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CC - REVISED Plans - 6.19 c, dot AL FNG m 0 PRELIMINARY PLAT FOR ry GODDARD CREED SUBDIVISION -- --U.S.HWY 26(W.CEIINLIEN ROAD) TF 4 0 F U A PORTION OF THE SE U4 OF THE SW U4 OF SECTION 26 ry ��-l-rr • CAR? TOWNSHIP 4 NOTH, RANGE t WEST, BOISE MERIDIAN ADA COUNTY, IDAHO zoo oz W _\ � N w 2017 w cn H w �pl L�1t© o ? z z U < 0 w Ca ca \CE Fd 'pG w Q -� ® LEGEND a 11 1 2 (� +-- 0 300 s �o 0 w o�_- -_�.� SUBDIVISION BOUNDARY 0 50 100 p( ® ROAD RIGHT-OF-WAY �� qTF OF ��P c7�� G (��� �I LLIIIITT� w � -- ��N N. S 0��� ® A A z SCALE: 1" = 100' - - �Z M p - -- -- -- -- - PROPOSED EASEMENT H LT�T1 Z. c� PROPOSED EDGE OF PAVEMENT Z fJ11111O Z 2 w FOUND 5/8- IRON ROD I�LLTILII C�I� z • FOUND 1/2" IRON ROD Z SELWAY APARTMENTS ` xo R PROJECT SITE I PROPOSED RESIDENTIAL LOT NUMBER „d7 1 SS(4-)> PROPOSED SEWER LINE F,, Z ' p U W(4") PROPOSED WATER LINE Z a y= --- \ W.MCMIL.LAN —W. APGAR CREEK LANE U SD(12")> PROPOSED STORM DRAIN LINE _-_----------.....---- -------------_-------_----_.-.____._.--_-,--- SEE NOTE 6 S88'58,36"E 1157.50. _� ® PROPOSED SEWER MANHOLE ��'T T111 I�LLII - -- - - - - -- -- - - - - - - -- - - - - Lli - - -------------------------------4-- - - � Q PROPOSED STORM DRAIN MANHOLE O ® PROPOSED CATCH BASIN/AREA INLET y ® PROPOSED SAND AND GREASE TRAP i i to MAP PROPOSED ASPHALT VICINITY s PROPOSED CONCRETE , - - - - SCALE: NTS U-ia i // z �-'�.�:-�" PROPOSED SEEPAGE BED ; � 1 � � :. .STORAGE UNITS: PHASE 2 !� r O L= "L = .: c� P - - - (' RESIDENTIAL: PHASE 3 r U 00a 2Sg� EXISTING MAJOR CONTOUR i z = _-- C7 i ri- - - - - - O z o Q Q / Qry oaw EXISTING MINOR CONTOUR % w ; STORAGE UNITS: PHASE 1 "~ ¢ w z z -------- �-- i "QN CO j ; � ; A Q Q N a � ran �,w Lw N ` - - - --- - _ - - - -�J 1 p ®, w s i ® 1 Ow 7 � w00 w ''nn Q_ (.0 0 Q Z I !! i C� W Y w p cc t� - i O ' w __.. __-._- ___��.. _ __ r _- - __ _� _e ___�_ - i ` w o 4 cn I ' r - ! w o W W t �- � ° _ _ _ _- _ _. ` r SHEET INDEX �- � Q 0 _ -- - - a• _ — — — N88'58'28"W 220.22' J z co Z o p — -- p ,p '�'► �• � �►-- � �._ � 1. TITLE SI-# � co EP EP' EP --� EIS'--� '----E�----�' -� . , " 2. NATURAL FEATURES z S88 58 28 E 22( . -� 3. LOT DIMENSIONS z 0 U- c� _ _ L EP �� EP EP EP /—EP EP S88�58'2 6"E 1 1 45.6 6' EP EP EP EP Ef'- EP EP EP- •j 4. PRELIMINARY UTILITY/SITE PLAN o 0 ® W. MCMILLAN ROAD m NOTES: 566.39 BRIDGETOWER CROSSING ® 1. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD w ZONE � EASEMENT LINE TABLE CURVE TABLE 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT LINE BEARING DISTANCE CURVE LENGTH RADIUS DELTA BEARING CHORD z TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN L1 SO'31'17"W 107.36' Cl 7.85' 30.00' 15'00'00" NB'06'33"E 7.83' p APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR 1= PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING