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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/25/2021TENTATIVE 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 GOODELL 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 COVER SHEET WITH VICINITY MAP PO -02 EXISTING CONDITIONS PLAN PO -02A EXISTING CONDITIONS PLAN PO -02B EXISTING CONDITIONS PLAN PO -02C EXISTING CONDITIONS PLAN PO -03 CONCEPTUAL FINAL MASTER PLAN PO -04 PHASING PLAN AND SITE OVERVIEW PO -05A PRELIMINARY SUBDIVISION PLAT PO -05B PRELIMINARY SUBDIVISION PLAT PO -06 PRELIMINARY GRADING PLAN PO -07A PRELIMINARY COMPOSITE UTILITY PLAN PO -07B PRELIMINARY COMPOSITE UTILITY PLAN PO -08 PRELIMINARY STREET PLAN WITH CROSS SECTIONS PO -08A PRELIMINARY STREET PLAN PO -08B 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 F 0 W N W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR [:N:ll1N1i7 JOB NUMBER: 0111 DATE: 0 conW AC DRAM BY: AC � LEGEND � U EXISTING PROPOSED a EXISTING PROPOSED F a DECIDUOUS TREE O + STORM DRAIN CLEAN OUT o 0 CONIFEROUS TREE � �Z STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN ❑ ❑ o J �^ FIRE HYDRANT A STORM DRAIN MANHOLE ® 0 ¢ Z_ WATER BLOWOFF P 1 GAS METER 0 O Z � o 0 WATER METER o ® GAS VALVE Ill bl Z3z�v WATER VALVE cN N GUY WIRE ANCHOR W rn 2 O DOUBLE CHECK VALVE ® e3 UTILITY POLE o* AIR RELEASE VALVE ff POWER VAULT EE] ED SANITARY SEWER CLEAN OUT 0 o POWER JUNCTION BOX o 0 SANITARY SEWER MANHOLE O ® POWER PEDESTAL ■ SIGN T COMMUNICATIONS VAULT STREET LIGHT p XB COMMUNICATIONS JUNCTION BOX p • MAILBOX ® COMMUNICATIONS RISER o XI TI PROPOSED RIGHT-OF-WAY LINE - - - - - - - - — BOUNDARY LINE PROPERTY LINE CENTERLINE - - - - - - DITCH > CURB EDGE OF PAVEMENT EASEMENT FENCE LINE x*• x*• x*• GRAVEL EDGE .......................... POWER LINE - - - - P» - - - - P» - OVERHEAD WIRE COMMUNICATIONS LINE - - - —Co.— - - ow —Cou— Com— FIBER FIBER OPTIC LINE - - - - CFO - - - - Cro - - - CFO CFO - GAS LINE - - - - us— — STORM DRAIN LINE - - - - sn - - - - sn - SANITARY SEWER LINE - - - —su,— - - —su,— WATER LINE — — — —WT— — — —WT— ar -1 ■ M a cl) Q ch � a �i Z �a > �a O F 0 W N W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR [:N:ll1N1i7 JOB NUMBER: 0111 DATE: 0 conW AC DRAM BY: AC � U ■ M a cl) Q ch � a �i Z �a > �a O F 0 W N W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR [:N:ll1N1i7 JOB NUMBER: 0111 DATE: 05/11/2021 DESIGNED BY: AC DRAM BY: AC CHECKED BY: LTP � U a a F a a� y C � �Z YO 2 J �^ a yN ¢ Z_ Z r ry o y Z Z � o 0 J a stern Z ,"1io�C�„ w Z3z�v ¢CC W W N F o Y Z W rn 2 O ■ M a cl) Q ch � a �i Z �a > �a O F 0 W N W > O r Lu = J N W_ cn 0 > LL Ct LU �a Z D aw a U H cn PROFESS L LAND YOR [:N:ll1N1i7 JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRAM BY: AC CHECKED BY: LTP PO -01 I' 1~ WELLHEAD - ZONE 5 -467 -_s PIERCE WELLHEAD --ja— ATER - --—19p�SO8'17'26°E 90.00'— r- - EUGE_ /S\ 3 °W 15.60' - - — — UG - -""'� -467 —467 - - J _, 50817'26"E 140.00'--� �.\ g�N81'42'34"E 120.0 �- A6466�467 5 A6 -� SEE SHEET P02A �J SD6,7'26j'��D'- Af�JUSTED ( \ Y�(' ^ / i N8�'42'34°E 25.00'- �� �, l T LOT 1803 SO8'17'26"E 84.38' V467—II 1 ( \ \ ' / ( 1 ` 6a AREA: M 72.2AP 8 ACRES N81'42'34"E 73.98 Sol IO2"E- r 909.63' \ _ ¢66 j \46� �A66\ °6\ J Abs b`D�' „^�. i f 5015755"W 217.51 \ \/ %46d \ 1 / WELLHEAD \- ZONE 1 � � J N88'02'05"W 5.00'i I S0157'55"W 376.34' 'SEE SHEET P02C ��J SEE SHEET P02B , WZONEE2D � 469—, \4a9 b^o \ \>0\ \ 1 ---> \ 472— I�I q60� NB\ "W 113.05' A6 / 472 J r 471407 . -4 I - -. 471 EX SAN CO ' IE B ND: 4 4t W STREET = �U STREET I— N SCALE: 1"=150 FEET 150 0 30 75 150 NOTES• 1. VERTICAL DATUM: ELEVATIONS ARE BASED ON NCS BENCHMARK NO. 01 ALSO BEING LANE COUNTY BENCHMARK N0, 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 418.11 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. 2020-P2972 AND MARCOLA MEADOWS PHASE 1A PLAT IS NOT AVAILABLE ONLINE. TAX LOT INFORMATION PRIOR TO PLATTING 15 SHOWN FOR REFERENCE. CURVE TABLE CURVE RADIUS I DELTA LENGTH CHORD Cl 365.00' 1 64'07'14° 408.48' 534.01.32"W 387.49- a Z ZQ o O Lu � LU 0 Z °aW � J /LL LZ O V r xa a Lu vi PROFESS L LAND S YOR JOB NUMBER. 0 WIC 05/11/2021 DESIGNED BY.- Y:DRAM cc CC CHECKED BY: MAD a Z ZQ o O Lu � LU 0 Z °aW � J /LL LZ O V r xa a Lu vi PROFESS L LAND S YOR JOB NUMBER. 0 f 05/11/2021 DESIGNED BY.- Y:DRAM DRAMBY: CC CHECKED BY: MAD Q U Q Q a Q Q Zn � O J Z Q YO Z Z V<g O CS J a Z`sO U C WSOzi, ? Q yZj Lu aNzn LU N W o jNaY Np ¢r CS cc W LL a Z ZQ o O Lu � LU 0 Z °aW � J /LL LZ O V r xa a Lu vi PROFESS L LAND S YOR JOB NUMBER. 7736 DATE: 05/11/2021 DESIGNED BY.