HomeMy WebLinkAboutC2.1 Site PlanSITE NOTES
1 _ 1. SITE INFORMATION WAS TAKEN FROM KEELER-WEBS ASS.. DATED JANUARY 17. 2017. IT IS THE
ALTERNATE NO. 1 I S i �� / / ` ` CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SITE CONDITIONS PRIOR TO STARTING WORK.
\\ t 1V We CONCRETE W K / E / `\ 30 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND
11E5r(` SEE DETAIL 3/CS2 qF / S / APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND /OR STATE AGENCIES PRIOR TO
ADA RAMP BE II wF,STARTING CONSTRUCTION.
�(4O ^p By� DETAIL SHEET CS / / / AD E' ME 1 THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL WATER COMPANY, PROVIDE ALL MATERIALS
iA i C' S AND LABOR, AND PAY ALL COSTS NOT BORNE BY THE LOCAL WATER COMPANY TO PROVIDE ANY NEW
\\ O Sj P i / WATER SERVICE.
d. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL GAS COMPANY, PROVIDE ALL MATERIALS AND
u \ P /
\1\ \\ \ 1� C .T l / LABOR, AND PAT ALL COSTS NOT BORNE BY THE LOCAL M$ COMPANY TO PROVIDE ANY NEW CAS
ACCESS \Y VIM,% F / / ADA RPHEETCMP SEE SERVICE.
P DETAILSHEET5. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY, PROVIDE ALL MATERIALS
\ \\ \\ POINT NO \ WP\T, p' T PROPOSED SITE PLAN AND LABOR, AND PAT ALL COSTS AND FEES NOT BORNE BY THE LOCAL POWER COMPANY i0 PROVIDE
\\ \\ \ \ > 3ERc\PtE CREW ' £ / • 121 X5 CONCRETE NO 1E
WESTON POINLE ANT NEW UNDERGROUND ELECTRICAL SERVICE.
PL GON G5� SEE
WALK 6. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE COMPANY, AND SHALL PROVIDE
SEE DETAIL 3/C5.2 SECTION ONE GRAPHIC SCALE ALL LIBOR AND MATERIALS REQUIRED WHICH APE NOT BORNE BY THE TELEPHONE COMPANY i0 PROVIDE
30' R.D.F.u. _ INSTR. No. 2004-67374 a en m 20 y ANT NEW TELEPHONE SERVICE.
I�STR_20U4fi]. 4 �I 7. UNDERGROUND WATER MAIN EXTENSION SERVICE SHALL BE INCOMPLIANCE WITH CARMEL UTILITY STANARDS.
\\ N \ 3p' R O C. P.C. 3, SLIDE 4$9 8. THE INCOMING WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM OF 54" OF COVER.
ZONED B2Ic I Ac U E. 9. ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST APPLICABLE
US 421 OVERLAY ' I ' I_ _ _ _ CODES AND TO EACH UTILITY'S AND/OR CINS STANDARDS.
( IN FEET ) 10. USE COMPACTED GRANULAR FILL WHEN UTILITY LINES ARE PLACED UNDER WALKS AND DRIVEWAYS.
_ �' I TYPE G ADA RAMP SEE it. SOIL BORINGS HAVE BEEN PERFORMED AT THIS TIME. PAVEMENT DESIGN IS BASED ON A SOIL BEARING
ROE&U.E 1 inch = 30 fL
\\ " E O _ _ DETAIL SHEET C53 PRESSURE OF S FOR
P.S.I.
0.6 - 13. PROVIDE SLEEKS FOR MECHANICAL WORK AS REQUIRED.
\ \\ \\ � ZONED B2 &
\\ / IU.I R/ 13. AREAS ENGINEER AT LEAST I DAY (S. HOURS) PRIOR TO PLACING ANY CONCRETE.
\ \\ 66 SY ('00"E US 421 OVERLAY td. AREAS BETWEEN CURBING, SIDEWALKS, PAVING AND BUILDING SHALL BE FILLED WITH d" OF TOPSOIL
a66R3'(M & R) SUITABLE FOR LANDSCAPING.
O Q 16. SEE EDGE PAVEMENT
FOR SANITARY SEWER LITERAL OTHERWISE
AND REQUIREMENTS.
