z3z`s W cn ZNF oY Z_ cn W ri N`o <¢3 E5 R 0 y�e 33 Q m z O u z > o 0 Lu QLi Cj) 5W O Q j Z LL O V -v z W Q a ca REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -05A 1 _ p — LE p ON 01 d N / / 203 AI A anal w 204 I 225s I 202 stns A.a 201 v5ner 205 — - 200 ars sx+>•r 226 199 ars VI I aaa: 1Hm8 �s t°"r Q 1 ap�T 97 _196 206 _ _ y 227 194 xm5s aAnrs 'aas �' I �j uaor i 192 was ars = :mss ams 11 I�1I ''1 s ala �tm/Q\ na or as at 4 4 a270N 7 176 r mr i�M ss228 177 rss 176 175 r —7.00' PUE-1--.7--t- 174 UEI� II I 167 arcs ms ma as 174 ppssams p a s a - -- •'-arns ams7y�`a� ams 4 .0y 208 173 ams ms 9 WyyI 1 iyyIJ 4I narr ar22s 9 172 15 214171 rms 217 ms s 219 218 W169 7.00 PUE 220 20 168 ms� 222 es 44as 1 223 6 n9 6W a. 180213 181 231 1 8 2 183 212 yI� 185 a1r6o: ams Jyl — — _ 211 I i Irz 11 187 suns ams $ - ___-aa�� ____W . I _ �7.00� PUE -- \ \ +i"� ay atoll 210 1I SOS ROW 'I __--w•m I y TRACT I 1 166 ams � __.� _�__ _Jal _ 6 31Mr I I 190 189aGams §q __ __ _-y -- 50' ROW _ - '— g '- '_ \ ��.� I 14 STgLLIWATER FACT UTY f mlrr 240 239 238 i I IIII ---'S6B ----- --&d V STREET _,- _ aw._ - --- 11 50' 244 243 242 >s ars A70 uaus 2�7s ` qr ��-- _-- Id 244 ars urs 236 M-_-- -d.r_� ILL— - ' j'ROW 11 ars ams _�__ na- 284 $ 283 a s 1� I 11 �, mr ar ar 235 700- PUE II sslms urs 11 I 1 pp er. ars `b 287 .y28s urs 1 1 ut m'' An 9 234 — 290 8 ss289 1 s288 ar s 1 1 ri ° n am s 233 I tni- 291 $c ar r + I -AX- _LLL_mL sY__ oI 1 296 2938 292I ams sstrs au' �� 248 249 250 sti ka /� ams 9, 294 .nr s ssir s ala rd 247 ssm r ''�1 r alr s 251 232 { 5 w-- 295 ssrs ss 281 I 246 ars ars $ rro- la I w alrs nq ars I :twos sslss 252 'b 256 s 1 °a mw as ars s aar I I all s 257 alt: s I N 297 � an' ms tar �61 I fi__.w^ � 253 wns �. as 280 1 ar - ""�• "r - h?�, inns 254 rr I Ii I w do- pq ams rr.--ar--- 50' ROW I S 255 I 1 ar sst• ar — — 1 DRAINAGE 5.00' STORM 15.00 STORM tss / — — ` u ams — — — DRAINAGE 279 ' — \ S%R EASEMENT — F ---�----- + 259 298 s TRACTI) EASEMENT STORMWATER FAQUtt ` ` _ 278A ?�_ v _ _�.+=-3' ar 260 r / sa 'fir 7.00 PUE �� TRACTE ssrs a.9rs Yr wnr / % a¢_ __s¢__ _zS- 61 PRIVATE DRIVE / 7 277 276 275 s aa7e s a2r7i s 271 270 a / u at' ns ar ar unl s Gass ssr s ars sm s x2e s 268 I a ra nar .ec 7.00' PUE .,./ / '� c y _ y "'ss's an67 266 265 264 263 a26 s/ / 4 ars ars ars ams 262 '°'°• l i as p '� G k S ars ssr ar mr ar sa lar ar ar v as•aa• ar Iv xr na m all ae. r TRACT G OPEN SPACEPA / maws I I r, I I I I I I I V STREET I I I F W Illlr MJ I F N I y I jM 20.00' STORM DRAINAGE EASEMENT i U STREET N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22* x 340 Q a z O u z OV Lu Qli Cj) 5W O `j J <j Q J W Z LL — O /R v -v z w oC Q PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: R enUW AC cc AC CHECKED BY: LTP Q a z O u z OV Lu Qli Cj) 5W O `j J <j Q J W Z LL — O /R v -v z w oC Q PROFESS L LAND YOR B. HURLEY JOB NUMBER: 0111 DATE: 04/21/2021 DESIGNED BY: AC DRAM BY: AC CHECKED BY: LTP 2 (=j a a aG a(F � = M C7 = To 2 J f Y Z �N ¢ 7 � z z_Ern d ppGG � �j z Z R ZNFioY ? W N`o <ri¢3 0 R 0LL ye 33 Q a z O u z OV Lu Qli Cj) 5W O `j J <j Q J W Z LL — O /R v -v z w oC Q PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRAM