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Brickyard Preliminary Plat0 w F— a J F- U F- U) U) U) w w w z z w O FL u- 0 z O U) w d z w _U LL U w d U) F - Z) O F- F - z w F - z 0 1) O 1-- z w z U) I- LL z O U LL O U) w O F- 0 ❑ w a_ w z Q cc w w z_ C) z w O LL }O crw 0 - CL w 2 F- _) I -- z w rY F- 0 z U) F— fY w w z ('J z w O ti f O 04 LEGEND - - - - SUBDIVISION BOUNDARY Piw ROAD RIGHT-OF-WAY — — — — — — — — — — PROPOSED EASEMENT Q jr PROPOSED EDGE OF PAVEMENT EG PROPOSED EDGE OF GRAVEL SS(8")> PROPOSED SEWER LINE W(8") PROPOSED WATER LINE SD(12")> PROPOSED STORM DRAIN LINE PI(4") PROPOSED PRESSURE IRRIGATION LINE — — — — — --r— ------ PROPOSED FENCE • • . • • • PROPOSED DRAINAGE FLOW PATH Q PROPOSED SEWER MANHOLE C.O. 100% I PROPOSED CLEANOUT Q PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET W-01 PROPOSED SAND AND GREASE TRAP Om 00 PROPOSED FIRE HYDRANT ® PROPOSED WATER METER ® PROPOSED WATER VALVE ® PROPOSED GRAVITY IRRIGATION BOX is O- PROPOSED PRESSURE IRRIGATION SERVICE ID PROPOSED PRESSURE IRRIGATION DRAIN CD PROPOSED STREET LIGHT -aD- PROPOSED STREET SIGN o Q PROPOSED TYPE II BARRICADE PROPOSED TYPE III BARRICADE zD_ PROPOSED PEDESTRIAN RAMP W/DOME PANEL PROPOSED TRASH ENCLOSURE 2sgo PROPOSED MAJOR CONTOUR 25�g PROPOSED MINOR CONTOUR NOTES 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. 2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE. 3. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 4. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE, SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. 5. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBLIC. 6. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. 7. DIRECT LOT ACCESS TO N. CENTREPOINT WAY AND E. JASMINE LANE IS PROHIBITED FOR RESIDENTIAL LOTS. A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 32 TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 50 100 200 300 SCALE: 1"=100' CITY OF BOISE EDDIE L BOLLINGER 2800 E JASMINE LN S0532427810 WALLACE E. HEDRICK 13984 W JASMINE LN R4582530202 ROBERTAJ.COOK 14120 W JASMINE LN R4582530300 \ I \ JASMINE ACRES --�'-- EP EP EP EP - EP EP EP ET' EP EP EP — EP P- EP EP EP EP EP Ep E. JASMINE LANE TYLER MUZZANA 2654 E. MAHONEY ST - - - - R136250810 - - - - - - - - - - - - - - - - - - - RANDAL P RUARO \ 2672 E. MAHONEY ST \ "f, I I R136260820 \ c• t 341 '" ; `i , • ,.