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CC - Site Plan 1 2 13 14 15 16 w° y Y Baptist Church ew ana s m y W S"-D,ree,m Insurance Auto Auctior W. FRANKLIN ROAD Stor-It Self StorageQ a Q • : . , 10 11 `- 15 14 - - - - - - - - - - - - - - - _ _ S89.09'27"E - - - 11 The Franklin at Ten Mile Ten Mile Cascade Student 2657.99' - - - - - - - - ®1/4 :harter School Christian Church'V Transportation • , ® Campus Q Interstate All 14 PROJECTsSITE Republic Services Q Battery Center Q . W. FRANKLIN RD. Dutch Br. W Franklin Rd W Franklin Rd W Franklin Rd Pur _ A Firehouse Pub&Grill Tenmile Cr�k wc,ee"neo CUP SITE PLAN o zo 40 CURVE TABLE o q •- LU Feet CURVE # LENGTH RADIUS DELTA BEARING CHORD _ w o �m Peregrine • - C• � : • Elementary School Q . C1 17.24' 163.50' 6.02'23" N88.02'37"E 17.23' Z AmeriBen/IEC Group ww.nm. ww,nma.s, W V l C2 139.52' 200.82' 39.48'15" S21'35'12"E 136.73' H w r. „"^ = COPYRIGHT All rights reserved. Reproduction or use in any form 9 9 Bright Shining or by any means--graphic,electronic,mechanical,etc.--without C61ighton Homes Idaho Q Stars Preschool written permission of LOMBARD CONRAD ARCHITECTS,P.A. QPaylocity verbena Dr 0 is unlawful and subject to criminal prosecution. terans Memorial Hwy ss ao Vietnam Vet STAMP: INV EL=2566.60 a 9n canal I 0 _ 7 8 Vicinity Map �SS�ONAL FiyG� ©a' �.1 BIKE � O� G\sTER iji l , -------------------------- W ---- S89'09'27"E 176.45 - - - - l - - 1 ® - F- -- aI _ 0 Legend s 1 o N_ ---"Q�-----_�_-� _ --_ ---- - --- l ! -- ------ Keyed Notes 1 3 L LO N z N N - - - - -� SSC - - - - - - - T- GEOTECHNICALd'JAT OP,�,o l J m 4 a I UID E SE. i 1. EXISTING WATER STUB. BORE LOCATION `rs D 0E doT--= do dot dot-Cq a dot 2 / 3 -1 2. EXISTING SEWER SERVICE. 0 K R\ o(J�- 3. EXISTING TELEPHONE/FIBER OPTICS.--_�o- I SS SS EXISTING SANITARY SEWER C' ~ -� 4. EXISTING GAS LINE. r- 3O1 © I I - - W EXISTING WATER .I 5. EXISTING POWER. zaoAIIIIIIIIII , TEN MILE 7 110.00 � rrl"' 3u I m \ I I 6. PRESSURE IRRIGATION. I RR EXISTING GRAVITY IRRIGATIONUJ BRANCH PUID o a a I a \ I 7. EXISTING SIDEWALK-RETAIN & PROTECT. R PI EXISTING PRESSURE IRRIGATION EASE. ` ,6 I o \ I I Q 8. EXISTING IRRIGATION ACCESS. a a I I \ACHD SIDEWALK EASE. o PI 1 GAS EXISTING GAS � 9. EXISTING ASPHALT PAVEMENT. _ Ell, o I Ln I \\ I 10. BICYCLE PARKING-2 LOOP. SD I n ❑ I I EXISTING STORM DRAIN au NEss e N o m \ I 11. CONCRETE CURB. EP EP EXISTING EDGE OF PAVEMENT CD7 m a ro,° z I 12. CONCRETE SIDEWALK. Q I 1 °d ~ \ o \ Z X EXISTING FENCE l °O \ % I J 13. ASPHALT PAVEMENT. QO s °a ° ° \\ MI r TM CREEK SU DIVISION NO. 2 \ 7 1 z 14. CONCRETE CROSSWALK. O EXISTING SEWER MANHOLE � a 11 \ MI o m \ I 0 T EXISTING TELEPHONE ,1 ran, o LOT 14 BLOC 2 (COMMON) \ l Q \ o \ Q Parcel Table P EXITING POWER J I TM CREEK SUBDIVISION NO. 2 \ \ 0 0 o l ❑o o n ❑ - \ I > SUBDIVISION BOUNDARY o I m LOT 10 BLOCK 2 \ z \\ 10 PARCEL 1 \ z -- ---------- - - UTILITY DRAINAGE EASEMENT IDAHO CENTRAL w I 5.10' ITD SUP EASE i 13 \ �° \ I I z SITE ADDRESS: 3152 W. PEAK CLOUD LN. MERIDIAN, ID PARCEL NO.: R8483020010(SEC 14 T.3N RAW) - PI P PROPOSED PRESSURE IRRIGATION CREDIT UNION I- � I2 32.75' 60.31' �\ I C6 LOT& BLOCK: LOT 9 BLK 2 TM CREEK SUB. NO.2 IRR PROPOSED GRAVITY IRRIGATION C/iLANDSCAPE Cton a J \ , N\j\0 \ �I ZONING: C-G PROPOSED EDGE OF GRAVEL BUFFER a o 00 \ °0 \ ( ) SS •s�,. • a° \\ 1\\ I PARCEL AREA: 0.549 AC EP EP PROPOSED EDGE OF PAVEMENT 9 l 58.38' o o t � I US TURN j I a Z ® Z m 25•'�' \ \\ I PARCEL 2 W W PROPOSED WATER o m ° \ \ I $p PROPOSED STORM DRAIN o a D �® SITE ADDRESS: 71 S. INNOVATION LN. MERIDIAN, ID ZZ 9 F m ��pp. \ - S8856'11_E - 81.5C) - M C1 I - \ PARCEL NO.: R8483020020(SEC 14 T.3N RAW) � PROPOSED FIRE HYDRANT B ---J 35.00' I o �,5� Q`� N I 9 I LOT& BLOCK: LOT 10 BLK 2 TM CREEK SUB. NO. 2 •'�'YO• ENTRYWAY I 11 7.00' \ I \ l CORRIDOR A ` \ I ZONING: (C-G) O CONTIGUOUS PARKING STALL COUNT LANDSCAPE BUFFER i _ I \\ PARCEL AREA: 0.864 AC 001 W ^ \ `o l - IDAHO CENTRAL o w \ CONSULTANT: N En M Project Notes - I 7 5.00' CREDIT UNION 12 13 m 11 ~ oar 13 --4 �4.00' I \\ 1 PARCEL 3 _ \ o N ♦ U' cn I ER101AN�( \ SITE ADDRESS: 85 S. INNOVATION LN., MERIDIAN, ID •' • • m ,I I �� X �M AWAY 1 \ 1. STORM WATER WITHIN THE SITE DEVELOPMENT LIMITS •: : . :• . 5 672 S F WILL BE RETAINED ONSITE. , CL PA \ PARCEL NO.: R8483020030 SEC 14 T.3N RAW) QCD 20.00' ')v \ ° LOT&BLOCK: LOT 11 BLK 2 TM CREEK SUB. NO. 2 l , ,Z (IYP.) �� ��\ Aso' \\ 2. LANDSCAPING WILL BE IRRIGATED UTILIZING THE EXISTING °' 12 ODo z \ ZONING: (C-G) SUBDIVISION PRESSURE IRRIGATION SYSTEM. 0 D \\ \\ 9.00' o TYP• -1 PARCEL AREA: 0.620 AC ( ) ® \ 3. SITE LIGHTING WILL COMPLY WITH THE M.C.C. 17.00' SO - -- ----� -- - - -- - - - �- \ \ d \ N, \ ` \ \`\ \\ \\ \ HSEL\ \ 25.00, o \ \ \ \\ \ \ EL= KL1 X 1 Floodplain Notes Project Information and Contacts ° ° ° 11 m 0 m 0 m Z o ^ \1 12 HAND CART \ 1. A PORTION OF THE SITE IS LOCATED WITHIN • � �? \ J \ TRASH ENCLOSURE. � OWNER BRIGHTON LAND HOLDINGS, LLC e, \ l _ � FEMA ZONE A. A FLOOD STUDY WAS PREPARED 194.00' - - \\�� � �3 \ \\ TO DEFINE THE FLOODWAY, FLOODPLAIN AND N 5.00' \\ FEMA ZONE A BOUNDARY r, \ \ BASE FLOOD ELEVATIONS AS PART OF THE