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Home My WebLink AboutPlan, Tentative APPLICANT 6/17/2020FINAL MASTER PLAN MODIFICATION AND PRELIMINARY SUBDIVISION VICINITY MAP 1 "=2000' SITE MAP 1 "=500' LAND USE PLANNING / CIVIL ENGINEERING / SURVEYING/LANDSCAPE ARCHITECTURE: AKS ENGINEERING & FORESTRY, LLC CONTACT: CHRIS GOODELL 12965 SW HERMAN ROAD, SUITE 100 TUALATN, 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 NTH VICINITY MAP PO -02 EXISTING CONDITIONS PLAN PO -02A EXISTING CONDITIONS PLAN PO -02B EXISTING CONDITIONS PLAN PO -02C EXISTING CONDITIONS PLAN PO -02D EXISTING CONDITIONS PLAN PO -02E EXISTING CONDITIONS PLAN PO -02F EXISTING CONDITIONS PLAN PO -02G EXISTING CONDITIONS PLAN PO -03 CONCEPTUAL MODIFIED MASTER PLAN PO -04 PHASING PLAN AND SITE OVERVIEW * PO -05 EXISTING ZONING DESIGNATIONS PO -06 UPDATED ZONING DESIGNATIONS * PO -07 EXISTING METRO PLAN DIAGRAM PO -08 UPDATED METRO PLAN DIAGRAM PO -09A PRELIMINARY SUBDIVISION PLAN PO -09B PRELIMINARY SUBDIVISION PLAN PO -09C PRELIMINARY SUBDIVISION PLAN PO -09D PRELIMINARY SUBDIVISION PLAN PO -10 PRELIMINARY GRADING PLAN PO -11 COMPOSITE UTILITY PLAN PO -11A COMPOSITE UTILITY PLAN PO -11B COMPOSITE UTILITY PLAN PO -11C COMPOSITE UTILITY PLAN PO -11D COMPOSITE UTIUTY PLAN PO -12 STREET PLAN WITH CROSS SECTIONS PO -12A STREET PLAN PO -12B STREET PLAN PO -12C STREET PLAN PO -12D STREET PLAN PO -13 AERIAL PHOTOGRAPH PLAN THESE PLAN SHEETS ARE OMITTED FROM THIS PRELIMINARY PLAN SET BUT WERE INCLUDED IN THE PRELIMINARY PLAN SET FOR THE AMENDMENTS TO THE METRO PLAN DIAGRAM AND SPRINGFIELD ZONING MAP. 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 LAND PROJECT LOCATION: SPRINGFIELD OREGON, NORTH OF MARCOLA ROAD AND WEST OF 31ST STREET OWNER / APPLICANT: MARCOLA MEADOWS NEIGHBORHOOD, LLC 9550 SE CLACKAMAS ROAD CLACKAMAS, OR 97015 PROPERTY DESCRIPTION: TAX LOT 1800 LANE COUNTY TAX MAP 17.02.30 TAX LOT 2300 LANE COUNTY TAX MAP 17.03.25AA PROJECT PURPOSE: LAND USE APPLICATION TO MODIFY APPROVED MASTER PLAN LEGEND DECIDUOUS TREE - - + STORM DRAIN CLEAN OUT o 0 CONIFEROUS TREE r •�,i`� STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN 0 0 ■ FIRE HYDRANT A CC STORM DRAIN MANHOLE 0 Q WATER BLOWOFF P a GAS METER 92 D - T DITCH Z N WATER METER o ® GAS VALVE o2 pI WATER VALVE W K GUY WARE ANCHOR E— DOUBLE CHECK VALVE ® — — — — UTIUTY POLE o -19- aAIR AIRRELEASE VALVE ---------------------------- POWER VAULT xra SANITARY SEWER CLEAN OUT o o POWER JUNCTION BOX o 0 SANITARY SEWER MANHOLE O ED POWER PEDESTAL ■ SIGN Z T COMMUNICATIONS VAULT Ecl N] STREET LIGHT p >(p COMMUNICATIONS JUNCTION BOX p A MAILBOX ® ® COMMUNICATIONS RISER o • RIGHT-OF-WAY LINE - - W — - - - - — BOUNDARY UNE ¢ r 7 U ¢ U PROPERTY UNE CC Q CC F a CENTERUNE - - DITCH Z N .o CURB o2 Z J RE W EDGE OF PAVEMENT ---------------------------- — — — — — — — EASEMENT---------------------------- ---------------------------- FENCE UNE xra ¢} ywjio�rw GRAVELEDGE .................................................................................. .......................................... POWER UNE Z O o OVERHEAD WARE - - - ��• COMMUNICATIONS UNE FIBER OPTIC UNE - uo �- - - - -�- - - -�- GAS UNE - - - - "s—w— s w—"sSTORM "s STORMDRAIN UNE - - - -- SANITARY SEWER UNE - - - -- - - -�++- WATER LINE - - - —mT— — — —W,T— WT WT fA W W ¢ U 7 ¢ r 7 U Z O N m N Ir a Z Lu cr a a o Q Z Z r Z cnLL z U >o00 F 2 W Q Z m �WJO W 4 LV Q W J = J H W cn0�LL oCV2Z 0 zm U[L-cn RENEWAL DATE: 6/30/21 JOB NUMBER: O W 6/11/2020 DESIGNED BY: H DRAWN BY: MSD CHECKED BY: LF ¢ U CC Q CC F a Q U U Z N .o o2 Z J RE W ¢} ywjio�rw �rn¢M33a Z O o W Z O N m N Ir a Z Lu cr a a o Q Z Z r Z cnLL z U >o00 F 2 W Q Z m �WJO W 4 LV Q W J = J H W cn0�LL oCV2Z 0 zm U[L-cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE- 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD CHECKED BY: LF PO -01 qELLHEAD_ __ZONE 1 NO1'5 1 BONNIE LANE-- WELLHEAD ZONE 2 I I I \\ > � W I I I � zl moll; N6a1 PIERCE WELLHEAD _ '' C RICA►- BO�F� ___--_ <—�s� � b��\ � d ---E GV ENE WATER AND b 467 •;�^4 —4,67 SEE SHEET 02AN6,r\ — � —461- I i 467— X467 SEE SHEET P02B 7467- 7- 466 4-6 \\/ 1488 SEE SHEET P02D ��` W � J / CURVE RADIUS DELTA LENGTH CHORD Cl 365.00' 64.0714' fee S34101'32"W 387.49' C2 490.00' 4311709' 368.76' S4431'34"W 360.12' C3 / y 62.37 55.2554"W 62.28' C4 635.00' 16.49'28" I S10'26'52"W 185.79' CS 1 14.00' 1 89'55'24' I .97 I S4659'50'W 19.79' = fA U Yo ----------�\� n v / r N88'02'WW 5.00' TAX LOT}800 TAX MAP 17 3000 AREA: 92.221ACRESt fl PER CITY OF SPR GFIELD CA NUMBER 812200054- 1 II I I 469 10 4 �p \c \ ^ b10 V\ � N6 `S88V1'S8°E 260.00' = 470=— IJ �468v/ v �� \ —471 _4. I " X469 \( N / As e`O 1 WELLHEAD /R - ZONE 5 �� / N JIIELLHEAD. 7 0 ( �' —471--� a ZONE 5 S S88'02'28"E 99.65' 468 \ 3 Lu LOT 300 / WELLHEAD ZONE 10 \"A ��t 17 2511 01 Lu -- CITY ORES± / 1 /_- — — — DCASE SEE SHEET P02F� , ) b V1 181 00054-TKYPI Lu a ji 46 Lu WELLHEAD, 677} t\� -'466 ` ZONE 2 ° , X467 467-- L _ 46g � r 424.2 ' 46719 \ \ % - =46 :Z--- — — — — J _ 46 \ MARCOLA W 4 ui '_-•469 H I10 1 WELLHEAD ZONE 1 I z I I MAIA WELLHEAD SEE SHEET P02C-� k,472' 7_2 i47 7vA) - o� � I� II � h \N I /472 _ 1� r a 4j3 47 SHORT STREET 472_ �!- / , f / — PIERCE PARKWAY ------_W_ / r / TI— SEE SHEET P02E j z II I I LJ N l\v SCALE: 1"=150 FEET 150 0 30 75 150 1. TICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1626, ALSO BEING UNE 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 RENEWED ON JANUARY 17, 2020. TREE DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING & FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON ARBORIST INSPECTION. CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 365.00' 64.0714' 408.48' S34101'32"W 387.49' C2 490.00' 4311709' 368.76' S4431'34"W 360.12' C3 505.00' 7.04'12' 62.37 55.2554"W 62.28' C4 635.00' 16.49'28" 186.46' S10'26'52"W 185.79' CS 1 14.00' 1 89'55'24' I .97 I S4659'50'W 19.79' W 7736 O � e.nU � DRANK BY: GD � U J 7736 O r W DRANK BY: GD CHECKED BY: K N (A a p, U � U ,ppz Q WSO,(JW Q Q � a yZjNFf"DQ Q� LL = fA U Yo z O Q Z LL a c/)COz cl)G z 0za o aJ� Z MSO Z O LU 0 U Jaw `z 020 V+ Q x aza Lu LL Cn JOB NUMBER: 7736 BATE 6/11/2020 W DRANK BY: GD CHECKED BY: K N (A a p, U z a ,ppz Q WSO,(JW R Z W yZjNFf"DQ W LL O Q Z LL a c/)COz cl)G z 0za o aJ� Z MSO Z O LU 0 U Jaw `z 020 V+ Q x aza Lu LL Cn JOB NUMBER: 7736 BATE 6/11/2020 DESIGNED BY: DRANK BY: GD CHECKED BY: MAD PO -02 ITAX LOT 700 TAX MAP 17021933 TAX MAP 17021933 I 1032 9 i 1032 ASPHALT �ll.l DRIVEWAY ' ASPHALT DRIVEWAY _ iI i ail` iI I TAX LOT 1302 I� TAX MAP 17021933 ASPHALT� `P0 1201II J DRIVEWAY i I TAX LOT 804 TAX MAP 17021933TAX LOT 1300 II TAX LOT 900 TAX MAP 17021933 TAX MAP 17 02 19CC iol LTAX LOT 1000 AX LOT 1100 ASPHALT MAP17021933 AX MAP 17021933 TAX LOT 1400 DRIVEWAY ... TAX MAP 17021933 ASPHALT PATH - �� _-- w ��--4sQ_s_ s--anR— _ _ �___ — PUMP -• �'"+"' �x"*� _ wra STA110N�_-- N TAX LOT 1500 ------""" W TAX MAP 17021933 - -�� '""'— \ —� --"= ._� CHAIN BARRICADE En r=------- _---_ "=WA.