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Home My WebLink AboutPRE-PLAT V1PRELIMINARY PLAT SHOWING S UHHER T O WN SUBDIVISION A PARCEL OF LAND; 745 W. USTIC K RD LOCATED IN SECTION 1, T. 3N., R. 1 W., MERIDIAN, ADA COUNTY IDAHO JANUARY 2022 W 0 50' 100' SCALE 1" = 50' _E FAMILY LOTS 7-1 VICINITY MAP N.T.s. ))h � ��p9 �Y+ • yuyp,�y..�HL. o USTICK RD SITE -Y. yt PRELIMINARY DEVELOPMENT FEATURES TOTAL ACRES ....................................... 13.83 ACRES TOTAL LOTS ..................................................... 26 SINGLE FAMILY LOTS ............................ 9 MULTI FAMILY LOTS .............................. 14 COMMON LOTS ...................................... 3 MULTI FAMILY UNITS ............................. 191 ZONING .................................................. TN-R TOTAL OPEN/COMMON AREA ............... 135,515 SQ FT OR 3.111 ACRES PERCENT OPEN AREA ........................... 22.5% ADA PARKING STALLS .......................... 10 PARKING STALLS ................................... 384 STALLS COVERED PARKING STALLS ................... 198 STALLS NOTES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 2. SUBJECT PROPERTY FALLS IN ZONE "X" PER MAP No. 16001C0144 H EFFECTIVE DATE OF FEB. 19TH, 2003. 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT FROM UPGRADE AND EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND SUBSURFACE FACILITIES AS APPROVED BY ACHD. 5'-0" I 8'-0" 7.00' 3•� '(OP\CUT 47'-0" 33'-0" i 6'_6" i 6'-6" 14'-6" 14'-6" f 2.00% SLOPE I 2.00% SLOPE -- 1 12" OF 6" MINUS PIT RUN 6" OF Y4" MINUS CRUSHED GRAVEL EXTEND BASE MATERIAL 6" BEHIND CURB (TYP) 3" OF ASPHALT PAVEMENT 8.00' I 5'-0" 2'-0" 7.00' I CAS 3 CONCRETE SIDEWALK PER ISPWC SD-709 (TYP) STANDARD ROLLED CURB &GUTTER (SD-702) OR 6" VERTICAL CURB &GUTTER (SD-701) TYPICAL AS PER PLANS WRANGLER/RIDGEBURY ST SECTION N.T.S. ' PLANNER GENERAL CONTRACTOR /DEVELOPER ENGINEER SURVEYOR KENT BROWN PLANNING SERVICE SUMMERTOWN LLC CK-ENGINEERING IDAHO SURVEY GROUP KEN BROWN SHANNON ROBNETT CHAD KINKELA, P.E. GREG CARTER, P.L.S. 3161 E, SPRINGWOOD DR 3227 E. LOUISE DR. SUITE 375 1300 E. STATE ST. 9955 W. EMERALD ST. MERIDIAN, IDAHO 83642 MERIDIAN, ID 83642 SUITE 102 BOISE, ID 83704 208-871-6842 208-291-6312 EAGLE, ID 83616 208-846-8570 208-639-1992 VMJ W CV M O 0 00 Z 0 a W w Z J J J U V !Z V C� W O LL W m II � O O O � O � m O � (/� Q O O z O � � Q CD LLJ � � � Q w O z � O Q � x U-) Z W W � OCL SHEET C1.0 n l APPROVEDO S UVIAIIER T O WN SUBDIVISION R7695370300 SALISBURY LANE SUB HOA W SEDGEWICK DR MERIDIAN, ID 83646 LMo W W Lo O 0� �z �o 0 80' 160, u/ Q LU SCALE 1" = 80' Lu CL z_ J 3 3 3 Z HED AREA IS A BLANKET EASEMENT e r = 3 eCROSS ACCESS, UTILITIES, INGRESS 3 3 3 5 �3 N n� mm�� YgEGRESS �`° �m ale ode dam ¢3ia� rcmnE ¢mn� _ 1 .o =� _ s Yos.loosRO mQ, a' o p El N VALLIN LN mwm ��3�� 100.00 ow>" ---- _ ti - I - 0--i <_ ❑ __ -_ --- -- --- - � 5.297 SfT O � o o, � m o. w o < a. 2Ne =s I'- 100.00 p 3 0 ❑ I 23,357 SFF i x m 22,020 