TM APPLICANT IDAHO CENTRAL CREDIT UNION I a 11 \ \ CREEK SUBDIVISION PROJECT- NO FURTHER AURORA RIOPELLE ZO a, STUDY IS REQUIRED. v A LOMBARD/CONRAD ARCHITECTS EGIII RIGHT 4��- o a • • o ° 12 `V ,\`\ ° a s 12 7 2. NO STRUCTURES ARE PROPOSED WITHIN FEMA ARCHITECT 1221 SHORELINE LN. a TURN 1 oo- \ ZONE A. A FLOODPLAIN PERMIT WILL BE BOISE, IDAHO 83702 V 35.00 r N \ I � OBTAINED F THE SITE THAT T.208.345.6677 1 S O FOR AREAS O S cn 9.62 5 EN 11 w AY 13.54 ,�,,, \ 'P \ ��� \\ ENCROACH INTO FEMA ZONE A. AURORAR@LCARCH.COM o l CORRIDOR 9 00, No 13.54 9.00 0 \ 2 BUFFER LANDSCAPE TEST H (�P) o © h� �� (>YP) 0 10 \ \ ( I �%K so. ��° 1�y9/x"' \ \\ \ SERVICE PROVIDER WATER & SEWER CITY OF MERIDIAN 7 ��y° �9 d TM C EEK S BDIVI 10\N\ NO 2 1 1 91 �� ��' \ PRESSURE IRRIGATION SUBDIVISION PI SYSTEM C 1 '�� I LOT 11 BLOCK 2 \ \ \ so, 13 SERVICE PROVIDER 30.75 � LANDSCAPE' cNrt c�, Cn ♦� \` g EE " ADA COUNTY HIGHWAY DIST., w N BUFFER g y 14 c 13 g 13 \\\ ROADWAYS ITD AND PRIVATE STREETS r TM CREEK SUBDIVISION NO. 2 \\ `\ 1 ��y° LOT 9 BLOCK 2 �� I ° \\\ '��s,� I \01 9 PROJECT DATA 9 w 1 so, �yo � o I Y Z CN v !•� o M 6 SITE ADDRESS: MULTIPLE ADDRESSES-SEE PARCEL TABLE z v 11 9.00' o ® �Sp. 9.00' o 11 ss �`vA �� PARCEL NO.: (3) PARCELS-SEE PARCEL TABLE \ o (TYP.) . 0 4.54' 8.00 (TYp•) v o 8.00 `\\\ C� JOB NO.: 19230.01 ZONING: C-G ® PI 13.54' \\\ `�\\ �5 ( ) DATE: 1-23-20 i DEWALK 2 I ` ` \ , MIN. BLDG SETBACKS: FRONT=0'; REAR=0'; INTERIOR SIDE=0' DRAWN BY: RKE PI 4 12 25.00' \\ SS �`\\\ / / \p- CHECKED BY: RKE \ /TOP LANDSCAPE BUFFERS: TEN MILE RD. =35'; FRANKLIN RD. =25' \\ 1 \`\ \\\ // \ BUILDING AREA: 5,672 S.F. €e \� C 5.00' 11 4 \ 12 --- ---c - - / TOTAL SITE AREA: 2.033 AC PHASE: PLAN CUP SITE ------- ------- - o --- ---- --- - -- ------ - ---- - ---�-------- \ ----- -- - -- FINANCIAL INSTITUTION WITH DRIVE-THRU i SIGN L' n °° V M 12 R�S�o, R\y 12 Lei Iri 6 PROPOSED USE: - ° • � � � SITE PLAN ----- -- SUMP E 573.00B3 \ /// / PARKING ANALYSIS: l - FL EL= �3.00 r � 1rb wNi \ +"� I THE TABLE BELOW SUMMARIZES THE PROPOSED PASSENGER VEHICLE EXISTING FIRE HYDRANT c o v Coo) N a PARKING CONDITIONS. (2) BICYCLE PARKS ARE PROPOSED. 48.00' i - - 0' w ¢ 3 5� I y - 194.00' S89°26'50"E O - - -�� - r - - - - - - - - - - 159.35'I _ _ SS - >S .,.,- � �I FACILITY PROPOSED PROPOSED ITD SLOPE EASE. SS SS SS 55 S SS N89'26 50"W SS353.35r SS STANDARD STALLS ACCESSIBLE STAL LS 9 5s ss 9 W. PEAK CLOUD LN. PRIVATE 9 9 X FINANCIAL INSTITUTION 48 2 TOTAL PARKING PROPOSED 50 STALLS (V1_ TOTAL PARKING REQ. =5,672 SF/500= 12 STALLS SHEET NO. D 1 . 0 1 2 3 4 5 6