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PZ - 170005 PrePlat Combined Sheets 071317 W PRELIMINARY S�pNAL EN J BRICKYARD SUBDIVISION LEGEND A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 32 I rF OF TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN I G. CAR?� -- -- suBDlvlsloN BOUNDARY ADA COUNTY, IDAHO cn 2017 E. MCMILLAN RD — z :r Cc W RM ROAD RIGHT-OF-WAY w w z a Z -- -- - - --R- - - PROPOSED EASEMENT I J o � <Z z <z v ¢ >0 mw Q a Y x a w W w CU ® ` w r w en T U U W �EP PROPOSED EDGE OF PAVEMENT v a Y O Q - , EG PROPOSED EDGE OF GRAVEL I- SS(8")> PROPOSED SEWER LINE 0 50 100 200 300 < Z ® W(8") PROPOSED WATER LINE cn U) SD(12")> PROPOSED STORM DRAIN LINE SCALE: 1"=100' w PRO,JEC-{ S Try E- PI(4-) PROPOSED PRESSURE IRRIGATION LINE � �' Q Z .....- _ ------ PROPOSED FENCE LLI PROPOSED DRAINAGE FLOW PATH CITY OF BOISE ® Q fl Q - Gl WALLACE E.HEDRICK -, s u1 U) >} Q PROPOSED SEWER MANHOLE 13984 W JASMINE LN c7 z Z 0 �_ ® PROPOSED CLEANOUT R4582530202 (- �` } —VVEC I D- I — U) U- C.O. EDDlE L BOLUNGER RQBERTA J.COOK _U U 2800JASMINE LN 14120R4 8253031NOE LN — — �"-- — — — — — I J Lu F_ ! IY � Q PROPOSED STORM DRAIN MANHOLE ! _.. c/) ® PROPOSED CATCH BASINIAREA INLET O o a PROPOSED SAND AND GREASE TRAP I PROPOSED FIRE HYDRANT JASMINE ACRES __—EP--EP EP EP—EP EP FP— EP EP —EP--EP EP P —EP—EP—EP—EP_'/ EP EP Z ® PROPOSED WATER METER /`� -- EP E EP____ E. JASMINE LANE _ VICINITY MAP TYLER MUZZANA ZLLJ 2654 E.MAHONEY ST - ..® - - - - =_® O® - -._ - - ®® i SCALE: 1"`15®a` Z PROPOSED WATER VALVE R1362HON - - - -- Q 0 PROPOSED GRAVITY IRRIGATION BOX \� \+ ' • . �, — - -!-•- - - I� - _ _ . . - r - —i I e - � - - - - - �-. �_ - _, �_ - I I 1 I CITY OF BOISE RANDAL P RUARQ \ I e e ! e I I s e :r a s s. r a. e Ii �� Q® Q 0 F- (Is PROPOSED PRESSURE IRRIGATION SERVICE `2672 E.MAHONEY ST °\ ` f I r ! I f r of ! I ST INVESTMENTS INC Z © o uj a _ i`AA /YI w R136250820 ( - ! `' . I I li Z - x _ _ ' I I 13881 W JASMINE LN v zw z w ® !D PROPOSED PRESSURE IRRIGATION DRAIN �' \ _ _ _ _ _ _ _ _ _ R4582530280 W d Q i - - - �� - _ -- _ - - I i a,Wop _ -, — I o 0 I oZS co N J _ (1 0] W PROPOSED STREET LIGHT ` , I cl) 04 w `" SEE NOTE 5 MARK S WILLIAMS \\� /// s I I I ' 1 O > I 2680 E.MAHONEY ST f �` PROPOSED STREET SIGN \ .. . .. .. .. ` . .. . .. r� , . .: . ®. .. .: I I , . . ,: ., . . .. .. .: .. . .: I .