SFT I $ O 5,297 SFf O^ I n o ¢ II � O I I O BALLLARD OVEDA THOMAS TRUST J _____ I N 100.00 m m m s m O I O 646 W SEDGEWICK ST O_ _ I MERIDIAN, ID 83646 I 5,298 SFT O L R8954430630 m HANBY, PHYLLIS M R8954430760 651 W SEDGEWICK ST - ❑ 100,00 STROOZAS, GUS MERIDIAN, ID 83646 N 658 W SEDGEWICK ST ❑ MERIDIAN, ID 83646 39,922 SFT 5,298 SFr O R8954430620 --__ O I I W U___I �' �! ARCO, JAMES R p _ -❑ J m R8954430750 667 W SEDGEWICK ST w _ I O C� GUSHWA, HAILEY MERIDIAN, ID 83646 V Z 100.00 H MER W SEDGEWICK ST F o 18,988 SFr I I Ne to _ MERIDIAN, ID 83646 _ = a Z I I Y I I W 5,499 SFT O R8954430610 e o n n oo�m n R8954410741 THOMSON, PENNEE P 683 W SEDGEWICK ST ❑ W I I U Q EMERICH, MICHAEL m Z 71,842 OFT rnJl __ Z MERIDIAN, ID 83646 h _ _____ _ O 692 W SEDGEWICK ST p a o I m CII 100.00 MERIDIAN, ID 83646 a e O R8954430600 _ 'a \ C 5,299 SFr R895443073C WEYBRIGHT, JANET K - m ' KLUSMIRE, KENNETH B 705 W SEDGEWICK ST > _ NG I MERIDIAN, ID 83646 OI 100.00 MERIDIAN SEDGEWICK --NN5,300 SFr O R8954430720 RARAGON, DOLORES S______ - - l736HANW r DEBORAH E 27 W DGEWIC i 736 W SEDGEWICK STMERIDIAN, ID 83646 MERIDIAN, ID 83646 R8954430580 6,553 SFr R8954431710 KETTLE, JENNIFER R O HIWPS, KYLE749 W SEDGEWICK ST MERIDIAN, ID 83646 760 W SEDGEWICK ST MERIDIAN. ID 83646 ffiffi El RIDG BURY LN RIDGEBURY AVE Rio 0 1'111&-1 = (r — -N VENABLE LN- I 3 k' o' =p o <� 0 3 O z o�za z� z� ova o��o o�am 22< nj o�=m am _<�__ _ s / ROW / 54'-0" ROW 1 29r 0" 12" 14'-6" 14'-6" 17.00' 5-0--0" 2' 0" 3: 7 12'-6" 12'-6„ S<OPfAX CUT OUZ g,1 MPx I SVOPE 00% SLOPE 27SP-3 v 2.00' F(C MAX CUT 20" OF 6" CONCRETE SIDEWALK REVERSE LIPMINUS PIT RUN PER ISPWC & ACHD SUPPLEMENTAL VERT CURB. DRAWING SD-709 (TYP). 4" OF Y4" MINUS CRUSHED GRAVEL 6" VERTICAL CURB & GUTTER 0.5" (1/2") MIX (ACHD SD-701). PG 64-28 3 INCH THICK VENABLE LANE 54FT ROW - 29 FOOT STREET SECTION N.T.S. PLANNER KENT BROWN PLANNING SERVICE KEN BROWN 3161 E, SPRINGWOOD DR MERIDIAN, IDAHO 83642 208-871-6842 GENERAL CONTRACTOR/DEVELOPER SUMMERTOWN LLC SHANNON ROBNETT 3227 E. LOUISE DR. 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III3I t Y I MERIDIAN, IDAHO 83642 W o w N w a = II N o O U 208-871-6842 z Y Y z 3 '?';3iliili!!!'!!!'!�!!!'!!!'!!!3;� II !I � � ' N � � � ? Y w O Wp I�s:s:ss6;517'SFf ' .;.:..::..::.::.' :.:.:..3' ;s N m ` It 0m Om moU=U �am I:3:.:......................3......................:....:. 3...;.;..:..;.::..;. ...— 4 m IYU ;>.>". ;:; Z CONTRACTOR DEVELOPE R Li. b_ ' o SUMMERTOWN LLCGENERAL aO - _ - - _ SHANNON ROBNETTfl � ---- —a 3227 E. LOUISE DR. SUITE 375 3 — — — — — — — d3 — — — — — — MERIDIAN, ID 83642 208-291 -6312 \oNAL �' ��srE ti — ---NVENABLE LN -N ��NA LE LN- — — -- — �ENABLE7� — — b03 21�3 EP EP � I o ® p TOP O ,1 � I EO ENGINEER SURVEYOR 1/6/22 / P OO I o CK-ENGINEERING IDAHO SURVEY GROUP O,yT °Te OF %ol' za CHAD KINKELA, P.E. GREG CARTER, P.L.S. qOS. K1N�E N 1300 E. STATE ST. 9955 W. EMERALD ST. 3 SUITE 102 BOISE, ID 83704 EAGLE, ID 83616 208-846-8570 SHEET 208-639-1992 C1.2