- ; . - ;� j If MARK S WILLIAMS 2680 E. MAHONEY ST R1362650830 ❑ ❑ 41 ❑c _ ,� ,� e e ❑ e� �s E❑ as ❑ eo �a e� os �° / e / a OR e❑ no ❑ on ❑a o / fir' // �4r erg DOG PARK PLAYGROUND 2706 E. MAHONEY ST \ � 3 l p�; � � �,,, / .., / ; , ! �S❑ ❑a ec ❑a 80 ❑8 8❑ ❑a ®❑ ❑a Ou oa ❑ ao ❑a ❑ R1362650850 CHAMPION PARK SHRIER ROBERT & IRNSE \ SPLASH PAD t ' LIVING REVOCABLE TRUST 2718 E. MAHONEY ST \ / V i - - - PHASE 1 R1362650860 PHASE 4 r Z ,x x JASON K CICERO \ 3738 N LESLIE WAY R1362650870 GARY R MARTIN 3716 N LESLIE WAYS R1362650880 KARA SUE LILYA I I 2754 E NAKANO DR 81362670250 >n I MICHAEL J HOUSLEY 2736 E NAKANO DR CORNWELL FAMILY R1362670240 TRUST 3123/15 i j 3652 N JUSTIN AVE _ VANXAY KITNIKONE R1362670260 2718 E NAKANODR 81362670230230 1 I ROGER G RICHARDS 3640 N JUSTIN AVE I I I 81362670270 I I I I KELLE ANN LANGHAM -------------- 3626 N JUSTIN AVE R1362670280 ASSON ENTERPRISES LLC 3602 N JUSTIN AVE CENTRE POINTE R1362670290 PROPERTY LLC �--7 3423 N CENTREPOINT WAY I I 81343770080 I AREA AND LOT SUMMARY LOT TYPE NUMBER OF LOTS DWELLING UNITS AREA (AC) % OF TOTAL RESIDENTIAL 59 215 4.11 28.80 VERTICALLY INTEGRATED 2 32 0.75 5.26 COMMON 4 N/A 9.41 65.94 TOTAL II 247 14.27 100% I LL V x I x ' PROPOSED DENSITY AlIVINNINININ 17.31 DU/AC Ir Om 00 . � 1 I x CITY OF BOISE PROVIDED DRIVEWAY PARKING 246 255 COVERED PARKING 246 260 PARKING STALLS - GUEST ST INVESTMENTS INC 118 TOTAL PARKING t 13881 W JASMINE LN i — BICYCLE STALL j R4582530280 II x 1 ►)I SEE NOTE 5 II II ❑s e❑ ❑a ❑s ®n ❑a 03' 1 I LL V x I x ' O I I X -x_ —X- ---- i 1 �1 CENTREPOINT MARKETPLACE LLC 3547 N EAGLE RD R1343770232 PARKING AND BICYCLE COUNT 2 -STORY SQUARE FOOTAGE (SF) REQUIRED PROVIDED DRIVEWAY PARKING 246 255 COVERED PARKING 246 260 PARKING STALLS - GUEST 15 118 TOTAL PARKING 507 633 BICYCLE STALL 26 48 BUILDING AND LOT SIZE 2 -STORY SQUARE FOOTAGE (SF) 1374.00 3 -STORY SQUARE FOOTAGE (SF) 1688.00 MINIMUM BUILDABLE LOT (SF) 1545.00 MAXIMUM BUILABLE LOT (SF) 3450.50 AVERAGE BUILDABLE LOT (SF) 3035.00 ST INVESTMENTS INC 3673 N EAGLE RD R1343850060 VICINITY MAP SCALE. 1"=1500' SHEET INDEX 1 - TITLE SHEET 2 - NATURUAL FEATURES 3 - LOT DIMENSIONS 4 - SITE PLAN SITE DATA DEVELOPER LAND DEVELOPMENT PARTNERS, LLC JAMES DOOLIN 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UT 84117 (801)649-3519 OWNER BLUE MARLIN INVESTMENTS LLC P.O BOX 8204 BOISE, ID 83707 PLANNER SHON PARKS, LA 2471 S. TITANIUM PLACE MERIDIAN, ID 83642 (208)323-2288 JOHN CARPENTER, PE 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 KEVIN SORENSEN, PLS 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 ACREAGE SUMMARY TOTAL = 15.00AC OPEN SPACE REQUIRED = 2.48 AC OPEN SPACE PROVIDED =X.XX AC ZONING GENERAL RETAIL AND SERVICE COMMERCIAL DISTRICT (CG) SETBACKS CG FRONT/REAR/INTERIOR = 0' LANDSCAPE BUFFER LOCAL STREET = 10' COLLECTOR STREET= 20' TO RESIDENTIAL= 