� �.. W ti a �- R1362650830 �I r ! j (1 T O U) PROPOSED TYPE If BARRICADE - - -I - - - - _ - y, ,- - - - I � U) f /� - _ - - - � — — _ _ - ---I - - I ! ! x U) 00 DOG PARK- - I- _ _ I I( /.r ' I w < z PROPOSED TYPE 111 BARRICADE - JOSEPH C CATALONI \ PLAYGROUND — 1 =x—x—x- W 0_ = 2706 E.MAHONEY ST / ? '.* , ! I I---------- uj m o PROPOSED PEDESTRIAN RAMP W/DOME PANEL R136\zs�5o850 < w ® � \ / '_ 1 ! I m I ' SHEET INDEX H LL z N2 z PROPOSED TRASH ENCLOSURE t Z CHAMPION PARK SHRIER ROBERT&IRNSE �. \ SPLASH PAD / Z / w I ' (D cc') z O LIVING REVOCABLE TRUST \ / I Z i2 25 PROPOSED MAJOR CONTOUR b 1 r C1 - - - - - -PHASE 1 _ ,® I 1 -TITLE SHEET — v 8p 2718 E.MAHONEY ST ti - - - ''""t . F N R1362650860 / - _--v- __ :____�_-__ _ __ -_. _ _.:__ \ I 2- NATURUAL FEATURES w w <t PHASE 4 = .._ PROPOSED MINOR CONTOUR -""- i \ ,/� I I I 3 =LOT DIMENSIONS Q LL LL \ ` / , I I ST INVESTMENTS INC 4 SITE PLAN o a U. o 3673 N EAGLE RD ® JASON K CICERO , I 3738 N LESLIE WAY R1362650870 _ i / _ - - — — — [� GARY R MARTIN © 3716 N LESLIE WAY - - R1362650880 KARASUE LILYA \\ y_ — i i I � € PHASE 2' 2754 E NAKANO DR v I If R1362670250 �,W MICHAEL J HOUSLEY _ 2736 E NAP DR I I CORNWELL FAMILY Z R1362670240 I--II _JJJ TRUST 3/23/15 __ ! ® 3652 N JUSTIN AVE VANXAY KITNIKONE `��� / R1362670260 C) R 271 E NAKA DR U v j r PHASE 3 ROGER G RICHARDS 136267023230 o S► I " I 1 I IT DATA ! I i . /� I i 0 3640 N JUSTIN AVE i : .. R1362670270 T T ° _ ___ =--- °- ---- ®---- ---- -------- --------- crl KELLE ANN LANGHAM - ------------- - — DEVELOPER ACREAGE SUMMARY NOTES _---- 362E N JUSTIN AVE - — — — __ } . _ R1362670280 Q PRIVATE DRIVE LAND DEVELOPMENT PARTNERS,LLC TOTAL=15.00AC 1. COMMON LOTS 1C, 32C,AND 41C, BLOCK 1 AND COMMON LOT 1C, BLOCK 2 ARE TO BE OWNED AND MAINTAINED BY THE BRICKYARD HOMES OWNER ASSOCIATION. ASSON ENTERPRISES LLC - JAMES DOOLIN OPEN SPACE REQUIRED=2.48 AC cli 3602 N JUSTIN AVE CENTRE POINTE - - 4685 S HIGHLAND DRIVE#202 OPEN SPACE PROVIDED=X.XX AC R1362670290 PROPERTY LLC FCENTREPOINT MARKETPLACE LLC SALT LAKE CITY,UT 84117 2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE. 3423 N CENTREPOINT WAY 3547 N EAGLE RD W ___r.___ __._� R1343770080 I R1343770232 (801j649-3519 ZONING I (�(J z 3. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO {{ GENERAL RETAIL AND SERVICE T Z FARM ACT,WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE OWNER COMMERCIAL DISTRICT(CG) op w TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES BLUE MARLIN INVESTMENTS LLC AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN AREA AND LOT SUMMARY P.O BOX 8204 SETBACKS I— THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PARKING AND BICYCLE COUNT BOISE, ID 83707 CG: FRONT/REAR/INTERIOR=0' LL NUMBER OF DWELLING LANDSCAPE BUFFER Q PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER LOT TYPE AREA(AC) % OF TOTAL REQUIRED PROVIDED >- COLLECTOR STREET=20' A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY LOTS UNITS LOCAL STREET=10' AGRICULTURAL OPERATION OR APPURTENANCE TO IT RESIDENTIAL 59 215 4.11 28.80 DRIVEWAY PARKING 246 255 F PLANNER TO RESIDENTIAL=25' W COVERED PARKING 246 260 T-O ENGINEERS 0- 4, THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION VERTICALLY INTEGRATED 2 32 075 5.2E j O SHON PARKS,LA ROADWAY JURISDICTION DISTRICT,AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE,SECTION 31-3805 PARKING STALLS-GUEST 15 11$ fl`_ COMMON 4 NIA 9.41 65.94 2471 S.TITANIUM PLACE CL AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM SHALL BE OWNED ADA COUNTY HIGHWAY DISTRICT wAND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. TOTAL 247 14.27 100% TOTAL PARKING 507 633 MERIDIAN, 83642 (208)323-2288 BICYCLE STALL 26 48 SEWER AND WATER PROVIDER U) PUBLIC. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBLIC. PROPOSED DENSITY 17.31 DU/AC ENGINEER CITY OF MERIDIAN SEWER AND WATER f- Z T-0 ENGINEERS W 6. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM. JOHN CARPENTER,PE FIRE DISTRICT STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF 332 N.BROADMORE WAY SUITE 101 uj STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES NAMPA,ID 83687 MERIDIAN FIRE DISTRICT I- AND THE ADA COUNTY HIGHWAY DISTRICT. 0 442-6300 IRRIGATION DISTRICT Z 7. DIRECT LOT ACCESS TO N. CENTREPOINT WAY AND E. JASMINE LANE IS PROHIBITED BUILDING AND LOT SIZE SURVEYOR SETTLERS IRRIGATION FOR RESIDENTIAL LOTS. ENGINEERS 2-STORY SQUARE FOOTAGE(SF) 1374.00 K®IN SORENSEN,PLS 0 332 N.BROADMORE WAY SUITE 101 tl� 3-STORY SQUARE FOOTAGE(SF) 1688.00 NAMPA,ID 83687 v LU MINIMUM BUILDABLE LOT(SF) 1545,00 (208)442-6300 ATTENTION: W 0 1/2 1 a Z MAXIMUM BUILABLE LOT(SF) 3450.50 a IF THIS BAR DOES NOT MEASURE W Z AVERAGE BUILDABLE LOT(SF) 3035.00 Of a wV ON 22x34 SHEET or 1/2" ON 11x17 SHEET,THEN DRAWING IS w ® NOT TO SCALE = I- DATE: JULY 13,2017 CD a PROJECT: 170005 U vs SHEET 1 OF - •SAY _ W P` m LEGEND oN LAN a EN sG� c-OLj POWER POLE Q MONITORING WELL TOB TOP OF BANK CL J NATURAL GAS MARKER TELEPHONE RISER TOE TOE OF BANK d 120 ,°0v s47--v_ p C) ® METAL"T"POST TELECOMMUNICATION RISER EDGE OF CONCRETE /r T9TFOF of B.O.E.