BY: AC CHECKED BY: LTP PO -05B 8 \ j — —--_-OTTOSTREET- 1 J � Wiarem 1 i� § W W � _- - ¢ r a. µ:ms U U aA aE WIN= In r mmm U Q Q a Q Q z y � W ro z z Q '- Z 2 LLp III Z c5 fY I TM Wm I Z N 253 b 0 as tyyna""33 z Z O lO Tmwm Ing .8 15 Lu I i$ Ig Il T- - III > V� T= 0 �iYM— iG WIOII 1 i� i ELECTRICA mmum �G. W AT -Ft ANDr___ Ira }r1T� Z I I EXISTING CULVERT ANQ, CROSSING TO BE 7� REMOVED AND OP�N�DITCH RESTORED jl DURING PHASE 3 WIISTRUCTION 7J� ---_—_470 �� Q / —oa /ao472 fit _ I 1l1 1 A _ I I 4G7�� 1468 `\ \ V �\`\ f �ao/ IAS I_1 — MA40,LACOAD _ �� % \ 471- / 1 O T� T7;EETI $�N === I II I II I I II I I I Li 469 _— � _---_—_—_ .,> a � —_—_—_—_---_—_- W, m §� §1 §, §� �4 r.�� a. a. a• N SCALE: 1”=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE 22* x 34' § W W � U ¢ r a. � U U aA aE i ELECTRICA mmum �G. W AT -Ft ANDr___ Ira }r1T� Z I I EXISTING CULVERT ANQ, CROSSING TO BE 7� REMOVED AND OP�N�DITCH RESTORED jl DURING PHASE 3 WIISTRUCTION 7J� ---_—_470 �� Q / —oa /ao472 fit _ I 1l1 1 A _ I I 4G7�� 1468 `\ \ V �\`\ f �ao/ IAS I_1 — MA40,LACOAD _ �� % \ 471- / 1 O T� T7;EETI $�N === I II I II I I II I I I Li 469 _— � _---_—_—_ .,> a � —_—_—_—_---_—_- W, m §� §1 §, §� �4 r.�� a. a. a• N SCALE: 1”=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE 22* x 34' a a C/) Z O O Qo W W O �a j Q J W Z — -O LL -v z Lu a� u REGISTERED PROFESS L LAND YOR Iarmcnai JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -06 fn W W � U ¢ r � U U W In r Q U Q Q a Q Q z y � o ro z z Q N Z 2 LLp ] Z c5 Z N 253 b 0 as tyyna""33 z Z O a a C/) Z O O Qo W W O �a j Q J W Z — -O LL -v z Lu a� u REGISTERED PROFESS L LAND YOR Iarmcnai JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -06 w TAX LOT 1600 i TAX MAP 17032511 / / TAX MAP 17032511 TAX LOT 900 TAX LOT 1000 TAX LOT 800 TAX MAP 17032444 TAX MAP 17032444 TAX LOT 700 TAX MAP 17032444 -- TAX MAP 17032444 -- �`-- _..�tNEWAZER TAX WLT _ Mxl= �I 1 I - WPi 6 STM � W SPN 2 SPACE <_ _ SPACE NOTE 1. EET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DESIGN. 2. STREET TREE LOCATIONS SHALL BE PROVIDED AT REQUIRED SPACING W1TH FINAL DESIGN. 3. WATER LINES SHOWN ARE CONCEPTUAL FINAL DESIGN SHALL BE COMPLETED BY SPRINGFIELD UTILITY BOARD (SUB). 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. FINAL FIRE HYDRANT LOCATIONS SHALL BE APPROVED BY EUGENE SPRINGFIELD FIRE. 5. PER SECTION 503.1.1 OF THE SPRINGFIELD FIRE CODE, FIRE SUPPRESSION SPRINKLERS SHALL BE PROVIDED FOR ANY SINGLE -UNIT DETACHED LOTS WHERE THE FURTHEST POINT OF THE BUILDING EXCEEDS 150' FROM A FIRE ACCESS ROAD. 6. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. ANO PARKING SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. 7. AN UNDERGROUND ELECTRICAL SYSTEM CONNECTION SHALL BE PROVIDED BETWEEN PHASE 1B AND/OR PHASE 5 AND THE EUGENE WATER AND ELECTRICAL BOARD (EWEB) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION SHALL BE COORDINATED WITH SUB AND EWER. N SCALE: 1 "= 50 FEET 60 0 12 25 60 ORIGINAL PAGE SIZE: 22* x 340 fn W x a II x EE EI c pO O TAX LOT 1600 i TAX MAP 17032511 / / TAX MAP 17032511 TAX LOT 900 TAX LOT 1000 TAX LOT 800 TAX MAP 17032444 TAX MAP 17032444 TAX LOT 700 TAX MAP 17032444 -- TAX MAP 17032444 -- �`-- _..