— LOT 1600 ,t— �c — �w` VAT- STEEL MAP 17021933 60" - TAY, .— --- --- --- _ _ — — EVGE ELE /4sa— _w— — 4ss� _ CTR�CALB�AR _----- ___�W- _,_ --- - - WAi- - \ ASPHALT PATHAQP \ ---EX 12" �--- Nb -`-45" SfEEL_.wx— — ,467�iwI —ru.— — � � � CUL T 0� \ / IE: 468. I --��-- _ gp" STEEL _WAt— — _wt— — \ — ��—�-� EX N MH tea- WAr i6" DI _ WAt— — / \ / RI 470.231 /—� \ / \ IE IN: 7(6"N)I I IEAN: 459.83 w+ST(l IE 59.63 (8°E) _—_-467— I / \ 466/ / mldLu Lu u=i I /� /\✓/ \// WELLHEAD ZONE 1 i r SEE SHEET - P02C / TAX LOT 1800 / TAX MAP 17023000 AREA: 92.22 ACRES± / PER CITY OF SPRINGFIELD CASE NUMBER 811-20-000054-TKYP1 WELLHEAD ZONE 2 IE y. 459.54 (8 S) EX STM 0 fW I RIM: 4 IN: 467.6 (10°S F IE OUT: 467.59 (12"E)' ' EX STM Cl RIM: 470.53 IE OUT: 468.06 (10"N) I SUMP: 466.21 EX SAN MH RIM: 470.83 I d IE IN: 459.97 (8"S) I ZE I 1 f IE OUT: 459.93 (8"E)EX 12' I F CUL I I W I I I. IE: 46$.70 'IL I 'll 1 I'13i� I➢-DF-BkS— f I � I ll ...� LOCATESi ` I! I SII II SEE SHEET - P02C TAX LOT 300 TAX MAP 17021934 EX10" NC CUL IE: 02 (N) IE: J7.62 (S) TAX LOT 400 TAX MAP 17021934 /�! END OF LOCATES — qw RAVEL TAX LOT 500 TAX MAP 17021934 \mow --- END OF LOCATES TAX LOT 600 \TAX MAP 17021934 DRIVEWAY EX SAN CO RIM: 469.64 IE BEND: 464± TAX LOT 602 TAX MAP 17021934 EX 10" PVC INLET IE: 467.73 - EX STM Cl RIM: 470.49 IE IN: 467.71 (11 IE OUT: 467.69 SUMP: 466.45 W ISTREE _ INN TREE NUMBER EX SAN MH ( T WELL) DBH (IN.) RIM: 470.80 "N) c CONIFEROUS IE IN: 458.81 ( F IE IN: 458.74 ( "W) o ti IE OUT: 454.55 (8"S) p CONIFEROUS J a � a Q� 16' TAX LOT 629 1L GRAVEL TAX MAP 17021934 TAX LOT 6000 TAX MAP 17023021 CONC BLOCK WALL TAX LOT 5900 TAX MAP 17023021 GRAVEL 0 EX SAN MH RIM: 471.78 IE IN: 460.95 (8"E) IE OUT: 460.84 (8°N) TAX LOT 5800 TAX MAP 17023021 GRAVEL DRIVEWAY —472-- TIRE 72 TREE TABLE TREE NUMBER TYPE DBH (IN.) 103286 CONIFEROUS 26 103287 CONIFEROUS 22 103288 CONIFEROUS 55 103289 CONIFEROUS 55 N SCALE: 1"=50 FEET 50 0 10 25 50 J 7736 W 0 e.nU � DRANN BY: : � U J 7736 O r W CC = DRANN BY: : _ MAD Yn Q v � U 7z�rn isv,w DC Ci z3z �v Q Q � a yZjNFf"DQ ii Q� LL P_N = N U CSI zQ Yo z O Q Z LL Q Q V c Z O 0 < Lu o wa0 z w0 V Jaw z 020 J Z U) aza L M cn JOB NUMBER: 7736 BATE N ffo W CC = DRANN BY: : _ MAD Yn Q v z a 7z�rn isv,w DC Ci z3z �v W 7- W yZjNFf"DQ ii W LL P_N O Q Z LL Q Q V c Z O 0 < Lu o wa0 z w0 V Jaw z 020 J Z U) aza L M cn JOB NUMBER: 7736 BATE 6/11/2020 DESIGNED BY: DRANN BY: GG CHECKED BY: MAD PO -02A WELLHEAD \ ZONE 1 r I � \ N SCALE: 1"=50 FEET 50 0 10 25 50 TAX LOT 1500 I PIERCE WELLHEAD TAX MAP 17021933 \1 I TAX LOT 2300 TAX MAP 17032444 ASPHALT PATH — _ -`-- ----- ------- _ 45° EX 16° CONC CULVERT _ ------ ``-- pp" STEED- —wAT— X461 :px OTTO STREET IE: 463.71 (SE) -�- -_ dam- -T _WAT- - - 600 STM - 77 of mow" — — — — TAX LOT 1000 — __467-- -_%-- __ =-mr = wrar — wAT — sem- — I TAX LOT 900 —�_ - _ _ — = —WAT �� TAX MAP 17032444 _ F>< TAX LOT 800 TAX MAP 17032444 �_TAX LOT 700TAX MAP 17032444 DFENCE _ -m�"AT—^7 TAX LOT 600 TAX MAP 17032444 - —___� y _-- o w- ��wx TAX LOT 500 TAX MAP 17032444 ----------- �-M�'=- � — --c5RW `T LOT ZOO �wATa TAX MAP 17032444 ---------�_wxW-.= D`C _wT— `46ITAXXMAP17032512,_� ,�,T_ H _��---------=m'" NAT- AN �D WATS _wAT- ASPHALT PATH wpOD F0NCE _-_--- _ -_ — — uGENE W AT BROAD � y/d «ATS — �/ / 7 ------- - _=�ShEI_ _wAT _ELECTRICAL SWAT- --�% \ \\ \� mss\ STEEL_ wAT— — _ _ _why- _ / 6 —467— � I —467 TAX LOT 300 TAX MAP 17032511 \ / \ 46Y / 7.00' PUBLIC..{ UTY EASEMENT //� PLAT OF "AUSTIN \ \ T X LOT 1800 PARK SOUTH" \ \ W` TAS( MAP 17023000 \ I AIXA 92.22 ACRES± NU E \ ( I 1 PER f1Y OF SPRINGFIELD CASE R 811-20-000054-TKYP1 \ / TAX LOT 400 r --4s7--- \ \ ( TAX MAP 17032511 I o TAX LOT 500 \ TAX MAP 17032511 SEE SHEET -P02D SEE SHEET -P02D N O a Lu W 2 Cn W W Hn N 0 a F W W 2 EA W W EA J O W tY e.nU � DRANK BY: CC � U J O r So W DRANK BY: CC s MAD � U pi U z a ,ppzpp Q Q WSO W a ! W wNF�c Q Q� HSC IA Obi r7 = fA U Yo z O Q Z LLU Q c o O 0 Lu F- LU wa0 MWo Z v J aLu LL Z 20 .J Z x azm Lu LL U) JOB NUMBER: 7736 BATE So W DRANK BY: CC s MAD a pi U z a ,ppzpp QCC WSO W Z W wNF�c Q HSC IA Obi r7 W LL O Q Z LLU Q c o O 0 Lu F- LU wa0 MWo Z v J aLu LL Z 20 .J Z x azm Lu LL U) JOB NUMBER: 7736 BATE 6/11/2020 DESIGNED BY: DRANK BY: CC CHECKED BY: MAD PO -02B SEE SHEET -P02A r� I I I/ � I \ WELLHEAD \\ ZONE 1 I OFF \J WELLHEAD 0 \\\ ZONE 2 I TAX TAX AREA: R CITY OF SPRINGFIELD CASE NU NBER 811-20-000054-TKYP1 tr D / N / a / W 2 �--411 00 Hj7 - ` LLI Hj7 F \\ WELLHEAD\\ \\ \\ \ ZONE 5 ,-472 / \ \ %1 - - - � - \ - - I I \\ SEE SHEET - P02E SEE SHEET - P02A EX SAN MH , RIM: 472.54 IE IN: 467.53 (6"N)**INSIDE DROP** I IE IN: 465.17 (8"E),rj� IE IN: 465.10 -(BX 1 IE IN: 465.01 (8"N)**IP** E DRO IE OUT: 4.95 (8"S)� �x 54" c ZNC IEN: 6.551/III EX /S�N MH /IE IN: 466.79472.74 (8 N)1I II IE OUT: 464((888 (8°S)II II \ FOR MORE INF(1RRMA FO SEE AS -BUILT pp�(RRpAffIl{{'A FggjjRR PROJECT NUMB 202 5il � I 10.00' PUBUC U LI -i- EASEMEN P I DOC. N0. 93 �00 6 �i 103�I a 1 103 II I 10311 I 103111 EX MHI RIM: SAN 472.8g1 IE IN: 464.16 (8"W (STUB)) 103 IE IN: 464.00 (8"NI IE OUT: 464.00 (8"S 8" PVTFALlgqJ11 JI IE: OU83 I 111 I EX/18 �I / OUTF� EXI6 " CONIC ULVERT Ili 466.19'4I d II i472 \ / IEXI�TM CI \/ 29 IE OUT: < ] ��1 W)D U III �I I SI/1 L 10.00' PUBLIC EASEMENT PER nD�C \ v NO. 193-60gIC I /XEX /1, h MH RIM: 47355 I IE IN: 466.05 (60"SE U IE IN: 465.49 (60" IE OUT: 465.49 (60 EX 60" CONC SUMP: 46 .49/,/; A03 -471 r = 1 \\ ` EX STM _Mf BE SBM: 472.6£ IE IN: 467.11NW 1 ` \ IE IN: 466.29 (18 -SW IE OUT: 466.2411 /4721 i !II CII I I 304 35'� I I �I NI I I I� I I 35' 135'! 