L2 S1536'33"W 96.54' C2 131.95' 252.01' 30'00'00" SO'36'33"W 130.45' NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION 0 L3 S14'23'27"E 58.02' _ ® FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A ry NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE L4 NO'37'26"E 48.36' w PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY L5 SO'37'26"W 5.00' AGRICULTURAL OPERATION OR APPURTENANCE TO IT." L6 NO'37'26"E 25.00° � � Q 3. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION SITE DATA DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE, SECTION ui 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. 0 no zTHREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO DEVELOPER ACREAGE SUMMARY u- THIS PROPERTY. BPX COMMERCIAL CONSTRUCTION INC. TOTAL = 12.38 AC �-- z BRIAN PORTER PROPOSED STORAGE UNITS = 7.38 AC W w STORAGE (CC): AREA AND LOT SUMMARY BRIA E. RED TAIL DRIVE PROPOSED RESIDENTIAL = 5.00 AC 4. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN RESIDENTIAL (R-4)' AREA AND LOT SUMMARY I TO THE PUBLIC. EAGLE, ID 83616 R/W DEDICATED = 0.97 AC LOT TYPE NUMBER OF AREA (AC) %r OF (916)955-6999 OPEN SPACE REQUIRED = 1.26 AC a" w NUMBER OF ° LOTS TOTAL OPEN SPACE PROVIDED =1.57 AC UJ O 5. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM LOT TYPE AREA (AC) /° OF TOTAL SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE LOTS CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO COMMERCIAL 1 s.7s 92.01% OWNER ZONING w CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. RESIDENTIAL 1 4.s2 s2.4o% RIGHT of WAY DEDICATED NIA 0.5s 7.ss% TRUSTEES OF THE GIBBON FAMILY REVOCABLE LIVING TRUST 0- RIGHT OF WAY DEDICATED N/A 0.38 7.60% DANIEL AND CAROLYN GIBBON PROPOSED STORAGE UNITS = CC OCR TOTAL 1 7.38 100% 2278R®IW. MCDMIBL N6 ROAD PROPOSED RESIDENTIAL = R-4 ...- C TOTAL 1 5.00 100% 6. PROJECT IS PROPOSED IN THREE PHASES. PLANNER ROADWAY JURISDICTION � T-0 ENGINEERS ADA COUNTY HIGHWAY DISTRICT SHON PARKS, LA 1- 2471 S. TITANIUM PLACE w STORAGE (CC): PARKING COUNT MERIDIAN, ID 83642 SEWER AND WATER PROVIDER (208)323-2288 CITY OF MERIDIAN SEWER AND WATER ry REQUIRED PROVIDED ENGINEER FIRE DISTRICT_ :z_ PARKING STALL/GARAGE 3 6* T-0 ENGINEERS MERIDIAN FIRE DISTRICT = ADA PARKING STAB.. 1 1 JOHN CARPENTER, PE I- NAM N.PA, M8RE WAY SUITE 101 D 83 IRRIGATION DISTRICT _ v *NOTE: TWO COVERED GARAGE SPACES PROVIDED ADJACENT TO OFFICE (208) 442-6300 SETTLERS IRRIGATION w SURVEYOR z z KEVINENGINEERS SORENSEN, PLS w 332 N. BROADMORE WAY SUITE O NAMPA, ID 83687 (208) 442-6300 t-- DATE: JUKE 12,201'7 t� PROJECT: 160210 r CD N SHEET 1 OF 4 f� Ld II- �\CEN SG'A PRELIMINARY PLAT FOR LEG o END 112Q GODDARD CREEK SUBDIVISION p FOUND 5/8" IRON ROD sgoF OF 5 ����N. S N A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 • FOUND 1/2" IRON ROD N TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN .