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HomeMy WebLinkAboutPre-plat Q W MCMILLAN RD MCD RMOTT VILLAG a 32 33 m SITE PRELIMINARY PLAT A PORTION OF THE SE 4 OF SECTION 32 , w usricK RD 05 S v z TOWNSHIP 4 NORTH , RANGE 1 WEST m o ADA COUNTY, IDAHO o N.r.s. bi of 0 OWNER/DEVELOPER CIVIL ENGINEER LAND SURVEYOR WOODSIDE AVENUE INVESTORS, LLC KIMLEY—HORN AND ASSOCIATES, INC. IDAHO SURVEY GROUP CHERRY LN 923 S. BRIDGEWAY PLACE 1100 W. IDAHO STREET 9955 W. EMERALD ST. VICINITYMAP EAGE, ID 83616 SUITE 210 BOISE, ID 83704 0 TELEPHONE: (208) 577-5501 BOISE, ID 83702 PHONE: (208) 846-8570 T4N, R1W, SEC. 32 z CONTACT: JIM HUNTER PHONE: (208) 410-6147 CONTACT: MICHAEL BYRNS CONTACT: TIM NICHOLSON, PE PRELIMINARY PLAT DATA EXISTING ZONING: RUT PROPOSED ZONING: NET NUMBER OF NUMBER OF RESIDENTIAL LEGEND PROPOSED GROSS DEVELOPABLE BUILDABLE COMMON MINIMUM LOT AVERAGE GROSS RESIDENTIAL ZONE ACREAGE ACREAGE (AC) LOTS LOTS SIZE (SF) LOT SIZE (SF) DENSITY NET DENSITY PROPOSED CL SECTION LINE (DU/AC) / R-15 10.51 7.48 81 7 1738 3705 7.71 10.83 PROPERTY BOUNDARY O R-40 12.19 11.11 1 (250 UNITS) 1 30928 242061 20.50 22.50 ROAD RIGHT OF WAY mr z CG 3.80 3.15 3 0 29185 45734 N/A N/A LOT LINE H WY-16 13.55 N/A N/A N/A N/A N/A N/A N/A — — — — Q N TOTAL 40.05 21.79 85 8 N/A N/A 14.58 17.80 — — — — — — — — — — — — — — — — EASEMENT 0 i u (n o o� SS PROPOSED 8" SEWER 0 PRELIMINARY PLAT NOTES W PROPOSED 8" WATER (3' COVER) U_, aj fY � N 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN PROPOSED CURB u COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY SHEET INDEX f `2' CONDITIONAL USE PERMIT. PROPOSED SEWER MANHOLE w 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES SHEET NUMBER SHEET TITLE ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. A PROPOSED FIRE HYDRANT 01 PRELIMINARY PLAT COVER N 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED d z SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE—SUBDIVISION. 02 PRELIMINARY PLAT — SS — SS — — EXISTING SEWER MAIN N0 f C) 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) 03 PRELIMINARY PLAT EXISTING WATER MAIN Q m FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS — — W — W 04 EXISTING CONDITIONS PLAN SINGLE FAMILY OTHERWISE DIMENSIONED. EXISTING IRRIGATION MAIN z = N z 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH 05 EXISTING CONDITIONS PLAN SINGLE FAMILY — IRR w w FINAL PLAT. z z o EXISTING EDGE OF PAVEMENT 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE 06 EXISTING CONDITION PLAN MULTI—FAMILY — — — — EP z zz m 04 4 RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 07 EXISTING CONDITIONS PLAN MULTI—FAMILY 0° � X X EXISTING FENCE _ > o m IRRIGATION/DRAINAGE ENTITY. w o °' 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH 08 EXISTING CONDITIONS PLAN GAS STATION w w z z Y o OHP EXISTING OVERHEAD POWER w w STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF 09 PRELIMINARY ENGINEERING PLAN SINGLE FAMILY Q Q in a wc� SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR U) � o bi o 0 o ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION 10 PRELIMINARY ENGINEERING PLAN SINGLE FAMILY cn w FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT 11 PRELIMINARY ENGINEERING PLAN MULTI-FAMILY ui Of BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY 12 PRELIMINARY ENGINEERING PLAN MULTI—FAMILY o LJ LJ AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 13 PRELIMINARY ENGINEERING PLAN GAS STATION as 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 14 TYPICAL SECTIONS cn Qo 9. LOT 1, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; LOT 1, BLOCK 5; LOT 1, �a BLOCK 6; LOT 1, BLOCK 7; AND BLOCK 10, LOT 1 ARE COMMON LOTS TO BE OWNED AND 15 SANITARY SEWER PROFILES �y �o MAINTAINED BY THE MCDERMOTT VILLAGE SUBDIVISION HOMEOWNERS ASSOCIATION. THESE 16 SANITARY SEWER PROFILES L.L LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE w �} SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND 17 SANITARY SEWER PROFILES oY LOT DRAINAGE. zo w� r W U U r z Z m V Qa 0 J a� 0:0w > J m wJ N Q w wd � Z HZ 0 Q o- w }w oO 00 Z a o O LL LL N oQ o z W zQ N cn z O 0 0 Q wm U �w J W J N:2 3 W O Y o r F-m �o m< n j cn< I..L p zQ —o zQ I ao Uz a_ Qa / Zz 0 wF Ld - a w _Of V 00 o wQ o a w ASS\ONAL fN�i 3 Q�o`� ��0\STERF tiFF� / 0 0 � wm a�o� iQ� 13314 m�2Z 09/02/2022 LE LC)Dm Tyq�POF lu NoPL�Op�gyp= �:�jw� g P,x mz o 0�, PROJECT NO. M iofc) mTQ 093969000 r7 x CODw ,)a COD Of DRAWING NAME /� w m w 0 PP01.dwg mLdmz 01 of 17 Y X�O Q w NORTH ~a 0 m GRAPHIC SCALE IN FEET 0 20 40 80 z 0 U) 289.3 1 BLOCK I ,.21 AC 0 O 27.0' 22.0' 22.0' 27.0' 27.0' 22.0' 22.0' 22.0' 22.0' 27.0' Z M o o 0 0 0 0 0 0 0 70 co 4 o of ai ai of of ai ai of ui 00 00 00 r- r- rl- 6 I 1 3 1 4 1 5 11 6 1 7 1 g 1 9 1 10 1 11 1 N 1 2 1 0.04 1 0.04 1 0.05 1 1 0.05 1 0.04 1 0.04 1 0.04 1 0.04 1 0.05 0.06 AC AC AC AC AC AC AC AC AC AC 6.9 27.0' 0.0 -27.0' 22.0' 22.0' 22.0' 22.0' 23.3' L R=66.5' L=15.2' BEECHSTONE STREET 5.3' 8, R=66r'i O .5' o L=20.1' (PUBLIC) R=66.5 MATCHLINE - SEE SHEET LEFT Mr L=20.2'i z vi 182.4' LLJ Ln 1 = - ALLEY"Y"(PRIVATE) R=48.5' ^ Q 00 R=23.5' L=8.3' - � N `�� 18.8' 27.0' 10.1' 27.0' 22.0' Cl22. 