'r TREE NUMBER 4j2\> (12"W) sx RE CD T o N z - wr - - 11 IE IN: 463.16 (8"N) p 54 CONC 10318 ALT RAMP �rRIM: Q - MH -2.7967.02 RIM: 47258 (54"E) o ISOUT: 467.02 (54"W) cm) a SUMP: 467.02 •� ASPHALT TAX LOT 104 ��-- DRIVEWAY `LCHAIN LINK FEN TAX MAP 17023021 - EX STM CI ASPHALT RIM: 472.45 DRIVEWAY IE IN: 470.08 (8 N) Ex B" CPP TAX LOT 109 CULVERT TAX MAP 17023021 SUMP: 468.47 IE: 471.04 TAX LOT 300 - EX 12" CONIC TAX MAP 17023021 CULVERT 103107 EX SAN MH TREE NUMBER RIM: 472.72 (12"W) IE IN: 464.75 (8"N (STUB)) CD =- IE IN: 464.72 (8"E) o N IE OUT: 464.52 (8"S) 11 IE IN: 463.16 (8"N) p ASPHALT 10318 DRIVEWAY Q TAX LOT 200 - Ex STM CI TAX MAP 17023021 RIM: 47258 - CONC /IE OUT: 470.18 (8"S) DRIVE SUMP: 468.58 TAX •� ASPHALT M ��-- DRIVEWAY `LCHAIN LINK FEN STM~RIM: - EX STM CI 47aIE RIM: 472.45 N IE IN: 470.08 (8 N) F -- -IE IE OUT: 469.89 W) a SUMP: 468.47 x TAX LOT 300 103106 TAX MAP 17023021 14 _e CONIC RIM: 472_15 �J F TIE WT: 470.12 8 W �'7rV cTI UMP; 469.10 RIM: 472.26 TREE NUMBER IE OUT: 470.1 (12"W) SUMP: 469.22 LEX SAN MH CD RIM: 472.42 o N IE IN: 463.22 (8"E) 11 IE IN: 463.16 (8"N) p IE OUT: 463.12 (8°S) 10318 TAX LOT 1900 Q TAX MAP 17023021 ~' -END ' - CONC 11 DRIVE DECIDUOUS TAX 0 0TAX M oEX T468.10�_ STM~RIM: CONIFEROUS 47aIE 103103 OUT:W) xSUMP: 103104 � Ie �-�/� l/ TAX LOT 43 00 TAX MAP 1702302121 UNABLE TO JS, . '•E I EX SAN MH RIM: 471.56 a%%8 IEW.._467.�8.j.10SF.)�� _SUMP_466.63� i i /103 �on, / J JS, 1 :. , ! 1 1 RIM: 474.42 / CREIE IN: 474.42 (8°W (STUB)) �• rs6,,C 10 DRQ AY IE IN: 462.78 (8°N) IE OUT: 462.72 (8"S) gYp TAX LOT 105 al o R11M 4N 4� i TAX MAP 17023023 ml, IE IN: 462.29 (4"E) EX STM MH" IE IN:: 461. (8"N) RIM: 473.79 0 °.° IE OUT: 461.72 (8"S) IE IN: 466.48 (60°S) I ;'I # TAX LOT 4200 IE OUT: 466.36 (60"TAX MAP 17023021 II SEE SHEET - P02E 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 J 7736 W 0 U en � DRANN BY: cc � U J 7736 of 6/11/2020 W DRANN BY: cc CHECKED BY: MAD v � U 7z7��rn 2 C1io,n lzi a a 1 � a yZjNFf"DQ Qr7 �. IA p�j a� LL = fA U f9 =Q Yo z 0 F_ Z LL Q Q V c Z O 0 a Lu o wa0 Z� O Lu0 v J aLu Z �LL 20 F J Z x azm Lu LL co JOB NUMBER: 7736 BATE 6/11/2020 W DRANN BY: cc CHECKED BY: MAD v Z a 7z7��rn 2 C1io,n lzi 7- W yZjNFf"DQ Qr7 �. 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I 8.00' PUBLIC UTILITY y,1 EX STM MH 0 EASEMENT PER PLAT I i = W RIM: 467.88 III TAX LOT Q eV 103650 OF "NICOLE PARK" I II I I J Z IE IN: 463.53 (10"S) I I TAX MAP 17 W Ic�I J IE IN: 463.35 (15"W) X W II I W N IE OUT: 463.29 (15"E) f 30.00' ITARY SEWER J Z 103651 3 I I EASEMEN ER DOC. NO. J O ' I I I�I I I I I I I 94-2976 W N 103652 I� II � 103654 <' RIMS 467.52 _ _ T6" PVC I 6" PVC IE OUTIE IN: ., 454.9354.94 4(42)W) EX SAN H I EX STM 3653 . 1 M I I RIM: 465.36 RIM: 466157 I IE IN: 461.19 (6 N) I IE OUT: 458.?4 (60"W)� 15 PVC 12" PVC IE IN: 460.97 (8"E) I0O I I COMM MANHOLE IE IN: 460.54 ("S) EX STM MH IE OUT: 460.49 (f W) I I I (NO LOCATE I= I I IE 467.86 IN:46 00 (12"W) I I I I I IX DRAIN IE IN: 462.93 (12"S) I I I STM MH I IE IN: 462.80 (15"N) IE INRIM464.77 IE OUT: 462.75 (15"E) I I I : 460.10 (24"W) IE IN: 459.94 (24"N) \ E IN: 458.10 (60"E) II I T. 458.06 (60"S) EX STM CI I II RIM: 464.96 1 IE 460.52 (12"W) I IE OU 0.39 (24"E) o" 16 TAX LOT 1100 ON III I II Qo z� m'n I IE OUT: 459.02 (36"W) \SEN2O� KO Km �O I DECIDUOUS U�7 Y 3a C) I ao III ma >< F ILII I �M W - T T -7 IIII I I ' P LIC SANITARY WER EA MENT PER DOC, NO. 61 50778 \ / I EX STM CIS RIM: 466.39 IE 19 46139 (24"E) -TAX--L(}�.2Wa ' IE OUT: 4fy1.37 (24"W) TAX MAP 17032511 SUMP: 461.24 AREA: 8.15 ACRES±X 60- RCP CULVERT PER CITY OF SPRINGFIELD CASE -468, U E 4" CPP 1'}468-L--/ NUMBER 811-LO-ffl05_t!YPi ..��459. 9 _____ _ Y I OUTFALL IE: 462.17 L y _R66_ , ET r I � X155. 0' BUC WATER RIM: 468.81 - PERI EASEMENT�PER DOC. NO. IE IN: 462.25 (6"N) (SNB) 2009-031683 \ IE IN: 462.04 (8"E) (SNB) 1 I \,"CONFIRMED TO BE LOWER THAN OUT" 1 IE OUT: 462.15 (8"IY 5 72 - \ 10328 03576 103577 0356 103574 1 =W'S ' __1Ej[d 459.01 (60"N) I, )�E W-461.12 �ZA'� - _ //�1E OUT: 458.30 (� 0'W) F9Z-29763 ` 410 7:7- �T IS APPROXIMATED DWFA TDEBRIS IN BOTTOM OF MH IJ20.00' PUBLIC WATER- A_'SE ENTkEfLDOC.J94.�7909 =0383®®®®��® moo\ _I n n l„I..I0 030\_---s,iAbD (I I- 558-- EX DRAIN 14.00' WATERLINE -� I I10 IA8358 ' 103573 71 _ 103556 _ 10 57 L (EASEMENT PER REEL 1755 DOC. N0. 92-20133 I I I I I 2 30.00' SANITARY SEWER I I SANITARY SEWER EASEMENT PER DOC. N0. \ ' TAX LOT 10000 IQI II I >NT PER REEL 1935 94-29763 103648I TAX LOT 1800 N0. 94-21981 TAX MAP 17032512 I3I II I 0 0 PVC TAX MAP 17032513 I aI I CONC WALL �°�I II Q 1A� 103649 S. I 8.00' PUBLIC UTILITY y,1 EX STM MH 0 EASEMENT PER PLAT I i = W RIM: 467.88 III TAX LOT Q eV 103650 OF "NICOLE PARK" I II I I J Z IE IN: 463.53 (10"S) I I TAX MAP 17 W Ic�I J IE IN: 463.35 (15"W) X W II I W N IE OUT: 463.29 (15"E) f 30.00' ITARY SEWER J Z 103651 3 I I EASEMEN ER DOC. NO. J O ' I I I�I I I I I I I 94-2976 W N 103652 I� II � 103654 <' RIMS 467.52 _ _ T6" PVC I 6" PVC IE OUTIE IN: ., 454.9354.94 4(42)W) EX SAN H I EX STM 3653 . 1 M I I RIM: 465.36 RIM: 466157 I IE IN: 461.19 (6 N) I IE OUT: 458.?4 (60"W)� 15 PVC 12" PVC IE IN: 460.97 (8"E) I0O I I COMM MANHOLE IE IN: 460.54 ("S) EX STM MH IE OUT: 460.49 (f W) I I I (NO LOCATE I= I I IE 467.86 IN:46 00 (12"W) I I I I I IX DRAIN IE IN: 462.93 (12"S) I I I STM MH I IE IN: 462.80 (15"N) IE INRIM464.77 IE OUT: 462.75 (15"E) I I I : 460.10 (24"W) IE IN: 459.94 (24"N) \ E IN: 458.10 (60"E) II I T. 458.06 (60"S) EX STM CI I II RIM: 464.96 1 IE 460.52 (12"W) I IE OU 0.39 (24"E) o" EX STM CI TAX LOT 1100 RIM: 465.20 103556 IE IN: 459.41 (36"E) TAX MAP 17032514 IE OUT: 459.02 (36"W) \SEN2O� <aT5 � Y ' DECIDUOUS U�7 Y _XE STM MH - DECIDUOUS RIM: 464.91 - O'^ baa > o� F crJo �za I �M W � p .moi• y Q Z TAX MAP 17032513 W O NWG RIM: 464.89 CD IVH X I ONU O W Oo X K W 18 I RIM: 466.04 2 103580 DECIDUOUS F- F DECIDUOUS 1 1 IE OUT: 460.14 (36"W�) LLUUW 14 103563 SUMP: 457.54 - 103584 I TAX LOT 1200 cn II II 103648 DECIDUOUS 16 103649 TAX MAP 17032513 = I DECIDUOUS 18 J {� yy O V O N O J II„ 103653 CD W 103654 DECIDUOUS 6 103655 DECIDUOUS 10 LINK 1 DECIDUOUS ago OJ a O a Q III I I O ZJ ow Xx X x J . DRIVEWAY I W i I= SEE SHEET - P02F gWT71jI � I �I I I I I I I TAX LOT 1000 C� TAX MAP 17032514 U ~ p Z & I I CONC BLOCK WALL GRAVEL I "" "" DRIVEWAY TAX LOT 1000 TAX MAP 17032513 EX STM CI TAX LOT 1100 RIM: 465.20 103556 IE IN: 459.41 (36"E) TAX MAP 17032514 IE OUT: 459.02 (36"W) wo <aT5 � Y ' DECIDUOUS I IJ _XE STM MH - DECIDUOUS RIM: 464.91 - I IE IN: 460.28 (18"W) W 22ND IE IN: 458.92 (36"E) ,STS I TAX LOT 1300 IE OUT. 44557..98 (60"S) 18 103575 TAX MAP 17032513 EX STM CI 103576 RIM: 464.89 10 IE IN: 460.60 (12"W) IE OUT.