25' ROADWAY JURISDICTION ADA COUNTY HIGHWAY DISTRICT SEWER AND WATER PROVIDER CITY OF MERIDIAN SEWER AND WATER FIRE DISTRICT MERIDIAN FIRE DISTRICT IRRIGATION DISTRICT SETTLERS IRRIGATION ,SS�pWAL fiy� Q��� Q�c'G4T ER �FO ya W m H h w w W O Z Z z Z Y 0 v0—i U) U) w v a v W r- w Y Y V Q U) z 0 w cr w h a o "'-00a W "t 2 S rn 'S 0 z Q 6 -z W a � 00z<0 W - �N a �Qaa- U? -i loom r w 1- LL V � O Ir Om 00 W m � pQ W CD z o Q CD zD_ M z NM z (D M z w US J N Q w z o Liv � LL o o > u- 0 Q m w CL � w D -i ~ w � � Y a U m ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: JULY 13, 2017 PROJECT: 170005 SHEET 1 OF 4 r X D 6 W E- w CL J F- C) C) U) U) U) w W LLI z z Ill O FL LL O z O_ U) U) 2 cif LLI 0- z LLI F- F -- CC U LL LLI CL U) i - D O H I - z w H z 0 U) H a F - z LLI 0 U) z E- LL z 0 0 LL 0 O LLI U) D W z O C) 0 0 Q_ CL L�yLI LL z Q W LLI z_ (D z LIJ 0 FL LL O CL' LLI CL L1J U) I• - z LLI D LL' f - U) z U) F- ui w LLI z z LU 0 FLP - O N O LEGEND c -OL) POWER POLE Q MONITORING WELL TOB TOP OF BANK NATURAL GAS MARKER W TELEPHONE RISER TOE OF BANK TOE ® METAL "T" POST oW°0° TELECOMMUNICATION RISER t EDGE OF CONCRETE v, -I-a Q EE cn m B.O. 0 �( C w WATER BLOW OFF - - PROPERTY BOUNDARY ------------- EXISTING EASEMENT 0®Q WATER HYDRANT W U) C)° -X -X -X -x- EXISTING FENCE LINE • MAJOR FIVE FOOT CONTOURS wv HiQ WATER VALVE We m TELECOMMUNICATION LINE MINOR ONE FOOT CONTOURS N ® STORM CATCH BASIN z OVERHEAD POWERLINE 3168 CONTOUR ELEVATION ow so STORM DRAIN MANHOLE UP UNDERGROUND POWERLINE PVC PIPE INVERT Qs SANITARY SEWER MANHOLE w WATER LINE CI SIGN O ILL a o ® SANITARY SEWER STUB c NATURAL GAS LINE E -I-- GUY WIRE ® IRRIGATION MANHOLE STORM DRAIN PIPE L'. CONTROL POINT/BENCHMARK SI) ® IRRIGATION CONTROL VALVE sew SANITARY SEWER PIPE FLOW ARROW IV IRRIGATION VALVE F4 PRESSURE IRRIGATION Tx POWER TRANSFORMER IR GRAVITY IRRIGATION LIGHT POLE EDGE OF PAVEMENT EP 0 25 50 100 150 SCALE: 1 " = 50' \� J EP --� EP EP EP EP EP EP---+�--- EP EP EP FP EP EP EP ---T- EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP ---EP EP EP EP j \ 1 � 1 E. JASMINE LANE rem EP Ep EP EP Ep EP EP EP EP Ep Ep Ep EP Ep EP ` \ N N ~ 7v N N N N N N N +� N N i \ OHP OHP diP OHP OHP OHP OHP OHP 'e--^ OHP WIP OHP OHP -�-- OHP tkm twP 7�5OHP 46w `� ' OHP N ow- OHP N OHP N ONP 011 ! �=:n -1-1 HP N _` �(HP -FF N -- --\ +\ _ _ _ \ \ S89°46'47"E 1299.67' - - _ - - - - - - - - _ C \\ �`Q -'�• ` "} - _ -� \ --- ,.... r --._ - - - - • - - `I _ ( _ st---+� -- ----------------------------� --- a-------- --------------------- 1---------------------------------------------------------------\--------------- RIM - _ ----- .