- 25g0 EXISTING MAJOR CONTOUR cn ADA COUNTY, IDAHO m � z z W w 2017 EXISTING MINOR CONTOUR o Lv ¢ o Y Y o z W z Z p EXISTING BOUNDARY w N z z z z Y o p C� 71, EXISTING EDGE OF PAVEMENT w cn co = Y a Y O W p Y p Y U Q EXISTING EDGE OF GRAVEL I EXISTING PRESSURE IRRIGATION w L� w EXISTING WATER MAIN O 0 25 50 100 150 p Z S EXISTING SEWER MAIN O ,. ® EXISTING SEWER MANHOLE SCALE: 1 = 50 QM EXISTING MONITOR WELL Ld "" EXISTING WATER VALVE 'Z EXISTING DECIDUOUS TREE EXISTING BLUE SPRUCE TREE O U LL- w EXISTING PINE TREE w CL Cn EXISTING DECIDUOUS SHRUB O t— : u Z —J LLJ O ,�1 ; Z C� SSWR MH: ,M".a N Z o o o u i O 6" PVC PIPE 7 W 3 W z Q� IE OUT = 2552.72' a m Z IN CENTER = 2552.81 9" Po ° p W . } N N aCL SUMP = 2553.57LLJ '. ('; Ex-1 P1 °1 " Z Q a W. APGAR CREEK LANE �, w p � LL — — — / Y W> ado w ° � °� p p EXISTING FENCE f s ® w w O M O R Po " C 00 Z i J op " °' ....Yr ..1i P1 °1 saTiYsi7� /ng6J^ Q N O 1i r = _ - _ / _ ! 2561 -- - `�\\ STORM DRAINAGE r'i `/ -`� 0 W m SSWR MH: - �` �\ MANHOLE Z Q S O i 1 I 6" PVC PIPE 1 1 -- 2562 Z IE IN = 2552.21' / ,. ```� i �' � z N 2 N z �' w MQ 4 o O I I IN CENTER = 2552.26' ; ?S6 Z o f SUMP = 2552.89 ,' I , < jlj r w O ti O a 0 I ' p 1 I 30' MCMILLAN 20' SEWER EASEMENT 1 I w LATERAL EASEMENT 1 II - ``Jw\ /.' EXISTING FENCE I N , O f� I I . _ I 1 Ld [1` IRRIGATION MH: } 3.00' REINFORCED CONC. PIPE ZQ IE NORTH = 2556.44 IE SOUTH = 2556.52' SUMP = 2556.59' i 1 I BLDG POWER POLE / /� Ln LLJ \ / W Ld LL vi W i =_ 1 I BARN i W ■ /� i 1 I BLDG W O I i ; POWER LL POLE POWER BLDG i� , A W Q w SSWR MH: I 1 I i r L� POLE [� / ( O Z 6" PVC PIPE I ' r 6" O IE IN = 2550.70 I 25 C Y� CL IE OUT = 2550.64' i I i �� HOUSELLJ IN CENTER = 2550.76' = SUMP = 2551.37' ' Lu Q � POWER POLE I i � \` `i w � POWER POLE Li Ny \ ---.— POWER POLE + 1 \\\\ -' ` - �- I m �` ____ -"---\�\�\11 r('///,/ ------------- PUMP STATION Z (SETTLERS IRRIGATION) I / ��� � ABANDONED DITCH --- -- — - ( _x--x—x— /( --- _._-____.___ .. ,--- -- _\ \ �_= _ix—x--._x—x—x—x—x—x Cs7 r � x.__x>—xr�. �_..___- Y�x—x—x—x—x—x«x—x (n -- jimz7 -- - I w w w w w w w w \ w w " w -mw_ w w POWER POLE_-- - --- - f�' w w w 6 w w w w w w w'" ter— _- � . +.®ssi.... r. . — �_ N w - SSWR MH: - F Z as 6" PVC PIPE SSWR MH: W. MCMILLAN ROAD W w IE IN = 2550.43' a O IE = 2550.52' SSWR MH: IE OUT = 2550.30 IE = 2551.45' W FI SUMP = 2550.99' c0 DATE: JANUARY 16,2017 o O PROJECT: 160210 a CV N' O SHEET 2 OF 4 �I 0 m ��S�pNAL C/ N LEGEND 4 ��6,� �� �� PRELIMINARY PLAT FOR 8 GODDARD CREED SUBDIVISION ---'-'�-�� ROADIViS10N BOUNDARY N T X'o yt -- ROAD RIGHT-OF-WAY F OF N A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 ---- --- -- - PROPOSED EASEMENT TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN PROPOSED EDGE OF PAVEMENT cn ADA COUNTY, IDAHO W 201,1 OO FOUND 5/8" IRON ROD ww m w w LLJU z C9 w.