T\\
.S89°49'00"E 404.33 M & R) O17. A L EDGE OF PAVEMENT RADn ARE 5 FEET UNLESS NON HE NOTED.
15' NON-EXCLUSIVE UTILITY EASE ENT IFP FP FP FP }q=-BUFFER Y 17. IF ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, LHE ENGINEER SHALL BE
ARB�\ADVISED BEFORE WORK IS CONTINUED.
FAVOROF 1NllLANA BELL TELEPHONc COMPANY �5' UILDII G SET�Br CN LIN7-- `l T_ E 18. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERA➢ONS SHALL BE
Z'F F o. .-3 - - \ REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE
UTILITY COMPANY ANp THE ENGINEER.
I50'�a I WEST N-MCHIGAN REALTY, LLC �`�sCONCRETE NOTES
\\ TYPE H ADA RAMP 5 ZONEDN15 ONOUS"W \- 1. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE": COMPLY WITH APPLICABLE PROVISIONS
3.36(M & ED • A CA�[NETS POR I STR. NO, 2016-5554Q QP AOR1JE w % E CURB PYP.) THE VILLAGE ATCOMMU CATIONS Q,�27 AC.+- ADO SIN TSEEDET ILEFOR STRAIGHT WE$TO1N PI"tiCE 2. EMPLOY ACCEPEXCEPT AS TTABLEISESTINGG LAWRATORY TO PERFORM MATERIALS EVALUATION. TESTING AND DESIGN OF
E UIPMENT qP < I I I I I .''o CONCR E CURB ON C53 V CONCRETE M1xE5.
O 1 A SECTION ONE 1 PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWSI5 TREE R Ni PERMIT IN PAV ROF PUBLIi\ ,FP 3D'-8"DMCTILE IRON CAPPED AIR CONTENT ASTM C 173. ONE FOR EACH SET OP COMPRESSIVE STRENGTH SPECIMENS, 6% MINIMUM ON
INSTR. No. 95-37317
a
NOIANA 1 AL N THN
SERVICE Ob1 A PI O G EACH EN FOR FUTURE FIRE
W qq ALL CONCRETE E%POSED LO FREEZING OR THAWING. COMPRESSIVE STRENGTH ASTM C 39, ONE SEi OF
um1lYL 'LENTnDTHE wrsT TINE oSERVICE (IN STALL MIN. 18" P.C. 1, SLIDE 559 EACH SO CU. YDS. OR FRACTION THEREOF EACH CLASS OF CONCRETE: ONE SPECIMEN TESTED AT 7 DAYSALESTA11, O.R\137, Pc.320,.E<BELOW ST MSEWER) ONE SPECIMEN TESTED AT 28 DAYS. AND ONE RETAINED FOR LATER iESRNG IF REQUIRED. WHEN THE
\TOTAL OUMRITY OF GIVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YDS. STRENGTH TESTS MAY BE
PROPOSED 0 0' I 0rr ADA SI 9 (21 LONG RM BIKE WAIVED BT ENGINEER IF FIELD EXPERIENCE INDICATES EVIDENCE OF SATISFACTORY STRENGTH, TEST
SANI MY SEW'� p�T\It 9/C5.2 m PARKING NGING BIKE RESULTS WILL BE REPORTED IN WRITING TO ENGINEER OR GENERAL CONTRACTOR. CONTACT THE
E EMENT\CO 02Gp I 1 TYPE K ADA RAMP \ / RACK SEE TAIL ON SHEET CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ARE MODE.
\ \ S SIGN EASEMIT 00 O S� II�01 o SEE DETAILSHffrC Y L2 d. CONCRETE FOR PAVEMENT, FOUNDATION, SUBS, WALKS, PATIOS, AND CURES SHALL HAVE A 28 MY
INSTR. No. 9 B' Ion $a 1 q g \ COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PS1 FOR ALL EXTERIOR POURED CONCRETE.