- 460.57 (18"E) 10 EX STM CI W 18 I RIM: 466.04 Z 103580 DECIDUOUS 14 103581 DECIDUOUS 1 1 IE OUT: 460.14 (36"W�) N 14 103563 SUMP: 457.54 14 103584 I TAX LOT 1200 W II II 103648 DECIDUOUS 16 103649 TAX MAP 17032513 = I DECIDUOUS 18 J DECIDUOUS 6 CONCRETE DECIDUOUS II„ 103653 DRIVEWAY W 103654 DECIDUOUS 6 103655 DECIDUOUS 10 LINK 1 DECIDUOUS 8 103657 FENCE 10 III I I � GRAVEL J . DRIVEWAY I= �a ILII I I1 r TAX LOT 1101 I.O II 71 l TAX MAP 17032513 TAX LOT 1000 TAX MAP 17032513 Z SCALE: 1"=50 FEET 50 0 10 25 50 TREE TABLE EX STM CI TYPE RIM: 465.20 103556 IE IN: 459.41 (36"E) 10 IE OUT: 459.02 (36"W) L DRIVE SUMP: 456.70 � Y ' DECIDUOUS 4661 _XE STM MH - DECIDUOUS RIM: 464.91 - 103572 IE IN: 460.28 (18"W) W 22ND IE IN: 458.92 (36"E) ,STS -w-mot 103574 IE OUT. 44557..98 (60"S) 18 103575 DECIDUOUS EX STM CI 103576 RIM: 464.89 10 IE IN: 460.60 (12"W) IE OUT.- 460.57 (18"E) Z SCALE: 1"=50 FEET 50 0 10 25 50 TREE TABLE TREE NUMBER TYPE DBH (IN.) 103556 DECIDUOUS 10 103557 DECIDUOUS 10 103558 DECIDUOUS 10 103571 DECIDUOUS 14 103572 DECIDUOUS 12 103573 DECIDUOUS 12 103574 CONIFEROUS 18 103575 DECIDUOUS 10 103576 CONIFEROUS 10 103577 CONIFEROUS 10 103578 CONIFEROUS 18 103579 CONIFEROUS 16 103580 DECIDUOUS 14 103581 DECIDUOUS 12 103582 DECIDUOUS 14 103563 DECIDUOUS 14 103584 DECIDUOUS 14 103585 DECIDUOUS 14 103648 DECIDUOUS 16 103649 DECIDUOUS 8 103650 DECIDUOUS 18 103651 DECIDUOUS 6 103652 DECIDUOUS 14 103653 DECIDUOUS 16 103654 DECIDUOUS 6 103655 DECIDUOUS 10 103656 1 DECIDUOUS 8 103657 1 DECIDUOUS 10 W 7736 O 0 e.nU � DRANK BY: GG � U J 7736 O r W DRANK BY: GG CHECKED BY: MAD z�rn v � U �iov w z3z`�v� Q Q N F Q � a yZj fMD Qr7 z �. IA p�j Q� LL r�N = fA U c7 =Q Yo z 0 Q Z LL Q Q V c Z 0 0 maw P: wa0 ZO Mw0 V Jaw LL Z 20 F J Z U) aza Lu LL U) JOB NUMBER: 7736 DATE 6/11/2020 W DRANK BY: GG CHECKED BY: MAD z�rn v z a �iov w z3z`�v� W W Q � N F Q 7- W yZj fMD Qr7 z �. IA p�j W LL r�N 0 Q Z LL Q Q V c Z 0 0 maw P: wa0 ZO Mw0 V Jaw LL Z 20 F J Z U) aza Lu LL U) JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY: DRANK BY: GG CHECKED BY: MAD PO -02G CHURCH COMMUNITY GATHERING PLACE BONNIE LANE STORMWATER MANAGEMENT ` STORMWATER ATTENUATION YY 1 AND CLEAN WATER I OPEN SPACE OTTO STR GREEN SPACE AND PEDESTRIAN • • • •-------- CONNECTIVITY ____ - CONNECTIVITY ------ Lu __ w EE 0 s U O J v 3 3 m m 324 m d3 321 320 319 318 317 316 315 322 .... D oFoD SCFIOOL CHURCH 239 MULTI -FAMILY RESIDENTIAL Q°o000 101 221 259 MERCIAL A \ VIARCOLA OADO°T, . o SCHOOL - • COMMERCIAL EDUCATIONAL OPPORTUNITIES • • • • • • • • -- - _ - FOR NEIGHBORHOOD CHILDREN SHOPPING CONVENIENT NEIGHBORHOOD D EMPLOYMENT -- iC II 2851: Lu W W V) M i1 WSINGLE-FAMILY ° ••• RESIDENTIAL 2,1 NEAR SCHOOLS, SHOPPING, AND EMPLOYMENT 11 MULTI -FAMILY RESIDENTIAL AFFORDABLE HOUSING OPTIONS MARCOLA ROAD N- 7Iw��_,i� II 11 1��11 SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' x X NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE Cn L W L LEGEND OPEN SPACE STORMWATER FACILITY SINGLE-FAMILY O L MULTI -FAMILY COMMERCIAL CHURCH w SCHOOL CHURCH COMMUNITY GATHERING PLACE BONNIE LANE STORMWATER MANAGEMENT ` STORMWATER ATTENUATION YY 1 AND CLEAN WATER I OPEN SPACE OTTO STR GREEN SPACE AND PEDESTRIAN • • • •-------- CONNECTIVITY ____ - CONNECTIVITY ------ Lu __ w EE 0 s U O J v 3 3 m m 324 m d3 321 320 319 318 317 316 315 322 .... D oFoD SCFIOOL CHURCH 239 MULTI -FAMILY RESIDENTIAL Q°o000 101 221 259 MERCIAL A \ VIARCOLA OADO°T, . o SCHOOL - • COMMERCIAL EDUCATIONAL OPPORTUNITIES • • • • • • • • -- - _ - FOR NEIGHBORHOOD CHILDREN SHOPPING CONVENIENT NEIGHBORHOOD D EMPLOYMENT -- iC II 2851: Lu W W V) M i1 WSINGLE-FAMILY ° ••• RESIDENTIAL 2,1 NEAR SCHOOLS, SHOPPING, AND EMPLOYMENT 11 MULTI -FAMILY RESIDENTIAL AFFORDABLE HOUSING OPTIONS MARCOLA ROAD N- 7Iw��_,i� II 11 1��11 SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' x X NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE Cn L W L J ) Z Z a O LLI QLL U p ED z 0 oaLLJ r 0 jI WHO Q H H J Q W CL W O 2 LL Z�az Q Z O LL cn JOB NUMBER: 7736 DATE: 5/04/2020 DESIGNED BY: NKP DRAWN BY: NKP CHECKED BY: KAH PO -03 U ' LC / 0 O L ,n ! w J � Q R F Q U Z r o (9 Z N w ` o z w=ow 2 N Y L L (.S L N�Qr7¢ ]C 333 Z W L J ) Z Z a O LLI QLL U p ED z 0 oaLLJ r 0 jI WHO Q H H J Q W CL W O 2 LL Z�az Q Z O LL cn JOB NUMBER: 7736 DATE: 5/04/2020 DESIGNED BY: NKP DRAWN BY: NKP CHECKED BY: KAH PO -03 - J- ---- _ -BOARD ELECTRICAL ATER AND — I _ — I — _ I - W STREET - :F VSTREET- --1_ W W N M- 1 — I— —I ,OrLjl Lrij U -1i pNpOG i Lru QII L I I I-IYA CL. A13; �--1 J VVV„1 µ- - _ _u STREET - a - U a ]1 P%40 I -IT -T --- F-[T--T---F I r.11C, j;,.A.I t NOTE: OPEN SPACE WILL BE DETERMINED ON A PHASE BY PHASE BASIS. N SCALE: 1”=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' x 34' SQUARE FEET ACRES GROSS SITE AREA 4,372,082 100.37 OPEN SPACE 43,946 1.01 MEDIN DENSITY RESIDENTIAL (MDR) R F MINIMUM DENSITY (14 UNITS/NET ACRE) 0 MAMMUM DENSITY (28 UNITS/ NET ACRE) SQUARE FEET ACRES GROSS AREA 3,281,834 75.34 RIGHT-OF-WAY AREA 675,180 15.50 OPEN SPACE PROVIDED NET AREA 270.006 6.20 2,336,648 53.64 COMMUNITY COMMERCIAL (CC) Q SQUARE FEET ACRES GROSS AREA 426,718 9.80 RIGHT-OF-WAY AREA 31-600 0.73 NET AREA 395,118 9.07 PI LAND AND OPEN SPACE (P106) SQUARE FEET ACRES GROSS AREA AREA 619,584 31.593 14.22 0.73 RIGHT-OF-WAY NET AREA it x `n 587,991 13.50 t NOTE: OPEN SPACE WILL BE DETERMINED ON A PHASE BY PHASE BASIS. 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Ll 1 1 I T Ib R MATCH LINE (SEE SHEET PO -09A) MATCH UNE (SEE SHEET PO -09A) 1. wn s x1 li yyi f^ 284 285 286 sb s 276 g i� mr ar 260 I q 281 282 7 s ams suns aw s Ams s $y 'Or• runs 277 $ 'Y sA ao' Kq rws , 1 awr ams rr p8s 48• •ix°' RB• mas a278 mr 279 280 I I 289 Bc $r sus: awr \n.r 261 i i nr _ _- aT� '.`yr, 50' ROW fir, 290 rra' "x I awr ag 449' sa Iv ac — — 291 168' 15.00' STORM "r 262 I' — �S,4� .,..s 292 293 �y " DRAINAGE nI '4r01 s_ — I \ ``� ...s awr 294 TATER F EASEMENT — — — — 1� -- --�''---''T'•' % ams StORMWAIIR FApOtt — — 1 , _— _ aa'<---- y. ak `Zr� W.W33 109-- - - li e?_y___ ��lk 263 , wC de, 295 / w11 ./ a5ns ez s 7.00; PUE 304 303 302 301 r 307 306 305 300 i amr N %g a y, y, 299 1 i 296 7.00' PUE _ _ x r � � 298 1CT L not 297 SPACE B19 SIF TRACT K 11 I 1 OPEN SPACE I r6A 846.5 /j paa TRACT N WSTORMWAIER FAp� \11 R 1\\11 PARCEL 2 \ \ OF PARTITION PLAT \\ \1 CASE NO. 811-20-000081-TYP2 20.00' STORM DRAINAGE EASEMENT 20.00' EASTING PUBLIC SANITARY SEWER EASEMENTI — — — _ _ _ 20.00' PUBLIC SANITARY 1 — — — - -EASEMENT 14.00' PUBLIC SANITARY SEWER—,/ EASEMENT �i \ PIERCE \_ PARKWAY — II II II II II II N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22' x 34• W 2 U C U 0 Z F - Q Q J a LL z - 0 cf)� > Oz0 m aJLu U) w�0 Twp Q J QW Z 0 2 0 �Jz � Qzm m ALU) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY: CLS DRAW BY: Wx CHECKED BY: LTP 0: U CC r a Q U Z fa7 N Z yo iZ J W >Z �N Z LLD ¢� = W Q Z z�rn v = J a aNF MY = � W yd�F'v�i W LL 0 Z F - Q Q J a LL z - 0 cf)� > Oz0 m aJLu U) w�0 Twp Q J QW Z 0 2 0 �Jz � Qzm m ALU) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY: CLS DRAW BY: MSD CHECKED BY: LTP mil u e CJ A�-21 -------------- 1I/ I – �(\ CHH– c- 1 I � I 9, -----470 PARLYL 1 I) � � I <�69 I � I 488-\ MAR\C01 A ROAD s 472 \/ PARCEL 2 �r I f�W STREET!I i ..