- Y:DRAM DRAMBY: CC CHECKED BY: MAD 0•�J— I � I \ 05/11/2021 j TAX LOT 2200 TAX MAP 17032444 PIERCE WELLHEAD TAX LOT 2300 TAX MAP 17032444 TAX LOT 1500 TAX MAP 17021933 A�� PATH — _ L8LAP EX 18° CONC — ,__45'CULVERT ° STW—T IE: 462.38 NW -N,rw _'_60STREE ( ) �_------_ _ g_ 1 OTTO IE: 463.77(SE)—"a 16� ICE LOT 1000 — [ASPHALT TAX LOAP 17032444 -mw __o _ —_ p TAX MAP 1 ___-- _ TAX LOT 700O FENCELOT 600 TAX MAP 17032444 -_/'-TAX LAP 17032444 wae= _ — A LOT 200 — _ — —" — _ TAX MAP ., _ _ a+ ` _ w"' — �i� 467 N81'42'34°E 1955.62' 4 a - - _ -"- *A, — 467, TAX MAP 1703251Z..— < pTER D _ _ _ NE AN — — / FEN _ "°` _ PATH WOOD--n'am� 45° STEEL w",- - EV GE c RD i CTR►CAL BOA _ — — \ \�s 46s\ _ELE s���i- - =-ax+r w '— —466, 60° STEEL_ "., — — — w"�_ — — —46 I ` ' —467-- wAi— _ _ _ i I _ _—� _ \, �- —467 o WELLHEAD TAX LOT 300 I ZONE 1 // TAX MAP 17032511 \ I 7.00' PUBLIC LITY EASEMEN¶LI P R PLAT OF "AUSTIN \ ( ADJUSTED PARK SOUTH" I \ `� I \ TAX LOT 1803 TAX MAP 23000 \ % AREA: 72.28 ACRES3 TAX LOT 400 —467_ TAX MAP 17032511 TAX LOT 500 TAX MAP 17032511 MATCH LINE (SEE SHEET PO -02B) MATCH LINE (SEE SHEET PO -02B) N SCALE: 1"=50 FEET 50 0 10 25 50 ORIGINAL PAGE SZE: 22' . 39' a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F- U)� Z a Lu 2 PROFE LAND ; JOB NUMBER: O W 05/11/2021 DESGNEO BY.- Y:DRANK cc CC CHECKED BY: U a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F- U)� Z a Lu 2 PROFE LAND ; JOB NUMBER: O f 05/11/2021 DESGNEO BY.- Y:DRANK DRAMBY: CC CHECKED BY: MAD Q U Q Q a Q Q Z y � O J Z Q YO Z Z V<g O CS J a Z`sO U C K W ? Q¢ SO�()yZj a ,3: w N Nyp ¢rp CS cc W LL a a�cl) z z 0 O 00 w oLu O O V J0LL w z O 0 F- U)� Z a Lu 2 PROFE LAND ; JOB NUMBER: 7736 DATE: 05/11/2021 DESGNEO BY.- Y:DRANK DRAMBY: CC CHECKED BY: MAD PO -02A MATCH LINE (SEE SHEET PO -02A) - = = = = = = = = = = = = = = = = = = = TAOT 500 8 i \ ( \ N01 58'02"E TAX 17032511 Lo 909.63' TAX LOT I TAX MAP 11 1 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 I ROW o \466/ ,! V / Z z , � TAX LOT\�Y W TAX MAP 17032 I = TAX LOT 1200 TAX MAP 17032511 7.00' PUBLIC UTILITYI�I I EASEMENT PER PLAT OF "AUSTIN PARK cnuTP" CHAIN GATE TAX LOT 1300 TAX MAP 17032511 I � \ WELLHEAD TAX LOT 1400 ZONES TAX MAP 17032511 1 ' 13.00' DRAINAGE EASEMENT PER I i PLAT OF °AUSTIN y LL a6a� PARK SOUTH° o — WOOD FENCE i -----� 469- 468, ss-46 / / I / l WELLHEAD ZONE 1 WELLHEAD ZONE 2 113.05' MATCH LINE (SEE SHEET PO -02A) I 8 ADJUSTED \ \ TAX LOT 1803 S \ TAX MAP 17023000 \ — _ 1 AREA: 72.28 ACRES± l I X469----- \ 470--=== r-EcnGc UIIvmi ^\ — N SCALE: 1"=50 FEET 50 0 10 25 50 —470 EX 36" CMF •l Ln: J TREE TABLE TREE NUMBER TYPE DBH (IN.) 103386 CONIFEROUS 16 103387 DECIDUOUS 20 103388 DECIDUOUS 20 i I 1 3 1 Q a�cl) z zO O 00 w oF- LU O O V J w 00 LL z 0 F�/-� z V ) M�M I.V a Lu 2 cn PROFESS L LAND S YOR JOB NUMBER: o W 05/11/2021 En cc CC CHECKED BY: U Q a�cl) z zO O 00 w oF- LU O O V J w 00 LL z 0 F�/-� z V ) M�M I.V a Lu 2 cn PROFESS L LAND S YOR JOB NUMBER: o r 05/11/2021 DESGNED BY.- Y:DRANK DRAMBY: CC CHECKED BY: MAD Q U a a a a a Z y o JZ YO Z J Z ir 2 N a z�g Z Lu a3: N R W LL Q a�cl) z zO O 00 w oF- LU O O V J w 00 LL z 0 F�/-� z V ) M�M I.V a Lu 2 cn PROFESS L LAND S YOR JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY.- Y:DRANK DRAMBY: CC CHECKED BY: MAD r \ / EX SAN MH V / / \ RIM: 472.54- / IE IN: 467.53 (6"N) --INSIDE DROP-- IE ROP^ 1 J/N - > IE IN: 465.17 (a°E),>r�� ;,� / Vb T \� / IE IN: 465.01 (8"N)** 8"N)IE N'IN$1O DROP l 14"IC NCN _V- RE T _w / IE OUT: 64.95 (8"S) -54 - 3... 'ASP�iALTwRAMP X 54° C C I' EX STM MH L N - RIM- 472.79 r� IEa466.51/�II I I I IE IN: 467.02 (54"E) / /LN _ IE OUT:EX 467.02 (54"W) o a / RIM: /5472.74 III III I J� SUMP: 467.02 x IE IN: 466.79 (8'N)II I I p ,I TAX LOT 104 IE OUT: 46488 (8"S)II II II 30 35 �- I TAX MAP 17023021 ~ FOR MORE IN MAT N, I I� _ ASPHALT SEE AS -BUILT A��}}S F,y"yk� I �I I I DRIVEWAY PROJECT NUMB11�� R Fj202f5-- ' 10.00' PUBLIC EASEMEU'P �I tla� I Wi �.. EX 8" CPP TAX LOT 109 DOC. N0. 93 �00 6 II, I� I I i�� CULVERT TAX MAP 17023021 IE: 471.04 35' 35'i N < EX 12° CONIC I 1031 mCULVERT ADJUSTED IE: 470.56 \ / TAX LOT 1803 I I 103�� ' b 'I \Q6g \ TAX MAP 17023000 / I I EX SAN MH AREA: 72.28 ACRES± I I i I I RIM: 472.72 I'i IE IN: 464.75 (8"N (STUB)) 10311 ; r- IE IN: 464.72 (8"E) I IE OUT: 464.52 (8"S) 103111 ASPHALT ' \ ` -\ DRIVEWAY ^ � � I hh} � �) -� I TAX LOT 200 \ I I I' EX STM Cl TAX MAP 17023021 EX SAN MH�I I 103 I I EI OUT72470.18 (8"S) 58 RIM: (STUB) \ \ I IE IN: 464.16 464.0 1 (STUB) ! / SUMP: 468.58 ' \ 1169-1 IE I OUIT: 464.00 (8"S 18. P�II I 1 I I �I - - DRIVEWAY `I" q .� ASPHALT \� ' IE�4 8.7611 ,�� III IB"�C EX STM Cl CHAIN NK FEN O N RIM: 472.45 0 0 \ \ \ \ \ I I II IE IN: 470.08 (8 N) IE OUT: 469.89 W) O \ V A I I,���! I Q V SUMP: 468.47 x I I g�I TAX LOT 300 ¢ a IEUTFI' I I 1 TAX MAP 17023021 08 E: 467�I il° a°IPyc S if I 1 ` I l \a CONC R{472.15 n ' WELLHEAD \�\ �/ EX6I°GONG I qz II i I I sV T 40$ 0MW 2 VI UMP:LVERT ZONE 1 WELLHEAD IE 4 619, p EX STLCI ZONE 2 -T RIM: 472.26 \ \ 6 p IE OUT: 470.10 (12"W) 1q. III I p UMP: 469.22 EX SAN M 0 \ \ \ 14E4 DTTCl I I p I `' � RIM: 472.422 (8"E) o 0 1 IE OUT: 6. w)I� I \ \ \ I p IE IN: 463.16 (8"N) O a °110 IE OUT: 463.12 (8"S) --' TAX LOT 1900 \ \ I III / iol// / TAX MAP 17023021 ' / \ \ / I / ' �, v END OF LOCATES / \ \ WELLHEAD\ 10.00' PUBLIC UTILI YI I / 1:� CONCRETE / /�,' ,{ ! / I DRIVEWAY ZONE 5 EASEMENT PER Df)C I // '.I,: o / \ I I / \ v N0. 