Loading...
CC - 160210-McMillan Pre Plat Combined 061317w N m 0 ry J F— U ry F— rY W w _z Z L LJ O I LL - 0 z O V) ry w CL z Lei U U tri F— O F- z w F— z 0 U U) F— ry O F --- Z W w F— (n Z cr1 Z L1 Z O 1-- 0 O m Ir 0 w cn LRJ Z O F= U a O ry a U-1 Z Q tri w U-1 z 5 z w O i F— Ll 0 uj n O CK D— W F— �I F— z w ry F— V) z Ln F -- tri w w w z 0 z w O I F— t. r (D N T 1G(�>CT�TT'1 NOTES: 1. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE 2. 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." 3. 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. THREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO THIS PROPERTY. 4. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBLIC. 5. 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. I I -------------------------------�-- I I I I I I I SUBDIVISION BOUNDARY �r -- ROAD RIGHT—OF—WAY — — — — — — — — — — PROPOSED EASEMENT •r jp PROPOSED EDGE OF PAVEMENT rAw FOUND 5/8 -IRON ROD • FOUND 1/2" IRON ROD 1 PROPOSED RESIDENTIAL LOT NUMBER SS(4')> PROPOSED SEWER LINE W(4") PROPOSED WATER LINE SD(12")> PROPOSED STORM DRAIN LINE ® PROPOSED SEWER MANHOLE O PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET ® PROPOSED SAND AND GREASE TRAP UJ PROPOSED ASPHALT s PROPOSED CONCRETE L= " i' r,. PROPOSED SEEPAGE BED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NOTES: 1. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE 2. 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." 3. 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. THREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO THIS PROPERTY. 4. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBLIC. 5. 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. I I -------------------------------�-- I I I I I I I LINE I I I I I I� I � I � 1 DISTANCE z IM I PI SO'31'17"W I L2 rAw 96.54' Q i N� S14*23'27"E 58.02' L4 04 i I I SO'37'26"W 5.00' L6 Z Z 25.00' ![ 0 c) 1 UJ 1 t O W A PORTION OF THE SE V4 OF THE SW U4 OF SECTION 26 TOWNSHIP 4 MOTH, RANGE t WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 W EASEMENT LINE TABLE LINE BEARING DISTANCE L1 SO'31'17"W 107.36' L2 S1 536'33"W 96.54' L3 S14*23'27"E 58.02' L4 NO'37'26"E 48.36' L5 SO'37'26"W 5.00' L6 NO'37'26"E 25.00' RESIDENTIAL (R-4): AREA AND LOT SUMMARY LOT TYPE NUMBER OF LOTS AREA (AC) % OF TOTAL RESIDENTIAL 1 4.62 92.40% RIGHT OF WAY DEDICATED N/A 0.38 7.60% TOTAL 1 5.00 100% Ja�1 �s SELWAY APARTMENTS S88'58'36"E 1157. ®r\P` Lam© \.\CE tip sG� (V G 0- s�G-13''6 pct` T9TF OF \�P� C:) ///Vv N. S OFt�� —W. APGAR CREEK LANE — --------------------------I i� f' i RESIDENTIAL: PHASE 3 2 �; � i�cq 0 to " :f�-- ,A—N88058'28"W 220.22' Lo - 588'58'28"E 220.'