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HomeMy WebLinkAboutLocation Map of AC/Heating Units .1 IN STREET t/S.R #234) - - PROPOSED LEGEND: GENERAL LAYOUT NOTES N. Line, S.W.1/T, SeC.25-T18N-R3E _ ,MA. - _ . -.-\.-. -.-.- - - - - - - - PROPOSED HEAVY DUTY PAVEMENT 1. THE CONTRACTOR SHALL A CHECK EXISTING GRADES.CIES T DIMENSIONS.AND INVERTS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE OWNER'S _ �.Yn �1� REPRESENTATIVE PRIOR TO BEGINNING WORK. --_- `I9°0 J'38 W PROPOSED LOUT DUTY PAVEMENT 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING ®UTILITIES,INCLUDING IRRIGATION ONES. TAKE CARE TO PROTECT UTILITIES PROPOSED CONCRETE PAVEMENT THAT ARE ID REMAIN.RELOCATE EXISTING UTILITIES AS INDICATED.OR AS a8 NECESSARY FOR CONSTRUCTION. NORTH ST PROPOSED STORM SEWER UNE 3. PROVIDE A SMOOTH TRARSTNR BETWEEN DOSING PAVEMENT AND NEW j PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. U SAN- PROPOSED SANITARY UNE INSTALL ALL 1J11LITIE5,INCLUDING IRRIGATOR SIEVING,PRIOR TO Drainage ski INSTALLATION OF PAVED SURFACES. Rim Elev.=831.7'' PROPOSED ELECTRIC UNE U F K. RCP=B23.37, 4. SITE WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH TO 11 U \J(/"�� S1 W PROPOSED WATER UNE ALL SURFACES, SITE WORK CONCRETE SHALL BE CLASS A(4,000 PSI O //�� Guru Inlet \ /�.�+ I O AYA 28 DAYS)UNLESS OTHERWISE NOTED. V/ W PROPOSED LIGHT PONE E./W.15'PCP=3w,?8'\` / / -_-- _ U N PROPOSED FIRE DEPT.CONNECTION. 5. ALL DAMAGE TO EXISTING PAVEMENTH TO REMAIN WHICH RESULTS FROM U FIRE HYDRANT,WATER VALVE THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE __- MATERIALS AT THE CONTRACTOR'S EXPENSE. t3 • ;,_-,-,_-. PROPOSED ELECTRICAL PULL BOO 6. SITE DIMENSIONS SHOWN ARE TO THE FACE OF CURB.OR EDGE OF Fqi 0 • ® PROPOSED ELECTRIC TRANSFORMER PAVEMENT UNLESS OTHERWISE NOTED. g \ I) / a 1 1- I T,I�\ '� ® PROPOSED AIR CONDITIONER UNIT 7. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD DRAWINGS MATgR.�.WALK WID!)1 ON THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION TO THE o OWNER AND/OR OWNER'S REPRESENTATIVE UPON COMPLETON, o T $n J B. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND q s 4 o. j I I LOCATIONS OF UTIUTY SERVICE ENTRY LOCATIONS AND PRECISE BUILDING , _ O a BIA/I: .,1• ' DIMENSIONS. 1 U c dT- d 7 8 V 9. 1H15 511E LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE �- 5 - ___ BIKE PARKING FOUR I ' CONSTRUCTION IN ACCORDANCE WITH THE TOWN OF FORTVILLE AND Will 1 q c m 4 BICYCLES HANCOCK COUNTY.NO CHANCES TO THE SITE LAYOUT ARE ALLOWED tl A I. 12 9 12D� R �.22' 8.0J' () SITE KEY NOTES: WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO 1 q 'C R EX.RIGHT-OF-WAY 1O PERNEABEE PA SEE DETAIL ON-SHEET C301. P (`'�� Q __ 1 THE FOE LAYOUT WITHOUT APPROVAL IS SOLELY THE RESPONSIBILITY OF ♦ \ I THE CONTRACTOR. CHANGES