93-60p1� I /€, 63 ; TAX LOT 1800 _� M / (/ II TAX MAP 17023021 o EX STLTI MH/�/ ' ✓ I ' EX STM AD '- -� RIM: 473.55 - 'A •/ A O a ' \ I �' RIM: 474.10 a \ \ IE IN: 466.05 (60 "SE / �/' U / \ \ \ \ IE IN: 465.49 (60") /,:' �� I �1p3 / I IE OUT: 468.30 (8"W) x x I I I SUMP: 468.10 - �4j1- \ \ IE OUT: 465.49 (60") I \ I EX 60" CONIC SUMP: 46 .49/, /-472- \ 1' ---- --___ __- - _ _ ------ _/ - \�--�1� �_ / \ �/- oUVALL U.06 TTazMn�noz3o00 IE: 4y-5.06- / = __ _PIERCE DIT21 CH - - - - - - - - -- �qj3 UNABLE TO j SS, L ' 1 I EX SAN MH \ _ - ` _- _ _ - _ _- _ _ _=-A$�A!-iF11L_L is - 7 . : k" RIM: 474.42 _ 472_-� --_- _ ----- _ ___ ' 7 c - - \ - - - =/ /- - -473- J - / - _ _ 10 5 CONCRETE IE IN: 474.42 (8"W (STUB)) 6C _ s DRIVEWAY IE IN: IE OUT: 462.72 8(8)5) _N EX STM Cl g RIM: 471.56 Og(. _ IE �OT:-467.98_(10SFa c "Di O I EX SAN MH I \ \ \ I \\ \ EX SWIM - _SUP466.63� �.. �� 10 - � �I " RIM: 474.22 \�--2M 4nsa / / i0 TAX LOT 105 w w WI IE IN: 462.29 (4"E) \ \ IE IN: 467.11 1 TAX MAP 17023023 I ' IL�" IE IN: 461.80 (8"N) 0 " / f I w IE IN: 466.29 (18"SW r 1. ��03 EX STM MH iI rol IE OUT: 461.72 (8"S) IE OUT: 466.24�J RIM: 473.79 /4421 �� / i �/ y IE OUT:: 466.36 (60 NW) I SI TAX LOT 4200 I I I I 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 0 0 w 5 L O O V J w 0LL Z O V F Mz I.f. a Lu ) PROFESS L LAND S YOR JOB NUMBER. O W� 05/11/2021 DESIGNED BY: cc CC CHECKED BY: U a a�cl) z zO 0 0 w 5 L O O V J w 0LL Z O V F Mz I.f. a Lu ) PROFESS L LAND S YOR JOB NUMBER. O f 05/11/2021 DESIGNED BY: DRANK BY: CC CHECKED BY: MAD Q U Q Q a Q Q Z y r O C7 Z Q so z i Z Z N a z�g Z WSOz()yZj Q¢ Lu zoN W N 0 CC W LL a a�cl) z zO 0 0 w 5 L O O V J w 0LL Z O V F Mz I.f. a Lu ) PROFESS L LAND S YOR JOB NUMBER. 7736 BATE: 05/11/2021 DESIGNED BY: DRANK BY: CC CHECKED BY: MAD l ealwonlij 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 OTTaSTREET ' _ -gOARO E GENE WATER AND E�ECTRICAI. T_. T -F---F-[T--T--T --FF _ j W STREET — PIERCE PAA -------- -----I WAY _ I II � II I __7�' 1 I I L V STREET ---1 _ I N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' a 34' SOUARE FEET ACRES GROSS SITE AREA 1,757,972 40.36 OPEN SPACE 236,531 5.43 MEDIUM DENSTY REWENTIAL (MDR) � U MINIMUM DENSITY (14 UNITS/NET ACRE) MAXIMUM DENSITY (28 UNITS/ NET ACRE) a a SQUARE FEET ACRES GROSS AREA 1,757,972 40.36 RIGHT-OF-WAY AREA 377,216 8.66 OPEN SPACE PROVIDED 236.531 5.43 NET AREA 1,144,225 26.27 N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' a 34' Lu > liM `W W (n t: �: z cf)O 0 zQ cr Zw o J Q J M J w ZV z Q or Q a ca PROFESS L LAND YOR I:N:D1Nli7 JOB NUMBER: 0111 W R m AC DRANK BY: AC m U Lu > liM `W W (n t: �: z cf)O 0 zQ cr Zw o J Q J M J w ZV z Q or Q a ca PROFESS L LAND YOR I:N:D1Nli7 JOB NUMBER: 0111 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP � U a a F a a� to C � = YO ZO L_ J �^ a yN ¢ Z_ 4p Z � r N Z a stern o Z wSO�w W CC wN� Y Z to 3 R rn Z Lu > liM `W W (n t: �: z cf)O 0 zQ cr Zw o J Q J M J w ZV z Q or Q a ca PROFESS L LAND YOR I:N:D1Nli7 JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP 10 o r E 418 'cl 419 1444 - xLe 4' 20.00' Aa ml• I sa 417 1!834 I'm a 416 Lm 4 Ima 415 415 I 390 lm4 Ima 389 pA 4 `■� Ima 1384 Ima 387, 386 (3444 385 L Ima 34 I I 384 fyW4 ara I 383 ImT 1F I f�4 I 116=• IO9 - 381 fµ]!4 \ 380 µm04 WATER AND EUGENE BOARD I — ELECTRICAL B II t 422 9 f 421 ssm 4 .! 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II, S bio w ¢ R 3 z V W H wN Z cn �Y W IE rn <��Irnn3 W LL FINN Q m Z O u Z > O 0 Lu (f) W O `j 2 J Q Q J NNNNJW ZO LL V �-•R' 5— G Z NNNNJW Q REGISTERED PROFESS L LAND YOR 1:N7D1N1i7 JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRAM BY: AC CHECKED BY: LTP PO -05A D d LE / x203 4 I y1 / 9 225 2241 1 W wr 20 4 - SEA - i ACCESS EASEMENT SAD — b / _- ------------ s a 204 / b — g DSi 6 1 202n 4 i� bR 1 201 205 — 200 .aoaY tans MJ'+r 226 — — $ 4 :;m 198 ..r 197 lmes 196 94 '. U J .ams � 206 195 di194 [u 227 r �. 1� .Am4 vT at 1 = � umY — --- � 193 192 uo 4 tows _ 191 _I , 1 } Mlw4 yp '4S _ _ i -------- _ S '1 S I � } '11 Nra14 I 'AV C Iia D.r 1 _ _ _ _ la' 207 �.y6 O I � rA � ti1w4 r' I r% 177 .gals II Q } II laa as DC Iwi• I 1 .?a)oY $` 175 1 us t50°4 I 7� I no' I, n 9 1 7.00' PUE ' ea I I Ina p //J/�"\ II�� 'r 208 'p 1 W-__ $ §` 173 :Soros 174 .amY II ] DH as 10 t;..9 P I ' 229 172 noon Y W Q II 216 215 .aie. s In}' I cans 170 tamY nmY as ma I a I4. 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'w�ns�m 'vim ��e.s j— 'ii —___ _ -\a L%mIR f_ III' u'mw'® No m -.