22.0' 1.0' r=4 _R=66.5' L=34.2' 0.29 2- L=41.4' AC III L 17 Or o M I R 25.0' Q o N 27.0' 22.0 22.0' 27.0' 27.0 22.0' 22.0 27.0' L 3 4 5 6 7 8 9 10 N L=28.1 11 10 _ 1 0.04 1 0.04 1 0.05 1 1 0.05 1 0.04 1 0.04 1 0.04 1 0.04 1 zo AC AC AC AC AC AC AC AC 0.05 1� Q_ BLOCK9 10 10 10 IOI- l0 l0 I_ I_ I_ AC n ]r. r. 2 3 4 5 I I 2 AC000I 22.0' 22.0' 27.0' 27.0' 22.0' 22.0' 22.0' 22.0' 27.0' �, _ _ _ _ J o0.05 1 0.04 1 0.04 1 0.05 1_ 1_ 1- R=48.5' 1 Ld - oR=25.0' AC AC AC AC o 0 0 0 0L=25.6' r r r r 1a0 ' BLOCK6 7 " 8 0.29 R=25.0' 0.05 0.04 0.04 R=48.5' 5 AC _ _ 250 2, N L=16.5' \ AC AC AC 1 L=27.0' N o R=25.0' 11.7' 22.0 Q 7 m L=5.3' 22.0 27.0' 10.0' 27.0 0 � 22.0' 11.0 W.ASPENSTONE STREET \ 5.2' R=48.5' (PUBLIC) ALLEY "W" (PRIVATE) 0, � N _ L=38.1' w R=25.0' - - - - z N L=31.2'�� 21.8' 22.0' 27.0' 0.0 27.0' 22.0' 22.0' 9.0' R_27.5' 0 - - - 260.5' - - III p \ L=19.6' O \ �- ^^ m m \ �� m 0) 2 3 4 5 6 7 8 1 R=27.5' z z w o 0.05 0.04 0.05 0.05 0.04 0.04 0.05 F L=23.6 �. BLOCK w 1 I AC I AC I AC I I AC I AC I AC I AC 1� I 0.18 0 Q Q Q w U) U) U oAC in 0 0 0 6 00 � W W 0.98 D h AC ui Of Z n`� ' BLOCK ' 27.0' 22.0' 27.0' 27.0' 22.0' 22.0' 27.0' I I w 00 cc to U' z a af Q 3 27.0' 22.0' 27.0' 27.0' 22.0' 22.0' 22.0' 27.0' N 27.0' ' _ o 22.0 22.0 22.0' 22.0' 27.0' 27.0' 22.0' 22.0 22.0' 22.0' 27.0' �a o 0 0 0 0 0 0 0 0 >► Z N W r ^ r r r r ^ r 0 0 0 0 0 o 0 o 0 0 o ir) i� o 1 I I I I I I I I I�, 1 1- 0i a; a; a; a; a; ai N z3} � � ao rn rn J 1 9 10 11 12 13 14 15 16 1 1 Q I N R-23.5' 1 2 1 3 1 4 1 5 1 6 1 7 1 1 g 19 1 10 I 11 Y R=25.0 I I I I I I I I I CO I 0.05 1 0.04 1 0.04 1 0.04 1 0.04 1 0.05 1 1 0.05 0.04 0.04 12 w L=27.5 0.05 0.04 0.05 0.05 0.04 0.04 0.04 0.05 0 L=29.8' I I 10.04 R=65.0' W Q AC AC AC AC AC AC AC AC o AC AC AC AC AC AC AC AC AC qC 1 0.04 I 13 I L=58.9' w J U o I R=66.5' L=38.7' AC 0.07 Q Q Q Q R=24.5' R= J = R=25.0' R=66.5 -59 AC 0 L=14.6' 13.2' 22.0' 27.0' 0.0 27.0' 22.0' 22.0' 22.0' 12.0' - L=22.3' L=20.5' \ 17.1' 22.0' 22.0' 22.0' 22.0' 27.0' 0. 27.0' 22.0' 22.0' L=21� �R•`S9 J Q a R=25.0' o .. ,. R-24.5 I 41.0' R=23.5' 1.4' ?g•,• - 0 w \ ALLEY X (PRIVATE) L=16.1 R=24.5 R=66.5' R=66.5' L-10.2' o 3 W. ALDERSTONE STREET o L=16.1 L=23.5' L=24.5 ri PUBLIC N w m L=5.7' 21.3' 22.0' N � 27.0' 10.0' 27.0' 22.0' 22.0' 22.0' 12.0' 1 R=66.5' ( ) ,� � - N Q R=25.0' - - - - a n R=21.0' �U L=30.7' R-22.3, a� N� f 4.8'2' - - L=12.1' L=20.6' 55.4 Z R=21.0' O z Q clf Z 27.0' 22.0' 22.0 22.0' 22.0 15.5 L=19.6' 0 0 L a� 2 3 4 5 6 7 8 9 Z Q 43.0' 0.05 0.04 0.05 0.05 0.04 0.04 0.04 0.05 , 2 3 4 5 6 7 8 9 10 1 AC I AC I AC 1 1 L�J 1 AC I AC I AC I AC I AC N o o R�w 10 0 1 0.06 1 0.05 1 0.05 1 1 0.05 1 0.04 1 0.04 1 0.04 1 0.04 1 0.05 I J W oN Z o 0.18 C I I I I I I I I I 1 21.0' i AC AC AC AC AC AC AC AC AC o Ln Z , o 0 o b o � o b I R�1/� aNs rn rn rn rn ooi ooS I U mow/ Ljor, � L.L N um w J BLOCK ' 27.0' 22.0' 22.0' 22.0' 22.0' � _ 27.0' 22.0' 27.0' 27.0' 22.0' 22.0 22.0 27.0' - - - o I 27.0' 22.0' 27.0' R_5g om ~ 27.0' 22.0' 22.0' 27.0' 27.0' 22.0' 22.0' 22.0' 27.0' 7 BLOCK 1 iv - - - - 4 a 0.79 cn J 7 AC Za ~ j Z Q 10 11 12 13 14 15 16 17 18 I R=27.5' - - 162.0' - - 81 7,_ a o Z 4 1 L=23.6' Q Q 1 0.05 0.04 0.04 0.05 0.05 0.04 0.04 0.04 0.05 1 , Z o I AC 1 AC I AC I AC 1 1 AC I AC I AC I AC I qC o - 109.0' w N R=25.0' I I I I I I I I I I I r I R=,9 s' _Of L=26.9' in o 0 0 0 0 0 0 0 0 c k I� I r, r- r r, 1 R=48.5' j N Q R=25.0' L=38.1' o i w L=15.2' 12.7' ASS\ONAL fNG� 5.2 Q�o`� 01STr- tiFF� Q Z 3 LLEY "Y" (PRIVATE) 22.0' 22.0' 27.0' 10.0' 27.0' 22.0' 22.0' 22.0' 9.0' 23.7'no wo TCHLINE - SEE SHEET RIGHT 1331409/02/20202 = >�Nr °'a-w oLLUj ���Tq Q JuS oTy�POFNo�p� 0:�jw� gmP, oMz 0�, PROJECT NO. M iOfU m T Q 093969000 � x- w 0 i�~w DRAWING NAME m w$ PP01.dwg U)z W cna 02 of 17 � / _, YXP-o m m Q 621.0' — — 49 8' NORTH o � I m u U') I GRAPHIC SCALE IN FEET ALLEY "K" (PRIVATE) -- R=76.5' 0 20 40 80 L=17.4' R=118.5' J L=26.9' / / z O U) Lli I / / o U / z s V= / (J w Ln 00 Q 00 U N o �j► / (f� _o M Q N o— z z � AC BLOCK _� W / w n 00 10 / :5 -c o Q � -c / N 3: O Q _ N o .- / O � m a 1 w N 00 10.41 w a o AC II Z H H N i MATCHLINE — SEE SHEET LEFT 0 .. N m m o rn O Co Ld 0 o w W. ENDEAVOR STREET z z U) a w (PUBLIC) Q Q C) C) o o = o w BLOCK ,Q / / ;�5 173.8 — — _ — — 33.9' Of Z Q / V �264.1 ' o w� a g = V CK o as < 44 Q / jj Q / w� of / O Z Y j 1 2 ro / 40 Q 0.67 0.83 W Q o m I / M AC AC C' aQ / W J / I BLOCK _ C� y I J Q a / Q g o U w L w J N N w d F Z of / o Z oLL - Z Q / 195.3' — — — — 228.T — — 5 0 0ocn G N oQ / W J Lio �o / W N Ln Z U m "' �w / 0)U� F-m �o / DF cn a- a / N Z ALLEY "H" (PRIVATE) 0 3 ZQ / � Qo a_ Q Q / 1.65 -o / AC w� a / w N V 0W c k'� I► / cQ i it w S\ONAL fN a / Q�O`����OISTER/FL^/c��'F�� w 0 o 0 > iQ / 13314 m�2Z 09/02/2022 E LL z LLI J o OF Q�oo J �j O o two Q R=21.5' / 8. — — — — yy P N\�� m F- L=28.9' 304.9' oo o 421. ' PROJECT N0. 