INCLUDE BUT ARE NOT UNITED TO, \ 0 e 2 CONCRETE SIDEIYALR;SEE DETAIL ON SHEET C800. ,k u ,� Fi O INCREASED IMPERVIOUS PAVEMENT.ADDITION/DELETION OF PARIRINc • �4 - - \}�, H ( SPACES,MOVEMENT OF CURB UNE.,CHANGES TO DRAINAGE STRUCTURES tD Tt SL T I I O3 A111 ACCESSIBLE RNAP;SEE DETAIL SHEET CB00. AND PATTERNS.LANDSCAPING.ETC. W n I 0 I p - OF CARMEL STANDARD DETAIL, MAX.FRONT YARD SETBACK t 1 O SEE DETNONPSHEET MOO. ADDITIONAL CITY OF CARMEL NOTES: °d J ------ 1. NO EARTH DISTURBING ACOMTY MAY COMMENCE WITHOUT AN APPROVED i n (1 Iy�+� OS CONCRETE SIDEWALK IN ROW-CLOY OF CARMEL STANDARD STORNWATER MANAGEMENT PERMIT. p �A /`-' (1 (� DETAIL;SEE DETAIL ON SHEET CBOt. U ^ `(\ © CONCRETE ROLL CURB&GLITTER IN ROW-CITY OF CARMEL 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY l� I STANDARD DETAIL;SEE DETAIL ON SHEET C1301. SHALL CONFORM TO THE REQUIREMENTS OF THE DEPT.OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPT.OF ENGINEERING TO El.l Q 3 7 LAP JOINT:SEE DETAIL ON SHEET C800. SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPT. I. O CONSTRUCTION REQUIREMENTS,STAFF NOTIFICATION REQUIRDMENTS, 1 x REQUIRED INSPECTORS FOR CERTAIN STAGES OF WORK MID TO REVIEW > CI) Z i C9� 1 O O BUILDING CONCRETE STOOP;REFER TO'A'SERIES PLANS. THE AUTHORITY OF THE DEPT.AS IT RELATES TO WORK WITHIN THE - W Q I UNIT 2 UNIT 3 ! FFF 1 In EXISTING AND PROPOSED CITY RIGHT-OF-WAY. ' O9 LOW PLANTER WALL;REFER TO'A'SERIES PLANS. Q () I F.F.E.=836.85 F.F.E.=838.15 1 I3. NEW CONCRETE CURBS IN RIGHT-OF-WAY SHALL CONFORM TO THE CITY 4.88' 5.00' 11.5E I (3 CONCRETE STEPS:REFER TO'A'SERIES PLANS OF CARMEL STANDARDS DETAILS.COORDINATE ALL WORK IN Z l ' + _ e_ RIGHT-OF-WAY WITH THE CITY ENGINEERING DEPT. CONTRACTOR TO J j J L.. - I g ©1 CONCRETE APRON W/DEPRESSED CURB-CITY OF CARMEL VERIFY IF THERE IS AN EXISTING UNDERDRNN(55D)UNDER THE CURB `. TW- j II Lj - �!Y STANDARD DETAIL:SEEDETAIL ON C800 ALONG RANGEUNE ROAD.IF THERE IS AN EXISTING SSD,CONTRACTOR R, • uGITI I� _ - TO INSTALL S50 AND RECONNECT. LL r II Il ;I w ,. N 3 ., I -+- ._-�+�I� i d �� I SITE DATA: W~ u t } . �I 3 --.._. I PROPERTY DATA: •l1N �- I�y` ( F I V/ I z III€ Li_..... .:_........_._ r __\"._ , .. 11.1a' SITE AREA. 30.42(18,295.2 SF) v G /'�'V e 1 I DISTURBED AREA t0.42(18.295.2 SE) op O� I IL l .,,: p SETBACKS d Lf UNIT 1 ;. It i �; NORTH, 0 FT.PER C2 ZONING,MNNS REE DISTRICT SUB-AREA' o y g9y,,+.W�.A iI (I1` I j t1 1 jTrA*•y(j�4 � I ( SOUTH: 0 F7.PER C2 ZONING,MNNSTREET DISTRICT SUB-AREA' I W F.F.E.=Ei36.00 I F.F.E. C 50 UNIT 4EAST �Ii I I II � r C E .. w _ L• ! F.F.E.