`_ _ CTRICAL BOARD / :_`� _ m m WATER ANDr---- STREET - EUGENE==�-__--- � \ _ __ � �- ���"—WSTREETJ-- �- 4 STREET SIRE � L VSTREET—�--- II _ W :�� i ! / - 1 ' I �, N auk r� ai I f III I Q -j 1�1 m W :�mllam% �� IN J I I 46 E70 INIMM M _ D i ON 8i U STREET - - - __m- Im 09 - - S STREET %m I m §A 21 i I I I .— — - I NNOW � — 1 > � I I EXISTING CULVERT AN[y CROSSING REMOVED AND OPE,NDITCH RESTORED DURING PHASE 3 CONSTRUCTION TJ''W '", ::® — - - MINIM :4Wim —pp :Mm NN ORT� >_ rum 0 NO T I- 472 Nil II I 8 mmim ° TNIMIN\468\` %, \I \ U IT MAR�OLA COAD \ \�4A� f'O\ ✓I II _---=-s` =-�— 46a�= 469-�---------------------------- #e �, 3e s0 ?6 �; §i $a ai $i� Ij .:gym I I' — — - §, a §:"�� $ge §e I /'1 v%mom $' ae $, se, 3ee $, 8e ?i 0 a c c� 0 0 a n N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22* . 34' a a C/) z O O 50 Qo W Wcc O �a j Q J W 90 a -v z NNNjW a a can REGISTERED PROFESS L LAND YOR D7CP1;71*1 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAM BY: AC CHECKED BY: LTP PO -06 fn W W � U ¢ r � U W r Q U Q Q CtU a Q Q z y so zz z Q Z_ rp Z z z�g i a a�zr� W N A�Q M 3 0 z O ]C a a C/) z O O 50 Qo W Wcc O �a j Q J W 90 a -v z NNNjW a a can REGISTERED PROFESS L LAND YOR D7CP1;71*1 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAM BY: AC CHECKED BY: LTP PO -06 oo TAX LOT 1600 i TAX MAP 17032511 / I IAX LUI 16UU / TAX MAP 17032511 TAX LOT 900VTAX AX LOT 1000 TAX LOT 800 TAX MAP 17032444 MAP 17032444 TAX LOT 700 TAX MAP 170324" - TAX MAP 17032444 --------- _- - - - -- -a� - -""'- TAX LOT 200 ANDMAP __. oUGENE W _ .T Ano _. _ — — fn W W � U ¢ r � U ClZ O W r W a aa Z W o Z YO Z J U D aN ¢ Z /� , LL S Z N A Z ¢g Z d / {y Z i0 ]IC W r 0 ]C 3 Z O Ll I - II9! 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 ' 1 1 m ' O I ESPN�sN. �snn -- vii W N ------ ------ - I F 1 11 � . I I 1 NOTES: Z 1. STREET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE li WITH FINAL DESIGN. , 2. STREET TREE LOCATIONS SHALL BE PROVIDED AT REOUIRED SPACING WITH ^ FINAL DESIGN. li 3. WATER LINES SHOWN ARE CONCEPTUAL. FINAL DESIGN SHALL BE COMPLETED 1 BY SPRINGFIELD UTILITY BOARD (SUB). 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. FINAL FIRE HYDRANT LOCATIONS SHALL BE APPROVED BY EUGENE SPRINGFIELD FIRE. J WPt 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 5Pn ACCESS ROAD. W 6. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. 'NO cn _ PARKING' SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. ' 7. AN UNDERGROUND ELECTRICAL SYSTEM CONNECTION SHALL BE PROVIDED 1 1 ' BETWEEN PHASE 1B AND/OR PHASE 5 AND THE EUGENE WATER AND / Q Q O ' ELECTRICAL BOARD (EWER) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION ^ Q a W., i1 167 SHALL BE COORDINATED WITH SUB AND EWEB. li �./ VI , W I`Q a � . I J ' F� U W Q I I 190 a II 1 1 1 I 1 •�• I J 11 1 I-----ir+'� a y11 W LL � J 1 .- a I , REGISTERED PROFESS L LAND YOR N 5, 2003 M� "ERY 8. HURLEY / 58542L5 / 301 300 RENEWS: 6/30/21 / JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC SCALE: 1"=50 FEET DRANK BY: AC CHECKED BY: UP 60 0 35 60 PO -07A ORIGINAL PAC{ SIZEE:: 22* x 34* x a II x C AO O oo TAX LOT 1600 i TAX MAP 17032511 / I IAX LUI 16UU / TAX MAP 17032511 TAX LOT 900VTAX AX LOT 1000 TAX LOT 800 TAX MAP 17032444 MAP 17032444 TAX LOT 700 TAX MAP 170324" - TAX MAP 17032444 --------- _- - - - -- -a� - -""'- TAX LOT 200 ANDMAP __. oUGENE W _ .T Ano _. _ — — fn W W � U ¢ r � U ClZ O W r W a aa Z W o Z YO Z J U D aN ¢ Z /� , LL S Z N A Z ¢g Z d / {y Z i0 ]IC W r 0 ]C 3 Z O Ll I - II9! 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 ' 1 1 m ' O I ESPN�sN. �snn -- vii W N ------ ------ - I F 1 11 � . I I 1 NOTES: Z 1. STREET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE li WITH FINAL DESIGN. , 2. STREET TREE LOCATIONS SHALL BE PROVIDED AT REOUIRED SPACING WITH ^ FINAL DESIGN. li 3. WATER LINES SHOWN ARE CONCEPTUAL. FINAL DESIGN SHALL BE COMPLETED 1 BY SPRINGFIELD UTILITY BOARD (SUB). 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. FINAL FIRE HYDRANT LOCATIONS SHALL BE APPROVED BY EUGENE SPRINGFIELD FIRE. J WPt 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 5Pn ACCESS ROAD. W 6. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. 'NO cn _ PARKING' SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. ' 7. AN UNDERGROUND ELECTRICAL SYSTEM CONNECTION SHALL BE PROVIDED 1 1 ' BETWEEN PHASE 1B AND/OR PHASE 5 AND THE EUGENE WATER AND / Q Q O ' ELECTRICAL BOARD (EWER) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION ^ Q a W., i1 167 SHALL BE COORDINATED WITH SUB AND EWEB. li �./ VI , W I`Q a � . I J ' F� U W Q I I 190 a II 1 1 1 I 1 •�• I J 11 1 I-----ir+'� a y11 W LL � J 1 .