- ® WATER BLOW OFF __ PROPERTY BOUNDARY ------------- EXISTING EASEMENT FLAN N. SOR��� U) Q U) WATER HYDRANT -x-x-x-x- EXISTING FENCE LINE MAJOR FIVE FOOT CONTOURS _ rry WATER VALVE N TELECOMMUNICATION LINE MINOR ONE FOOT CONTOURS w m H w w uj Z ® STORM CATCH BASIN o OVERHEAD POWERLINE 3168 CONTOUR ELEVATION z u') z ¢ w a W w w 8 z z z z v O (} so STORM DRAIN MANHOLE -UP- UNDERGROUND POWERLINE PVC PIPE INVERT r ti N U) W U a U Z w WO (DSANITARY SEWER MANHOLE w WATER LINE I SIGN o Y n Y I ® SANITARY SEWER STUB c NATURAL GAS LINE c__ GUY WIRE W LL F- O ® IRRIGATION MANHOLE SD STORM DRAIN PIPE / , CONTROL POINT/BENCHMARK 0 25 50 100 150 0 Z 0 ® IRRIGATION CONTROL VALVE sew SANITARY SEWER PIPE FLOW ARROW Cr7 IV U) IRRIGATION VALVE Pi PRESSURE IRRIGATION SCALE: 1" = 50' 2 CC Tx POWER TRANSFORMER a GRAVITY IRRIGATION W CL Z LIGHT POLE EP EDGE OF PAVEMENT W co U }p �p \--EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP �/ '- x+ EP W -- co / EP--�EP EP EP EP EP EP EP EP EP EP EP W EP ��---EP EP W IU 7v _ .-� 1 E. JASMINE LANE � ' Lu a' \ \OHP N OHP N diP�OHP OHP N OHP N OHP N OHP N OHP NWiP OHPN OHP- - piP N tkm NtwP rem ' ' N N N N TY N N - +\ \ _ _� __ __ \ S89046'47"E 1299.67' �= --,� P OHP aHP7:5P �P BHP _ �„p = - - - - - - - -�- OHP - --- - \ 71, +� -- Sl --- ----- -----------� ------------� --- 5------- , �= ------ ------------------- i -------------------------------------- - - - -\ -------------------------- RIM -' - _ �o * 8), IRR.MH \ --- -- - --------------------- ------------- ` =2617.32' 2618 ' \ PROJECT BENCHMARK#1 \ \ IE IN=2612.53' 1 / \ I MA .NAIL \ \ IE OUT=2612,29' - - - N M \ i 8.0v N=7 565.08' \ \ Z E=246`\044.23' \\ \\ I i FW- \\ I // - - - - - -- I NO 1 I EL=2620 08' O O \\ , / ) t t EXISTING 70.00' \ cf I ROADWAY EASEMENT \\ 6�� 4 i w O O Q O u) = 2 *� S ?` O Q Q Q Z cnOawo c' M c9 \\ N ccv I- 2627 \\ \\I p I I -0N w-I d a 0 Z s \ , 1 / !.O I x W o � N �Q � �m 2 G , SSMH \\ \ (�,\ I x O � \\\ r RIM=2619.35' / \ \ I I >' W r' D ValH \ IE(E)=2611.25' / 3 iv, \ ` \i �+ > O M O \ ABANDON \ ^\ \ \ I u.► m w Z \ \ ' IRRIGATION PIPE ' CEN PIPE=2611.24' I Z 1 \ I // EASEMENT TO BE VACATED \\ j I\ 07 0 co 1 y, x x I- \ IRR.MH \ \ �/ M W I OLu Z m Q LL '\ RIM=2617.64' M O IE IN=2612.82' �\ , 4 � � ,/ � �---�, -.