�tNEWAZER TAX WLT _ Mxl= �I 1 I - WPi 6 STM � W SPN 2 SPACE <_ _ SPACE NOTE 1. EET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DESIGN. 2. STREET TREE LOCATIONS SHALL BE PROVIDED AT REQUIRED SPACING W1TH FINAL DESIGN. 3. WATER LINES SHOWN ARE CONCEPTUAL FINAL DESIGN SHALL BE COMPLETED BY SPRINGFIELD UTILITY BOARD (SUB). 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. FINAL FIRE HYDRANT LOCATIONS SHALL BE APPROVED BY EUGENE SPRINGFIELD FIRE. 5. PER SECTION 503.1.1 OF THE SPRINGFIELD FIRE CODE, FIRE SUPPRESSION SPRINKLERS SHALL BE PROVIDED FOR ANY SINGLE -UNIT DETACHED LOTS WHERE THE FURTHEST POINT OF THE BUILDING EXCEEDS 150' FROM A FIRE ACCESS ROAD. 6. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. ANO PARKING SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. 7. AN UNDERGROUND ELECTRICAL SYSTEM CONNECTION SHALL BE PROVIDED BETWEEN PHASE 1B AND/OR PHASE 5 AND THE EUGENE WATER AND ELECTRICAL BOARD (EWEB) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION SHALL BE COORDINATED WITH SUB AND EWER. N SCALE: 1 "= 50 FEET 60 0 12 25 60 ORIGINAL PAGE SIZE: 22* x 340 a J r J `W r 00 0 W 0 cc LU 0 G Q j W Z0 - - LL -v z W a a u PROFESS L LAND YOR Vm:11131>1Y JOB NUMBER: fn W 04/21/2021 W � DRANK BY: U � _TP ¢ r � U U W r Q U a W a a a Z W yo z z Z a N Z_ ¢ LLp ] Z c5 "LL w ayzrvi w N b�3�a 0 33 z 0 yynrna a J r J `W r 00 0 W 0 cc LU 0 G Q j W Z0 - - LL -v z W a a u PROFESS L LAND YOR Vm:11131>1Y JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: _TP sm MAP 17023021 TAX LOT 5800 CONNECT TO ASN EXISTING WATER MAIN I > I 1 I i WAi V_STKELT a 1 1 • SiM svl — - 1 - 1 I 1 EXISTINNDHAOTHIS 224 LOCAIIO�ALLNLYBE 203 In .� I IMPACTED DURING PHASE 3 0 FRONTAGE IMPROVEMENTS o 202 204 225 _ TAX MAP 170230 ~ 1 1 r - --- .$ TAX LOT 1044 ¢ � I I 201 JQ 1 I I I I I I III E% ISTING226 199 200 WAS1EwA lER V 197 198 TAX LOT - 109196 WI 227 194 195 TAX MAP 17023021 193 192 a 181 207 I 178 Q 11 I HI i 228 I I W w - 177 > 1 -A- ...... _ — - 176 1 7 ', W ____ 175 ) I p 208 N 173 174 i- Q ' I I 229 1 172 114' d. 'i 217 216 215 214 I 1 I 170 1 1W 11 219 218 1 ' 1 x 169 1 U J I 220 209 1 1 1 I Cf _ 168 ( 1 221 I 1 z3o I C EXISTING GAS LINE 167 WATER MAIN (TYP) , W 1 223 222 I. I I a ' t1 'i 179 1 ' 1 I TAX MAP 17023021 180 11 1 _ _____ _ 2 182 181 1 _ _ 'rla wT _ 213 ' ( 31 I I I yl TAX LOT 200 I ' 184 183 1, 1 i= -PT - 212 1 1 20. PSD — 211 i 1 _ — 1 187 186 185 WASTEWATER MANHOLE (TYP)._ `` 188 li -. --- - 189 190 _ - \ ' __wr __ ...,, .. .. 1 STOtMWATER F zoo 239 2 ® AX LOT 30 244 236 --} �`. �4r ` 242 `. 1 1 1 I i I �I IOa _ - 1 _ — L TAX MAP 17023021 . ..... 283 282 111 1 235 — 286 285 1 STREET,... -------------------- ---_ WASIEWATER MAIN (TYP) 91 290 289 288 STORM .DRAIN MAIN28(T0 P) I STIORM DRAINI 233 I4I - 2STREET LIGHT (TYP) I 296 292 250 295 294 247 251 232 'STORM 281 246 246 252 CULVERT MANHOLE (TYP) 258 IT1I II M 297 253 — 1 1 1 254 N'r � I 1 � s TAX LOT 1900 299 279 m� ewl -- -- WT -- ----'' - 1 ; 259 TAX MAP 17023021 1– w TRACT — — — \ I N STORMWATER FACIUtt — — / - _ T ' _ -= S STREET w — — '___-- __-- -- 'WASTEWATER MAIN (lYP) `� . Nx —� �� 260 278 i;. i sell , �.: EXISTING DRAINAGE DITCH ; ;: ,� ; I �`` � I TAX LOT 1800 0 0 300 299 PIERCE DITCHSTORM DRAIN MAIN (TYP) i i CATCH BASIN (�) :' TRACT E TAX MAP 17023021 N s , � C 274 273 272 271 -- -- PRIVATE DRIVE I I Jo g 277 276 275 270 269 266 265 264 263 261 ' iEXISTING STORM _ 262 / DRAIN MAIN —{ Q g I IIS TAX LOT 4300 — — I <— TAX MAP 17023021 ... ,., ;,... ., aLumr 1 - -- - <—rte ' I �T� NOTES I 1. STREET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE / _ I .