- a I , REGISTERED PROFESS L LAND YOR N 5, 2003 M� "ERY 8. HURLEY / 58542L5 / 301 300 RENEWS: 6/30/21 / JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC SCALE: 1"=50 FEET DRANK BY: AC CHECKED BY: UP 60 0 35 60 PO -07A ORIGINAL PAC{ SIZEE:: 22* x 34* 1 I ' SiM SPNM S _ 1 1 _s1M D a 1 1 Sµ ----- _- 1 1 1 li I 1 1� 1 I 1 I D d 1 1 I I 1 1 1 1 I �J1 j1I 1 1 IJ p 1 1 I I 1 D I 1 1 1 I I I 1 I 1 I I 1 1--- I WPi �'STREE�_M �sN = Pi Lj- ----------- -------- _ 1; 11 a u 178 1 , W ,177 ns n6 11 I7y 11 yi - -------- 173 174 it Q i 172 i ly 171 W 11. F , 169 170 II 167 168 WATER MAIN (TYP) 1 W 179 6 180 182 181 '� 1 1 186 183 1 ' 185 WASTEWATER MANHOLE (TYP)._ 187 189 190 _ tl ' _ .. ., ... 28a 283 1 - ___ 282 '� I �w - ---- ---- - 286 1 1 - I __ WASTEWATER MAIN (TYP) 288 287 285 It ----------------- -- --__ 290 289 STORM.DRAIN MAIN (TYP) 1- 291 1 11 296 294 293 292 295 281 I I zao ' 1 1 1 — — I , — — 2-- — — z79 TRACT G N STORMWATER FACILITY 278 EXISTING DRAINAGE DITCH J300 299 'PIERCE DITCH' / ~ STORM DRAIN MAIN (TYP) <a - - � B.'I Pry - - .r;: CULVERT ' I I • 1 1. STREET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE 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 (EWEB) RIGHT-OF-WAY TO THE NORTH. FINAL LOCATION SHALL BE COORDINATED WITH SUB AND EWEB. I IdB I I p II TAX LOT 5800 d 16 III III TA% MAP 17023021 d CONNECT TO EXISTING WATER MAIN STREET — — - - 1 -- sAry sw . WPt 1 , 1 I � I EXISTING DITCH SHALLATHIS ONLY BE -- WPi ---- 1 1 LOCATION 203 , I I IMPACTED DURING PHASE 3 224 r I 3 I "FRONTAGE IMPROVEMENTS r n 204 ; V , — — ' I TAX LOT 104 a so-_- - 202/ i I , - TAX MAP 17023021 r _- --- 201 205 i 1� f k I EXISTING - 199 197 200 la , 226 I I _ WASTEWATER MAIN 198 I 1 195 196 206 I i I I I ' 227 :I TAX LOT 109 194 , I '. TAX MAP 17023021 192 193 I 1 228 I I I W �1 , I I r Q 208 I I N r 214' I 229 I F 219 218 217 216 215 220 209 . y I I I cN 222 221 I EXISTING GAS LINE 230 .: „ yD TAX LOT 200 I -aa �___ 213 TAX MAP 17023021 _ I '. 231 I I I -:I 212 I I ct __ - --- -- ---- _ WAffWATE 240 239 1 238;237 TAX LOT 300 244 241 +k\ - i 242 TAX MAP 17023021 — 235 — I I U STREET 234 1� STREET LIGHT (TO) 233i - 1 250 248 1 249 I 1 246 246 I I 247 251 23z ;i ; EXISTING STORM 1 1 256 I � ..... . _. .... ... 252 1 - I CULVERT I� 1 STORM DRAIN MANHOLE (TYP) _ ___-- 253 ( I , 257 258 II I I )I o R 254 255 � 1 I a T —v �r ---- I� AX LOT 1900 ¢�<� ;,,, / .. ( 259 tax MAP 17023021 '- --- S STREET WASTEWATER MAIN (TYP) -s+r sgll `;' 260 AX LOT 1800 0 CATCH BASIN "(TYP) - `, 'I ' TAX MAP 17023021 o 276 275 274 273 272 271 270 - ----- ----- ----- --- O 269 x 268 267 266 265 263 262 261 / EXISTING STORM DRAIN MAIN III TAX LOT 4300 TAX MAP 17023021 - ---< - QCT < ACE TAX LOT 105 I �I TAX MAP 17023023 I , N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22* x 34' a a F_ J Lu F_ {I/ 00 O W 0 CC LU O G Q j W Z LL — lO ' R v -v z W a a can REGISTERED PROFESS L LAND YOR M45MOMERY 0. HURLEY 53542LS RENEWS: fn W 7736 W 05/11/2021 DESGNED BY: U DRAW4 BY: AC ¢ r � U U W r Q U Q Q a Q Q Z N so z z Z Z Q rd Z a Q yZj � a�ZRN W W A�Q M 3 0 Z O ]]CC a a F_ J Lu F_ {I/ 00 O W 0 CC LU O G Q j W Z LL — lO ' R v -v z W a a can REGISTERED PROFESS L LAND YOR M45MOMERY 0. HURLEY 53542LS RENEWS: 6/30/21 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAW4 BY: AC CHECKED BY: LTP - OTTO STREET - J ------ - - -- -M -- 1 mam _ a I I 1 YASTREE O FEN ::w O J T - .Mm F W m mm Q I (,)� ' CL -CL INTERSECTION ,:W oT ' END STREET IMPROVEMENTS J STA 31+39.61 FENYA STREE �\x= STA 14+32.47 26TH GOOF F c8 E Y ujuj N � F -P{ INTERSECTION STA 32+23.40 V STREET -� m•%°f�100 I I END STREET,IMPROVEMENTS i Y� I M.: m = STA 31+91,50 U STREET ; N I BEGIN STREET IMPROVEMENTS/' STA 10+00.00 26TH LOOP !fe r 7 / 'oI I I I � I I I .am I II END STREET IMPROVEN STA 24+01.40 -26TH 125 I39 iEN YA V1 +-i--�'= I GL -CL INTEF STA 24+56.10 U END STREET IMPROVEMENTS STA 16+06.08 28TH PLACE :7_�_ H -- STA 24+99.32 V STREET = STA 19+finnn 9RTWPTACF u I 111 --- STA18+21.50 V STREET Q = SIA 14+90.00 PIERCE PARKWAY , J ' L CL -CL INTERSECTION , I, 6 STA 17+78.01 U STREET } _ = STA 17+50.00 PIERCE PARKWAY-- ' CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 10+00.00 S STREET = STA 19+65.63 PIERCE PARKWAY u ' :11 Qs f W BASE ROCK SUBGRADE \ \- CONCRETE SIDEWALK U f8 TYPICAL COLLECTOR STREET SECTION `STANDARD CURB � U LuLu SCALE: 1"=10' AND GUTTER r V STREET LI I Q U 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH TURNAROUNDS SHALL BE PROVIDED AT > (\I PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO 4 I PARKING ON EITHER SIDE OF THE STREET I Q SHALL BE ALLOWED FROM THE U Q 2. TEMPORARY GRAVEL SECONDARY jFp 1 MARCOLA ROAD. Ti 91 BE PROVIDED FOR PHASES WHENEVER Ix ; 83 J NECESSARY TO MEET FIRE DEPARTMENT 5. LOCAL STREET INTERSECTIONS ALONG V REQUIREMENTS. STREET SHALL BE STOP CONTROLLED WITH u ' :11 Qs N Ir. 