__1 ` -__ I � g Z Z IE OUT=2612.72' \ \\ , �i ✓ �'ss CLEAN OUT i / �� -'____, , Q ` i I W M Q ,1 ` RIM=2619.51 ------------------------------------------------t / - -__ ev x C� Z 0 d / I mEn F- ` \ ` \\ \ �yQ IE=2611.51' / - _ _ 1 _ Cp / i ~ cn co QLL 0 I I x-x-x-x-x-x-x 0 d O p cp \ , EXISTING 27' - _ _ I I I 0 o �+9'� `� i - 4RR5MH \ \ ` / X J / ��� /I STORM DRAINAGE / J �--------------------- RIM=2617.94' \ \\ \`/ _ ,% EASEMENT CL' IE IN=2613.02' \ \ STORM MH �✓ O �� IE OUT=2612.91' \ 01M 2618.27' ,/ W \ \ IE Mt=26-3.81' , U) \ / \ IE OUT=2614.'1' ,� ( / i / 16"PVC PIPE / \ \ , STORM MH / � \ IE=2615.44' RIM=2619.74' I \ H8 TOE 'T.OP VAULT=2615.97' Z \' ! PVC 3 BO'F.VAULT=2C�1.06' F- IRR.MH \� /7</ ABANDON DITCH , / i , I ` „/ STORM MH RIM=2617.12' �\� ( / i \ RIM=2619.56' � \\IE IN=2612.20' \ , M \ TOP VAULT=2615.93' O IE OUT=2612.09' �\ CB \ / BOT.VAULT=2611.03' / / / Q_ \ , RIM=2617.09' �/ / EDGE OF WATER=2613. 0, c CL \ IE OUT=2614.46' / ( B. cri \\\ / \ `\ !! / 3 / 1 a I \ `\ // j/ 04 ui Z v \\\ / �' !! 'r l \\ / / � O \ / STORM MH i / LL Q ��o RIM=2617.46' i / \ \ / / p ( i Cn CB IE IN(E)=2614.49' i / i RIM=2617.06' \\ \ ` / / o \ IE IN(W)=2614.39' t t , / / M i- W \\ / IE OUT=2614.29' + / tt IE OUT=2613.40' \ \ ` / ABANDON DITCH U W '� ZMCP T J SSMH LU tS` RIM=2617.32' i i / / ( ✓� O \\\ IE(S)=2609.84' I 1 ` / / _ J \ CEN PIPE=2609.89'FL PROJECT BENCH ARK#2 MAG.NAIL I CO N=719084.74' ( 2622 - - - - Q T \\\ / E=2463935.29' B.0 EL=2617.94' Misc.Pv PIPES I- �_ RIM=26 8os I I `- a I I SS CLEAN OUT 6 ry z �- i / IE(N)=2609.35' i d, RIM=2618.20' \ \ I W j -26�9 IE(E)=2609.40' i I I IE_+/-2610.09' N D ZV I CEN PIPE=2609.31' to I f I I \ I Cz O I i ( 3 , I /\1 - \ � 1 C _ � - - CB -AIM-'2618.41' Z I I I ( i - \ �/ \ �� � - _ I -- - RIM-2619.98' r - I _ ?� IE OUT=2616.99' -------_------------ _---- I \ IE - f - - - - �-_ i-- �- ------- -i - --- -1------------------------------------------- ----- L--- --'-------- -_------- --- --- \ _----- ------ ----- ----_=__-- ------------- v----- OUT-2616 18' � � -a�cii "=R'T-x-i �-x-x-x-x, l_ __ __�..0 _ __ __ __ __ __ _ __ Q w M M S89059'41"W 923.44' M M M w w w / w_ ATTENTION: z W a --�._ - - 0 1/2 1 z 4 Z \ �- o \2679- 262o 261 26/9 \ I,` IF THIS BAR DOES NOT MEASURE a W ---� 1"ON 22x34 SHEET or 1/2" ON F O yYo " 11x17 SHEET,THEN DRAWING IS w ' CB STORM MH NOT TO SCALE E RIM=2618.30' RIM=2618.57' Sys IE IN=2614.W M IE OUT=2614.09RIM CB 2619.85' DATE: JULY 1 N IE OUT=2614.98' IE IN=2616.42' PROJECT: 170005 a U EDGE OF WATER=2615.10' IE OUT=2616.42' o O SHEET 2 OF 4 _J W I_- LEGEND O 4�0� ��rl S TfRFO��yc�� 0 ® I 5 � J -- -- SUBDIVISION BOUNDARY P 0 FbW ROAD RIGHT-OF-WAY