§A WITH FINAL DESIGN. 2. STREET TREE LOCATIONS SHALL BE PROVIDED AT REQUIRED SPACING WITH FINAL DESIGN. 3. WATER LINES SHOWN ARE CONCEPTUAL. FINAL DESIGN SHALL BE COMPLETED BY SPRINGFIELD UTILITY BOARD (SUB). 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. FINAL FIRE HYDRANT LOCATIONS SHALL BE APPROVED BY EUGENE SPRINGFIELD FIRE. 5. PER SECTION 503.1.1 OF THE SPRINGFIELD FIRE CODE, FIRE SUPPRESSION SPRINKLERS SHALL BE PROVIDED FOR ANY SINGLE -UNIT DETACHED LOTS WHERE THE FURTHEST POINT OF THE BUILDING EXCEEDS 150' FROM A FIRE ACCESS ROAD. 6. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. 'NO PARKING' SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE 7. AN UNDERGROUND ELECTRICAL SYSTEM CONNECTION SHALL BE PROVIDED BETWEEN PHASE 1B AND/OR PHASE 5 AND THE EUGENE WATER AND ELECTRICAL BOARD (EWER) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION SHALL BE COORDINATED WITH SUB AND EWEB. N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE 22' x 3r a a F_ J Lu F_ {/ 00 0 2 Li W LU 0 Q j W Z LL C— 0 G -v z W a a can REGISTERED PROFESS L LAND YOR 1:111117L1131aY JOB NUMBER: fn W 04/21/2021 W � DRANK BY: U � _TP ¢ r � U U W r Q U Q Q a Q Q U Z y ro z z Z Q N Z ¢ LLp DZ `) z z�� z a w �ioin53 w � aNFY N N Z tyynrna""33 Z O a a F_ J Lu F_ {/ 00 0 2 Li W LU 0 Q j W Z LL C— 0 G -v z W a a can REGISTERED PROFESS L LAND YOR 1:111117L1131aY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: _TP T. � _ mem=. I I - ----- 071-0 STREET CTRICAL - -- � WpTER AND ELE Tuwiom---EruGENE 9 m j" ME — - ------------ BEGR1 STREET IMPROVEMENTS - - - - �F- -MATCH EXISTING STA 24+21.78 FENYA STREET ) STREET IMPROVEMENTS 1 31+39.61 FENYA STREE STA 14+32.47 26TH GOOF �l 1 J/ 1 END STREET IMPROVEMENTS STA 24+01.40 -26TH LOOP A 25+57.39 FENYA STREET I I I I I I V STREET - OL–GL INTEF STA 24+56.10 U END STREET IMPROVEMENTS STA 16+06.08 28TH PLACE STA = 5 V m Im,m I � I I iY 1� •i' I. sal 1•r-----_. �J 1 '111 f. 1{i; 111 . 1 •. ,. , � i,9x CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 10+00.00 S STREET = STA 19+65.63 PIERCE PARKWAY — -- I Ll —ear I I TYPICAL COLLECTOR STREET SECTION CONCRETE SIDEWALK STANDARD CURB 1- – – -- III SCALE: 1'=10' AND GUTTER w I V STREET \� F Tu un moi 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH Q TURNAROUNDS SHALL BE PROVIDED AT SIDES OF V STREET, FROM 31ST ST TO THE INTERSECTION PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO Q TO MEET FIRE DEPARTMENT REQUIREMENTS. PARKING ON EITHER SIDE OF THE STREET W W a 3e I STA 32+23.40 V STREET 5i §7111 LOOP INTERSECTION TO a1 END STREET,IMPROVEMENTS / MARCOLA ROAD. K' @ikP. BE PROVIDED FOR PHASES WHENEVER z I M = STA 31+91.50 U STREET 8. §, m:� BEGIN STREET IMPROVEMENTS/ 6.