'm I1 F maw I+II I 1' .a= I g, 3a --- -- W STREET Lu _LI DI tl � _Q ICL ' J BEGIN STREET INPROVEMENTS r1 STA 10+00.00 V STREET CL -CL INTERSECTION = STA 16+66.88 31ST STREET ° STA 14+24.39_S STREET <1 -� V STREET I = STA 14+24.39 30TH PLACE -- o } _ - Lu Uox t IIIIijyl I.L r 911. � F F M jl N 1 'mow I Ca-_- CL INTERSECTION I STA 11+78.86 U STREET ' =STA 17+05.92 S STREET (- - V010 - L -CL INTERSECTION BEGIN STREET IMPROVEMENTS S STREET STA 10+00.00 U STREET STA 21+R538.10 31ST STREET - -- Y, % si CL -CL INTERSECTION =�a� STA 11+81.45 U STREET = STA 17+06.12 S STREET mu�o,Tm A::m / S O T T EET R/W R PAVED WIDTH -{ 7.DO' PUE VARIES 24.0' TYP o.5a'- I 1.00'--J ' 5.DO' 4.50' 7 y� l A/C PAVEMENT 1'�Z 2.00% /j CONCRETE SIDEWALK J PLANTER STRIP BASE ROCK STANDARD CURB AND GUTTER NATIVE BACKFILL TYPICAL COLLECTOR HALF -STREET SECTION SCALE: 1"=10' 31ST STREET 28TH STREET V STREET R/W R/W "11.00' PUE 50.00' R/W 7.00' PUE 1 1 I 0.50'-28.00' PAVED WIDTH 0.50' 1.00' 5.00' 4.50' _14.00'-I-14.00'- 4.50' 5.00' `-1.00' ?'MAXI A/C PAVEMENT 1.50% 2.00% 2.00% 1.50x I 5:1 � PLANTER STRIP J 1\\ BASE ROCK SUBGRADE ` CONCRETE 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 NUJ' 1 70.00' R/W 0.50' 48.00' PAVED WIDTH - I 1.00'--15I.00'-{I-4.50' 24.00' i 24.00' _ ?/ Mq,Y y ' A/C PAVEMENT T I- I I lsox z.00x II I ,- PLANTER STRIP ,oma lam I J 7.00' PUE �- D.50' Y 5.00' 1.5OR 14\ u* f W BASE ROCK SUBGRADE \ \- CONCRETE SIDEWALK U TYPICAL COLLECTOR STREET SECTION `STANDARD CURB � U SCALE: 1"=10' AND GUTTER r V STREET LI I Q U 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH TURNAROUNDS SHALL BE PROVIDED AT SIDES OF V STREET, FROM 31ST ST TO THE (\I PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO TO MEET FIRE DEPARTMENT REQUIREMENTS. PARKING ON EITHER SIDE OF THE STREET Q SHALL BE ALLOWED FROM THE U Q 2. TEMPORARY GRAVEL SECONDARY STREET/26TH LOOP INTERSECTION TO EMERGENCY VEHICLE ACCESS ROADS SHALL MARCOLA ROAD. go 91 BE PROVIDED FOR PHASES WHENEVER Ix ; 83 J NECESSARY TO MEET FIRE DEPARTMENT 5. LOCAL STREET INTERSECTIONS ALONG V REQUIREMENTS. STREET SHALL BE STOP CONTROLLED WITH STOP SIGNS AND STOP BAR PAVEMENT SCALE: 1"=150 FEET 1 STRIPING. go OF 28 FOOT WIDE STREETS. 'NO PARKING' SIGNS SHALL BE UTILIZED TO INDICATE m4 150 0 30 75 150 WHICH SIDE. CONSTRUCTED AT LOCAL STREET ORIGINAL PAGE SIZE: 22* x 34' INTERSECTIONS ALONG V STREET FOR W r N TRAFFIC CALMING PURPOSES. a 3 Z go ]C 40 91 01 N Ir. 'm I1 F maw I+II I 1' .a= I g, 3a --- -- W STREET Lu _LI DI tl � _Q ICL ' J BEGIN STREET INPROVEMENTS r1 STA 10+00.00 V STREET CL -CL INTERSECTION = STA 16+66.88 31ST STREET ° STA 14+24.39_S STREET <1 -� V STREET I = STA 14+24.39 30TH PLACE -- o } _ - Lu Uox t IIIIijyl I.L r 911. � F F M jl N 1 'mow I Ca-_- CL INTERSECTION I STA 11+78.86 U STREET ' =STA 17+05.92 S STREET (- - V010 - L -CL INTERSECTION BEGIN STREET IMPROVEMENTS S STREET STA 10+00.00 U STREET STA 21+R538.10 31ST STREET - -- Y, % si CL -CL INTERSECTION =�a� STA 11+81.45 U STREET = STA 17+06.12 S STREET mu�o,Tm A::m / S O T T EET R/W R PAVED WIDTH -{ 7.DO' PUE VARIES 24.0' TYP o.5a'- I 1.00'--J ' 5.DO' 4.50' 7 y� l A/C PAVEMENT 1'�Z 2.00% /j CONCRETE SIDEWALK J PLANTER STRIP BASE ROCK STANDARD CURB AND GUTTER NATIVE BACKFILL TYPICAL COLLECTOR HALF -STREET SECTION SCALE: 1"=10' 31ST STREET 28TH STREET V STREET R/W R/W "11.00' PUE 50.00' R/W 7.00' PUE 1 1 I 0.50'-28.00' PAVED WIDTH 0.50' 1.00' 5.00' 4.50' _14.00'-I-14.00'- 4.50' 5.00' `-1.00' ?'MAXI A/C PAVEMENT 1.50% 2.00% 2.00% 1.50x I 5:1 � PLANTER STRIP J 1\\ BASE ROCK SUBGRADE ` CONCRETE 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 NUJ' 1 70.00' R/W 0.50' 48.00' PAVED WIDTH - I 1.00'--15I.00'-{I-4.50' 24.00' i 24.00' _ ?/ Mq,Y y ' A/C PAVEMENT T I- I I lsox z.00x II I ,- PLANTER STRIP ,oma lam I J 7.00' PUE �- D.50' Y 5.00' 1.5OR 14\ u* z O F000W U) O T� `i r 000a a� z F000 /0 W 0 0 ELLu Cj) w O G �a j Q j W 9LL0 0 90 Z Lu a can REGISTERED PROFESS L LAND YOR 11=111;4111 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAIN BY: AC CHECKED BY: LIP PO -08 f W BASE ROCK SUBGRADE \ \- CONCRETE SIDEWALK U TYPICAL COLLECTOR STREET SECTION `STANDARD CURB � U SCALE: 1"=10' AND GUTTER r V STREET LI I Q U 1. TEMPORARY GRAVEL EMERGENCY VEHICLE 4. PARKING SHALL BE ALLOWED ON BOTH TURNAROUNDS SHALL BE PROVIDED AT SIDES OF V STREET, FROM 31ST ST TO THE (\I PHASE BOUNDARIES WHEREVER NECESSARY U STREET/26TH LOOP INTERSECTION. NO TO MEET FIRE DEPARTMENT REQUIREMENTS. PARKING ON EITHER SIDE OF THE STREET Q SHALL BE ALLOWED FROM THE U Q 2. TEMPORARY GRAVEL SECONDARY STREET/26TH LOOP INTERSECTION TO EMERGENCY VEHICLE ACCESS ROADS SHALL MARCOLA ROAD. BE PROVIDED FOR PHASES WHENEVER Ix ; zZ Z a J NECESSARY TO MEET FIRE DEPARTMENT 5. LOCAL STREET INTERSECTIONS ALONG V REQUIREMENTS. STREET SHALL BE STOP CONTROLLED WITH STOP SIGNS AND STOP BAR PAVEMENT SCALE: 1"=150 FEET 3. PARKING SHALL BE ALLOWED ON ONE SIDE STRIPING. In OF 28 FOOT WIDE STREETS. 