OFOf F_ -————————- PROPOSED EASEMENT G. CAR? U) EF EP EDGE OF PAVEMENT d_ PROPOSED LOT LINE W m W w w w W Q U p Y Y 0 Z 0 Z Z PROPOSED PHASE LINE w o z z z z Y 0 EX Er W T w Fn � p w U a U w p Y p Y V Q -i Z 1 PROPOSED RESIDENTIAL LOT NUMBER W PROPOSED BLOCK NUMBER O F- 0 25 50 100 150 w LL q O p z 0 SCALE: 1" = 50' (A U) IY W a. z W JASMINE ACRES co z U —Ep _F _ � ... , F�__'_EE. EN cn E�_ —. —___ _---E; —: E _ E. JASMINE LANE > U) S89046'47"E 1299.67' -- -- -- ------- — _ __ _ __ -- -- -------,--------- --- ------------` — 0 0 = 52.00 67.00 60.00' 60.00' 60.00 60.00' 67.00° _I "t cv 1 67.00' 60.09 60.00' 60.00' 60.00, 67.00' 60.00' 37.00' 1 1 F- 2 \ IN NI I 1 I v i 15.00, 15.00' o 0 0 0 0 0 0 o b 38.00' o 0 o 3 2 , i , 9 8 7 6 P 5 4 3 ( I H \\ `�' 2,678 SF `�' 3,450 SF u' `�' 3,090 SF `� 3,090 SF tD "' 3,090 SF u' `� 3,090 SF `n 3,450 SF '�' I I 'n in 2 n I \ 3,451 SF 3,090 SF 3,090 SF 3,090 SF 3,090 SF 3,451 SF 3,090 SF 1 z i I FlA 1,905 SF\ 52.00' 67.00' 60.00' 60.00' 60.00' 60.00' 67.00' 1 w i 67.00' 60.00' 6000' 60.00' 60.00' 67.00' 60.00. 37.00' z Z r r: • ' . ... ---� :'•: ='.' =:�= 169535SF .r v t' - a \ F 4 f P O r a. j. t a _ E I :r U _ - r cn r - 1 7•: a I of 00 d O l:.. W � I v 1 'A N _ a, ! r 1 w o _ F— 2` Q - _ M o44 -d UR � \\ � � o �� � qs / � $ O 1C M I � �C] pwp �° \ c`c� N m / / / 148,246 SF p 1 co _Z r co v w w cs� 1 z o _ O c9 / o I z a :- ! i I W M — +r• 1 -1 `::• Via• i >- z .t •A4\ i•. s i- •r e / I / W d - •v l2- / W / 1 I G 1 � 1 • i \ -- _. L- . . • -•"•' #,,.t - - i ALL e �0��\\\\ A 67.00' 67.00' 60.00' 67.00' 67.00' /� i /!J// 37.00' 45.00' 60.00' 60.00' 67.00' 60.00' 45.00, I 1 i ul w M w � � \\ o 0 o b o 0 0 0 ! a � /, o 0 o a o 0 0 0 0 0 0 = 2 00 9 "' 10 � � 11 � 38.00' � 12 � 13 � j / "' � 11 �' 12 L 13 � 14 u Lq 15 `� 16 "' I i tZ� "' 00 Z \ \ `� 3,450 SF `�' 3,451 SF `o "? 3,090 SF 't' 0 3,450 SF to 3,450 SF 'n ! � � / � ! 1D 10 'n � Ln � to � � n in ,� I W uS d Q U) \\ j 1,905 SF 2,318 SF 3,090 SF 3,090 SF 3,450 SF 3,090 SF 2,318 SF , � O _ 67.00' 67.00' 60.00' 67.00' w it 67.00' i �! 37.00' 45.00' 60.00' 60.00' 67.00' 60.00' 45.00' �) j i ® w � o F- / z o 1 1L� Z d 0 i! /! 0 26.09 o D��# i r w M Q v o z / o q: I .{ I (7 c) z va _O / // t� cn co co o a Q PHASE 4 Q' 1 � z 14 , f / 2 ! 37A0' 67.00' 60.00' 60.00' 60.00' 67.00' 51.50' I i z O LL 0 �'9``♦ �\ p 2 068 SF i l� /! 4'uo / J. I--------------------- 0, n� O II p / r� / o 0 0 0 0 0 0 0 0 O 199 \\\ °` o Z ; 4 w4 �' 24 �' 23 `� 22 21 "' "' 20 Iq 19 ` . o o I 1 � ♦ [ / �' / /� 1,906 SF LO us in LO U) in 17 •� ♦ \� Q N O¢ a.. 