093969000 r7 xww � DRAWING NAME � 1 a- MATCHLINE — SEE SHEET RIGHT PP01.dwg � w H d a Lj(n z 03 of 17 iW�Q �=w Y X O 0_ 0_ Q to NORTH Q I I I II GRAPHIC SCALE IN FEET I Ili i d- Ili � I 0 20 40 80 I I � � all i II illy I I _ _ J Ilo I I z II all I I o Ld � w I III I I II v I I I Ill° \ EX. 8" SEWER MAIN O a I III \ ss I I p \ EX. SEWER MANHOLE EX. IRRIGATION I Z \ MAIN � 9 i� o ' illy I I I I I 12" PIPE \\\ EX. OVERHEAD- POWER \ \ \ POWER I / �\ CO? I / O :,,�ZPOWERVERHEAD mr U bt, � \ \\\ \ gip\ w Ln 00 EX. EDGE OF \ N \\\ �� �`\ \\\ \ PAVEMENT \ ^ o \ \ \ EX. EDGE OF n 00 5 N Ld f -0 :) Y 7D \ \ '04 o N o \ \ \ 3 \ \ to O O \ \\ \ \ \ I I N \ \ \ \ \ \ \ / a II1-1 Z m � m O \ F\ \ \ \ � \\� I \ W W z Z Ld Y O a a (n Q W \ \ EIGHT MILE LATERAL \ r0F \ \\>o \� \�\\ \ Jo U U w 0_ 2 Q \ \ \\ \ I Ld v< wLd \ \ \ \ \�� \�eG�\\\� EX. WIER I ao \\ \— — _ \ \\\ \ \ J N �\\ I EX. 54" IRRIGATION MAIN a� \ \ rOFG �����IO \ a \ ao \ - - —�- 3z ra 10E CK oo \ \ o Ld 3 r \ A \ \\ o \ \\ v v v v v EX. 18" RCP zo \ v \ \V A\ v v EX. WIER L LJ U) � z a a \ v V I�� I EX FENCE O wJ Q J d= \ \ _ \ \\ III 0 P OHP OHP OHP \ v v A IIII 06 J Q Um (na \ IIIII / I i o7 LL w(f) CK U �oU \ _ v I I 05 Oo EX. FENCE� cl Q O o N o¢ _ \\ \ Ld O \ I Z Z W \ EX EDGE OF I I I I z (n AVEMENT KEY MAPC, -S2o_ NOT TO SCALE (n v v v vv IIII I o zz IIII I X ?o a Zui °IIIII 0II a Q -- IIIII V z zO — EX. 12" PIPE I I I\ o w -c,n-W,nO I Iz� I I ~wa \ I GVSTr- Xw0- ono II III III II la§ \ II I /1�3314 m�z 09/02/2022 o E�o� MATCHLINE — SEE SHEET 05 ��TyTFOF o�lw� r P. N\G �mF� oNf-o o 0 3-,, PROJECT NO. IW,U 093969000 rnmw� 0 x0w i0 0~w DRAWING NAME m w$ EX01.dwg Ulm m a U_oz O mLU a 04 of 17 iw�, af_L, YX�-o rr a- a- Q w NORTH Q 0 r m GRAPHIC SCALE IN FEET 0 20 40 80 z 0 w MATCHLINE — SEE SHEET 04 I I � �I IIII 10 �� vv IIIII II � I \ \\ EX. OVERHEADPOWER G I / I II O \ III I I EX. FENCE I I II II III III I I EX. 12" IRRIGATION MAIN \\ ElfI I P I I EX. 12" IRRIGATION MAIN —J \ � - - - OE \ � — Ter-- E CNN T N \ / _ — — — — — — — — — - II — — 1 I _ - - - -_ — — — — — — — \ I / III I� ) I EX. 12" IRRIGATION �dQ1- - - - - - �- -�— - - - TOL �— MAIN - - - - - - - -_—\ _ - - - - - ----� —_—--- - - —I� _ _ _ _ —Z— u 301 7301 =TOE —���\\ I�I(/�_ — — — — — 30i — — _ TOE _ T _ — TEE— — DOE_ — — — TOE ODE— -TOE — — — DOE �Or- — _ 301 - - - _ - - � = —TOEmr ci _= z 00_ — \\ / IIII I I EX. 30" IRRIGATION o PILOT DRAIN / \ SKY ` \ IIII MAIN � 0 M o N EX. 8" SEWER EX. 12" IRRIGATION \ I N MAIN �� MAIN II li ;II I o 0 EX. SEWER �� III III (n 00 MANHOLE � 0 7D EX. EDGE OF N 3: PAVEMENT N O J II Q II� °Ili � m ill \� EX. EDGE OF �\ PAVEMENT ° I III nl � v I I II IIIIII I II II�I 11I � w Z = Z N � �Ld uo � *P m m v 2 > c� m wLd IIII I I I IIII U U FA WLd <10� Lu 2 Q MAIN 2" IRRIGATION , — III (A (A � � U � \ \ � ———�E� --EG L I I ¢Q -� ----EG Ld w0 \ I I I ° EX. 15" IRRIGATION I I I 7 3 z / W I MAIN I I IIIII Z 0 of 0 / ^ o wo / rn W Z cn / i I I I o 0 0 l li I I J O II I I EX. 15 RCP IIII 06 a EX. 12" PIPE I IIII ( J Q Uw I of � I11 S2m L wJ EX. WATER MAIN I I III I 07 Q mx I I I III , LL _�' EX. OVERHEAD I I I III I I Z W 0 / �� I POWER I I Q o �z z a / / I I EX. EDGE OF I I I I 05 O 00 /� I PAVEMENT I I�I L08 uj N O¢ —TOE OHP �iFTOE — s �iP TOE BHP _ —O Z —TOE O DOE H n"o 301 _ - O — — _ _ _ _ — — OHF — — — — _ — — —_ OHP OHP OHP OHP —_s — —— — N � ---W-- —�.------�M/----- - — ---- ----11�---- �� y�r� —�� --w=�—wl----�W-----w==W—--w---- 1N�= ' --/ — z¢ —EP---�P — --=EP — ----EP ----EP-----EP ----EP ----EP ----EP-----EP-----FP ---- d W--- W—— —W-----1`-----w— Z _ _ _W USTICK ROAD — — _ _ _ —  KEY MAP Z Lj_ — — — NOT TO SCALE a� —>} ~SEX. 12" IRRIGATION MAIN 3 oY } _ � _� TOP Tc �m o Ld =— ��� � � - - - - - — - - X o Za J / W � I Z Q � Q o I I (nz L QQ � wF N lfl 2 NI I I xoo I I III II /xww o z I pFF'S c,1STER O x 7 no o U1,0 F- ia§ 13314 m�Z 09/02/2022 o��W i J'x Pip p= U 0 N �oT qTF OF o o tit P. �m � ON�o o c�3-,, PROJECT NO. iW,U 093969000 rnm�� 0 x0w i0 n~w DRAWING NAME m Z$ EX01.dwg Ulm ma O(noo mL�(nZ Q 05 of 17 /w�, af_L, YX�-o o= m m Q w NORTH Q 0 \ \4e, GRAPHIC SCALE IN FEET 0 15 30 60 EX. 8" SEWER MAIN \\ \\\`Fc \ EX. SEWER -- ss \ \ \ \`\ \Fc _ MANHOLE \ \\\\ —03— --03==_ - \ TF \ \ \\FG\ \\ \� \ \ \ \\\ \ \ � \ \\ EX. 8 SEWER 3Q\\ \ \ \ \ \ \ MAIN �w \\ \ \ \ \ \ \ EX. SEWER MANHOLE \`4zG\\ \��3°°r \\\ \\\ \ \ I EX. OVERHEAD POWER I I �I EIGHT MILE LATERAL I EX. FENCEmr II w Ln 00 Q 00 FG\\\ \\\ \ \ o N \ \\ G \\ \I 0 Q N z 00 o O Q) O w (n 00 J O T0F \ \ \\ O m I \ \ \ N c) z a- o 0 0 � c-4 \ m m p w w 0) as ()FA Qw Ld / Ld Q) DZ I \ as I II \\ \ 1 \ U) I \ \ 3Q I \ I \\ \ z o o �, I 1 0I \ \ � III I l \\ \ \ zo I \ wr �I I \I \\\ \\ \ \ \ \ W z III \\ \\ O >uj O J a-0= I I \ \ \ \\ 06 r J — J = a_3 I II I 04 J Q > o w J \ I Q U) =v, L1 Z 0 Of? I I ! Q o I �v 05 l U o� iil