� 04 Cz-� z z z Y O a z • FOUND 1/2" IRON ROD z o w o w w w Y Y 1 PROPOSED RESIDENTIAL LOT NUMBER LLj w `� w � _ a v p SS(4")>--- PROPOSED SEWER LINE Q x W(4"} PROPOSED WATER LINE w H- O 0 25 50 100 150 SD(12')>- PROPOSED STORM DRAIN LINE o O PROPOSED SEWER MANHOLE V) SCALE. 1" = 50' ® PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET w PROPOSED SAND AND GREASE TRAP :z EASEMENT LINE TABLE CURVE TABLELLJ PROPOSED ASPHALT LINE BEARING DISTANCE CURVE LENGTH RADIUS DELTA BEARING CHORD PROPOSED CONCRETE _ cl) L7 SO'31'17"W 107.36' C1 7.85' 30.00' 15 00'00" N8'06'33"E 7.83' `-`= = PROPOSED SEEPAGE BED z l-�i.`_ ":l 0 V L2 S15'36'33"W 96.54 C2 131.95' 252.01' 30'00'00" SO'36'33"W 130.45' w L3 S14'23'27"E 58.02' w m U) L4 NO'37'26"E 48.36' L5 SO'37'26"W 5.00' _= L6 NO'3T26"E 25.00' r to r z w r U U z 0 LL W 00 aC a un � o x m zZ cb o oow W d z Q Y O woo _ Z a ZONE: R-4 ` Z o N g Q .- oa IL SELWAY APARTMENTS —W. 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MCMILLAN ROAD c� w BRIDGETOWER CROSSING 0 co I r DATE: JUNE 12,2017 O PROJECT: 160210 04 O SHEET 3 OF 4 LrJ m �oNAL FNG fl44° �G\STE,4 r'1� ry PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION LEGEND co Nr � P \� Iz- 0 F � J i---o---- SUBDIVISION BOUNDARY A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 c CAR? �' Q Q J TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN --�n• -- ROAD RIGHT-OF-WAY V) �0 ADA COUNTY IDAHO --- - - - - - -_ PROPOSED EASEMENT Ill Z O m w 2017 �n m PROPOSED EDGE OF PAVEMENT a a Y Y z '� z 38' DEDICATED ACHD R W w m ~ r� w w w o / a z o W a a w aw. > a w tom. °' 25' LL w cn ae� cn z O a c� O z O FOUND 5/8� IRON ROD w Fn a U) u ¢ a ¢ PROPOSED COMMON LOT FOUND 1/2 IRON ROD a Y c) a O l 16 9' 12' 13' 4' 3' SHOULDER VARIES 5' ~ EXISTING CANAL EXISTING ASPHALT EXISTING ASPHALT IDE 1 PROPOSED RESIDENTIAL LOT NUMBER (SEE SHEET 3) w LL_ LANE SS(4")> PROPOSED SEWER LINE O EAST BOUND WEST BOUND 0 25 50 100 150 < Z 1 (4") PROPOSED WATER LINE O cV) SCALE: 1" = 50' SD(12")>--- PROPOSED STORM DRAIN LINE ---- ------•. 1 I 1i �� - --�� PROPOSED SEWER MANHOLE Lv - d PROPOSED STORM DRAIN MANHOLE CL- Z EXISTING DIRT DRAINAGE SIDEWALK ® PROPOSED CATCH BASIN/AREA INLET ui SHOULDER SWALE 7-0 PROPOSED SAND AND GREASE TRAP WEST MCMILLAN ROAD IMPROVEMENT PROPOSED ASPHALT o U SCALE: NTS PROPOSED CONCRETE U) L;4<' -_ PROPOSED .SEEPAGE BED U) F— O Z V) F-- Z U-i F— Z O z —� Ul r OOa w ®r li Z Oau— w ® Gw W z< W 06 M Cl _j o a W� ►�.� � >Q N a � Cn C to 3 ® > ti F-- h� uj 00 W Z a Pt Pr of ® m O Pr PI—PI Op cn EMERGENCY y o _ ACCESS CONNECT TO EXISTING WATER MAIN •_ • �•_:.,_ -:; ,,:• :�; , : �. w O Q F— e PI _ SELWAY APARTMENTS ® �LLJ0 ° Pr P —�— _ w L. 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