'D 3,090 SF tO i 1 3,450 SF 3,090 SF 3,090 SF 3,090 SF 3,451 SF o 0 / / / 37.00' 67.00' 60.09 60.00' 60.00' 67.00' n. �� 15 oa / � � / , i x t 1 51.50, i fA �� O cs ! ; •_ C? 0 3,102 SF / / E•, :,.. •�..�:_ as } +'', j; *'_; ;.r :r_ :': ;? I 1 W / / . .•. Z S7� p6 / • r, PHASE 1 O '� �p ! 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Z `r G_ 67.00' 67.00' 1 67.00' 60.00' ( Q IZ , , 60.00' 67.00' 67.00' 57.00' 51.50' ( 1 O V O ` O O O8 U? , 1 ' O tp to to to 1 c ~ 3 50 SF 17 LO 3 450 SF i j ' ' 40 G 39 F - - 38 - 37 - 36 35 _ 112.77' < in ip I I 3,450 SF to I 7 Oj i e i 3,090 S 3,090 SF 3,451 SF 80 67' 3,450 SF `n 3,451 SF '�' 4 67.50' I —4 67.00` 67.00' I ; , 67 00' 60.00' 60.00' 67.00' 67.00' 67.00' I o i . r .•,•' w N� II o g = 1 ' zn rOR .'.tt 97.92° 557.71' 200.28' CN I 1 F- v j I 1 59.00' 74.00' i i 52.00' 37.00' 41 C z i I 34392 SF PHASE 3 W F 1 0 o i 45 Ico N , 20 19 o 42 43 � n 17 n 25,033 SF � I ; w i 1 to _ o a o 17 44 7 tn i to 3,038 SF `�' 3,811 SF �' i + i "' 2,678 SF "' 1,905 SF "' 7,360 SF I I t I o Z © F i 59.00' 74.00' j j 52.00' 37.00' U)04 Z F 97.92' 267.78' I L--------------------------------------+ - -r--------------------------- ----- -------------------------------- ---- -------------------------------------------------------------------I-- --------------- -------------------- � 671.16' 0 '^ � VJ ..-�89�59�41��.._�GJ.YY A. <H-�_._ � W o ATTENTION: F z_ PRIVATE DRIVE 0 112 1 Q t 1't -- 3 ___d� —.—_— d3_.___. -- - —_ --- —_,,3R.----d}-- d3------�� d3--- ----d}-----d3-- : -s--- - y- d}--- -=3-- -- -d3 - -d3-----d3---d} _ IF THIS BAR DOES NOT MEASURE a w HOBBY LOBBY a3 -d3 1"ON 22x34 SHEET or 1/2" ON �, 11x17 SHEET,THEN DRAWING IS w Q NOT TO SCALE = F- 6 DATE: JULY 13,2017 N PROJECT: 170005 O SHEET 3 OF 4 J W 17— Op�C�'S�p1STfRF•c�'yF 19, 26' 19, TO FACE OF GARAGE BACK TO BACK TO FACE OF ARAGE U 12.5' 12.5' v� Tf 0 \9P �Q- R TRAVEL LANE TRAVEL LANE ARPS 0 DRIVEWAY DRIVEWAY U) 7, w m F w w W a v o Y Y W w W Z ASPHALT PAVEMENT W o Z Z z Z V Q 0 Q U U U W U 0- BASE U z ( LE _� o C9 Z W p Y D Y U q W SUB-BASE O I- 0 25 50 100 150 w z RESIDENTIAL TYPICAL ROAD SECTION p 0 SCALE: NTS 4 SCALE: 1 = 50 w U) W W 1 Z W H \� z � EP �EPEP EP EP EPEP EP EP EP EP EP EP EP EP P E EP EP EP EP EP EP EP EP-J 0 EP U \`2, EP EP EP EP EP EP EP EP EP EP � EP�EP----ti— �_-------�' 1! 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