v� 08 w w o III o CD w N z¢ �z III `� KEY MAP Z Q- S2= NOT TO SCALE >w I v ( U-Y \ 3 0} I I \ o wz zl A\ I Ix X m 0 W a za II I A\ ¢a l \ I o (nz � as wF MATCHLINE — SEE SHEET 07 N ...wnai N Ul 2— x0 �a �- X�w ,w F 00 ooF- ia§ 13314 m�Z 09/02/2022 o��W i J'x PLO p= U w N �oT �mo 0 oz c°3,,, PROJECT NO. iW,U 093969000 rnmw� 0 x0w i0 ~w DRAWING NAME m w$ EX01.dwg Ulm m a O 6i jw(na 06 OF 17 af_L, YX�o m m Q w NORTH Q 0 r m GRAPHIC SCALE IN FEET 0 15 30 60 z 0 w 0 MATCHLINE — SEE SHEET 06 Z mr I \ � I \ � II \ \ \ w Ln Q 00 N II ^ o o M Q N C) Q no z m II � 0 � w � 00 X I J O I I O I o f EX. OVERHEAD o o I I POWER 'b zzz N all � y � o I Z >- 5-: N _ m p X .. .. I - - _ 2 > c� m w o 0 o I I J -i U U W Z v as cnQw I \ \ U U Ld 0_ 2 Ul Ul c� c� U c� Ld II v DZ I I \ \ 0 wo ��EX. FENCE X \ a N mQ I / 3z ~¢ I � oY I v - - - - - - - _ w0 � �� \V / W U) ao A 06 J Q Z j� v \ 04 ( J_ — — Q o'er \ \ I ®, i \ � 2 0 0) U-m \ \ WIIII III III IIIIII III III III III UUU a� 1I 07 U) F-N \ 7 LL Z = oZ \ j ' Q 05 o u /o _ \ EX. 12" IRRIGATION MAIN O$ I W U N w — — — — — — — _ — EX. 12" IRRIGATION MAIN W Wz Q r�l N r Z // I I� ` '- — — — % — — — — — —-�Ol--_ — — — — — —-381 — —— —— \ ' / / 301 — _ _ — — \ — — — — — — 301-- 301 V -� /� I — =— __ — — — — _ � � � — - - - - - — doi - - - - dol KEY MAP z Q Lj} / / I l \ I r� r - - - \ - - - - - - _ — _ ___ _ - - —� � \ — � �/ � - - - - - - 3� — — NOT TO SCALE I _ \ a� _ _ _ _ n�_ � ) 1 \\ \ — —_ —TOP— _—T-QF— — — — \ \ `� \ \ 301 �— \ \ _ _ —301 _ — om - - - - — - - - - �/ � � � ` - - - - — d01 wo - - - - - - — — — — — — — — — — — — — — X 7) �a MATCHLINE — SEE SHEET 08 LU ZQ -o ZQ I ¢o (nz ¢¢ zz 0 N" w¢i N n Ul 2- < Ln cw� a Z D W N X a'WQ O X W 7 /L oo oU1,oF- ia3 13314 m�Z 09/02/2022 o��WPip p= Uw N �oT qTF OF �m � 0 oz 3" PROJECT NO. iW,U 093969000 rnm�� 0 X 00 QJ i 0�~w DRAWING NAME m w$ EX01.dwg Ulm�a U- Ooo mLU(nZ 0 w�,¢ 7 of 17 Qf_L, YX�-o m m Q w NORTH Q 0 r m GRAPHIC SCALE IN FEET 0 ## ## ## z 0 w MATCHUNE — SEE SHEET 07 T - - -- - - ;- - - - - - - - - - - - - - - - - - - - - - - - - - - / - — — — — ---- - -- - - - --- - - - _ _ - - _ — _ - - - _ - -_ Z \ ` 36Y - - - 1 — 301- - - �OJ— - - _ --_ _ _- - - - - - - - _ _ — _ _ _ _ — \ \ 3 01 — — — 3 01 — — —3 0 — — — — 30r — — — �01— — — — — 301— — — Bt — — 3 C \ — — — — — — — — — — — — — reF — —ram foE TeE — z0€ — — — — — Tom — �o� Tg� — — ODE— — _ — — -9E— — — —70� TO — — — EX. 12" IRRIGATION MAIN / SKY PILOT DRAIN EX. 12" IRRIGATION MAIN I / O 1 / 6 I a // EX. SEWER z MANHOLE w Ln 00 w / Q 00 EX. 8" SEWER Q o 0-) MAIN 0-1 0 / z o z =5' N I / 0 Q) o I m I // w 00 I J O W / O I a a I I I ■ N �' -a N O On O 7 m � I I I W N I I Z = Z N bi EX. OVERHEAD o � z m m m POWER m No I I o m o rn l i I z w o I w w zY III as FA Ld < Li =1 � cUncUn oov o W N Ld I / < 0 a EX. FENCE I / 0 c� U) I w 7 D: I \ j ~¢z m \ I I Q U of = of J 0J X / O Y \ / F- W O 01 I W 7 QQ I ' z O �N t aOO 0=, I 06 ( J = ct I I �; r W a3 I I 04 0) ``m C w J 2 Q) =N U O z 2 OZ 0 � / 05 c) za I / N oo I I \ / I W o ZQ I \ \ // 08 W � (n_ I - - - - - / /� KEY MAP O CD m o -Of \ EX. OVERHEAD — — — - EX. EDGE OF Q �_ �- — POWER EX. WATER MAIN / NOT TO SCALE � >r I — \ PAVEMENT (1)_j I \ TOE TOE \ TOE TOE TOE TOE 3 O Y J 9kiP-�OHP — — — OHP — — —OHF' —HP —OHP 0- OHP — — - — — —. — — — — — — — — — — — — — _ _ _ -O W--- ----W� —�— — - - - - w — — % — — — - - - - - T _ - - - _OHP—TO — oHe _ _ _ _ OE TOE _ _ TOE } — — —W — — W —« : —OHP OyL — E ODE re€ TOE TOE TOE Hm T W—�—�� —�—W��----W--�—: ——-- -- - — — — — — — BHP T QkiP- — — OHP Z —W-----W=— --yf—— W__ —_—_ p Wz ----EP-----EP ----EP-----EP ---- — �.-' s- -IAF— =1 ---�= iF�----W�_��- -———— ———— — W 7)¢ EP_ -{P ----EP-----EP -- —EP-----EP ----EP—————EP ————EP—————EP ----EP—————EP— �a — — W USTICK ROAD — — — W Q a Z — - -o aw zQ — — — I Qo — — (nz � QQ zz O � �F N Ul 2— < a Z �W Q X W O X W F- p� in O o�o� ia3 13314 m�Z 09/02/2022 o��W i J'T PLO p= U w N �oT qTF OF o o tit P. :2mFm: o 0 oz 3 W PROJECT NO. iW,U 093969000 rnm�� 0 X C0W i0 on-~w DRAWING NAME m Z$ EX01.dwg Ulm ma O(noo jw(na 08 OF 17 af_L, YX�-o m m Q w NORTH Q 0 r m GRAPHIC SCALE IN FEET TIE INTO EXIST. 0 20 40 80 1 WATER MAIN BLOCK 3 N 1 Z 0 3 I J_I SSMH-16 2 3 4 5 6 7 8 9 10 11 y INV IN: 2523.65 INV OUT: 2523.55 ss INV OUT: 2523.55 CONSTRUCT IN FUTURE PHASE (E INV TO BE FUTURE ss 346 KNOCKOUT) 3 8„ pVC LF OF EX SSMH-15 PROP. LIGHT POLE ® 0.42q ss INV IN: 2523.34 SSMH-17 INV OUT: 2523.24 INV IN: 2523.40 N ss INV OUT: 2523.30 o N Z ss 3 in SSMH-18 UTIL. EASE A� N 251 LF OF BEECHSTONE STREET(PUBLIC) INV IN: 2506.22 'g, 6 \ F s�, ss o 3 -0 U;s ► ss ss ss � � N m 8„ PVC ® 6.7 w 9% w V .