\ ALTERNATE N\j,3 2004-7SE40 +� O Iii�i .o � 5. MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS, JOB CONDITIONS, WEATHER, TEST RESULTS
14 e x \ OR OTHER CIRCUMSTANCES WARRANT. C NOT USE REVISED CONCRETE MIXES UNTIL SUBMITTED TO AND
\ REQUIRED
$PACESI PARKI\,\$ \ IIZOI > 80 \ ACCEPTED BY ENGINEER.
\ REQUIRED FO ENANi PARKI \ a JJJ r 1L�m 1 6. PORTWJD CEMENT ASTM C 150. TYPE AS REQUIRED.
4 • \ \ � • r Ig D N '% q z\ 7. ASTM C 33. EXCEPT LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN ACCEPTABLE TO
¢ 'I 1 I E �a"n� 1 s EXISIIN FENCE ENGINEER. USED EVENLY MIXED SIZES OF AGGREGATE UP TO %" MINIMUM SIZE.
O \\ CP° \ I 1 vgi° y U BIG
O 8. WATER: DRINKABLE
\\ @ Q i II>,y O \ed RETAIL BUILDING 9. AIR -ENTRAINING ADMIXTURE: ASTM C 260.
13,8725q.ff. \ \ 10. WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. ONLY USE
ADMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS.
F.F.E. 4' g m\ 11. PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED CONCRETE
20.0're F,SeN GAG 10A' n N \ \ \ WITHOUT BOW OR DEFLECTION.
VA \8� \ 12. DEFORMED REINFORCING BARS: ASTM A 615. GRADE 60, UNLESS OTHERWISE INDICATED.
+ O ERPETUAL HI\ WAV \�\ \ \ i1 II m PO RK 0 0 P HEAVY �\PI YASPHALT 13. WELDED WIRE FABRIC: ASTM A 185.
\ EASEMI \ P\ IILt
m o� w q5� o (41 BIKE RA r0 \ SEE DETAq I/C5.2 14. JOB SITE MIXING: USE DRUM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1-1/2 MINUTES FOR
\\ CP 11 I TBp' ONE CU. TO OR SMALL CAPACITY. INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITION CU.
\ INSTR. NO. \ \ pD\ \ �YOU OR FRACTION THEREOF.
2004J]513 II °�^ 15. READY MIX CONCRETE: ASTM C 94
OSAASEMENT ER \ A" \ 1v ED. w \ 16. CONSTRUCT FORM WORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE. SHAPE,
J ALERNATEN o, \ m ALIGNMENT, ELEVATION AND POSITION.
INSTR. NO. Q \ `� y 1 6 PARKING SPACES INSTA 5'CONCREE APRON 17. CLEAN AND ADJUST FORMS PRIOR i0 CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR WET FORMS
\ 20U5-570BT AS REQUIRED FO T 1G W BE DETAIL 6/C52 AS REQUIRED. RETIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED TO ELIMINATE LEAKS.
\ \ ¢0 + 1 f Z o v q50 18. SATISFACTORY SOIL MATERIAL SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2" IN ANY
1 q PARKING REQUIREMENTS m P
1\ \I N O JJ A DIMENSION, DEBRIS. WASTE, FROZEN MATERIAL VEGETABLE AND OTHER DELETERIOUS ORGANIC MATTER. SOIL
O \ 1\ 11 p' '� ➢ II 80 DEALS/ SEE \ SHALL CONSIST NSHALL E LOW PLASTIC RTI 20) MATERIAL.
r® DETAlL 9/CS2 T 19. SUB -BASE RUSHEDMATERIAL: SHALL BE NATURALLY OR ARTIFICIALLY GRADE MIXTURE OF NATURAL OR CRUSHED
TYPE K ADA RAMP g O GRAVEL CRUSHED SCONE, CRUSHED SLAG, NATURAL OR CRUSHED SANG.
\ \ IPA® 1 SEE DETAILS .3 4 \ 20. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS.
/ 1 KO
It 21. PROTECT STRUCTURES, UTILITIES, SIDEWALKS. PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY
\ \ 11 \ II\ ^ \ AD SEE SP \'J'� \ SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED By EARTHWORK
Lt \ \ 1 III ➢p L „,I gyp ADA SIGN SEE (r AIL WC5.2 A O OPERATIONS. \B. >` h DETAIL 9/C5.2 2 21 FORM CONCRETE SUCH THAT FAVORABLE DRAINAGE OCCURS TO STORM CHAINS,
STAIRWELL DNS, AND/OR
TYPE K ADA RAMP \ 5' CONCRETE WALK/CURB PARKING LOTS. NO DRAINAGE SHOULD OCCUR TOWARDS THE FOUNDATION OF BUILDING WALLS.