� U STREET- \-PIERCE--- �� –_ - _ \ ` 468 _--� _ / ` �' i L— -TT – � _�---_~-466=�� 469— _ _--'G--_ _ — - — _ TI I I u N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' . 34' N W W 2 U c U 6/30/21 G 7736 DAX 6�1/2020 DESIGNED BY: CLS A�-21 -------------- 1I/ I – �(\ CHH– c- 1 I � I 9, -----470 PARLYL 1 I) � � I <�69 I � I 488-\ MAR\C01 A ROAD s 472 \/ PARCEL 2 �r I f�W STREET!I i ..� U STREET- \-PIERCE--- �� –_ - _ \ ` 468 _--� _ / ` �' i L— -TT – � _�---_~-466=�� 469— _ _--'G--_ _ — - — _ TI I I u N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' . 34' N W W 2 U c U 0 Q Q LL J � a z �2p 0 0Z0 Q a Jw wa0 W p Q J Q W Z .02LL 20 J Z L Qza a ME Cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DAX 6�1/2020 DESIGNED BY: CLS DRAYM BY: MSD Wx Up 2U ¢a r DL a0 U 2 N C YO 2 J W �N ¢ _ _ LLD <.Is U ¢ O U = d yp2yp�rn Q WS��W aNF MY = m W Nm6r5¢ z ¢ W LL 0 Q Q LL J � a z �2p 0 0Z0 Q a Jw wa0 W p Q J Q W Z .02LL 20 J Z L Qza a ME Cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DAX 6�1/2020 DESIGNED BY: CLS DRAYM BY: MSD CHECKED BY: Up 003 ej J - _ -r-45k7.r__I II 1. STREET IJGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE WITH O� FINAL DESIGN. 2. STREET TREES SHALL BE PRONDED WITH FINAL DESIGN, AT REQUIRED SPACING. 3. WATER LINES SHOWN ARE CONCEPTUAL, FINAL DESIGN SHALL BE COMPLETED BY SPRINGFIELD UTILITY BOARD. _ 4. FIRE HYDRANT SPACING SHALL BE 500 FEET. T 1 I 5. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT WIDE STREETS. 'NO PARKING' I I I SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. II I II I I II Li N SCALE: 1"=150 FEET 150 0 30 75 150 ORIGINAL PAGE SIZE: 22' . 34' N W W 2 0 7 at r � U 0 a U LL �0Z a 0ZO Jw wa0 �w0 H J Q W 0 O LL 0 a �Z 0 aZa U 2 IL cn RENEWAL DATE: 6/30/21 JOB NUMBER: 0 Lu 6/11/2020 DESIGNED BY: CLS DRAW BY: MSD t LTP CC U x ¢a r W a� U 2 N C YO 2 J W �N ¢ _ _ LLD = y a O U ¢ O U = J d yy2�rn Q' WS�In �,Zj aNF MY = m W Nm6r5¢ z ¢ x M-4 �i W LL 0 a U LL �0Z a 0ZO Jw wa0 �w0 H J Q W 0 O LL 0 a �Z 0 aZa U 2 IL cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAW BY: MSD CHECKED BY: LTP PO -11 ........ ........ - - __-__ - wT _ wT AT Tom I I 3 1 —_�— —WATT I I TAX LOT 602 '_'_ saAwu --wT— — I �11 TAX MAP 17021934 32 31 I I —wAi— — — — - -- —NAI— sc —WAT� 34 33 -- - -_____ — — —VAT —wAT— —— 36 _ AT 5005 w 39 38 37 -wi- -NAi— ---- — -�� 4o CAT H BASIN .. 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R MAIN ,ao _, rn - WA , ATE . .. rn --vu - ,-' 200 201 I - 162 161 _ _---- 163 __ - -VAT 199 �r L� TAX LOT 104 165 164 ST M DRAI MAIN .( WAT ,. sur - - _ 197 198 I I TAX MAP 17023021 195 196 _ 167 ...- sur _ - rn rn— sur .. C TCH SIN (TYP) 194 'rna - 193 wAT SAN r 1p, ,9, ,9z I I � I I 189 190 1 r ' i 188 30 --___ , 187 TAX MAP 1702 IITAX LOT 10 I rn�— .... ' 186 '" ___— 1II�, ', 185 206 205 I I I I 1W� sAu _ Lu 184 - - 183 , 'i 207 I I I I Vl ------ - 181 182 II I 1 I I m _ --- ----- — '" m 178n 180 9 I II z„ . 176 ' I 212 _. 1 a , 174 175 215 214 213 ' 1 I I I I I M 173 , 216 208 r 204 I Z 172 b I 217 r 1 I m I11b _ h. I z,a W WATER M HOLE (TYP TAX LOT 219 n n � C -0)I I I I I i� EXISTING GAS LINE w 1 zzo W 222 221 209 TAX MAP 17 I I I z 223 , wT _ u* - , '� 203 I I f l 225 224 227 226 230 229 210 232 231 _ _____wT � I 234 233 - - .. ____ ___ _ ... _ 31ry r i I O 1 236 235 "-'Wld — _ S\4r`.rr i� 202 STORMWA7ER E I I POrI "III i �w I ----- / III I r�Ii ; o _ 268 269 270 266 267 271 - I — ... _ - __ ,1 1 � I 272 ` SlY\ ___ , I 264 `. r ._ _ — I I I �' TAX LOT 300 ------ 259 'll 258 'r 273 — wr I �, TAX MAP 17023021 N w _ '- _ ---- - 25s zsa zs7 I I I U STREET ..: WAS TER MAI (TYP) 252 1 , 251 I 1 II --___ — — ' --------------- -- -_245 247 249 250 275 ',~ 283 285 286 287 (STING $T CM - --- 246 248 260 282 284 276 277 Cu L T I -m I' ' A = - 278 �79' 2a II ® ® SCALE: 1"=60 FEET MATCH LINE (SEE SHEET PO -11D) MATCH LINE (SEE SHEET PO -11D) 60 0 12 30 60 ORIGINAL PAGE SIZE: 22" x 34` 0 Q U r. cf)Oz a 0Z0 U J W wa0 W p H J Cf) W O V�0 a �z 0 aZa U IL cn RENEWAL DATE: y W 7736 W Q DESIGNED BY U DRAWN BY: MSD cc r 7 U O w H R U CC CC F w a Q U V Z N C ai Z yo 2 J W c �N o �vi j 2 as m N Q co ¢ n o R rwjio.nw ¢ SNGR �Nrn¢n¢33 = W Z O 0 Q U r. cf)Oz a 0Z0 U J W wa0 W p H J Cf) W O V�0 a �z 0 aZa U IL cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY CLS DRAWN BY: MSD CHECKED BY: LF 04 I TAX LOT 1600 i ISITAX MAP 17032511 / Ijl 1 TAX LOT 1300 / TAX MAP 17032511 TAX LOT 2300 TAX MAP 17032444 _-- -- AND — —1— — — --- --WATER - — G11 ,^AFtD — MATCH UNE (SEE SHEET PO -11C) MATCH UNE (SEE SHEET P0 -11C) 54 5 611 I I N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22" x 34° N W W 2 0 7 at r � U Z O Q U LL HOZ a 0ZO J0 two HJ Q W 00 �LL O a�Z 0 aZa U li cn RENEWAL DATE: 6/30/21 JOB NUMBER: 0 LU 6/11/2020 DESIGNED BY: CLS DRAW BY: Wx CHECKED BY: UP CCU ¢a r a a� U 2 N C io 2 J WRU)2 oz �N LLD U = d yp2yp�rn i3 MY = m W Nm6r5a z yd�F'v�i W E Z O Q U LL HOZ a 0ZO J0 two HJ Q W 00 �LL O a�Z 0 aZa U li cn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAW BY: MSD CHECKED BY: UP lomii :lj i TAX LOT 4100 TAX MAP 17032512 HX LOT 4200 TAX MAP 17032512 1 1 WT _ Il! U TAX LOT 4300 TAX MAP 17032512 TAX LOT 9700 l TAX MAP 17032512 MATCH UNE (SEE SHEET P0-1113) MATCH UNE (SEE SHEET P0-1113) SA _yW 7 i 0 N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22" x 34° W 2 0 7 C U Z O F— U LL HOZ a 0ZO J0 �w0 HJ Q W U) 0LL O0 0 a �Z 0 aZa 0 LL U) RENEWAL DATE: 6/30/21 0 LU DATE: 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD Wx LTP 2U ¢a r a a0) U 2 N C YO 2 J W �N R _ LLD =_ y a O U = J d yp2yp�rn aNF MY = � W Nm6r5¢ z ¢ yd�F'voi W LL Z O F— U LL HOZ a 0ZO J0 �w0 HJ Q W U) 0LL O0 0 a �Z 0 aZa 0 LL U) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD CHECKED BY: LTP PO -11C MATCH UNE (SEE SHEET PO -11A) 245 248 249 246 247 260 \ 244 ' 261 I — — 243 262 _ TRACT F _ STORMWATER FACILITY _ 263 / i/ 241 242 STORM DRAIN MAIN (TYP) / I / . / / °PIERCE DITCH° / I / a WASTEWATER MANHOLE (TV) ' I N'I InA11'//AIn'I 1 WATER MAIN (lYP) 'I I 1 \ 1 1 I \ 1 r\ 1\ \ \ \ \ 1 , \ \ EXISTING WASTEWATER TRUNK MAIN (DIP)STORM DRAIN MANHOLE (TYP) ` — — — — — — — — -- -- —mow-- — —— — — — MATCH UNE (SEE SHEET PO -11A) ' 1 ' zfis-- -- 1 283 284 286 287 276 I 281 282 288 277 278 279 280 RM DRAI w� -- _______ � .