� w 0 JG in PROP. FH J Rs9 Q m m PROP. 8" C900 PROP. LIGHT POLE o 3 a WATER LINE u u) GRAVEL ROAD SEE TYPICAL PROP. LIGHT POLE 1 N SECTION FOR MORE INFORMATION y I �' 00 ----- ----------- J ® � BLOCK � 0 a 2 o uj z N U � � PROP. LIGHT POLE � u� w Ln SSMH-19 2 3 4 5 6 7 8 9 ~ 00 00 INV IN: 2524.19 SSMH-20A INV IN: 2524.19 INV IN: 2524.61 PROP. LIGHT POLE ^ o INV OUT: 2524.09 71 LF OF INV OUT: 2524.51 o SSMH-20 Q o N VC 158 LF OF I L INV OUT: 2525.56 >Ira �8„ Pso esz - o °'459° " -� SSALLEY "W" (PRIVATE) N Q 5 N 8 PVC ® 0.60% N m PROP. LIGHT POLE w w w w (/� PROP. 8" C900 PROP. FH WATER LINE w v o J O O O 3 4 5 6 7 8 - -(-:� � 43.0' �f N N R/W PROP. LIGHT POLE 5.0' I 1 0 S/W O o U W m S'W BLOCK �' ow Z = Z N C14PROP. LIGHT POLE a N Z ON II 0 m m 0 - - - - - } - - - - - - - - - - - - - - - - - - - N �� � 0° o rn 9.01 PROP. 8" C900 PROP. 8" C900 f W J Ld U O I WATER LINE WATER LINE J Q Q FA Q w J U U Ld 0� 2 Q 29.0': y (A (A � � U � B/C 9 10 11 12 13 14 15 16 N ui z SSMH-21 I SSMH-22A INV IN: 2525.16 INV IN: 2525.60 o W INV IN: 2525.16 INV OUT: 2525.50 f Qa INV OUT: 2525.06 SSMH-22 a-0 75 LF OF 6 INV OUT: 25i6.63 z d Q 172 LF OF SMH- 2 �z 8" PVC ® 0.459, �� SSALLEY "X" (PRIVATE) 8" PVC ® 0.60% V OU : 252 5.62 N J Q i w wN m w w o PROP. LIGHT POLE w w PROP. LIGHT POLE Ili �h. F C° PROP. 8" C900 o Q PROP. LIGHT POLE WATER LINE z Y z U} o J -41 PROP. FH a Q h rn 0 Ll J 0 30.0' c V s.o' 11 J w = _ 09 J w Q 7 ID d Bl.l Fw J m 1 2 3 4 5 6 7 8 9 I ' z _ � ER U w - - - - - - - - - - �_ =�4 ' i 12 ~ LL 21.0 m Jed o of PROP. LIGHT POLE BLOCK R/W I i Z _^oo z - ® B/C I i 0 Z L.LJ Q 10 �"ZQ >� - - - - - - - - - - - - - - - - - - - - i w r,Qo a 13 N N o¢ y N Z W O T z z Ilir C'N zQ ozz 10 11 12 13 14 15 16 17 18 F KEY MAP U Of Q U) a�ILj oz 9 p PROP. LIGHT POLE NOT TO SCALE z '�w SSMH-23 SSMH-24A m� INV IN: 2526.11 INV IN: 2526.55 3 `IoY INV OUT: 2526.01 INV OUT: 2526.45 SSMH-24 3�m 75 o INV OUT: 2527.62 LF Jo cn�o OF 178 LF OF m ��~ .04 _ss -ALLEY Y (PRIVATE) W ss E�a 8„ PVC ® 0.459 ���8" PVC 0.60% .. o Z Q PROP. LIGHT POLE I w N m w w w i I Sao a a PROP. FH PROP. 8" C900 j Z Z PROP. LIGHT POLE x E-j WATER LINE N "wN N U72- c wL� 2 3 4 5 6 7 8 9 10 11 (D �-w Q R/W j X�H PROP. LIGHT POLE BLOCK u 083 29.0'� 1 O�� �1STE i��� B/C Q� ��ON L LNG F� xw� 5 n 0 U IQ� 13314 _ mF-Z 09/02/2022 _ x w� �oTy TF OF \�P�o\�o ``z' MATCHLINE - SEE SHEET 10 Y P. N�� a� mo o Io U Mw= 00�, o L" PROJECT NO. Iof0 mT¢ 093969000 r7 x L Cc,of ia .... DRAWING NAME _> I ,,- o EP01.dwg vl muja O cnoo iW�a 09 of 17 Of_, Y XF-O m m Q w NORTH Q p r m GRAPHIC SCALE IN FEET 0 20 40 80 z 0 w MATCHLINE - SEE SHEET 09 I C BLOCK PROP. LIGHT POLE 0 N U 1 � � 5 J � Z PROP. LIGHT POLE a o 3: o c� PROP. 8" C900 N m WATER LINE W. ASPENS TONE STREET(PUBLIC) N cD PROP. LIGHT POLE 30.0' W O R/W V BUFFER � N 5.0' � O S/w I U 5.0' -77 GRAVEL ROAD SEE TYPICAL S/W mr BLOCK SECTION FOR MORE INFORMATION UTIL. EASE �► PROP. LIGHT POLE N Q 00 EX SSMH-29 '^` o o INV IN: 2513.84 Z N INV OUT: 2513.74 — O N 0 � � 428 LF OF �j Q 5 oN _ss ss Z y z c/� — 8" PVC 0 0.50% ti m Go, J J - - - - - - - - - - - - - - - - - - - - - - - - oz o s h m ® O UTIL. EASE 9 � s � 2 3 4 5 6 7 8 9 10 11 12 13 ■ N \ N O a PROP. LIGHT POLE PROP. FH PROP. 8" C900 PROP. LIGHT POLE:L WATER LINE SSMH-28 o I N INV IN: 2513.40 UTIL. EASE p z = z cal INV OUT: 2513.30 ALA, �'�� 00 I z � � N o m ®oR � W — W W W. ALDERSTONE STREET(PUBLIC) I I m S9 160 LF OFJ ss I ti I�iUTIL. EASE p m p rn b 8" PVC ® 0.45% >3 w ww z z y o SSMH-27 ^ 8•• O� <F OF SSMH-25 CD � INV IN: 2513.06 PROP. FH INV IN: 2511.22 SSMH-26 C O U U w � 2 Q INV OUT: 2512.96 4 I p p U p INV IN: 2512.24 s9, 107 LF OF INV OUT: 2512.14 ss w SSMH-25A 8" PVC ® 0.45% �z INV IN: 2511.81 J oW INV OUT: 2511.71 - - - - - Of Q GRAVEL ROAD SEE TYPICAL 7 a SECTION FOR MORE INFORMATION L U)a PROP. LIGHT POLE a 2 3 4 5 6 7 8 9 10 •• ______ ------ PROP. FIRE BALLARDS ^ ----- ------ ------ L.L C)[If ----- ---------- ----- (TYP.) n � i 0J o rV 7 oy N L w F- BLOCK - U> 1 PROP. 8" C900 W o WATER LINE r---- - - ------ - -ri ---- zm i ¢¢ w 20.0' ! ! UJ 0, FIRE 11 ! J 1 1 ACCESS I i —i LLJ Q I Qg i Z Q U w ! I pi U CO I W J (D LL a �m APPROX. PROP. LOCATION PROP. FIRE BALLARDS I 0 z ui Z 0 [If z OF SH-16 WATER MAIN APPROX. PROP. LOCATION ' ^o IMPROVEMENT OF SH-16 WATER MAIN a r w IMPROVEMENT TIE IN f 1 Q `)zQ EASE. OFPS�X16 WATER MAIN�0o N IMPROVEMENT TIE IN 13 W N No¢ Q 01 Z W ON i�o W Ilif zQ N- U N ocnz KEY MAP Q O N— • • a 14 oW U NOT TO SCALE z N I= Q -EP `�l-w W J W USTICK RD. (PUBLIC) 3�m Izz O -uj �O L,j 0 Ecnd w o Lz¢ ( o � �z¢ I �¢o �¢¢ 1 X w F- N "wN N Ulx- C waO CL U) / X w SS\ONAL 00 r j o N 3 Quo �cG\STERF Xw� Cn o o L� x �IQ3: 13314 mF-Z 09/02/2022 _ E -Z� �100 f,9 �o o OF o W� xI, o 0�o PROJECT NO. IofU mT¢ 093969000 co,of ia.... DRAWING NAME _> I ,,- o EPO1.dwg M L oz iW�a 10 OF 17 Df_� Y XF-O Q w NORTH ~a 0 TIE INTO AVIATOR UTIL. EASE SPRINGS WATER LINE m GRAPHIC SCALE IN FEET PROP. 8" C900 UTIL. EASE 0 15 30 60 EX SSMH-06 SSMH-04 WATER LINE UTIL. EASE INV IN: 2518.20 3 111 \ SSMH-05 INV IN: 2519.03 SSMH-13 \ INV IN: 2518.47 INV IN: 2519.03 SSMH-12 INV IN: 2521.12 INV OUT: 2518.93 INV IN: 2520.89 INV OUT: 2521.02 EX SSMH .79 \ INV IN: 2518.47 INV IN: 2521.79 INV IN: 2520.79 � � INV OUT: 2521.69 I ZO \ Cp INV OUT: 