SEE DETAIL SqE� `� SEE DETAIL 3/CS20 2d. y� 21 MINIMUM CONCRETE COVER SHALL BE 3_ FOR REINFORCING STEEL IN ACCORDANCE WITH (ACI 318-83).
\\
•`. \ \ 11 I \ y0 �N ADA SIGN E 2`` C ( 80- 0, \y \ WELDING. INCLUDING TACK WELDING, OF REINFORCED STEEL IS PROHIBITED. WELDING OF REINFORCING STEEL
\ 1 x c0 DETAI 9/C `iN WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ENGINEER.
O25. FOOTINGS SHALL BEAR ON UNDISTURBED MATERIAL, Y UNSUITABLE MATERIAL SHALL BE REMOVED. ALL
Jym \�\ CE p �`` AN \/ FOOTING EXCAVATIONS SHALL BE INSPECTED BY AN INDEPENDENT SOILS ENGINEER AT DIRECTION OF
GENERAL CONTRACTOR BEFORE CONCRETE IS PLACED.
__ \ 1',,\ y Cl O \ 26. SOILS EXPOSED IN THE BASES OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE PROTECTED
\ NOW OR FQRMERLY 1 - \ II' 1\ >, 10 q0• OS C \ AGAINST ANY DETRIMENTAL CHANGE IN CONDITIONS SUCH AS DISTURBANCE, RAN OR FREEZING. SURFACE
STATE OF INDIANA i 17 -\_ I\ r1 \ 0 RK1 Li 2T PROVIDE CORUNOFF NSTRUCTION. 150UTIONL NOT BE ALLOWED TANDNTER THE CONTROL JOINTST AS INDICATED ON CIVIL OR STRUCTURAL SHEETS.
o EJSTR. No.200-6882 1 21II0' \\II� L\ '\� 8 I \P
RE-RECORD DPER I L \ \\ I` S pPRK IVPEG RAMP _� \ ,yN \ 28. ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT BROOM FINISH EXCEPT FOR FLOOR SLABS WHICH
\ INSTR. No.2 69568 �'- \ SEE DETAIL SHE ^� RIVE TN SHALL HAVE A STEEL TROWEL FINISH PER NOTES AND DETAILS ON STRUCTURAL OR ARCHITECTURAL SHEETS.
'• \ (HATCHED A TEA) \ \\ \ - C 1r \ \ PSpTPC/ � \ % \ 29. THE CAPPONTRACTOR C SHALL PROVIDE SPECIFICATIONS AND MANUFACTURERS DATA FOR CONCRETE STALER JOINT
` \O FILLER, AND CURING COMPOUND FOR ALL FLOOR SUBS, i0 THE ENGINEER PRIOR TO INSTALLATION FOR
C SCONCRATE WALK 1 r\� L.
(21 LONG TERM B IKE ``\\ 9 30. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF SUBGRADE
SFONCRI EWALK \ \ (4) NINE RACK SEE PARKING HANGING BIKE G \ \ CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL
\\ 1200 \ DETAIL8/C5.2 RACK SEE DETAIL ON SHE "p' J O SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE COMPACTED SUBGRAOE AND MEET THE
ZONED B3& \ \ \\ w C p .m / y / \ �' / SUBGRADE COMPACTIONS REQUIREMENTS. THE SUBGRADE SHALL BE SHAPED TO THE TRUE LINES AND
US 421 OVERLAY \ 'O ` 2\ r RESTAURANT R \TUG � \ GRADE AS SHOWN ON THE PLANS.