�k�$B STOP SIGNS AND STOP BAR PAVEMENT SCALE: 1 FEET 3. PARKING SHALL BE ALLOWED ON ONE SIDE STRIPING. ; OF 28 FOOT WIDE STREETS. 'NO PARKING *mw = STA 10+00.00 26TH LOOP �6 I '�. 8. 91 CONSTRUCTED AT LOCAL STREET ORIGINAL PAGE SIZE 22' x 34' INTERSECTIONS ALONG V STREET FOR Tm�® N TRAFFIC CALMING PURPOSES. 0 . Z I 0 yynrna r Tfd= i 1 END STREET IMPROVEMENTS STA 24+01.40 -26TH LOOP A 25+57.39 FENYA STREET I I I I I I V STREET - OL–GL INTEF STA 24+56.10 U END STREET IMPROVEMENTS STA 16+06.08 28TH PLACE STA = 5 V m Im,m I � I I iY 1� •i' I. sal 1•r-----_. �J 1 '111 f. 1{i; 111 . 1 •. ,. , � i,9x CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 10+00.00 S STREET = STA 19+65.63 PIERCE PARKWAY — -- I Ll —ear I I TYPICAL COLLECTOR STREET SECTION CONCRETE SIDEWALK STANDARD CURB 1- – – -- III SCALE: 1'=10' AND GUTTER II I V STREET Li NOTES: 1. TEMPORARY GRAVEL EMERGENCY VEHICLE -__ --------- _____— II =__ -------- II it II W tl IN II � u ;> II y I T,7 L ----- I I t I II T t Tom N Ere --- I 0.50— 1.00' 5.00' 4.50' —, 2� MAX I T1— I F150% RPAVED WIDTH —i 7.00' PUE r VARIES 24.0' TYP �1 0.50' I 5.00' 4.50' ¢ -'41 A/C PAVEMENT 1'50% 2 00% i CONCRETE SIDEWALK PLANTER STRIP BASE ROCK STANDARD CURB NATIVE BACKFILL AND GUTTER TYPICAL COLLECTOR HALF -STREET SECTION SCALE: 1'=10' 31ST STREET 28TH STREET V STREET R/W R/W 7.00' PUE 50.00' R/W 7.00' PUE I— 1 0.50'— 28.00' PAVED WIDTH 0.50' 1 5.00' 4.50' EL 4.50' 5.00' 1.00'--B 14.00'— 14.00r E--1.00' 7 1.50% 2.00% / A/2.00%VEMENi 1.50% I 5;1M0 i � PLANTER STRIP) � 7CONCRETE SUBGRADE SIDEWALK TYPICAL LOCAL STREET SECTION STANDARD CURB SCALE: 1'=10' AND GUTTER S STREET U STREET W STREET FENYA STREET PIERCE PARKWAY 26TH LOOP 28TH PLACE 30TH PLACE —70.00' R/W- 48.00' PAVED WIDTH I A/C PAVEMENT 2.00% f 2.00% 7.00' PUE �— 5.00' Iv��� 1.50% I ut U0 / -- I — —ear W � TYPICAL COLLECTOR STREET SECTION CONCRETE SIDEWALK STANDARD CURB 1- – – -- --r-1--t—�— SCALE: 1'=10' AND GUTTER II I V STREET Li NOTES: 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH Q TURNAROUNDS SHALL BE PROVIDED AT SIDES OF V STREET, FROM 31ST ST TO THE PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO Q TO MEET FIRE DEPARTMENT REQUIREMENTS. PARKING ON EITHER SIDE OF THE STREET W W a 3e 8e S+ 5i §7111 LOOP INTERSECTION TO a1 '3 N,5 MARCOLA ROAD. K' @ikP. BE PROVIDED FOR PHASES WHENEVER z Z Z a NECESSARY TO MEET FIRE DEPARTMENT 5. LOCAL STREET INTERSECTIONS ALONG V 8. §, 80 ^.�� 5. � 6.�k�$B STOP SIGNS AND STOP BAR PAVEMENT SCALE: 1 FEET 3. PARKING SHALL BE ALLOWED ON ONE SIDE STRIPING. N OF 28 FOOT WIDE STREETS. 'NO PARKING $8 �4 �6 �. '�. 8. 91 Tom N Ere --- I 0.50— 1.00' 5.00' 4.50' —, 2� MAX I T1— I F150% RPAVED WIDTH —i 7.00' PUE r VARIES 24.0' TYP �1 0.50' I 5.00' 4.50' ¢ -'41 A/C PAVEMENT 1'50% 2 00% i CONCRETE SIDEWALK PLANTER STRIP BASE ROCK STANDARD CURB NATIVE BACKFILL AND GUTTER TYPICAL COLLECTOR HALF -STREET SECTION SCALE: 1'=10' 31ST STREET 28TH STREET V STREET R/W R/W 7.00' PUE 50.00' R/W 7.00' PUE I— 1 0.50'— 28.00' PAVED WIDTH 0.50' 1 5.00' 4.50' EL 4.50' 5.00' 1.00'--B 14.00'— 14.00r E--1.00' 7 1.50% 2.00% / A/2.00%VEMENi 1.50% I 5;1M0 i � PLANTER STRIP) � 7CONCRETE SUBGRADE SIDEWALK TYPICAL LOCAL STREET