2518.37- 7P CP LP CP CP F CP CP Cr rP CP Cf CP CP CP CP CP C CP CP CP CP CP V OUT: 2520.79 u' cn w w w w w w w w w w w PROP. LIGHT POLE w �' °� PROP. LIGHT POLE o w w w w w of — of ®ORs9 10=LF OF PROP. LIGHT POLE—ALLEY "K" (PRIVATE) 392 LF OF ^ o _j � 51 �F® 0'45of \\ ° ss ss ss ss ss 0 ss '� r� w ss ss ss $' PVC ^ I 90 I J 8" PVC C� 0.45% a 8" PVC ® 0.45% f 8" p �F OF UTIL. EASE f - - - - - - - - - - - �- — L — - - - - - J— L — -- L — � — - -- - - - LO / vc / 7.0' o o \ UTIL. EASE ° PROP. LIGHT POLE LL ® / / 3 ❑� PROP. LIGHT POLE 0 I PROP. FH M > / / ss--_ N I I I 00 GRAVEL ROAD SEE TYPICAL ` \ Cz 1 i 0 aL— SSMH-11A / SECTION FOR MORE INFORMATION / / 3 co 30.0 I 3 INV IN: 2521.16 / �,�, 1 F VF-19 oINV OUT: 2521.06 / UTIL. EASE UTIL. _ o - a r 3EASE. Ell 1:1 & o O o � / E El CE I S/w El 9EY I 12 ❑ O PROP. 8" C900 SSMH-49\ ■ ■ ■ / / / INV IN: 2519.49 WATER LINE a INV OUT: 2519.39 f \ \) . *- PROP. 8" C900 / o \ �P WATER LINE C \ ci PROP. 8" C900 z F \ WATER LINE v \ / 30 0/, / w Ln 3 00 Li ' 7 \ 1/ o a O C EASE l �� o EL ® \ p PROP. FH / �� vU' _o 0 oul ®� V o o N 00 M o \\ Q' �\ O / Q7 3 Q N �I z 71 (Zo / PROP. LIGHT POLE o/ / z --1w c' 00 O PROP. FH \ ss / /� 3 > I I �n/r„n � \ to .a PROP. LIGHT POLE ■ N PROP. LIGHT POLE PROP. LIGHT POLE \ ALn �� O `o � N o 1 Q o 04 1plp\ ` l �O eV Fw z a- oN Z f ❑ \ Vim. o o m m O w w O as cu—naw Ld U U wft� 2 Q cn I ❑ Of Z ���� \ PROP. FH , v / LLI W uj woQ ' O as J \ PROP. LIGHT POLE o❑ a / 4 ' w 1 SSMH-07 \ SSMH-11 / / 2 0 V INV IN: 2519.99 / R zo f INV OUT: 2519.89 0 w \ W /INV OUT: 2522.99 / Z WH fi \ / `— ❑ \ W I / 33 Y 3 W Z Q a I o \ w B ---- ti O SSMH-02 -� 130 LF W l l �C I Q W J _ 0o d O O INV IN: 2520.95 1 8" pV °F l / l �3 O� 11 i J w u 710' nTm INV OUT: 2520.85 C ® 0 609° W / / S�W 09 I > 7 0 am o / EqS 3 — Q W W L Q _ LL J~z 7.0' I ❑ 1 / SSMH-01 / \ W I 12 i Z _ "o y INV OUT: 2521.73 I I Q �ZU I BLOCK PROP. LIGHT POLE / i uj 0 O o / 13 f J N NoQ W W f�Z PROP. LIGHT POLE N NZQ a ® _ KEY MAP U Q 0 C14o ❑ ° W10= f �� o l / NOT TO SCALE V, Qw J o / PROP. FH / Z mN:2 Q) m I PROP. FH o )moo / PROP. 8" C900 m SDP- w ova WATER LINE w a)0 I PROP. LIGHT POLE / / oZQ U Q 0 aa � / L.L /=)ZF- x w F- MATCHLINE — SEE SHEET 12 N U72- V) "ofxo0 o �wQ � n / xL p Oar o 3 Q ��o o xW� no a Nod IQ� 13314 m�2Z 09/02/2022 o w� �Tq PLO gyp= o Flo 0 oTy�P OFN o�p� U gWcn g P, x o mz cn-o PROJECT NO. I"o mT¢ 093969000 r7 x-w OD DRAWING NAME o m /� W m:0 EP01.dwg bi Mba I o� iWma 11 of 17 X_o Y X�O Q w NORTH ~a 0 m GRAPHIC SCALE IN FEET 0 15 30 60 z 0 U) w of MATCHLINE — SEE SHEET 11 Z 30.0' SSMH-10 UTIL. I INV OUT: 2524.41 EASE. I ] , � ®® / PROP. 8" C900 o ® ® WATER LINE �N BLOCK - 0 0 .p) / / 1 � V ® 0 9 ® w / m �..■ � � F / a r11TH o / O 'D 1 II - 7.0' l / / � N oo DO z o ,Q / W L 7.0'— mr El ` w Ln 00 0- @8 Li 0 LiQ O ri L � I a N00 O z L a ; C-,] � liLi0Li�1 o� v CO o Q o�IWII Q' 8 cn00 EL 1 -4 0 / 7 Li Lu t 0 •° PROP. LIGHT POLE ■ N Q0 o PROP. 8" C900 Elo / / m WATER LINE ° o / cv N ' PROP. LIGHT POLE / J ® / M w Y z o PROP. LIGHT POLE PROP. FH / �� z0 � \ PROP. LIGHT POLE m i m o J?\� - - — — - - -- Q — - - — — — — — — — - - — - - i �/ Ld °° o rn R/l�/ z z Ld o f � 351 LF OF / BUFFE Q Q � Q w / � ss O J w ss ss � � R � � U � U w (0 0 0 � U 0 a PVC ® 0.45% j Q — ALLEY "H" (PRIVATE) - wU W W W W W W w W W W W W / Of PROP. 8 C900 SSMH-09 o cn SSMH-08 — wo INV OUTINV IN: : 2521 54 3 I I ,� " / I I WATER LINE INV IN: 2523.32 Ii c INV OUT: 2523.22 / J cn a I Q F-a I 42. 0, �� PROP. 8" C900 �} WATER LINE 0� , / Y ❑ I 10 z w o o�° o ,,,, o ❑ G C)r 0 o a o 0 © W Qa a - - o UTIL. W © o E_ o a / ! i O I I I J W EASE. J I S/w ❑� �❑ ❑ �g �❑ 3 I J ❑� ❑ o �❑� / EgSE I 11 , i J LU — Q L� I I I Q �I ❑ z � 0 U W C I L (Z J I / 70. 01 i Q — 12 = xoZ J23 PROP. LIGHT POLE 10 i O Z — Q —W� W J Lu ° � x' 13 ' w � w SOU N - Q N No¢ O 3: W. ENDEAVOR STREET (PUBLIC) ' U OO O U 0 0U)� _ _ KEY MAP Q iW o m PROP. LIGHT POLE NOT TO SCALE z O Wv � Qw� m LI o Y 3r zm U)wz J ?O w ova E[C-n-a MATCHLINE — SEE SHEET 13 LLI ° z¢ a —o � OzQ I Sao zp L.L xw N U72- V) xo"of0 ° �wQ �U) / x�w p Oar o 3 ����o STE/bno xW� a Nod iQ� 13314 F� 0T�y9T�/P0 2/N20PL2O2mjo X � Q o OF u l gy p= o�p� :�j W g XP, o mz cn-o PROJECT NO. i"U ml- 093969000 r7 x w W m °Of DRAWING NAME O ���LW/ mw$ EP01.dwg I iWma 12 of 17 X_o Y X�O m m Q w NORTH Q 0 r m GRAPHIC SCALE IN FEET 0 15 30 60 z 0 w MATCHLINE - SEE SHEET 12 I PROP. FH I o I I Z PROP. LIGHT POLE � I I 47.0' I 3 I UTIL. EASE R/W I 0 I 0 9 0 0 / EX SSMH-30 INV IN: 2516.08 U10 0' INV OUT: 2515.98 Lij 1-4-1 - TIL _ EASE. — — — Z � PROP. 8" C900 O WATER LINE 3 z 1 I BLOCK GRAVEL ROAD SEE TYPICAL O i 2 SECTION FOR MORE INFORMATION 00 8Q 00 C-5 co N V 131 1111 /� � SSMH-31 �F �, / co o M Q J I m NV N:32517.61 INV IN: 2516. 