_ EP EP S8858'36"E 1145.669—" EP EP EP EP - EP EP EP e i W. MCMILLAN ROAD BRIDGETOWER CROSSING CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD C1 7.85' 30.00' 15'00'00" N8®06'33"E 7.83' C2 131.95' 252.01' 30'00'00" SO'36'33"W 130.45' STORAGE (CC): AREA AND LOT SUMMARY LOT TYPE NUMBER OF LOTS AREA (AC) 0/o OF TOTAL COMMERCIAL 1 6.79 92.01% RIGHT OF WAY DEDICATED N/A 0.59 7.99% TOTAL 1 7.38 100% STORAGE (CC): PARKING COUNT REQUIRED PROVIDED PARKING STALL/GARAGE 3 6* ADA PARKING STALL 1 1 *NOTE: TWO COVERED GARAGE SPACES PROVIDED ADJACENT TO OFFICE tc J BPX COMMERCIAL CONSTRUCTION INC. BRIAN PORTER 3057 E. RED TAIL DRIVE EAGLE, ID 83616 (916)955-6999 .5 AI► -1111 HVVY 26 (W. PROJECT SITE VICINITY MAP SCALE: NTS SHEET INDEX 1. TITLE SHEET 2. NATURAL FEATURES 3. LOT DIMENSIONS 4. PRELIMINARY UTILITY/SITE PLAN TRUSTEES OF THE GIBSON FAMILY REVOCABLE LIVING TRUST DANIEL AND CAROLYN GIBSON 2780 W. MCMILLAN ROAD MERIDIAN, ID 83646 "T A ATATUD T-0 ENGINEERS SHON PARKS, LA 2471 S. TITANIUM PLACE MERIDIAN, ID 83642 (208)323-2288 r_ATI-IXTEUD 1 -tl CIVV11mCGRJ JOHN CARPENTER, PE 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 SURVEYOR T-0 ENGINEERS KEVIN SORENSEN, PLS 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 ACREAGE SUMMARY TOTAL = 12.38 AC PROPOSED STORAGE UNITS = 7.38 AC PROPOSED RESIDENTIAL = 5.00 AC R/W DEDICATED = 0.97 AC OPEN SPACE REQUIRED = 1.26 AC OPEN SPACE PROVIDED =1.57 AC ZONING PROPOSED STORAGE UNITS = CC PROPOSED RESIDENTIAL = R-4 ROADWAY JURISDICTION ADA COUNTY HIGHWAY DISTRICT SEWER AND WATER PROVIDER CITY OF MERIDIAN SEWER AND WATER 1211144011 • MERIDIAN FIRE DISTRICT IRRIGATION DISTRICT SETTLERS IRRIGATION /��pNAL FN� O F O '� CAR? W m Imo-- w w a ca ® z z w C, W z z z o a > a z a r= U Q 0 w - LL Fn to Q c/) U n- (i w r p -j Q -i U) z 0 U) > w o - W Q a b z cn ui 00a S = z z o C° 00w JW z z 06 } co N Q d U) 0 UJ 0 20 O W 00 W WQ W m Q N Z w mz�o Z N J Q F- J 7) W cn z 0 U O u - O L•J J� DATE: JUNE 12, 201'7 PROJECT: 160210 1 cifV) N IY LLJ W Z 0 Z Lit O I LL - 0 Z O V) V) w CL Z W U LL - 0 w CL V) O t-- rn F— Z w F— m O 0 O F— Z w F- Z 1n F— LL. O Z: O Q U LL - m O O w Lest w Z O U^ J NO.�/ ti 0 - vi Z Q vi IY w W V Z Ld 0 I F— LL- O of w IZ O w F- V) Z L li 6 tr V) Z V) F— vi w w w z Z w O 1 F- C) CV L --j SSWR MH: 6" PVC PIPE IE IN = 2552.21' IN CENTER = 2552.26' SUMP = 2552.89' I (n I I I 30' MCMILLAN I 77 1 1 20' SEWER EASEMENT LATERALEASEMENT i 1 I I I I IRRIGATION MH: 3.00' REINFORCED CONC. PIPE t IE NORTH = 2556.44' IE SOUTH = 2556.52' SUMP = 2556.59' SSWR MH: 6" PVC PIPE i IE IN = 2550.70' IE OUT = 2550.64' IN CENTER = 2550.76' SUMP = 2551.37' t I POWER POLE POWER POLE —i PUMP STATION (SETTLERS IRRIGATION) as 2561 \ /\-- \i.\ i BLDG `\ O V/ 6" PVC PIPE IE IN = 2550.43' IE OUT = 2550.30' SUMP = 2550.99' PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 25 50 100 150 SCALE: 1" = 50' EXISTING FENCE =stlYY�d6 A A A PI A PI p� -... . saTiY71%��iiaY�1t 2562 / C/ \ \ \ 1 1 4 1 1 / / 1 c 1 I I / r r — POWER POLE r / 1 r J C co / POWER POLE I / �— SSWR MH: IE = 2550.52' W. MCMILLAN ROAD SSWR MH: IE = 2551.45' \/CEN SG'A O•A•I/Y s 012-3, �F TgTF OF \ co N. S ORS/ W m w w 0 U) Z o w Y < w w w W J O O Z Z Z Y O p 1 CD cn 0 43 co w cn a cn W w Q 2 V Y Q Y Y Y U) z O w lz F. N LEGEND O FOUND 5/8 -IRON ROD • FOUND 1/2"IRON ROD 2580 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR A EXISTING BOUNDARY EP -EP -EXISTING