SECTION STANDARD CURB SCALE: 1'=10' AND GUTTER S STREET U STREET W STREET FENYA STREET PIERCE PARKWAY 26TH LOOP 28TH PLACE 30TH PLACE —70.00' R/W- 48.00' PAVED WIDTH I A/C PAVEMENT 2.00% f 2.00% 7.00' PUE �— 5.00' Iv��� 1.50% I ut U0 / z 0 W V) 0 U r Q a� z / 0� W 0 (3 LuF- Cj) w 0 �G Q j Q j W Z O 0 -v z Lu a� u REGISTERED PROFESS L LAND YOR Vm:111:113fi JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -08 PLANTER STRIP BASE ROCK SUBGRADE W W � TYPICAL COLLECTOR STREET SECTION CONCRETE SIDEWALK STANDARD CURB 1- ¢ 1- SCALE: 1'=10' AND GUTTER II I V STREET Li NOTES: 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH Q TURNAROUNDS SHALL BE PROVIDED AT SIDES OF V STREET, FROM 31ST ST TO THE PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO Q TO MEET FIRE DEPARTMENT REQUIREMENTS. PARKING ON EITHER SIDE OF THE STREET W W a SHALL BE ALLOWED FROM THE USTREET/26TH 2. TEMPORARY GRAVEL SECONDARY LOOP INTERSECTION TO z EMERGENCY VEHICLE ACCESS ROADS SHALL MARCOLA ROAD. o BE PROVIDED FOR PHASES WHENEVER z Z Z a NECESSARY TO MEET FIRE DEPARTMENT 5. LOCAL STREET INTERSECTIONS ALONG V REQUIREMENTS. STREET SHALL BE STOP CONTROLLED WITH "=150 STOP SIGNS AND STOP BAR PAVEMENT SCALE: 1 FEET 3. PARKING SHALL BE ALLOWED ON ONE SIDE STRIPING. N OF 28 FOOT WIDE STREETS. 'NO PARKING SIGNS SHALL BE UTILIZED TO INDICATE 6. CURB EXTENSION BULB -OUTS SHALL BEIso 0 3o i5 190 WHICH SIDE. CONSTRUCTED AT LOCAL STREET ORIGINAL PAGE SIZE 22' x 34' INTERSECTIONS ALONG V STREET FOR W N TRAFFIC CALMING PURPOSES. 0 z 0 W V) 0 U r Q a� z / 0� W 0 (3 LuF- Cj) w 0 �G Q j Q j W Z O 0 -v z Lu a� u REGISTERED PROFESS L LAND YOR Vm:111:113fi JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -08 fn W W � U 1- ¢ 1- � U U W r Q U Q W W a a z y o yo z Z Z a LLp ] ��N N 6Z � � z "LL W 14NZN W N 253 0 33 Z I 0 yynrna z 0 W V) 0 U r Q a� z / 0� W 0 (3 LuF- Cj) w 0 �G Q j Q j W Z O 0 -v z Lu a� u REGISTERED PROFESS L LAND YOR Vm:111:113fi JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -08 TAX LOT 900 TAX LOT 1000 o TAX MAP 17032444 TAX LOT 800 TAX MP 1732444 o TAX MP 17032444 �_------ TAX LOT 700 -- -- o = TAX LOT 600 TAX MP 17032444 "" -"---" o TAX LOT 500 TAX MAP 17032444 ___ ---" - T 2O0 s1 ~ Q TAX MAP 17032444 - TA% MP�17032512 52 Ft AND ------- -"-------- EUGENE W ATE ARD -- _ --------------- --------- --------------------------- ELECTRICAL B TRACTc 1 " ---" STORMWATER FACILITY i ____-- 428 429 430 431 432 --- M 1 426 427 424 425 - _ 421 422 423 . 1 TAX LOT 300 418 41 --- - _-- _- _ 9 4zo + R -Sova I TAX MAP 17032511 �� �-1 4234"E 4� ---- _ _I- 0.50 CURB __ _ �1 54 _ N81 83 � TRACTK .. � �- -_ _ __' 403 1I � - PRIVATE DRIVE .. ..... '�Op _ __ _ _= 1 Od DRI AY (TYP) 405 404 , 1 , ----- 4.50' PLANTER STRIP 407 406 50.00' ROW' �' 434 55 ', I 417 1 i 409 408 410 TAX LOT 400 , 1 ' i 413 412 411 jl w7 i 435 56 II TAX MAP 17032511 416 + i ala- CL -CL INTERSECTION ( To 1 ` 1' - ------' o = END STREET IMPROVEMENTS 415 T ' 399 STA 24+01 40 26TH LOOP ) 1 ,_--_}- TAXXM Po17 2501 396 397 - STA 25+57.39 FENYA STREET , 1 j _ ,..., 1174. %- 394 395 - _ .. 24+ 0 581'42'34" _I ' o _____ TAX LOT 500 390 o 392 393 - — _1� 4+00 I _ ------ TAX MAP 17032511 ii 391-- -- _. —' NyASTREET ------ 1 TAX LOT 600 389 i I 5.00' SIDEWALK _ -- �E -- ... 