3_ Op`'� / �0 N ��INV OUT: 2516.53 / 00 INV OUT: 2517.51— @ Z o r� 1 O JG Q 5 N FjL — - - - - - - - — — — — — — — — — — — — — — — - - - -- - —� Q / 11 Z 3 / UTIL. EASE o Q) No PROP. FH o -i w 194 LF OF PROP. 8" C900 I o F- Q ss� ss ss w LWATER LINE I V-) > w 8" PVC ® 0.45% ,PROP. FH -1 O PROP. LIGHT POLE I w w w w w w w / 0 0 � �D- — a - - - - - - - - - - - - - - — N W W W W W W N O J w M a_ I N � O m s ss ss 217 LFno F ss o Q � 8, PVC ® 0.60% w ss - - - - - - - - - - - — — — — — — — _ Ow CN — e--*, e-11, j � � CN SSMH-34 z SSMH-33 INV IN: 2517.87 N m m o " > � m O INV OUT: 2519.17 INV OUT: 2517.77 ^^ w } as FA < Lu Li 10.0' a 0 a (U!l (U!l W S/W 3 33.0' ° pW C B/ W� a-0 dQ J <a C)o PROP. 8" C900 } WATER LINE 0 W OJ LL z 0 Z Z W H Jr W N U r LL Zm Z o QQ I i 11 i J LU 0 = a PROP. LIGHT POLE 09 J Lu _ Q Z � o C) ! _ - O U — APPROX. PROP. LOCATION ^ _ X[ifo OF SH-16 WATER MAIN I 10 ..� L 12 o`.J� IMPROVEMENT TIE IN oo I C� N o� f APPROX. PROP. LOCATION 13 W N Np¢ OF SH-16 WATER MAIN ! Q W NZQ IMPROVEMENT N ocnZ KEY MAP U Q N O Q Iw= — LLIL) _w w w w NOT TO SCALE z Q K W m0:2 3 LI o Y r 3 W o�m L �� APPROX. PROP. LOCATION W US TICK RD. (PUBLIC) J �Q �Za OF SH-16 WATER MAIN LV oQQ IMPROVEMENT TIE IN n/ L.L Xw� N U72- Xp0 p WI�H � �N i X�a wr FOSS\ONAL 0 o io3 Quo ��01STERF FF� O X W D a pO �1Q 13314 > MF-Z o mw� j �T 09 02 2022 U E �100 �oT �FOF o �W� XF, o �3o PROJECT NO. 1"U 093969000 rn m=¢ ro XW w co,Of DRAWING NAME m w o EPO1.dwg � (nOp iWma 13 of 17 Of=W Y XF-O m m Q W Q 0 m 47' R/W 43' R/W 8' 7' PLANTER PLANTER z 13' S/W EASEMENT 16.5 16.5 I I 18.5' 10.5' B/C B/C I I B/C B/C 2' 10' 2' 5' 5' 2' S/W S/W S/W I 0 z 2= 2.Qwwor= 3.67. MqX �'•� Mq-I� CONCRETE SIDEWALK 3" ROLLED CURB & GUTTER CONCRETE SIDEWALK PROP. 6" VERTICAL CURB PER ACHD SUPPLEMENT PER ISPWC SD-702 PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT TO ISPWC SD-709 PROP. 8" VARIES VARIES TO ISPWC SD-709 TO ISPWC SD-701 SEWER PROP. 6" VERTICAL CURB 3" ROLLED CURB & GUTTER PROP. 8" PER ISPWC SD-702 10' MIN. WATER PER ACHD SUPPLEMENT O TO ISPWC SD-701 mr v� MULTI — FAMILY LOCAL ROADS N o TYPICAL SECTION SINGLE FAMILY LOCAL ROADS Q N.T.S. TYPICAL SECTION z N. GLASSFORD AVENUE m W. ENDEAVOR STREET BEECHSTONE STREET oz Q) o N. TURNSTONE WAY W. ASPENSTONE STREET � o W. ALDERSTONE STREET o N o O � o m W W z = z N z z F-- 00 z z N m m 2 > c� m p 0) W W O J J 03: U W as cnQW W D u . W U �Z 6 U) W H Qa d U W O ir d Q a 21' R/W _Z U O (` 0 W OJ W M v/ z Y Z O WH W Z 0 Q 10.5' 10.5' 13' 13' Q U)F- B/C B/C J 2 aF J Q 7' 7' U p � U W C U m d Jui = n O ~U oZ Q Q N LL N J O W NN Q J Q IY� Z O O LL I U_ oQ W zZ 2= 2 0% 2 _ U :2N Q (n Z Of Q o Lv cn �} 6" VERTICAL CURB 2� 20_ 3 �Y PER ISPWC SD-701A 6" VERTICAL CURB �m PER ISPWC SD-701A D� PROP. 8"L, PROP. 8" Za SEWER VARIES VARIES PROP. 8" SEWER 7) 7° PROP. 8" 12" THICK " MINUS COMPACTED SUBGRADE ZQ WATER WATER CRUSHED AGGREGATE 10' MIN. 10' MIN. / Zz 0 � W� , a W z� ALLEYS " W" — " Z" ALLEYS " G" — " L" GRAVEL ROAD Ua a TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION i CD3 N.T.S. Q�o���cG\STE N FAG/�FF� .T.S. N.T.S.00 o� > 13314 U X W / �� 09 02 2022 _ o o cn Wco °�y TF OF o Y P N\G �m�� 0``~� 0 PROJECT NO. 0 mw=Q 093969000 7 X W W ia_�w DRAWING NAME _>m w o TYP01.dwg vlM a M LL_o Z iLd < 14 of 17 =W N�XF-o Q a 0 Ld 2536 2532 r7� m rn r- r- Ln 00 -_ O Q,O�n 00i Oco� O� cOF)N I) (fl-N O V-) N NN NN N NLnN 7 oN D D >N _ r7 NH n 0NH r7 LnNH = zp � Of zp W 2528 = No = Nz0 = Nzo >> X >> cn of w Of c�n �> cn U) EXISTING GROUND — - - - - - - - - - - - - - - - - - - - cnE__ cnY__ - - - - - - - - - - - - - - - - - — cn �z — — — — — — — — — — — — — — — —— — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - 2524 � o O z J W 2520 m W 217 LF OF 8" PVC @ 0.60% W V) 194 LF OF 8" PVC @ 0.45% 101 L OF 8" PVC ® 45%2516 37 LF OF 8 PVC @ 0.45% 428 LF OF 8" PVC @ 0.50% W z 2 2512 < O H Q mr z p a 2508 a o o vj LY 2504 o 0 w O ■ cvd C, 2500 o -� mo SOUTHERN CROSSING N p Z = Z N o- y o- O II II 04 N w v = > 0 m p O W O Z Z U 3: U w Q Q (n Q W H U U w ft� = Q N N pp N ui _r\ O� 2536 �Z p O �_ 000� �� aQ 04 0 ��r7 �M 00N pNN Q p—N N NZ w0 N m6L0 CO�rj� . U-) �� 0 N LnNH = ao LoNH 00 NON N C4NH N 04 ON 2 N-0 (!) �Z �a N NZ=O Cj NZ= = NZ=O = NZ0 N �» 2532 z N ..— _ —0 (n cr LLy / [EXISTING GROUND wFzz V) � �zz N �zz - - - —I- - - -- u J _ r- 0w -1\ ' - - - - - �� OJ - - - - -� y \ / — — — LL — Z O \ \ O w H - - — v W/ 2528 �/ J LL Q J_ /A zm V 0 Qa 0 J 0 J, J U w L m wJ 2524 w V) D _d F Z �z = o a LL 0Z W z 0cn m 2520 W N o W N o I C ZQ U L �Z N p U= Of w V) LLI u)g TT II oY 2516 r D F-m m 428 LF OF 8" PVC @ 0.50 WZ O �o �� cn a_ < (n ZQ rn _F= 160 LF OF 8" PVC @ 0.45% 2512 ao zZ 107 LF OF 8" PVC @ 0.45% wF- _N 75 LF OF PVC 9 0.457, 55 LF OF 8" PVC @ 0.45% 0 wQ 73 LF OF 8" PVC @ 0.45% cn o a w 2508 ONALcn fNG� 0 �,1STERF tiFF� 0 a 0, o 0 Q� 13314 Na-LLI E CZ)0 2504 �O qTF OF U w cn O xo o PROJECT NO. 2500 093969000 r7 o w w DRAWING NAME SOUTHERN CROSSING > 1 w& UT.dwg m�coz 15 of 17 �__ Y X�0 o= m m Q w Q m 2540 2540 2540 2540 2540 2540 o O`n C° co Sri co ,^ Lo N � N ��� �� O O 1 In Lci I r7N NN Lo N M�c)N N �lN pp� �N SON O� N Lo N N �`C N N FL: N 04~ N N N Q 2536 oLo 2536 2536 Lo N N I EXISTING GROUND 2536 2536 - 2536 r mNO N NH Nj O 04 N I U) Larnco� aocflN o V) NEzz -- - -� 11 Z - - — EXISTING GROUND _> zo N LnNHro N04 Z_ — W I N "� (I C'4 EXISTING GROUND 2532 = ?o = ?0 2532 2532 2532 2532 — — —— —— —— — — — — — — — — — — —_ 2532 >> N >> V) V) 2528 2528 2528 2528 2528 2528 178LF0F8" PVC@0.6 % OF 8" PVC 0 0.60 0 0 5 LF 0 8" PVC ® 0.45% 158 �L _�_ PVC © 0.60% z 2524 _ _ 2524 2524 2524 2524 2524 5LF0 8" PC ® 0. 