�o"�v�1,IRR. MH \ �. --- ------------------------------------------ ` RIM = 2617.32' I j 2678 - I PROJECT BENCHMARK #1 \ \ IE IN = 2612.53' I / \ ' MAG, NAIL \ ' IE OUT = 2612.29' - - - N M \ i 8.0 N = 7 565.08' \ \ E = 246`\044.23' \ \ \ x - _ _ - - EL = 2620.08' - I `-- EXISTING 70.00' \ �a c'') 1 ' ROADWAY EASEMENT \ \ 62� I4 � x N N N I G t ! 2627 \\ p I \'0 SSMH ; X I I SSMH I \ \ cl) RIM = 2619.35' Oj �\ ABANDONI \ \ I IE (E) = 2611.25' ' IRRIGATION PIPE ' I CEN PIPE = 2611.24' ' EASEMENT TO BE VACATED 1 l ------------- \ I /` M - \ 1 III � IRR. MH � � � ' RIM = 2617.64' IE IN = 2612.82' � \ \ � %i 4 � � ✓ // ,\ IE OUT = 2612.72' \ , SSJ;LEAN OUT RIM=261.9.5V------------------------------------------------ ! / I IE=2611.51' / - __' 1 Qd� / lrsro C3 EXISTING 27' J + + {I I�MH \ \ �� /tI STORM DRAINAGE T �--------------------- "b 111 RIM = 2617.94' \ \ \` / _ ,% EASEMENT IE IN = 2613.02' \ \ STORM MH �✓ t �i IE OUT = 2612.91' kIM = 2618.27' \ IE Mt=26-3.81' / IE OUT = 2614.1' 16" PVC PIPE / \ \ t t STORM MH / IE = 2615.44' RIM = 2619.74' T08, / / "TOP VAULT = 2615.97' \ TOE 3 / BOOP. VAULT = 2R1.06' j PVC � TroEoe � � /� _ IRR `� O1eA ABANDON DITCH , (/ \ Y % , `�/ STORM MH t , \ 41)1 R!M = 2619.56 \ / / - _. - M \ TOP VAULT= 2615.93' CB \ / BOT. VAULT = 2611.03' RIM = 2617.09' �/ / EDGE OF WATER = 26130 IE OUT = 2614.46' / B. M N STORM MH !t l \ \ ! N RIM = 2617.46'\\ �` / / p IE IN (E) = 2614.49' % ! = 2617.06' \ \ / p RIM IE IN (W) = 2614.39' 1 I I \ ` // U) IE OUT = 2614.29' I / tt IE OUT = 2613.40' \ \ \ -- ABANDON DITCH I, SSMH RIM = 2617.32' 1 i / / ✓� IE (S) = 2609.84' CEN PIPE = 2609.89' PROJECT BENCH ARK #2 / \ MAG. NAIL y I / CO N = 719084.74' I " 2622 - - - - - Iu E = 2463935.29' B.0 EL = 2617.94' I MISC. PVC PIPES / SSMH- / RIM = 2618.06' 1 1 SS CLEAN OUT a \ 1 IE (N) = 2609.35' i dl RIM = 2618.20' \ \ j IE (E) = 2609.40'i I 1 IE = -/-2610.09' CEN PIPE = 2609.31' CB- ICB" - / _ _ - RIM = 2619.98' -7/ -'2618.41' .� - _ _ _ �I IE OUT = 2616.99' ----- _ ------i ----� 1 1 / ----�-------------------- - _- - - - --- ------------------f-------- - _ f --- � _ � ---- 1-- }J -1 ------- ------- -- ---- --_ --- --- - - - --- `ti ------ ---------------------- \ L OUT- _ ®------- --- J y -- -- - -- =_ -- -- -- -- -- -- -- - -- --C --- -- -- -- -- -----+---- X-X-X-� ` J 1 S89059'41 "W 92144' M --- - _ _ - o 00 M M w \ w w -w- 2679 _ 2620 -` 2('1g \ 2619. -d2---d3 aT n - o� 2620 Y p 11� CB 1� STORM MH 'I g RIM = 2618.30' ` RIM = 2618.57' yY0 IE IN = 2614.98' M IE OUT = 2614.09 CB RIM = 2619.85' IE OUT = 2614.98' IE IN = 2616.42' EDGE OF WATER = 2615.10' IE OUT = 2616.42' >e Lq/�a �\,GEEN sG� o�'` " /r a 11120 OF GAN N. S OR�� w m x a: w w m w Ill � � z M w < Y m W w W w e z z Z Y a> a U) 2 U a U W Y Y U Q z O Lu Cr w Q 0 0 z IA Y� �OOQO 0 Z '00wo W • 7wZ�w W a 05 oW°0° 100 t co ? N v, -I-a Q EE cn m w 0 �( C w IllO y O M W U) C)° • p W We m Z 0 z a c E' z Ng N 0 M Z En . N Q J z w Z O O ILL a o 0 ATTENTION: 0 1/2 1 1 T!