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HomeMy WebLinkAboutSITE PLANS - 01-00030 - Dr Grant Davis Medical Office - New BuildingCn 9 PROPTY LINE N 89 58 E ExlstOg G Transfamer 19.29 I 7 '2G/ TELEPHONE AND CABLE TV / _. --) � 99.Q r.:.'. ON LOWEST LAF 5E BLAC _:. GRASS FENC R. _ 1WJ I I ' I j 0328 I � 929 q979ojgmFV 932 j I i I E 9825 ,96.2 :a ^ _ T-11- LIN SEWER INV, 90.0 " P Pt 4 tae 4 bark y I _ GRl SS e - 92.3 94,3 97.4 2 941 68`I w r 9A 990 i 997 0 ` Ner Paved rking Area 99.4' I fence I Corner �j i i W � r: .: C,111I 2u 0 HYDRANT I '0 9' 099.2 4D .: w 100.089 75'49' V 99.9 98.6 9A4 100.07 PROPERTY L[ ' _d r 934 94.5 I„ r2 �O tom'/16'-. ec.v ry cx y 4�' of CI c GRASS H I I I 0: 50 959 966 I Ner Side lk _. --) � 99.Q r.:.'. FENC R. _ I I � q979ojgmFV j E 9825 ,96.2 vALVA 9; LIN 4 tae 4 bark y I _ 97.4 2 9A 990 997 0 ` Ner Paved rking Area 99.4' HYDRANT '0 9' 099.2 4D .: 100.089 75'49' V 99.9 98.6 9A4 100.07 PROPERTY L[ ES gg 25 a 75 IBB SITE PLAN (E)dstkv) event Lines W off valve 1 i 1 1 1 0 1 1 SEVER \ II — — INV ER 7TH MANHOLE ER _ NEW 6' wHr v a[ ILEER EXISTING VR _ APPROK 250 FEET I LK ' IN LENGTH I I 1 I 1 PROPERTY LINE I t E>dsthg Rack Gartlan I I25 150 Parking Islands LE&A L Sc�lfi'('joj� 00 --bI -µ P T tNts �TtFF( 52�F -21�38 ti 0 Fen Cor u3 N 0 00 25 'u q 1uu leo 456 SITE PLAN Scale t' = 10' cc I I I I I I I I I I I I I I C9 I Y T 4t1 i IHJ LD Q N iw (q U Ckf /fa i r l Irl N < U _INE 75 00 c mo mo 25 I DD 50 PROP TY 1111:I @ N 89 58'01' E _.. _..---_ a U m I o 2 Q , Existing Elect, c Transforner 939 POWER P LE N N n J I '� I x o HANDICAPPED SIDEWALK RAMP N O g Islonds 0- :2-1 C3 L, > Z Q 1 TELEPHONE AND ON LOWEST LAR CABLE TV IE BLACKMT 1� ' msr c• may mar �m � Y Vhf j�J ¢ uico I mFM GRASS' U A J ¢ i EXISTING SI IRM RW LWPPr91 LIN 9$,41 i O U � SEWER MAN 40LE I A C3 Q _ LEGAL DESCRIPTION CL Q F- LOT B4 MADISON PROFESSIONAL < o W 04yQ 42,5 0 PARK, SUBDIVISION LD (4 1--- — l NEW 6 ¢ LJ n 98.9 93.2 SPOT ELEVATION LEGEND 194.97 SEWER SHEET NO. 0M. NEW ELEVATION - - 99.4 EXISTING ELEVATION (ITALICS) OF _ LINE 75 FEET IN LIt GTH PROPERTY I X ASI N z NE GAS LINE LINE I I EDGE LL OF CIL L � j GRASS :-, � _ - (Exlsting) Ce � X w. 6.0 � V. 90.3 94.3 - 94.1 -5 3 = a v e X W r z I ¢ 1ef� NEW GAS LINE TO 1 0 i X BUIL➢IKG u I I w - I 934 94.5 - u 7 EDGE OF OIL j • I E z (Existing) xlsting Parkli p N 1 n E N a GRASS " GAS MAINSTOPS j 0 APPROX HERE ' 94.5 950 959 96.6 ER LIN ' I NEW I' W 41 j91101.3 -990 New ' Side wl lk 99.5 144.46. SHADE ➢VMFENCR. j _ ES 44.@ EXISTING R gqTED1 WA E 6 WALINFTER 9825 6.8 97 97.9 UJOFF VALVE.99.1 ' 4 I. -- '- - - asenent Lines I� I" ..044:4 - `99•.6 974 98.8 y 99 er $hut off veive I - 99,0 . 99.7 New Paved arking Area ' 99.4 - FLS Existing Rock Garden HYDRANT 0 • - .. .. 