5% 2522 2522 2522 2522 2522 1 LF 0 8 PVF 0.45% 2522 > > > >> ALLEY > Y > ( PRIVATE ) ALLEY > X ( PRIVATE,_ ALLEY >> W>> ( PRIVATE,_ L ci mr 0 z vi w Ln � N Q 00 U N O � (n O M >04 Q N N 2540 2540 z o � C\j z (' co � N rn (o oz a o ui �In Lo ri .0 �� r L6 Lo N (n 00 2540 2540 't O N N N N EXISTING GROUND 0`V J ° 2536 rn�,n N N ,n N 2536 CNN NNI— _ ?O ° N In I- I- I Z Z= O _ ON I NZOO .. A � �>>> N�co ■ cn _ N � _ »> ��� r� —_ _ cn �zzz rnNN N o U)LqU? 0o 0 r60 N �» > ZZ_Z J V 1 I _ NON O 0 2536 rn N `V O -N - N`V 2536 2532 N z z z — — — I — — — —_ — _ _ I N Z o 2532 N colj�NN CNN 2 — _ �_» O .. Z = Z N �N� HIIn0N ! ( :�> �J ��_ (� �ZZ � � � O = 001 N "z EXISTING GROUND cn �? N z NM» > m } m 0 cn cn �z z � m o rn z z z 2528 w w z z Y 2532 o cn �—— �— � � - - - - - --- -- - -- - - -- - - J 2532 2528 J J (D 3: U as �nQw O (Un (Un------------- O O U O W I 183 L Z o� V % 45% 992 F F C 25242528 2528 2524 W Qa wo wo 2522 2522 D:z of 2524 2524 N . T U R N S T O N E WAY PUBLIC Lu oo �r 0:W J LL r Y w0 O > W Z cn 2520 2520 Q L.1_ OO W Jof 5 L i J a3 32 F OF 8' PVC @ 0.45% J Q/ U w cn 01 dJ W a 2516 2516 2540 2540 Z L W Ul , 0 Z O W Q d' Z< �// J Q O 00 0 Lo D7 n Ln InLd N z 0 2512 2512 00 o o N o CO �,� cfl N M Q � W o Z¢ 2536 o o N - N - . ') - co N rn N,n 536 V LL 0 Ljo NrnU) 0N �N 1 � N = M� • coi �Ln N� H o >} NN N� 1 NNE N D EXISTING GROUND cUn Nz = Nzo o o cn (nm _ - - — (n » > Y > >> �» x �> N —zzZ z } 2508 2508 (" —zzz �» x —zz w �? cn �__ _ wo 2532 N �- -- �zz w �__ - - - - - - - - - - - - - — — — 2532 Q C a ZQ -o Z Q �z zo 2504 2504 , wF 2528 2528 N =N Na BEECHSTONE STREET ( PUBLIC) W Z a� o Ntz ��SS\ONAL i N 2524 2524 Quo G/1S/JTERF N 00 o� a 346 LF OF 8" PVC @ 0.42% 13314 o a %09/02/202�p2p= Mm o= F— qT P 00 2520 90 L OF 8" PVC ® 0.64% 46 F OF 8" PVC 0.45% 2520 oTyY POFN��p�`� F-F o t0 51 LF OF " PVC 0 0.45 0 �� 2518 2518 PROJECT NO. J 093969000 n ow 0-Wu NORTHERN CROSSING DRAWING NAME >m w oo UT.dwg Ulm a Ocnoo mLi(nZ 16 of 17 ,,-Li�a af_L, YX�O m 2540 2540 a w Q rn rn M O � rn 2536 rn `�' N • '�,N 2536 2536 1 0 00 N °° �n00 2536 m ON �NH N M �N N �N NH O M NH �N 01 nLo N H M I N Ln � � in .. = r� ON Zp I N ' ZO I N "O I N ' ZO O NNF— � �N �� » .. — — _ __ \ EXISTING GROUND >> = z_ _zp N z I ND EXISTING GROUND �� \ i zz cn >> (n >> \ = �� -- N � zz N �zzz \/ �` N � zz � ' »> X �> 2532 __ —— I —— 2532 2532 \/ — — — — — — — — — _ _ —— N z z_z w EE z 2532 � �z — _ - - - _ - - - — -- - - -- - - - -- - -- - - - - - I // z 2528 2528 2528 2528 a 2524 2524 2524 2524 304 F OF 8' PVC o z 2520 2520 2520 392 LF OF 2520 37 LF OF 8" PVC 0 0. 5% 103 LF F 8" P C 0. 5% 0 2518 2518 :p ALLEY " " NORTH ( PRIVATEI 2516 38 LF OF " PVC 0 0.45 2516 25141 2514 ALLEY " K " ( PRIVAmr TE� 0 z vi LLJ Ln < 00 Q 00 U N a. rn co _o ---- ---- 2536 rn rn o o ao 2536 o N � N z ) 0 in k �O 'q- Q = N O NNH �LN 0Ojcl po MO LoLo N I NZ Z� NN OMH 14 N�N� = NZ � �> O= m to ro N H (n — 2532 0� 2532 2532 = N o I `��'z_o c:n �z z cn z z z 2532 w00 5- Cy) EXISTING GROUND cn Fr-- J o NE (n > �_» __ - - o OLn ��_ (n �z �zZ - - - - - - - - - — a Z N — 7D C,4 O �� — — — ---- N N Nam» NON - - -- - -- — N o T (n Of U)NH o 0 2528 EXISTING GROUND 1 N z o 2528 2528 2528 O m - - - ---- - cm5» N - --- _ (naZZ — — t q- a- y a- O II II 4 m m Z Z W O 2524 2524 2524 2524 > o m o 0, W W `S 351 LF OF 8" PVC @ 0.45% v v w < = Q (n (n c� c� U c� B., PC ® 0.6090 N 303 LF OF " PVC 0.45 2520 w Lj 2520 2520 2520 z Iw� 2518 2518 w0 _T Q ALLEY " H " ( PRIVATE) 251s o LF F 8" PVC: 0 0. 5% 2516 r o Z UO 1w 2514 2514 J LL 0 F—Y " J" PALLEY RVA w O 0 0 wJ N~ J O 0 CE J w — U m w J 0� 2536 2536 2536 '� 2536 O w Q o� — = rw _ o J a 00 00 o N O to M In In N w cn O �N H Ld N HZ NLn N% cpd)O = Nz O /�, W oN z¢ O NN �t')P7 00� �> > U m `� 2532 to O 2532 2532 00, (`! z z 2532 m �w O LnNH �� I NZO --- - �' �Y U) �z EXISTING GROUND = N-0 °N � » - - - - - - — _ z zz Nam» 00Ln�N --- --- wo --- - _ � �zZ O �N� EXISTING GROUND 2528 — — — — — — — — — 2528 2528 = `"?o — 2528 a ZQ N » — U) a- za cn _zz - - - - - - - - - - - - ¢o -- - - q) (nZ - - -- - as — — - - zZ co 0 wF Ld_" 2524 182 T7 F7—C F 2524 2524 2524 00 c D D a z< � Na w Z a� Quo �F-GISTERF F�� Q Z 344 LF OF 8" VC 0 0.45% o 2520 2520 2520 2520 P� 316>�O Uw Ucn I �'�syqY T 1�P3 3F1 N4PVC0.45% 09/02/2�\o0 2 0 TE 2518 2518 o O ALLEY 7I7 o2� `�o=SOUTH ( PRIVATEI 2516 2516 O �oZ 0 3w PROJECT NO. 0) w� Z W 2514 2514 093969000 0 r7 w o' e� i0~w DRAWING NAME LCE ALLEY " L" ( PRIVATE) UT.dwg m w MLLOz �w(n a 17 OF 17 af_L, YX�O