50:00'-1-- "---- - -- - ---- '1 •= I s7 58 59 60 TAX MP 17032511 CL -CL INTERSECTION-- W 58222 0.50 CURB -4.5d PLANTER STRIP , 1 i END STREET IMPROVEMENTS , - 5814234"� -1� ,. --" 437 I II�STA 31+39.61 FENYA STREET _ _ -yam 439 438 I , ' = STA 14+32.47 26TH LOOP - _ 14— - - _ - - 441 440 1 _ , b = 442 1 I TAX LOT 700 387 O I -- 28.DO' ---- 443 446 44s 44a I TAX MP 17032511 J + } a PAVED WIDTH 376 377 , L9 374 375 �� 164 386 N I - 371 372 373 ' 1 'i 166 165 TAX LOT 800 i 349 TA% MAP 17032511 1 1" 370 , 352 351 350 _ ---- 1 1 I 385 i 28.00' 354 353 CL -CL INTERSECTION � � 1 ��� - ' AVSD WIDTH 356 355 STA 24+99.06 V STREET ' d 357 = STA 12+60.00 28THPLAC I - B.Od PARKING LANE (TYP) - TAX LOT 900 384 i + y- i 369 � 4 � 359 3� � ___ _ _-- - W TAX MP 17032511 > 360 - ----- F i I 361 6.00' IRE LANE (TYP) 4"E��-F vvvvv-v-._ 25 00 1 383 366 4.50' I i 362 S _ ----'--""J--T }- - _ _-- 1 U TAX LOT 1000 PLANTER 363 367 10.00' 7RAV11 LANE (TYP) - - + - + -___- TAX MAP 17032511 STRIP , _ _------ 382 ' 364 48.00' " k - - 1 i 168 PAVED1-4.50 PLANTER STRIPWIDTH 167 ' 366338 ) 337 24.00 1 } 1 5.00' SIDEWALK - - I 3 •'- A\� x\ SHARED DRIVEWAY (TYP) 339 W i o R\'11� 0 "Sgk�O 341 340 381 5.00' SIDEWALK 10.00' WIDE 365 845 344 343 342 J 1 1 1 TAX LOT 1100 a TAX MP 17032511 PEDESTRIAN PATH x` ♦ T 346 �.. 347189 190 1 I N 189 1 380 TAX LOT 1200 `�`. � `�` ' � a � 348 336 TAX MAP 17032511 \ - ,_. H� � � � � ;. � 334 335 379 b��y" ±oO 332 333 CL -CL INTERSECTION �--" ------ ----- 22 330 STA 24+56.10 U STREET i a 20.00 28 +TH PLACE - • q-@ INTERSECTION 328 329 STA 15 + 378 , , r� `. STA 32+23.40 V STREET 327 END STREET IMPROVEMEN75 326 - 1� STA 31+91.50 U STREET 325 ------- TAX LOT 1300 BEGIN STREET IMPROVEMENTS i` " _�_` - TAX MAP 17032511 STA 10+00;00 26TH LOOP ------- 496.95 496.9 2-9-6 050 CURB 304RAC '321 Yom -1751 STREET TIPM IMPROVEMENTS AClln R-200�---STA 16+06.08 28TH PLACE 11 297 -- V STREET ;1 s r TAX MP 17032511 i ------ ---""_ - - � � /� `�`_' - "4.50' PLANTER S1RIP 303 ,` ,: /- - -, 320 i o ! 318 808 307 306 305 •� i o x o 317 311 310 309 �� 298 71iACTlye i 316 315 314 313 312 OPEN SP - - - - OP319 302 i 301 300 WIDE • ;.,. PEDESTRIAN PATH /- ` • ;., .. .: ., .. ACT HCE SP N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE 22' x 34' a acl) z � o W o Lu U) w o cca i a J w Z LL C— O V G —v z W a a 2 co REGISTERED PROFESS L LAND YOR M45MMERY B. HURLEY 58542LS RENEWS: fn W 7736 W � DESIGNED BY: U 1- AC ¢ r � U U W r Q U a a a a a U Z y � o yo z Z a N Z ¢ LLo � z z�� z a c5 ayzhN W N tyynrna""33 Z O a acl) z � o W o Lu U) w o cca i a J w Z LL C— O V G —v z W a a 2 co REGISTERED PROFESS L LAND YOR M45MMERY B. HURLEY 58542LS RENEWS: 6/30/21 JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP 04 __-I -- 124 125 126 127 128 129 I I _-- I$ 13s TAX LOT 5800 121 122 136 d p I joo �I I TAX MAP 17023(121 __�1--�'{y— .. •._. __ d C� 119 138 137 30 - 1 I I __ _____ - I 118 I IfO CL CL INTERSEC710N I ':1 I . ' I GIN I NTS I I 1 I BE SREET NPROVEME - t I STA 10+00.00 V SREET -- ____ D 111 112 113 114 it ', 1 142 ` 143 p d � 1 109 110 II 1 { 145 144 _ V STREET - - L 59 I _ _ 10}DO D 60 1 II 147 146 --__- .,... k }._. ,.. �'— .. 