\ 290 I' I 291 292 293 900 294 4w 3 ��` ' ; I inxxMnP°im33021 F` TAX LOT 1800 295 TAX MAP 17023021 /307 306 305 304 303 302 301 / 299 i 296 I `w NG STORM 298 % I IIS TAX LOT 4300 _ 297 / / III TAX MAP 17023021 r_,.. OPEN SPACE <— — — — <— — — — — — — / :1RELT I IfML /1'iL � I / � I I IY' a w/ I TAX LOT 101 TAX MAP 17023023 i 6 TAX LOT 105 �I -.- TAX MAP 17023023 I I STORM DRAIN MAIN (TYP) ,> " - I I TAX LOT 4200 TAX MAP 17023021 -411 '. \ TAX LOT 105 � I y - / TAX MAP 17023023 I I TAX LOT 4200 i �`'� i / ^ (�� 4•� I I I TAX MAP 17023021 TAX LOT 104 TAX MAP 17023023 I I -- — — — — — — — — _SA ------"---- ---- ---- - - -- -w� I \, PARKWAY \----------------- I -I A - - - - - - II I I II I I II I I II I I II I I II I I II I I TAX LOT 102 TAX MAP 17023023 I u '--------------------------------- 6/30/21 /,- Lu DATE: 6/11/2020 DESIGNED BY: CLS DRAYN BY: MSD Wx LTP wnr— —wni— — —WAi r DL Q U Z fa7 N p Z ro Z —_�_----_—_—_—_�-_---_-- —OXW_ — —qyq_ > Tx V 1 /,T ! TAA EX SAN MH RIM: 470.68 IE IN: 463.80 (8°S) IE OUT: 463.80 (8°11) =m— — — N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22' x 34° W 2 0 C U O ` r U LL HOZ a 0 z a Jw cr Lu �w0 H J Q W 00 �LL O a�Z 0 aZa U LL U) RENEWAL DATE: 6/30/21 0 Lu DATE: 6/11/2020 DESIGNED BY: CLS DRAYN BY: MSD Wx LTP RU ¢a r DL Q U Z fa7 N p Z ro Z > �N Z Z LLD U) rn aAZO � f7¢n O 2�rn U � J d � W yd�F'v�j� W LL O ` r U LL HOZ a 0 z a Jw cr Lu �w0 H J Q W 00 �LL O a�Z 0 aZa U LL U) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAYN BY: MSD CHECKED BY: LTP lOMCi 7 lair Tm`NW em L_a a° IN a --- --------- - :, IN gag I 1��- -- CL -CL INTERSECTION p , END STREET IMPROVEMENTS ' ISTA 31+39.61 FENYA STREET J + = STA 14+32.47 26TH LOOP-= N, I- I NN I I I I ' I I 1 1 1 1 e C8 I y I I f6 9� I I w min I mL00 ig w JI l I iii I ' ' -III , i / i::nI _ / I I I I m oilI j - I I I I , I I I I I I I I I e8 i� i~ T iW UJ F I IF i(� v I I `i CL -CL INTERSECTION `I END STREET IMPROVEMENTS STA 43+90.39 V STREET = STA 22+62.81 MARCOLA ROAD I -F _ I I !® 3B EUGENE CL -CL INTERSECTION END STREET IMPROVEMENTS STA 24+01:40 26TH LOOP BEGIN STREET STA 10+00.1 CL -CL INTERSECTION STA 24+99.32 V STREET STA 12+60.00 8 H PLACE CL -CL INTERSE STA 24+56.55 U S' = STA 15+2_0.00 28TH I irw AL ND ELECT�R.rCr C7 CL -CL INTERSECTION STA 17+05.-18 FENYA STREET .END STREET IMPROVEMENTS TSTA 26+11.22 W STREET = STA 99+07.39 FFNYA ST CL -CL INTERSECTION - STA 18+21.50 V STREET O = STA 14+90.00 PIERCE PARKWAY- CL-CL ARKWAYCL-CL INTERSECTION i .J. STA 17+78.46 U STREET BEGIN STREET IMPROVEMENTS STA 10+00.00 PIERCE.PARKWAY =_STA 19+00.47 W STREET STA 32+23.40 V STREET I v END STREET IMPROVEMENTS END STREET IMPROVEMENTS I I STA 16+06.08 28TH PLACE / = STA 31+91.94 U STREET BEGIN STREET IMPROVEMENTS ..... -....; - ' = STA 10+00.00 26TH LOOP + t pWG1gG I 9 9 I I CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 24+71.72 PIERCE. PARKWAY I = STA 3.1+43.71 N 28TH STREET II / I I I I�OG✓�G✓�G�C`'� (� t I � I ------------------------------------ I i M ------ RC R A- -- -----------'/ - ' � SIS §i w m NJ B, B� "�' 3a Be 8� NO I 1 : I' BEGIN STREET IMPROVEMENTS --MATCH EXISTING STA 11+44.18 FENYA STREET BEGIN STREET IMPROVEMENTS MATCH EXISTING . STA 14+59.47 W STREET BEGIN STREET IMPROVEMENTS MATCH EXISTING , STA 13+39.30 30TH PLACE CL -CL INTERSECTION END STREET IMPROVEMENTS STA 14+24.39 30TH PLACE = STA 11+55.06 V STREET END STREET IMPROVEMENTS STA 11+56.23 CUL-DE-SAC _ t CLAL MTERSECTION y- BEGIN STREET IMPROVEMENTS I} STA 10+00.00 CUL-DE-SAC = STA 12+47.00 U STREET I STREET IMPROVEMENTS 10+00.00 S STREET F wits _ iN 10f YY rut IED w B� 6i I W STREET - - 3e B� ro tares ::N o.- i --m I CL -CL INTERSECTION J ' :;BEGIN STREET .IMPROVEMENTS J STA 10+00.00 V STREET ' =STA 18I I ST STREET ET VSTREET --L--_ J1 5 I I I I-,tm tw Be w..® I F o__ mr tw }tI y 11 ~ R/WR/W ' N 7.00' PUE 50.00' R/W 7.00' PUE I- t M Z - CL -CL INTERSECTION 0.50' 28.00' PAVED N1DTH -0.50' BEGIN STREET IMPROVEMENTS I I 5.00' 4.50• CL 4.50' 5.00' STA 10+00.00 U STREET 1.00'-+ 14.00'-^-I^14.00'----�f '-1.00' *: tmm= STA 21+39.78 N 31ST STREET A/C PAVEMENT U STREET ___ 1.5oX z.00X % 2.00% 1.SOX 5a / / PLANTER STRIP) BASE ROCK SUBGRADE J ` 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 PUCE 30TH PLACE R/W PAVED WIDTH -17.00' PILE - -VARIES 24.0' TYP_ 0.50'- - 5.00' 4.50' CL 2'7 1 A/C PAVEMENT Mqk 11 5oX 2.00% CONCRETE SIDEWALK J PLANTER STRIP BASE ROCK STANDARD CURB AND GUTTER NATIVE BACKFlLL TYPICAL COLLECTOR HALF -STREET SECTION SCALE 1*=10' N 31ST STREET I L ' p E §� E END STREEL.IMPROVEMENTS IN, - STA 15+02.28 S STREET - 5! 3! ivy® T� I 0,50'- 5.00' .50'-5.00' 4.50' / 1 M 1.50X i 1 i PLANTER STRIP -------------------------- 70.00' R/W- 30' PAVED WIDTH `A/C PAVEMENT 2 00X I f 2.00% BASE ROCK SUBGRADE J TYPICAL COLLECTOR STREET SECTION SCALE 1'=10' V STREET NOTE 1. TEMPORARY GRAVEL EMERGENCY VEHICLE TURNAROUNDS SHALL BE PROVIDED AT PHASE BOUNDARIES WHEREVER NECESSARY TO MEET FIRE DEPARTMENT REQUIREMENTS. 2. TEMPORARY GRAVEL SECONDARY EMERGENCY VEHICLE ACCESS ROADS SHALL BE PROVIDED FOR PHASES WHENEVER NECESSARY TO MEET FIRE DEPARTMENT REQUIREMENTS. 3. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT MADE STREETS. 'NO PARKING' SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. �-{ 7.00' PUE I--� ' II s.ao' �1.ao' 1.5n I F11AA% / I— CONCRETE SIDEWALK STANDARD CURB AND GUTTER SCALE: 1"=150 FEET 150 0 30 75 150 ORIGNAL PAGE SIZE: 22' . 34' N w w 2 0 7 at r � U 0 Lu w�wa�s w t CCU ¢a r W a� U 2 N BEGIN STREET IMPROVEMENTS STA 10+00.00 PIERCE.PARKWAY =_STA 19+00.47 W STREET STA 32+23.40 V STREET I v END STREET IMPROVEMENTS END STREET IMPROVEMENTS I I STA 16+06.08 28TH PLACE / = STA 31+91.94 U STREET BEGIN STREET IMPROVEMENTS ..... -....; - ' = STA 10+00.00 26TH LOOP + t pWG1gG I 9 9 I I CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 24+71.72 PIERCE. PARKWAY I = STA 3.1+43.71 N 28TH STREET II / I I I I�OG✓�G✓�G�C`'� (� t I � I ------------------------------------ I i M ------ RC R A- -- -----------'/ - ' � SIS §i w m NJ B, B� "�' 3a Be 8� NO I 1 : I' BEGIN STREET IMPROVEMENTS --MATCH EXISTING STA 11+44.18 FENYA STREET BEGIN STREET IMPROVEMENTS MATCH EXISTING . STA 14+59.47 W STREET BEGIN STREET IMPROVEMENTS MATCH EXISTING , STA 13+39.30 30TH PLACE CL -CL INTERSECTION END STREET IMPROVEMENTS STA 14+24.39 30TH PLACE = STA 11+55.06 V STREET END STREET IMPROVEMENTS STA 11+56.23 CUL-DE-SAC _ t CLAL MTERSECTION y- BEGIN STREET IMPROVEMENTS I} STA 10+00.00 CUL-DE-SAC = STA 12+47.00 U STREET I STREET IMPROVEMENTS 10+00.00 S STREET F wits _ iN 10f YY rut IED w B� 6i I W STREET - - 3e B� ro tares ::N o.