EDGE OF PAVEMENT lm EXISTING EDGE OF GRAVEL m EXISTING PRESSURE IRRIGATION w EXISTING WATER MAIN S EXISTING SEWER MAIN ® EXISTING SEWER MANHOLE QM EXISTING MONITOR WELL wv } �Q EXISTING WATER VALVE � z EXISTING DECIDUOUS TREE t- EXISTING BLUE SPRUCE TREE D EXISTING PINE TREE � EXISTING DECIDUOUS SHRUB \/CEN SG'A O•A•I/Y s 012-3, �F TgTF OF \ co N. S ORS/ W m w w 0 U) Z o w Y < w w w W J O O Z Z Z Y O p 1 CD cn 0 43 co w cn a cn W w Q 2 V Y Q Y Y Y U) z O w lz F. N w w=_ 160210 SHEET oo� Z Z ooui W o ON zQ� m LL m .0 �N�CLW NQ a Z W¢, } W :bw � z W t- LL D ce � M Z) O Z00 F- Q O ce Z W W 0 oQ 4 V O w Z it m S L Z 0- Z Z Z N c- (9 ce) Z conn N a J Z (1) U Z O O a LL O U DATE: JANUARY 16, 2017 Z 160210 SHEET O o ON "' m LL m g `A a Y W } W LL. � z W � pe ce � V Z) LU p F- Q a ce Z Q 0 V DATE: JANUARY 16, 2017 PROJECT: 160210 SHEET 2 OF 4 0 W r m O Or0 J r U I- N N N crW W Z 0 Z W O I r LL - 0 O z O N N ry W CL Z W r ry 3 U LL - F5 W a. N F- 0 O r N r Z W r z O U N r w O I -- :z W M L� F- V) Z N -T- F— U- 0 U- O Z: O Q U U. O ry O W N W Z O F- U O w Q - Li W z Q vi cr W W z 0 Z: W O i r W O W W O n W r N r z w M w r N Z: N r vi ry W W z 0 z W O I r co O N MI W F- m z O ry a J v F— V) V) V) w LLJ LLJ z 0 Z LLJ O I F— I. O Z O to Ld 0- z Ld U L- C) w CL cn F- 0 F -- v> F -- z u -J F— z O 0 V) F— ry O F— Z L1J W F -- V) U) F - LL. O Z O F - Q U F- 0 O O w rn w ry z O F- C) O Fr n Ld Z ((Q V // FY W -W G (D z W O 1 F- u - 0 ry LAI CI - 0 Of n LJ F- V) F - z Ld U) z V) r vi w w z z LLJ O d F— ILD cV 38' DEDICATED ACHD R/W 16' 9' 12' 13' 4' 3 EXISTING CANAL EXISTING ASPHALT EXISTING ASPHALT WIDE14 EAST BOUND WEST BOUND LANE EXISTING DIRT SHOULDER WEST MC E f t I f I I SEWER EASEMENT SCALE: NTS EMERGENCY ACCESS DRAINAGE SWALE 4 PROPOSED SHOULDER W A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 J TOWNSHIP 4 MOTH, RANGE 1 WEST, BOISE MERIDIAN AOA COUNTY, IDAHO w 2017 0- 0 w °' 25' COMMON LOT VARIES, 5' t� ailT�l�i CONNECT TO EXISTING WATER MAIN EP EP EP EP I I 1 0 25 50 100 150 ,I/ 1/ w ' SCALE: 1 " = 50' W. MCMILLAN ROAR SUBDIVISION BOUNDARY --�1e ---- ROAD RIGHT—OF—WAY — — — — — — — — — — PROPOSED EASEMENT �n m PROPOSED EDGE OF PAVEMENT O FOUND 5/8" IRON ROD FOUND 1/2- IRON ROD 1i PROPOSED RESIDENTIAL LOT NUMBER (SEE SHEET 3) SS(4")> PROPOSED SEWER LINE ls� W(4") PROPOSED WATER LINE SD(12")>--- PROPOSED STORM DRAIN LINE PROPOSED SEWER MANHOLE d PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET 7-0 PROPOSED SAND AND GREASE TRAP PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED SEEPAGE BED w VA Lo A va W4 W-0 w /�pNAL FN "ST flF vOy 0Fdl�P��4 G CAR?/ W I=_- w w z N W z az w a> a Z 0 LL- o� w v a v w� a Y� Y= � Q z 0 U) w oz I 0 z 1A YILLj w 1-t 00Q =z (� z (6 92w Q J vz k ls� Ln W F)♦ N N QUO ♦� Q r X Q LiJ um 0 ui �, W co LL Lu of 0 CY7 W U) p0 C6 <_ w XLLJ ® ® 2 Co O iL 0 Z d C"O Z N:E N z W cM Q coo Z p Z 0 o Q J U) z co U U) z0 LL 0 C 0 0 DATE: JUNE 12, 2017 PROJECT: 160210 SHEET 4 OF 4 0 r' k ls� Ln LLI F)♦ = CL rylo LLJ DATE: JUNE 12, 2017 PROJECT: 160210 SHEET 4 OF 4