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HomeMy WebLinkAboutPZ - Proposed Site Plan O Lf) 1 O 3020 W MILANO DRIVE �.�• i `� � Z J amok Q U Q00 2 ' ; 4111111 0% 00 N �r Q o oc QMERIDIAN IDAHO PROJECT SITE a U) W w QLL Z Z ° 2023 - wCX CD MILANO DRIVE. W ] cc a0 �a 0 m - Z w ° > z W .. W (0N z j xW Itz W. MCMILLAN ROAD 0 Sanitary Sewer Manhole _ a RIM=2560.51' 8" PVC(N), 3" PVC(E) _ ► , '� INV(rL)=2554.00' 2 X 1 y N C VERONA SUBDIVISION N w r X ZONED R_8 0. 2 VICINITY MAP °w x x SCALE: 1"=500' w.; T no o S89'3 — — — — X X I 8'40"E5 8.31' S85_35'46-E_59.18' X ry / soa ,R ,R ~-•-_ LINETYPES: SYMBOLS: �-0 �_ > - � IR— S7 / - � w' rn� GJ Z R $"------------o LL. ------ ' } — EXISTING CURB & GUTTER OS EXISTING SANITARY SEWER MANHOLE o` y o `o 2' a`o �7 1 I o0 0 --10" - ------ 10" ----IR----�10"_____ ��R 3\s0•00' a n N Q m -�12,. _`_ �X } y }' O INSTALL SANITARY SEWER MANHOLE y / CONSTRUCT CURB & GUTTER co ___�12" ___t__` 5-19 S _ EXISTING SANITARY SEWER © EXISTING GRAVITY IRRIGATION MANHOLE o � E 80 $9 / INSTALL SANITARY SEWER MAIN © INSTALL GRAVITY IRRIGATION MANHOLE O $ INSTALL SEWER SERVICE S0 EXISTING STORM DRAIN MANHOLEco o j TRASH �S � s", i ` N SD EXISTING STORM DRAIN ©D INSTALL STORM DRAIN MANHOLE FUTURE PARKING ENCL. _ 67` IV i CD I i (TO BE GRASSED w (10'X12') PRESS Ru E IRRIGATION B ry $D INSTALL STORM DRAIN MAIN ® EXISTING VALVE �; cV UNTIL NEEDED) SERVICEIN, j 9 O WATER METER TO BE i / z N / W N EXISTING WATER MAIN ® INSTALL WATER VALVE = i SIZED BY MECHANICAL // i ENGINEER AND INSTALLED. 18" / W INSTALL WATER MAIN ►t INSTALL IRRIGATION VALVE Z 0 z C.)I i "6 W W �� B // J/T APPROXIMATE JOINT TRENCH (9 EXISTING WATER METER O Wtv W / / II I IPI EXISTING PRESSURE IRRI. ® INSTALL WATER METER Vv Ld i EXISTING / � �m h A. PI ©INSTALL PRESSURE IRRI. MAIN EXISTING BLOW-OFF VALVE L — BLOW OFF ( � LU o LOT 42 BLOCK 3 VERONA NO. 3 N RIM=255 .97' / 3Q �+ t ZONED L-0 A lr-- 33' ENCED �"^� / �Q = IRR EXISTING GRAVITY IRRIGATION ® INSTALL BLOW-OFF VALVE — 15 / ` O r^ Z� i YARD / 20i l/ �O=��/ �O 00 IRR INSTALL GRAVITY IRRI. MAIN EXISTING FIRE HYDRANT 0 n 12' 5' 19' 25 I19' �q /00 // __h I i � Cqp VO LOT LINE INSTALL FIRE HYDRANT U O x PROPOSED CLINIC I I C//hFER E �j _ J�=� -- -- BOUNDARY/PHASE LINE STORM WATER FLOW cm r 2s= 3020 W. Milano Dr. A PROPOSED ' 0 O ABANDON AND REMOVE EXISTING CENTER LINE INSTALL STREET LIGHT PER CITY STD o i o �, � I I � �0'� / Q N - WATER SERVICE BACK TO MAIN i x w Lot 43 Block 3 Verona No. 3 INFILTRATION TRENCH LINE PER CITY SPECIFICATIONS. + _ z 0.75 Acres 50' i O -_ -_-_- - - --_- -_ EASEMENT LINES ® EXISTING IRRIGATION PUMP-OUT Water Manhole L J "8 / R�GNT\ — J RIM=2558.71' i /l/ 25, / oF—WI �� 5 20 60 2547� EXISTING CONTOUR © INSTALL IRRIGATION PUMP-OUT O 20' i 0 10 40 a 72 9 / 2550— FINISH GRADE CONTOUR El EXISTING CATCH BASIN INLET cm o S S S Cho EXISTING FIRE HYDRANT SCALE: 1 20' EP - EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET o OP EXISTING OVERHEAD POWER CONSTRUCT PEDESTIAN RAMP W W i - — C171 - - - - - - - SERVICE LOCATION ( EXISTING POWER, TELEPHONE, N in Eon i) DR TO BE FIELD VERIFIED - - - - - P,T,CTV,G- CABLE TV, AND GAS TRENCH #1 P TEST HOLE W/ PERCOLATION TEST O