18, 1...,,.. ,.... .. ... 1 1'1 Iso 149 148 �-- - - 156 155 154 153 152 1 I .._.I 1 k 203 224 - - I CL INTERSECTION -- _ -1 ATr=- i 1 i I I 'STA 14+24.39 30TH PLACE o ® 159 _ _1sI8_ _1_57: -� 1I I - i I I I � STA 11+55G.0S6I V STREET E T 161 160 163 162 225 T I i TAX LOT 104 164 202 TAX MPP 17023021 165 +8 201 205 226 m - 200I Jill199 206198 196 197 I I 195 227 1 1 AX LOT 109 -1- - 1 194QI CL INTERSECTION li 193 a + i TAX MPP 17023021 STA 18+2150 V SREET'i i 191 192 1 _ I I i = STA 14+90.00 PIERCE PARKWAY 1 1 207 = I I I I F 1 22a 178 I 1 F I i W - STRE r� a W i T 176 117 Q o� 19 M ¢ J 174 175 > 1 N 1 ; p //� \ 208 I a I F 173 7Y i 3 I I I 229 I I I p1 172 �' 1 `�'' 1 217 216 215 214 I I Z Q. z1a 1 168 169 170 W 11 a 1 .`. 1 221 220 219 209 i ' 230 I - M 167 Ci i 223 222 CL -CL INTERSECTION CL i STA 11+78.86 U SREET i ''v I i ; I TAX LOT 200 179 Ul'' 1 -� u I TAX MAP 17023021 180 1 5.00' SIDEWALK ----- - 213 STA 17+05.95 S SREET I 231 I I 0 11 I 181 _28.00' PAVED 'MDiH 1 183 182 CL -CL INTERSECTION '� ' 1`— _ 212 ( ;� 1 20.00' I N 184 STA 17+78.01 U SREET- +� - �- �_ 0 0 46' 21 I PSOE 185 186 STA 17+50.00 PIERCE PARKVIAY I 581'42_344-.F' 0'0 210 187 __.. 189 _ ..TR -- - � � II 190 _ - - .. .., _ — +00 I - S70RMWAlER FApUTf I I I o EET I CL - CL INTERSECTION I < 5.00' SIDEWALK V $TR - 050' CURB S1 1 y\ - --- .. .. 677.62' 1- _ _ --- _ 240 239 - - 581'4W :� - - 243 242 241 238 23 236 _ - - ---- _ _ 1 A - -jJITTI STRE ��`��- 11111 2 R �ZOS.gg, ' BSTA 21++38.10 31 T STREET * T % MA AX o 7023021 11 �`. STA' 1 —4-- * - - -4.50 PLANIER STRIP zas za4 za3 282 111 zl ; z35 00 $�— - — _ _ - - 234 - --- - za7 286 1 i , Nearoz'os'M s3' 1 o U STREET .. ----- . oto 291 290 289 288 11 .6 i 233 296 294 293 292 i SIII ° : 247 248 249 250 251 232 I 256 .�\ 295 281 I 246 246 252 ' 1 0 o 1 I CL -CL INTERSECTION 050' CURB 257 258 I 1TT ry o BEGIN STREET IMPROVEMENTS ---- 297 280 - I STA 10+00.00 S STREET PAR 254�^- x STA 19+65.63 PIERCE .. _ KWA p 10+Q i _ . L 9 Bi 255 I— R=1s . 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HURLEY 58542LS RENEWS: 6/30/21 JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP OTTO STREET 166 bK rr WA W STREET _ O W oED - a- � INN TZ # V PIERCE PARKWAY' MARCOLA ROAD L gal, . ti j V STREET - -- U STREET O H . -T. . _ O W oED - a- � INN TZ # V PIERCE PARKWAY' MARCOLA ROAD L gal, . ti j V STREET - -- U STREET N SCALE: 1"=150 FEET 150 0 30 75 150 O H InW � U � U a a F a a� � = O y C C7 Z To 2 J W Z �N ¢ s �o W z N SCALE: 1"=150 FEET 150 0 30 75 150 Q acf) z Q�o o 0 cra c 0 � O O0< w M J- O LL QU � z w 5a /te a Q G V/ REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09 O H InW � U Q acf) z Q�o o 0 cra c 0 � O O0< w M J- O LL QU � z w 5a /te a Q G V/ REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09 O H � U a a F a a� � = O y C C7 Z To 2 J W Z �N ¢ �o W z � d pz_pGG�m Z G1io znw ¢ ¢ �3zzov W ZNFioY ¢3 ? W y o < @ R �LL ye 33 W Q acf) z Q�o o 0 cra c 0 � O O0< w M J- O LL QU � z w 5a /te a Q G V/ REGISTERED PROFESS L LAND YOR B. HURLEY JOB NUMBER: 7736 DATE: 04/21/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09