099.7 - 0- __ — — 99.4 100.07 100.0 S 89 75'49' W 99.9 98.6 PROPERTY LI ES 00 25 'u q 1uu leo 456 SITE PLAN Scale t' = 10' cc I I I I I I I I I I I I I I C9 I Y T 4t1 LD Q ¢ Z Y (q U Ckf /fa r l Irl N < U _INE c mo mo DD W N N N J J J< W w Q r � W N a U m o 2 Q 0 N N n J M M � x o HANDICAPPED SIDEWALK RAMP N O g Islonds 0- :2-1 C3 L, > Z Q A G4 J ::D � U � Y ¢ d U A J ¢ LJ Z O U � > Li ZZ z A C3 Q _ LEGAL DESCRIPTION CL Q F- LOT B4 MADISON PROFESSIONAL < o W PARK, SUBDIVISION LD (4 1--- Ca X H ¢ LJ n Q E � SPOT ELEVATION LEGEND SHEET NO. 0M. NEW ELEVATION 99.4 EXISTING ELEVATION (ITALICS) OF 11 GRADE :0 6' 9' 9' zo FOUNDATION PLAN Scab VP = P-0' TOP CONC. 9' j j 101.67 RETAINING WALL NEAR MAIN ENTRY FOOTDIG DEPTH VARIES Sole V8'=1'-0' TO MATCH SLOPE OF ROCK 5/8' ANCHOR BOLTS AT 30' O.C. EXTEND N THROUGH FLOOR SL IMBED 8' minimum in s wall concrete, FOUNDATION SECTION FOOTING DEPTH VARIES Scale 1/2'= 1'-0' TO MATCH SLOPE OF ROCK FOUND, WALL 12'x 12' Piers 4 places V zo F-4' x 8' MIN. FOOTINGS �FOU'1NDATION @ T BAF LMENI ENTRY SCALE W' = P-0' Existing Grade Estimated TOP CONC. 101,67 FLOOR SLAB 2' OVER FOOTING � It 4' FOOTING DEPTH VARIES TO MATCH WALL SECTION BB ROCK SLOPE 1/2'= 1'-0' LOCATE TOP OF RETAINING VALL AT SAIF ELEVATION u FOFmATIO1 VALL DLPECTLT EAST RETAINING WALL AT WEST WALL FOOTING DEPTH VARIES kale 18'=1'-0' TO MATCH SLOPE OF ROCK Estimated Rock Line 4'-7' 4'-4' '-10' FLOOR DROP WALL SLAB @ DOOR, SLAB TO EXTEND OVER l ` Y SI g © 1`l FOUNDATION @ Y N NIKY kale VI' = 1'-0 WEST WALL OF FOUNDATION TO XAO�1 SOFTH £ VARIES kale 18'-1'-0' TOP CONC. 101.67 TOOTING DEPTH VARIES TO MATCH SLOPE OF ROCK Top of Concrete 100.5 NORTH WALL OF FOUNDATION Scale 18' - l'-0' Grade Vj CA W I� Q Z i U Q Q U CY SHEET NO. F\ -001 Grade Estimated Rock Line Top of Concrete T 100.5 SOUTH WALL OF FOUNDATION I FITTING DEPTH VARIES Scot. VD'=F TO MATCH SLOPE OF ROCK FOUNDATION SECTION TO FOOTINGSLOPE VVARISK kale VD'=1'-D' EAST FOUNDATION WALLS e NE&SE CORNERS FOOTING DEPTH VARUS ScaleTO HATCH SLOPE OF ROCK 4' CONC. SLAB ELEVATION 92.33 TOP CONC. 101.67 PUTTING DEPTH VARIES TO MATCH SLOPE OF RICK EAST FOUNDATION WALLS N&S OF ENTRY kat. VB' = 1'4 EXISTING GRADE ROCK LINE ESTIMATED Z C] is L7 Z Q Q PC J Z:) U M e T Q Q d U A J W Q � Z 0 rn � > w� Q q �Q F CL O� ti� w 9:1x Ee Q W ra M: O� SHEET NO. MAIN FLOOR PLAN kale IM - V4 j > > P W P Q Z Y i m A U Q' Z O H IOFI SHEET NO, Top of Concrete - FoundationElevat 100.5 BASEMENT FLOOR PLAN scale M = ea r t;j w w ci H N Q Z Y i C7 q U K ME ■ OF; SHEET NO. 4' 2' 44' l4' 3' 81- 0' 9'-T 6' 6' ' d s` m 4 4� 4' 4 4n Hnrtq rest 4 4 a 4' e 4 3/4' 2 5' a 4'-9 3/4' '-314 1l' 8' n Basement Finish c? ENG m Floor Eley.92.33 / `3" call, Mi 4 t RO c 4 3 45' i '-Id 7/16' 3/4' Unfinished II N Storage Area ReCeptio 6 3/4' Consultation 3' 6 7' ��B, t estibule _ &ove o , R ,VQ Yall Cu F ce Waiting 1 Yatsr a yAW p sof system N m 1 a o Amf DMe Aiemlk to 1 itrwt SWs b Sbeet � 14' B' 12' 8' 13'-3' 9' '- /2' 79'-1/2' BASEMENT FLOOR PLAN scale M = ea r t;j w w ci H N Q Z Y i C7 q U K ME ■ OF; SHEET NO. Ha; D TYPICAL ROAR FRAMING MATERIAL DEEP AND 1 I2' VIDE FLOOR FRAMING E LSL AT RAKE VALLS MICROLAM BEAMS SIZE TO BE DETERMINED DOUBLE LSL OVER BASEMENT BEARING VALLS DOUBLE LSL AT RAKE VALLS DOUBLE LSL OVER BASEMENT BEARING VALLS MICROLAM BEAMS SIZE TO BE DETERMINED TRAND (LSL) [CAL AROUND R SILLS AND ENT SBEARING D 7/B' VALLS O.C. ROOF FRAMING sate 1/8' = 1'-0' ATLOOKERS e r D.C. SCISSOR TRUSESS R 24' OC Z C7 N L7 i Z q A W J � � Y J Q Q d U A J W Q � Z C7 N N i W = Q CL 2 Q Z � 0� O l7 .. Ltil F X Q E � SHEET NO,