'NO PARKING' SIGNS SHALL BE UTILIZED TO INDICATE 6. CURB EXTENSION BULB -OUTS SHALL BE 150 0 30 75 150 WHICH SIDE. CONSTRUCTED AT LOCAL STREET ORIGINAL PAGE SIZE: 22* x 34' INTERSECTIONS ALONG V STREET FOR W r N TRAFFIC CALMING PURPOSES. z O F000W U) O T� `i r 000a a� z F000 /0 W 0 0 ELLu Cj) w O G �a j Q j W 9LL0 0 90 Z Lu a can REGISTERED PROFESS L LAND YOR 11=111;4111 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAIN BY: AC CHECKED BY: LIP PO -08 f W W � U ¢ r � U W r Q U Q Q CtU a Q Q Zy Ix ; zZ Z a J :ClcZ_ ry Z In z Ir W c5 z L `i0 a�zr� W r N 3 Z O ]C z O F000W U) O T� `i r 000a a� z F000 /0 W 0 0 ELLu Cj) w O G �a j Q j W 9LL0 0 90 Z Lu a can REGISTERED PROFESS L LAND YOR 11=111;4111 JOB NUMBER: 7736 DATE: 05/11/2021 DESGNED BY: AC DRAIN BY: AC CHECKED BY: LIP PO -08 _ ----" — — — — — TAX LOT 1000 �- ---- - — — TAX LOT 900 TAX MAP 17032444 __---- -- ❑ O Y TAX LOT 800 TAX MAP 17032444 --- ---"" r O 3a TAX LOT 700 TAX MAP 17032444 "" - r o = TAX LOT 600 TAX MAP 17032M4 ____- -' � TAX LOT 500 TAX MAP 17032444 -- --""-" T ZOO 51 a Q TAX MAP ,703244, -----------------"-- _----- TER AND TAXxMAP o17032512 sz _ GENE W A ' --------- -------- --- ----------- EE ECTRICAL BOARD TRACT - _ --" STORMWATER FACILITY �2 428 429 430 431 d D / 427 � gg 424 425 426 ____-_ - "-_ , �,� 1 423 _____ _ 422 ___ . _ - -- # I ' 421 -}� 783, 53 + , TAX LOT 300 41a 419 4zo _ - - — -11 I TAX MAP 17032511 _ - # 1 -50CURB . " -54 1 ______ _ 404 403 1', i { S 1 00' DRIVE AY (TYP) 405 , 1 434 I _ 4.50' PLANTER STRIP 408 407 406 50.00' ROW , ' 55 ', r 417 i i, a10 409 1 gl TAX LOT 400 , I i a1z 411 ',' W� ' a3s 413 56 TAX MAP 17032511 416 -_-- -i ' I 414 CL -CL INTERSECTION 1 _ o END STREET IMPROVEMENTS 1 �� 436 - - ft TAX LOT 500 415 399 STA 24+0140 26TH LOOP--- \ TA% MAP 17032511 '` 397 398 - STA 25+57.39 FENYA STREET ; , ' ._.::- _ •1� - - 395 396 \ 1 n .. i 393 394 --- - 24+ 0 �1� - 4+00 TAX LOT 500 390 0 392 _ 1 TAX MAP 17032511 iIi 391 --- --- +l� NYASTREET-- ---- -- - ' --- TAX LOT 600 389 , i .i 500' SIDEWALK FE ------ �� -- .. 59 60 TAX MAP ,703251 CL -CL INTERSECTION --- 0.5000RB � -4.50 PLANTER STRIP ' , 1 s7 58 END STREET IMPROVEMENTS' , - : 5814234"W�22'�� _ __ 438 437 I STA 31+39.61 FENYA STREET - -yam 440 439 Il = STA 14+32.47 26TH LOOP _ h� - - ------ --- 442 441 ' 1 O- ---- 444 443 1 TAX LOT 700 387 O 2&DO' 445 I -I I TAX MAP 17032511 - --- PAVED MOTH 376 377 446 1 d ~ + e i 374 37s Q 386 40 "� ' 372 373 164 TAX LOT 800 NI I 371 166 165 TAx MAP 17032511 , K' ' ; 370 3s0 349 1 352 351 - ____ 385 ' 28.00' 354 353 CL -CL INTERSECTION ' �l 1, AVSD WIDTH 356 355 STA 24+99.06 V STREET I IL + 1 359 358 a STREETNE ( ) -- --- -- -- 6.ao' ' ' li 357 STA 12+60 00 28TH PLAC _ - - TAX XMALP 170900 I 384 1 + � 369 � d j :,.. t - 1 360 V - � - _ - 124+00� BE F 383 I 1 368 361 6.00' BIKE LANE (TYP) } _ r - - _ 25 1' 1 362 S 4.50' V TAX LOT 1000 PLANTER' 363 O TAX MAP 17032511 STRIP i '� 367 10.00' TRAVEL LANE (T PI - _ - + J 382 ', ' ', 364 1 48.00' _ k _ , '� 168 PAVED ""4.50' PLANTER STRIP 366 - WIDTH - 337 110 r �` 5.001 SIDEWALK X `� _ - 24.00' SHARED DRIVEWAY (TYP) 339 338 1 ! i _. 0 cp \ :b,��0 'SOxQp 342 341 340 V 1, i 3&1 .moo �. • 5.00' SIDEWALK 6�� 344 343 J 1 ' TAX LOT 1100 10.00' WIDE 365 - - 345 ' TAX MAP 17032511PEDESTRIAN PATH \ . , / 346 347 l� I 189 380 � k ` � 1 W ' 190 TAX LOT 1200\ �T 348 336 TAX MAP 17032511 i 333 334 335 111 ` m I 379 �:ig, + 331 332 CL -CL INTERSECTION 114+ ' -- -- I T p0 322 330 STA 24+56.10 U STREET 1 0 oJ,, ti' , �{-F INTERSECTION 328 329 STA 15+20_00 28TH PLACE �. 378 , " , p� STA 32+23.40 V STREET 327 --____ -. " ' �- �+ H END STREET IMPROVEMENTS 326 A - i 31+91.50 U STREET 325 _ " 1 TAX LOT 1300 % ` ' 63 BEGIN STREET IMPROVEMENTS ------ TAX ____ TA% MAP 17032511 STA 10+00.00 26TH LOOPS81'42'3� 496.9= 1� - `$T 296 r i "\� 0.50CURB TRACTI 321 10' --- _ 304 OPEN SPACE END STREET IMPROVEMENTS ' ` 111 0 1 STA 16+06.08 28TH PLACE + - 1 297 TAX MAP 17032511 _ V - - - _ '450' PLANTER STRIP ST 303 '1` i 320 - p 318 305 �� i 317 316 31s 314 313 312 311 310 309 308 307 306 / ` 298 319 302 � d T� 301 300 10.00' WIDE PEDESTRIAN PATH SPACE N SCALE: 1"=60 FEET 60 0 12 30 60 ORIOINAL PAGE SIZE: u' x 34" a a cl) F- LU0 W Ea ~w :�,- 2 �a a J Z 0 J � Wa REGI! PROFE! LAND S M45MMERY 8. HURLEY 53542LS RENEWS: !n W 7736 W � DESIGNED BY: U 1- AC ¢ 1- � U U W r Q U a a a a a z y YO c� 2 Z Z Z J Z wd z a z�g z a WSOY)yZj Q � a�Z�N W N 3 Z O ]C a a cl) F- LU0 W Ea ~w :�,- 2 �a a J Z 0 J � Wa REGI! PROFE! LAND S M45MMERY 8. HURLEY 53542LS RENEWS: 6/30/21 JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: UP 04 1 - --- .1- --- 129 127 128 TAX LOT 5800 I I , 1 .. �� 125 _77' 124 ' 11 122 123 13s iA% MAP 17023021 121 136 T _ 138 137 _ D . ,..