�IIIIIIII IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: JULY 13, 2017 PROJECT: 170005 SHEET 2 OF 4 0 U) u) • i 100 t CL w • r 00 ATTENTION: 0 1/2 1 1 T!�IIIIIIII IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: JULY 13, 2017 PROJECT: 170005 SHEET 2 OF 4 r) w F_- 00 O a r J F- U F- U) U) d_ w w Z z w 0 F- LL O z O U) IY w a. z w LLU U w CL U) I'_ Z) O F_ - U) F - z w I -- z 0 U) F - w O z w D F- z U) 2 F_ LL O z O Q U LL 0 2 (I' O U) Z) w Z O U 0 ct CL w a' z Q G7 w w z_ CD z w O LL O �vv IL w CIL of a. w F- U) F - z w [i F- z U) _ F- w w z z w O FL t�- O C11 N I cn_Cn1n SUBDIVISION BOUNDARY ROAD RIGHT-OF-WAY PROPOSED EASEMENT EDGE OF PAVEMENT PROPOSED LOT LINE PROPOSED PHASE LINE PROPOSED RESIDENTIAL LOT NUMBER PROPOSED BLOCK NUMBER - EP _ F ------- «-- --. - -- _ EF,Ep E{a —.____ Ep _.�-....__..-- tp ._..___..___— c.r .—..__ _.__._ r,...._....__ _....__._ Ey __—. _ _ E, EH _______ ,. -- --------- ----- -- -- -- -- -- -- -- -- -- -- -- -- _ _ _ _ _ _ _ 89046'47"E 1299 67' -- srQ ------------- ---- ---------------- ----------------- I cis`"'�� 52.00' 67.00' X000 60.00' 60.00' Io s D a. 1 1 t!) 37.00' { co / �`\ � 8 � 7 �' c/)i-N 6 � 5 O ` `�' 2,678 SF 3,450 SF LO 1 0 i C) 'n 3,090 SF Lr) 3,090 SF tD i y 45.00' 0 O Z00 c r 16 52.00' 67.00' >,318 SF `O 60.00' 60.00' 1 C � 1 45.00' ! ♦`` rd ♦ �� a o� r - I^ � 60.00' 67.00' J v I 3 2 `O 3,090 SF iO 3,450 SF 60.00' 67.00' i w I 169,535 SF I (p \ \ ;9N m 67.00' ' 67.00' 60.00' 67.00' 67.00' _u� 9 _u� 10 U� U? 11 u� 38.00' U? 12 U? 13 \ `O 3,450 SF `O 3,451 SF `O `O 3,090 SF `O o 3,450 SF 'O 3,450 SF � 67.00' 67.00' 60.00' 67.00' 67.00' PHASE 4 �'� j ♦ \�� p 2,068 SF / // �� i i 15 SCP. �0 3,102 SF Va. � / s / 00, JASMINE ACRES _ E. JASMINE LANE _..__ta._ ---- ........_...__cry ..,.._...... 0 25 50 100 150 SCALE: 1" = 50' E, - - --- --- - _ tY .,- ------ �- -- -- -- -- -- -- J- 590.2- - -- --- 4 --------------------------------------------------------------------------------------- 34,392 SF I 17 44 e rn S 1 'O 2,67 F `O 1,905 r' F `o 7,360 SF e I 1 52.00' 37.00' I 97.92' ---------------------------- ----- -- — -- PRIVATE DRIVE ..__-.-___._ 6.