- i --m I CL -CL INTERSECTION J ' :;BEGIN STREET .IMPROVEMENTS J STA 10+00.00 V STREET ' =STA 18I I ST STREET ET VSTREET --L--_ J1 5 I I I I-,tm tw Be w..® I F o__ mr tw }tI y 11 ~ R/WR/W ' N 7.00' PUE 50.00' R/W 7.00' PUE I- t M Z - CL -CL INTERSECTION 0.50' 28.00' PAVED N1DTH -0.50' BEGIN STREET IMPROVEMENTS I I 5.00' 4.50• CL 4.50' 5.00' STA 10+00.00 U STREET 1.00'-+ 14.00'-^-I^14.00'----�f '-1.00' *: tmm= STA 21+39.78 N 31ST STREET A/C PAVEMENT U STREET ___ 1.5oX z.00X % 2.00% 1.SOX 5a / / PLANTER STRIP) BASE ROCK SUBGRADE J ` 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 PUCE 30TH PLACE R/W PAVED WIDTH -17.00' PILE - -VARIES 24.0' TYP_ 0.50'- - 5.00' 4.50' CL 2'7 1 A/C PAVEMENT Mqk 11 5oX 2.00% CONCRETE SIDEWALK J PLANTER STRIP BASE ROCK STANDARD CURB AND GUTTER NATIVE BACKFlLL TYPICAL COLLECTOR HALF -STREET SECTION SCALE 1*=10' N 31ST STREET I L ' p E §� E END STREEL.IMPROVEMENTS IN, - STA 15+02.28 S STREET - 5! 3! ivy® T� I 0,50'- 5.00' .50'-5.00' 4.50' / 1 M 1.50X i 1 i PLANTER STRIP -------------------------- 70.00' R/W- 30' PAVED WIDTH `A/C PAVEMENT 2 00X I f 2.00% BASE ROCK SUBGRADE J TYPICAL COLLECTOR STREET SECTION SCALE 1'=10' V STREET NOTE 1. TEMPORARY GRAVEL EMERGENCY VEHICLE TURNAROUNDS SHALL BE PROVIDED AT PHASE BOUNDARIES WHEREVER NECESSARY TO MEET FIRE DEPARTMENT REQUIREMENTS. 2. TEMPORARY GRAVEL SECONDARY EMERGENCY VEHICLE ACCESS ROADS SHALL BE PROVIDED FOR PHASES WHENEVER NECESSARY TO MEET FIRE DEPARTMENT REQUIREMENTS. 3. PARKING SHALL BE ALLOWED ON ONE SIDE OF 28 FOOT MADE STREETS. 'NO PARKING' SIGNS SHALL BE UTILIZED TO INDICATE WHICH SIDE. �-{ 7.00' PUE I--� ' II s.ao' �1.ao' 1.5n I F11AA% / I— CONCRETE SIDEWALK STANDARD CURB AND GUTTER SCALE: 1"=150 FEET 150 0 30 75 150 ORIGNAL PAGE SIZE: 22' . 34' N w w 2 0 7 at r � U Z Z `O p F- F- 0 Q � 1U 1.L 0 cl)O _ aaw Wa0 Q �w0 a< Jaw O W VjZ c Qza c wCn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY: CLS DRAYM BY: MSD CHECKED BY: LTP PO -12 0 Lu w t CCU ¢a r W a� U 2 N C YO 2 J W¢ �N _ Z LLD Sc y a U = d yp2yp�rn ww z 3N aNF MY = m w Nm6 5¢ V' 2 W LL Z Z `O p F- F- 0 Q � 1U 1.L 0 cl)O _ aaw Wa0 Q �w0 a< Jaw O W VjZ c Qza c wCn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE 6/11/2020 DESIGNED BY: CLS DRAYM BY: MSD CHECKED BY: LTP PO -12 _.......... — — --------------- --- -------------------- ------- —_ --- --------------- - ------------31 TRACT 33 32 - OPEN DACE 35 34 --- — _ __ ____ _____ ------------------ 36 __ 39 MATCH EXISTING _ ___ -_ 37 BEGIN STREET IMPROVEMENTS = ' - r _ 10.00 WIDE 38 , ... - -' ,. T _— — -----' ' PEDESTRI PATH 40 _"_ STA 14+59.47 WSTREET 44 43 4746 45CL-CLINTERSECTION '• __ -- 44100 ..,�— i— ~ _ -- 11+00 , 49 4a BEGIN STREET IMPROVEMENTS _ ' ' N81,44345"0 - _ --- 5o STA 10+00.00 PIERCEPARKWAY-----'-- ' 53 52 51 W STREET - STA 19+00.47 W STREET �� _ ---- ---- ------ I ; 54 --- — 00 19 LA " _ STRIP Ss ---- - I I m 52 al --`-"1 78 7g 840 1 1 I 1 I t � I _I 74 75 Ili 1111 90 89 88 87 r) 19 72 71 5.00 DEWALK 11 g2 91 BEGIN STREET IMPROVEMENTS 1 z j 6g 68 94 B9 MATCH EXISTING I1 I 1 65 66 67 �1 1 97 96 95 STA 11+44.18 FENYA STREET „ � — 1_ 99 98 _I W 101 '1 ; '1 CL -CL INTERSECTION 1 I 102 11 r 1 STA 17+05.18 FENYA. STREET 5FIA- 105 104 103 1 Bz --_ STA 12+30.00 PIERCE PARKWAY _S81'4233 --" 1 1 108 107 106 1 1 - 1 ro li .._ 109 T ,.. - _ — 00 136 i df N 1 CL -CL INTERSECTION IF STA - _ �� - --- PA WIDTH 133 ,34 ,35 r I END STREET IMPROVEMENTS - _ _--- ,32 _ 0 1 STA 26+11.22 W STREET ----- - 502.21 _� 1 +DO - - 131 z --" 4234"W -1 BEGIN STREET IMPROVEMENTS I I 111= STA 22+07.39 FENYA STREET 581 - �� ,.. -129 130 MATCH EXISTING 1 1 `"" •'•' CURB -•_„ -'_- -� � 1 ,27 128 STA 13+39.30 30TH PLACE I 1 1 1 ITAX LOT 602 TAX MAP 17021934 I I W STREE`r` 2 1 i 11 I�I TAX LOT 6 TAX MAP 17021 TAX LOT 6000 TA% MAP 17023021 i< + ® TAX LOT 5900 TA% MAP 17023021 I III i "_J ... .. 1 __-___ _ 125 Q _ "TAX LOT 5800 - _-"�_ ---- 1 I 123 124 I TAX MAP 17023021 }I 1 I P�-1 _ 1 li 122 1 137 I o I _; g p : 138 CL -CL INTERSECTION I �; 535�I� - T-P� - STRIP d 120 121 1 _• i 140 31 BEGIN STREET IMPROVEMENTS -TJ _.-., 119 i 141 ____ o i 28.00' 142 - 118 = - - TA 116 117 1 !(VID d , ..... - �, a STA 16+66.88ON 00151 STREET _ - 115 i 143 = 113 0 � �O 111 112 114 N i 147 146 las 144 - - 51-4—L_199AN 6 Sro2'0 "E --V STREET= 62 63 61 150 149 5 11 m Ili 151 ,48 . SIDEW / �I—_600.0012+00 , + 0 10 00 - � ---- ----_-_ I $ 154 11 11 - �' j1...., CL -CL INTERSECTION 157 156 155 11 I 11 -----E_14 .09_/ 4,1,p0 END STREET IMPROVEMENTS I I - ,58 1 111 1______ -6,00 161 160 159 CL -CL INTERSECTION, - STA 14+24.39 30TH PLACE STA 18+2L50 V STREET 324.92' 70.00'— 15+00 = STA 11+55.06 V STREET 201 i I I i 163 N81'4234E �- 165 164 _ _ -STA 14+90.00. PIERCE PARKWA I _ �� + _ '- 197 198 I L- TAX MAP 017023021 162 -� 16+00 _ 199 200 i ITAX 167 166 5.00 SIDEWALK - — 17+00 - ----- 196 _ + 8+00 ---- - 195 I ,-.-__-_ _.._-. ., 193 I �- 9+00 193 192 EXISTING --- gTREE 20+oD I 4aaD' ; I G 1 1 VII 188 189 190 1 TAX MAP 170238 � _ ABED D I I � l l TAX LOT 10 1 22+00 -- --- ----- ; 1 186 187 23+00 - i it 185 I W 1 206 20s i l W N 4+00 _ — 183 184 (1 0 11 207 l 1 __ 182 1 4t 1 _ �:50�P TER 8TR 179 180 181 1 "' 1 END STREET IMPROVEMENTS 177 17a 1 3 1 211 `,STA 11+56.23 CUL-DE-SAC a , 175 176 11 11 214 213 212 ' / �� i I M - 173 174 11 rw 11 216 215 208 i _.. 56 204 i Z 172 0 1 217 1 1 I I 170 171 1 z 11 219 218 - 11 I 220 I I I 1 1 Lfv TAX LOT 221 i 1 - 209 1 TAX MAP 17 22a 223 222 1 I i .00 SID LK ------ _2&- PAVED muSDEWALK r 203 I o it II 226 225 CL -CL INTERSECTION 1 .4I - 228 227 STA 17+78.46 U STREET —-- 230 229 STA 17+50.00 -PIERCE PARKWAY " 189.14 �+' 210 232 231 1 581'423 A-- 233 - - •- —} - R 400.00 235 .. h - - - 236 -- -" . � � ,. -- 202 i, STOR i _ ` T /2ti� � I i I i TIIACT E I I 20100' U Sr CL- CL Sp ALK ----- . • - 34'W 677 —i 267 266 269 270 - B 271 /�s7 _ 3 - 1 266 `g�0� �I - 1 CL CL INTERSECTION s, BEGIN STREET IMPROVEMENTS - I o ... ` - — :11 ;�T - 1 265 STA 10+00 00 U STREET + iAxXMAPo 70230201 ----- __ S I - - _ __ _ -STA 21+39.78 N 31ST SIREEI ' N ''� 1 N i 264 272 .. •, X ; 450' P TER IP 259 1 r . _ ..... .. 1 258 257 1 z 1 BEGIN STREET LIMP IMPROVEMENTS � R 400.Op� — I I _ STREET ,..:. - 255 256 - - - "-- 254 ' -: i STA 10+00.00 CUL-DE-SAC � �_, N88ro2'OS"W .OQ' I U 253 = "-__---- 252 � 2+ STREET - 250 251 I i STA 1 47.00 U 275 .--- --------- 110 i ' 1 245 249 247 276 it 1 285 286 287 i I `� 246 248 260 ' 282 283 284 277 o . 06 CL - =SEC= - 278 MATCH LINE (SEE SHEET PO -12D) MATCH UNE (SEE SHEET PO -12D) Iv SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22" . 