•-., _____ - 119 11 ' ' ... i i H to ' I -"--- 118 I ' - __ 1 1 D 139 - TS __ _____ i 116 ' D 140 30 Ijo T � J i � �- I 'r' CLGCL INTERSECTION EN � E IN TR T INPRO 112 113 , D - + r t, � ' i � ST STA+160+66.88 31STESTREET 114 142 141 i1 ', p 115 d � 109 110 111 I 1 :: I11 14s 144 # _ - - - -� F- - 61 A -s9 60 1 1 149 148 147 146 1 - �__=_12+00- 10f00 L�1/j1' DD 111 111 150 _ _ IJ 151 - - •. IJ _ O 152 1 1 -- "F _ �- --- i '� ' I A ' 1 -CL INTERSECTION 1s6 155 154 153 1 I - i - 203 _ _ I ® - - - - 225 2 = A 11+55.06 V STREET 1s8 157 1 ' `-- - ..:.. l 1 _ _ �^ JJ 160 1s9 _ ®I _ - -1 - ... T5+Ot1'.. .. T � I' 41 ! L ! S 161 _ _ _ #00. _. - - � ' 2 , + HPLACE ST T 163 162 ' - _ 204 -_ r -I - -= --- _-_ 202 TAX MAP 17023021 c —I _- II N165 �I -_-_-- 201 I XL ¢< ----- — —1 zos 1� 200 226 --19400 $ _ �_------ ,98 ,99 - E%ISTIN S ----- - - I 0 196 197 206 11 - _ -I- - 1 1 195 � ' X LOT 109 1- - ' 1 194 227 _ CL -CL INTERSECTION 1 193 I TAX MAP 17023021 _ G SID W _ +00 t 1 22 .. _ STA 18+21.50 V STREET A 1' 191 192 I a I I I 23+00� - _ = STA 14+90.00 PIERCE PARKWAY --- 17a 228 ,n W 24+00 -- T ' , -BYRE 4' $� O v-�- � i ' � _ _ _ - 176 1 �� 229 / 1 L 214 I l7 3 i 1 ifY Z 174 , 75 2> 1 r 1 1 1 ✓/ 208 _ - 172 173 all 11 ' �I i 171 Q 1 �I i 218 216 215 217 K11 - 169 170 6 i ' - o' i 220 219 209 i H _ _ M 168 W zT 221 I I 230 t 167 cit I 1 223 222 CC 1 I 179 TAX LOT 200 W 1 1 I ' ' TAX MAP 17023021 180 SIDEWALK _--_ i 0 1 I ,a1 6 _ 28.00 -PAVED WIDTH 213 231 182 ' 1- --- - -. 212 i - -- 183 CL -CL INTERSECTION _' _ L-20.46'' ' a00• "' 1aa +---F= z„ STA 17+IERC U STREET - +� 400. 186 185 STA 17+50.00 PIERCE PARKNIAY I 581 42 34'W 1891 _ R= 00 \ 210 ' LL SIDEWALK 187 1 �+-� {-- ,� - I 189 188 _ — _ �� _ _-_-_- - TRACTD 11 I o 190 _ .... ... _ _ +OO I _ -- STORMWAffR FAODiY -- ^ V - - h— - S0�'36b7 W 35.55 � ' � CL -CL INTERSECTION 5.00 SIDEWALK _ - 0.50 CURB °' , `"-" tMy o t_ 4 W 677.82 1" '-', 0 1 241 240 239 238 ` 4� \ 7� " BEGIN STREET IMPROVEMENTS TAX T ¢ .. , 5814TAX M 17 23 _ 1 -+� - 1 - : 1 237 t• 242 - - - — 1 243 \� '1 . NI i 244 236 R•� lc2p54B ' STA 10+00 00 U STREET o — _ ---__ 1 4p �. STA 21+ .10 31ST SIRE � N 38 f V 4.50' PLANTER STRIP 285 2aa 283 235 a\+� ^ 1�_ _ +N88'02 05 W�1 U STREET 286 234 _____ 287 288 ' o . _ 290 289 I m o , ___ 291 , - ' 233 1 __ 296 294 293 292 281 1 ol0 11 246 247 24a 249 250 2s1 232 '' • 1 M I� 1�0 - - — Qo 29s 246 ' 4 i I 252 ACL -CL INTERSECTION o 1256 257 258 ! N+� o _ o 1 I iCL-CL INTERSECTION 050r CURB STA 11+81.45 U STREET i IM a 1 297 i i BEGIN STREET IMPROVEMENTS ------ - -- - 253 = STA 17+06. 280 LSTA 10+00.00 S STREET 12 S STREET - STA 19+65.63 PIERCE PARKWA + L 254 81 255 / - I o m - - - - +�I I -' I + --4— " - R=1ss.za• \,* ' ` S.STREET ' I TAX LOT 1900 e - I L 57.25' �I W 114 35 - ----- ' 259 , TAX MAP 17023021 �- i, 298 TRACT G - - R=2 0.00 581 4602" 1 STORMWAIER FACIGTY - i ' ' ,... -____ _-- 0,84' + 6ryX I l 278 i I 260 H G` " TAX LOT 1800 4.50' PLANTER STRIP N8T04'24"W 84 26' o 0 300299 x ��� �' N81'49'57"W 27.20' N6354'51"W 15.73 TAX MAP 17023021 �' o • y " _ 275 274 273 272 271 - - ------ 2 I 277 276 270 269 px 268 267 266 265 263 262 261 / / EIOSTI G SIDEWALK �? 1 TAX LOT 4300 TAX MAP 1702302121 .- ..� :_ .. .=:..-. ,. • .:.:. ...-s-7• 'I I II ' OPTRACT E EN SPACE � ryax 0 TRACT ti TAX LOT 105 STOIMWATER FAOUTY /�( TAX MAP 17023023 R. N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: u' x 34' a LL. cf) wO E F � Va ) W :�,- 2 cca a J 5Z 0 J Wa REGI! PROFE! LAND S M45MMERY 8. HURLEY 53542LS RENEWS: !n W 7736 W � DESIGNED BY: U 1- AC ¢ r � U U W r Q U Q ¢ a ZW 0 so ZZ ¢ ¢ Z �v Z a ¢ W E�NZ�N W N IA�QrM 3 U' Z O ]C a LL. cf) wO E F � Va ) W :�,- 2 cca a J 5Z 0 J Wa REGI! PROFE! LAND S M45MMERY 8. HURLEY 53542LS RENEWS: 6/30/21 JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRAAN BY: AC CHECKED BY: LIP OTTO STREET • ;jI' �r �tia Lly Y��r rFt _ O W W STREET D 1 _ - -�.ST _ MARCOLA ROAD ,. =or + 42.* • , a- _ 4.' `pis 'L ; L a 1'71y 1 , lw�;e V STREET U STREET fY tom, � c • -T. ch � �r �tia Lly Y��r rFt _ O W W STREET D 1 _ - -�.ST _ MARCOLA ROAD ,. =or + 42.* • , a- _ 4.' `pis 'L ; L a 1'71y 1 , lw�;e V STREET U STREET N SCALE: 1"=150 FEET 150 0 30 75 150 W c ch � U 2 U aW F W a( to C � Z YO ZO 2 J � ^ Y ON Y Z W Z N SCALE: 1"=150 FEET 150 0 30 75 150 Q acf) z /0� QO R a LU liM Q cr DO � O 0 Q w M J LL — O 10 Q� z LU a Q 2 co REGISTERED PROFESS L LAND YOR JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09 W c ch � U Q acf) z /0� QO R a LU liM Q cr DO � O 0 Q w M J LL — O 10 Q� z LU a Q 2 co REGISTERED PROFESS L LAND YOR JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09 0111 ch 2 U aW F W a( to C � Z YO ZO 2 J � ^ Y ON 2 Z W Z .18r W Z o a stern ZW CC Z3 wN ? �Y N ¢ 3 2 W p rn Q acf) z /0� QO R a LU liM Q cr DO � O 0 Q w M J LL — O 10 Q� z LU a Q 2 co REGISTERED PROFESS L LAND YOR JOB NUMBER: 7736 DATE: 05/11/2021 DESIGNED BY: AC DRANK BY: AC CHECKED BY: LTP PO -09