� -- d3 R._---- c3 HOBBY LOBBY ---------- ------ cp X000 2 `� I Io 1,905 SFS D a. 1 1 t!) 37.00' { co / ti w 16 M c/)i-N N¢Rc1Jm O SF 1 0 i C) >_ W r'„ i y 45.00' 0 O Z00 c r 16 W 1 >,318 SF `O r � 1 45.00' ! ♦`` rd ♦ �� co o� r - \6,4,136 p0 � 1 L i' (j Z � 1 co N Z i c1 4 "z v 0 � 1 Z H 11 II J a fl w z z O LL 0 nom. O U I I 67.00' 67.00' 17 u� 18 I `O 3,450 SF 'h 3,450 SF tO I I I 67.00' 67.00' CN vj I ! I I 59.00' 74.00' I to 20 19 "' i I t1 10 3,038 SF `O 3,811 SF 'O I ©� i 59.00' 74.00' j O 1 I I zI I I --------------------------------------i — i / s / 00, JASMINE ACRES _ E. JASMINE LANE _..__ta._ ---- ........_...__cry ..,.._...... 0 25 50 100 150 SCALE: 1" = 50' E, - - --- --- - _ tY .,- ------ �- -- -- -- -- -- -- J- 590.2- - -- --- 4 --------------------------------------------------------------------------------------- 34,392 SF I 17 44 e rn S 1 'O 2,67 F `O 1,905 r' F `o 7,360 SF e I 1 52.00' 37.00' I 97.92' ---------------------------- ----- -- — -- PRIVATE DRIVE ..__-.-___._ 6.� -- d3 R._---- c3 HOBBY LOBBY ---------- ------ 37.00' X000 2 `� I Io 1,905 SFS ( 1 1 t!) 37.00' { co CL ti w � M c/)i-N N¢Rc1Jm O .-uj 1 0 i C) >_ W r'„ i y 45.00' 0 O Z00 c 1 16 W 1 >,318 SF `O cf) cr � 1 45.00' ! ♦`` rd ♦ �� co o� Z d � 1 L i' (j Z � 1 co N Z i c1 4 "z v 0 � 1 Z H 11 II J a fl w z z O LL 0 nom. O 67.00' 67.00' i j Y I .r" N� f I 557.71' OR i 200.28' � 1 PHASE 3 I 25,035 SF I 1 to � I I 267.78' 1 1 ---- ---------------------------------- ---------------------------------------- ---- 671.16 -r- - 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 1 I I I I I L_. �yS&AAL fiy� V'I;IST fRE,o�ti 19858 F OF ' \�` �Q �• CARPtij w m W W w w w o z Z z Z Y O to w U d U w r w Y V Q z _0'^ U) w w Ul 0 O z 1A W X000 (c W Z_ uj W CL az¢0Sn c/)i-N N¢Rc1Jm Zctd .-uj >_ W r'„ D LLJ y � O M O Z00 � 00 W cf) cr da io ® w Lu co 0 Z d o L i' (j Z Z Nom+ co N Z Lu c1 4 "z v 0 Z H o ¢ 04 J a w z z O LL 0 nom. O U ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 x1 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: JULY 13, 2017 PROJECT: 170005 SHEET 3 OF 4 • • ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 x1 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: JULY 13, 2017 PROJECT: 170005 SHEET 3 OF 4 w H DO _ O 0_ 0- F_ 0 _1— U ry I— Cn 0_ w w z 0 z w O . 1-- LL z O C/) w 0- z w H F_ U LL U w 0_ W F_ Z) O I'- CCA 1— z w F_ z 0 1r O z w F_ z cn F - LL z O Q U LI.. 2 o' O w z 0 U ❑ w 0_ w z 4 cjj w w z z w 0 FL LL O cifIII 0_ 0- w U) I_ z w D w z _ C/5 w w z 0 z w O O N 19' 26' 19' 'ACE OF GARAGE BACK TO BACK TO FACE OF GA 12.5' 12.5' TRAVEL LANE TRAVEL LANE DRIVEWAY DRIVEWAY ..... ... 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