EDR EDR —EDR (V PRIOR TO CONSTRUCTIO N PROPOSED MONUMENT W� ' N D � � EDR EDR _2559 _ SIGN _ - - - - _ - - T EXISTING TELEPHONE #1 TEST HOLE O T}I O O Q LO —EDR N89'38'40 W 1 _ —��j�3�9�� w / G EXISTING GAS LINE T INSTALL STOP SIGN U ��/� co EDR EDR EDR— p z EDR —EDR 4.45� H� \ v♦ ``' 2559 10 W UP INSTALL UNDERGROUND POWER INSTALL STREET SIGN = J Q EP Cn E EP EP EP EP 7 W� Q Il J W (� M 2558 O Li �� N TOB TOP OF BANK ®® INSTALL 2-PARTY MAILBOX W -9 Q CO Q LOT 44 BLOCK 3 VERONA NO. 3 �' N W. Wa oot St. TOP TOP OF SLOPE Z O C� O o / P EXISTING TREE N Q o W ZONED L-0 Sanitary Sewer Manhole p w LL Z 0 Catch Basin o ,- TOE TOE OF SLOPE RIM=2559.33 ¢ EXISTING UTILITY POLE z W 0 INV Bottom=2552.72' / 10" PVC(N), 8" PVC(E,W,S) w 0 W W i I' INV(CL)=2552.09' EP EDGE OF PAVEMENT S EXISTING UTILITY POLE W/ GUY WIRE J W B Z LOT 45 BLOCK 3 VERONA NO. 3 1 0 CO Z O ZONED L-O N I EG EDGE OF GRAVEL E❑ EXISTING ELECTRICAL BOX > i UP UP UP SC SAW CUT LINE 71 EXISTING TELEPHONE BOX r >� G In O 2559 I I c - - - - - - SWALE FLOW LINE oC C.O. INSTALL CLEAN OUT co ' 3 IDAHO POWER TRANSFORMER i ABBREVIATIONS: LOCATED APPROXIMATELY 200' I SOUTH. POWER CAN BE ROUTED TO THE SITE FROM HERE. BRG BEARING OPP. OPPOSITE � 111 Ill- G L' N CENTER LINE ii PROPERTY LINE Z I w Cc�//� jDh� au I� CLR CLEAR I PC POINT OF CURVE EG EDGE OF GRAVEL PCC POINT OF OU 800-342-1585 CONCURRENT CURVE 0 Z SITE SUMMARY EL ELEVATION PI PRESSURE IRRIGATION Y J Z (n BUILDING NET SQ. FT. - 3,100 sq.ft. # EP EDGE OF PAVEMENT PT POINT OF TANGENT 0 Q d O CURVE TABLE (FOR PARKING CALCULATION) I , < - — PARKING REQUIRED - 6.2 SPACES (1/500 SF) FF FINISHED FLOOR RT RIGHT J a U - CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH - PARKING SHOWN 14 SPACES + 2 ACCESSIBLE FG FINISHED GRADE S SANITARY SEWER 5 U LU L1� W C1 128.02' 625.00' 11.44'10" S19.42'08"W 127.80' TOTAL AREA - 32,766 sq.ft. a z O LANDSCAPE AREA - 67.8% OF TOTAL FL FLOW LINE SD STORM DRAIN O LU BUILDING AREA - 9.5% OF TOTAL a U FS FINISHED SURFACE STA. STATION 0 PAVEMENT AREA - 22.7% OF TOTAL p NOTES: ZONING:L-0 (LIMITED OFFICE) �I I:� G.B. GRADE BREAK TBC TOP BACK ROLLED CURB c BUILDING SETBACKS: �� •4' > N 1. SURVEY INFORMATION PROVIDED BY IDAHO SURVEY GROUP LLC., DATED 1/3/2023. FRONT: 0' � � GR GRATE TC TOP BACK CURB w m 2. GEOTECHNICAL RECOMMENDATION PROVIDED BY SITE CONSULTING, LLC., DATED 1/03/2023. 0'REAR: { 3. THIS LOT IS TAKEN FROM VERONA SUBDIVISION NO. 3 RECORDED IN ADA COUNTY BOOK OF �� IRR GRAVITY IRRIGATION TEL TELEPHONE UTILITY PLATS, BOOK 94, PAGE 11422. BUIIDLDING HEIGHT: INV. INVERT TRC TOP BACK REVERSE _j _j >_ LIP CURB 0 35' LANDSCAPE BUFFER TO RESIDENTIAL USES NOT APPROVED LT LEFT TVC TOP BACK VERTICAL CURB co co N w 20' 00 HOURS OF OPERATION LIMITED TO: FOR CONSTRUCTION ME MATCH EXISTING TYP. TYPICAL O 6: 00 AM TO 10:00 PM ` MJ MECHANICAL JOINT W WATER O � N m Q z N OP OVERHEAD POWER THIS DOCUMENT IS THE PROPERTY OF LEAVITT 8c ASSOCIATES J ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: > TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE STATION EVCS CURVE STATION �? OF LEAVITT 8c ASSOCIATES ENGINEERS, INC. BEGIN VERTICAL END VERTICAL "=20' 1 BVCE CURVE ELEVATION EVCE CURVE ELEVATION