=839.65 WEST: 0 FT.PER C2 ZONING. NSTREET DISTRICT SUB-AREA PER C2 NC,MNNSTRET:T DISTRICT SUB AREA ZONING,MN ZONING DATA: • - I I ._ 1I E.ZONING DISTRICT R-2 tj (1 I {,'. .. t t• uSE. FNGLE FAMILY DWEwNc �•- I i' YI I 3 PROPOSED USE: MULTI-FAMILY RESIDENTIAL I- I• L - ._. O ADJACENT ZONING CLASSIFICATIONS. O j NORTH R-2 RESIDENTIAL SOUTH R-2 RESIDENTIAL Z 1 EAST R-2 RESIDENTIAL ;,... (� l./+ © O WEF R-2 RESIDENML Q Q �`" } E BUILDING DATA. LZ �© I Im A_ •©O. / GARAGE. © I 1ST LOORBUILDING FOOTPRINT AREA: 6.RBR SF Li Sewer-- O \ s _ \� =836.65 i 3 r I I I I I I F.F.E.D TOTAL: 10,782 SF ~ 4 I REQUIRED PARKING DATA: N � QQ I RESIDENTIAL 1.5 SPACES/DWELLNG UNITR. .829.86 �I g I I I I I I I I D O 4 UNITS 8 SPACES < H 1r,1\/p`]''y��/T/1)�J1 PROPOSED PARKING DATA. Ey\,/\) V TONMNOMES. '' 11 STANDARD PARKING.: 2 SPACES/UNIT • TOTAL PROPOSED PARKING: 8 SPACES # DESCRIPTOR DATE • ,- TOTAL NEW BIKE SPACES: 4 BIKES I'� • LOT COVERAGE DATA: �1 LOT AREA 18,295.2 SF - / j a I PROPOSED COVERAGE: I0,O53 SF (54.95[) �/ I e ~ o TOPOGRAPHIC NOTE: =� I.o E ll ® �'As 24" -0K / 1RANSFORmER I THE TOPOGRAPHIC DATA WAS GATHERED USNG STANDARD RADIAL SURCANG TECHNIQUES WITH AN ELECTRONIC TOTAL STATION PAD DATA COLLECTOR. "' E 3 ELEVATIONS ON HARD SURFACES OR STRUCTURES ARE ACCURATE TO WITHIN 0.05 24"BEECH ' I FEET,ELEVATIONS ON NATURAL SURFACES ARE ACCURATE TO WITHIN 0.1 FEET. APPROVAL PENDING T.A"MAPLE CONTOURS ARE PLOTTED BASED UPON INTERPOLATION OF SPOT ELEVATORS III, I 3 SHOWN HEREON AND ARE ACCURATE TO GENERALLY WIHIN ONE HALF THE NOT FOR CONSTRUCTION CONTOUR INTERVAL. LL P4444NN C RyIWi ORIGINATING BENCHMARK ESTABLISHED YATH TRIMBLE CAPS SURVEY GRADE Z Q.O, '/YGAi; �!I 'S.OE' S.O' EQUIPMENT AND INDIANA COBS NETWORK. o I HTTP://INCCRSIN.GOV/DEFAULT.ASPX t *Q ENO TP4 I !. / PROPERTY UNE EXTD10 CONCRETE VAX HOR20NTAL DATUM VERTICAL DATUM=N INDIANA STATE PLANE EAST ZONE _ •; STATE F8 STATE OF li 21 �i�s ( • . >Y MAC NAIL SET IN CCNCREIE WALK,APPROX,21'E.OF SHERMAN DR.CENTERLINE ,AA1511 1 N II ( f 4 40'S OF MAN ST.CENTERLINE ELEV.=833.1i' Ro1u,C Hwd 1011 71 2 018 w I 'd 83A�R'WTH CAP(MILLER)FOUND AT THE NW CORNER OF IFE SUBJECT PARCEL TAG SUBMITTAL N 2 • 14 ELEV.=838.B7 0 �1' I ,- / FLOOD NOTE: OCT I"), 2018 K THE PROPERTY IS LOCATED WITHIN ZONE X,AREAS OUTSIDE OF 500-YEAR - U rCOMUNTTY PANEL NO. A1��- FLOODPLNN(NO SHADING)AS SAID PROPERTY PLOTS BY SCALE ON FOR MIWIILTON COUNTY.IINODNNA 2DATED NO857C007G OF VEMBER 19,E FLOOD1201RNSUNRLE RATE W1P5 I s4 -eol a REFERENCE: DISCLAIMER: FASTING BOUNDARY SURVEY AND TOPOGRAPHY PREPARED BY SRIOR TO O E EXCAVATION FOR LOCATUNDEIONS (HORIZONTAL UTILITIES.AIND CONTRACTOR /� O O SEA GROUP LAND SURVEYORS.CARMEL,IN.PHONE:(317) SHALL EXPOSE AND VERIFYDILOCATORS UNITED TO A,WATER.MID RNLI OF ALL // 844-3333 DATED 07-19-2018. SCALE IN FEET ammoresishma SANITARY SEWER.EXISTING UTIUTIES IANYUCCONFLICTS SHALL BEREPORTEDT MMFDIATELY 70 PROJ.NO.C18-4143 CONTOUR INTERVAL,1 FT. 0 10' 20' IMAW1119.• THE ENGINEER AND THE APPROPRIATE AUTHORITIES. 2