34' O Q LL V OZ� oaW wa0 Q W p a Jaw LL Oa Lu V�Z LL cc Qza U) 2LU) RENEWAL DATE: JOB NUMBER. N W 6/11/2020 W 2 DRATM BY: 0 7 UP Ot0 r 0 U LU Wx CC U ¢a r a� a 2 N U YO 2 z J VE W cc LLD M _ ¢N AZO W Q � co¢� o J a zmrn v z i3 MY = � W yd�2- LL W O Q LL V OZ� oaW wa0 Q W p a Jaw LL Oa Lu V�Z LL cc Qza U) 2LU) RENEWAL DATE: JOB NUMBER. 6/30/21 7736 DATE 6/11/2020 DESIGNED BY: CLS DRATM BY: MSD CHECKED BY: UP PO -12A I TAX LOT 1600 i ITAX MAP 17032511 TAX LOT 1300 \ � TAX MAP 17032511 TAX LOT 1000 TAX LOT 900 TAX MAP 17032444 TAX LOT 800 TAX MAP 17032444 TAX LOT 700 TAX MAP 17032444 - TAX LOT 600 TAX MAP 17032444 -------------- TAX LOT 500 TAX MAP 17032444 -------....... — -'--- TAX MAP 17032444 -- CL-CL INTEF END STREET IMPROI STA 31+39.61 FENYA - CTA 13119A7 99' TAX LOT 2300 TAX MAP 17032444 WATER ANv MATCH UNE (SEE SHEET P0 -12C) MATCH LINE (SEE SHEET PO -12C) 611 I I N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22" x 34° N W W 2 0 7 at r � U Z 0 a U LL V 3::2O Oz0 oaw wa0 a �w0 a Jaw LL 02 a LU VZ c aZFc c [ZCo RENEWAL DATE: JOB NUMBER: 0 LU 6/11/2020 DESIGNED BY: CLS DRAWN BY: Wx CHECKED BY: UP CCU ¢a r a a� U 2 N Z io 2 W N ozJ Z LLD atS o D y Z z � U = J d yp2yp �rn aNFMY = m W Nm6r5¢ z ¢ W LL Z 0 a U LL V 3::2O Oz0 oaw wa0 a �w0 a Jaw LL 02 a LU VZ c aZFc c [ZCo RENEWAL DATE: JOB NUMBER: 6/30/21 7736 DATE 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD CHECKED BY: UP Zo�T+i a.lj I i I TAX LOT 4100 TAX MAP 17032512 I HX LOT 4200 TAX MAP 17032512 I I I I TAX LOT 4200 I TAX MAP 17032512 I I TAX LOT 4300 I TAX MAP 17032512 II I � � FTAX LOT 9700 TAX MAP 17032512 ' TAX LOT 9800 TAX MAP 17032512 !n i o TAX LOT 9900 O TAX MAP 17032512 j= 0 TITAX LOT 1500 TAX MAP 17032511 TAX LOT 1500 ITAX MAP 17032511 MATCH LINE (SEE SHEET PO -1213) MIAY�JU / TAX MAP 17032511 TRACTIG STORMWA10 FACILITY I I I I wMI I V I - ppppG I I 48.00' PAVED Will W W+ N CL -CL INTERSECTION END STREET IMPROVEMENTS STA 43+90.39 V STREET STRIP SIDEWALK 70.00' ROW 324 323 ) 321 322 PEDESTRIAN MATCH UNE (SEE SHEET PO -12B) 10' 237 - 1--im TER P v v- 238 S 3 320 314 313 312 311 310 309 � END STREET IMPROVEMENTS 319 318 317 16 315 STA 16+06.08 28TH PLACE � Lai p 4g FUTURE ACCESS POINT -\ I I I I II I I I I I II I, 1� 11 I 1� 11 90 239 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I a I I I I I I I I I I I I I I I I I I I I I I I I I ppp00 I I m N Ucp x➢ !x oe O x O Y O Y_ fao�o ;x �Oa mg rn� o� o^ o< o^ W o $ws o ..3 0� I �� q- `�� - o� N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22' . 34° N W W 2 0 7 C U 6/30/21 x 0 DATE: TAX LOT 1 04 p TAX MAP 17032511 DRAWN BY: MSD Wx LTP �g 2 �o ¢a TRACT M OPEN SPACE TRACTIG STORMWA10 FACILITY I I I I wMI I V I - ppppG I I 48.00' PAVED Will W W+ N CL -CL INTERSECTION END STREET IMPROVEMENTS STA 43+90.39 V STREET STRIP SIDEWALK 70.00' ROW 324 323 ) 321 322 PEDESTRIAN MATCH UNE (SEE SHEET PO -12B) 10' 237 - 1--im TER P v v- 238 S 3 320 314 313 312 311 310 309 � END STREET IMPROVEMENTS 319 318 317 16 315 STA 16+06.08 28TH PLACE � Lai p 4g FUTURE ACCESS POINT -\ I I I I II I I I I I II I, 1� 11 I 1� 11 90 239 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I a I I I I I I I I I I I I I I I I I I I I I I I I I ppp00 I I m N Ucp x➢ !x oe O x O Y O Y_ fao�o ;x �Oa mg rn� o� o^ o< o^ W o $ws o ..3 0� I �� q- `�� - o� N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22' . 34° N W W 2 0 7 C U z O F - 1U L A 1. 0 0 z 0 Q W wa0 Z w0 a Jaw O LL (5W V Z F Qza c LLcn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD Wx LTP 2 U ¢a r a a� U ZN p yo zZ a J �.� WW> �NZ DEC_ LLD ¢N W Z z�rn v = a a N F M Y 53 � W W LL z O F - 1U L A 1. 0 0 z 0 Q W wa0 Z w0 a Jaw O LL (5W V Z F Qza c LLcn RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DATE: 6/11/2020 DESIGNED BY: CLS DRAWN BY: MSD CHECKED BY: LTP PO -12C 241 MATCH LINE (SEE SHEET PO -12A) MATCH LINE (SEE SHEET PO -12A) xm[�CgE3F CL -CL INTERSECTION BEGIN STREET IMPROVEMENTS STA 24+71.72 PIERCE PARKWAY = STA 31+43.71 N 28TH STREET — — — — — — — — — — \, PIERCE PARKWAY — - I I 278 279280 7 N 111 1- 294 / T/ REET IMPROVEMENTS +02.28 S STREET 296 E& J' d' !B7 i TAX LOT 105 / TAX MAP 17023023 ILI II II I I II II II II II � I I I I I I I I I I I I I I I I N SCALE: 1"=60 FEET 60 0 12 30 60 ORIGINAL PAGE SIZE: 22' x 34" W 2 0 7 C U 0 ` r LLU v+ 0 0z0 oaW wa0 Q W a Jaw O LL r R W V�Z - Q z a U ALU) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DAZE 6/11/2020 DESIGNED BY: CLS DRAW BY: Wx CHECKED BY: UP 2U ¢a r a Q U 2 fa7 y C YO 2 J W �N R Z y QiSzp � U ¢ O zpr�rn v = J a R pic�i �nw aNF MY = � � W ym6r5¢ z ¢ yd�F'v�i W LL 0 ` r LLU v+ 0 0z0 oaW wa0 Q W a Jaw O LL r R W V�Z - Q z a U ALU) RENEWAL DATE: 6/30/21 JOB NUMBER: 7736 DAZE 6/11/2020 DESIGNED BY: CLS DRAW BY: MSD CHECKED BY: UP ps f a,�-i 4 k r INTO he, 8 0XVISON ODNAOG i C 2 4U 39 38 37 36 35 34 33 32 31 — r 41 47 46 45 44 4 — - 50 52 51 SU 49 46 � – – s � 2111 zs n 24 mo UCIA08/ 54 ]6 ]] 96 ]9 BO 61 62 63 64 85 66 rv. s 6 42] 428 429 430 V"- J21 422 4 u 5 - _ - _ 406 420 � 412 411 410 409 408 00] 437 1 1 417 416 415 414 413 2 1 438 O 419 003 404 405 439 66 61 0� ]4 ]5 91 90 ' 96 95 '4 j3 9z 69 66 8] s 55 1 65 1 100 99 98 9] _ Y 56 I 10] 106 105 104 103 102 101 1 11 _ — —= 57 1 64 10 109 108 _ — I 134 13 13 -s — ly 132 133 5g – _ 12g 129 130 131 Im — _ 11 123 124 125 126 12] 13] 1 418 39] 3% 399 40 401 402 — _ — _ _ c 11] 118 119 120 121 I I 122 0 142 141 140 139 1 30 �� 1111.4.4.1 1 394 395 396 _ — 60 111 112 113 114 115 116 1 1� 14] 146 145 144 143 Y �M ` 392 _ 59 6U 61 62 I 152 151 150 149 391 444 443 442 441 04 1 157 156 155 154 q37 396 163 198 19913]3 - 352 – 1931 35] 356_ _189 190 191 3]2 °362 _ 184 185 206 2051 3]1 365 364 — 1]9 180 181 182 1 r ' 1]31]4 1]5 1]6 1]] 1]B 1 220 219 218 21] 216 215 214 213 212 �11 208 I 204 343 342 341 34 223 222 221 1 – aJ 209 203 346 345 340 22] 226 225 224 _ 1 84 383 \ 368 1/ 350 349 348 34] 1236 235 234 233 232 231 230 229 228 _ \10TRACT F 351 336 33] 338 00 – 266 26] 268 269 2]0 2]1 \ �� 382 \1 325 331 332 333 334 335 381 326 32] 328 329 330 { 252 253 254 255 256 25] 258 2]3 2]4 y y — — I z49 zso zs1 zes zefi ns 246 24] 248 280 .r nm 324 – 260 5WTRACTG 2g1 282 283 28] 288 2]6 2]] t 261 289 290 323 321 238 / 320 319 318 31] 316 315 314 313 312 311 310 30 3 2q3 TRACT IF / - I 239 TIWfg111 iKNY T240 1 1241 242 –'263 / 30] 306 305 304 303 302 301 300 \Ill F J ' 299 298 i 29] 296/(s `� �O P I ■ ' I p S7 DG�G �G I ITnns � II I i - ' th• • ,,. 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