\\ i Ij,\ \ \n \ / ' 31, THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY AASHTO METHOD
p GROUND MOUN CENTER N. THE �� jf Z ` P \r $,I $I SQ.ff. O q($ E TRASH NCLOSUBE SEE ARCHITECTURAL \ T-99'
SIGN WILL BE LONGx2'VA F.F.E.=904.50' 1' -NGSF NOF BUILDING 32. HE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY AT THE DIRECTION
TALL ILDING MATERIAL \ \\ '^ c / ,AV6 \ THE
THE GENERAL CONTRACTOR FOR UNIFORM SMOOTHNESS, DENSITY AND GRADE.
OR DESIG
\ 1 L v m 44$$ / Y \ fAIEB @LSdCO�OR TO MATCH \
AND COLOR) INTARNALLY UT LETTERS \ ` \ \ O ' v / BUILDING. SEE ALLSdbETAILI\//C\55"".2 \ ITY AR PART i F RI TVAIH A SIGN AREA <75 SQFT. ^ \\
L
m T yE r aI. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHDVi Pf1 APPROVED STORM WATER MANAGEMENT PERMIT.
o - � \\ \ l� sff DfruL FOR GHr'i1R\\`'yTCONC��CUR� Si/ 2. ALL PAVING WITHIN LHE E%ISTING ANG PROPOSED CITY RIGH-OF-WAY SHALL CONFORM TO THE REQUIREMENT$
U g z0.OF THE DEPARTMENT E ENGINEERING. LHE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING i0
i\ \ p` V\\ 9� \\ SCHEDULE A PRE -CONSTRUCTION MEETING TO REVEW THE DEPARTMENT'S CONSTRICTION REQUIREMENTS, STAFF
LEGEND AC �\ O \ N 1 p ` P\\ % 0 \ NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
^T Z \\ C C � `° \ AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
PROPOSED F.O.c. o cA �• 0 _
r' r V " ovvFF
♦ Iin A N gg G� 2VA ---- 3, DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORE/REPARED TO THE SATISFACTION OF THE Cltt AT
DQ PROPOSED WATER vavE V 'f.. yA A O V -lyVA /� / THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH
.O 1 .J. \ \ / THE CIO WAY. i0 THE START OF CONSTRUCTION i0 DOCUMENT THE EXISTING CONDITION OF THE
\ G (+3 4 \ G ` m ¢p \ T \\`�// w.e/// \ \ N \\/ RIGHT -OF -RAT.
PROPOSED RLV. O /--I \ ` G \\ /^ L 4 UTILITY LOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
CONSTRUCTION LIMITS RETENTION POND EASEMENT 0. RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN CONFLICT WITH PROPOSED DEVELOPMENT SHALL
INSTR. No. 2004-78540 CY \ BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO
T UNDERGROUND TELECOMM. A ,y INCH \ •� ` G 1 BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
c uNOERGRWNO GAS ,• \ M \ A- \ \ „pq ` lito, \ 5. ALL Ex15T1NC PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
•. O A \ 0 LT •� \N DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
E UNDERGROUND ELECTRIC ` PSp 1N0 \ = DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMODATE
P PRK PAVEMENT WIDENING. AUXILRY LANES, MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE
W UNDERGROUND WATER LINE \ N 9590 \ 1 p NP ZONED B2 & / \ \ \ PROPERTY OR THE ROADWAY. THE COST i0 IMPROVE OR REPLACE ANY DRAAAGE STRUCTURES AND BRIDGES
LA
NEjUS/21 OVERLAY Is SHALL BE BORNE BY THE DEVELOPER. THIS ONLY APPLIES TO CARMEL R/W (WESTON POINTE DRIVE WHICH IS
UNDERGROUND �PERTY of RS�TURM LINE
p \ ?. \\ , I $'CONCRETE WALK POND O SF,tOPCW LINE PHTD SL FORMERLY \. \ \ NOT ADJACENT TO THIS PROPERTY). THIS DOES NOT APPLY i0 THE PRIVATE DRIVE OR US d21.
SEE DETAIL 3/5.2 1
\ \\ X, M \ y0 o' 11, I UIEOIN INSTR. No. 2005-69773 I \ SITE DATA
CENTERLINE LOT AREA 4.027i AC.
SEWER EASEMENT AS 9 ti I \ DISTURBED AREA 2.37} AC.
SETBACK LINE , \ \1 '•d M'8 \ T 1 ' INSTR. No. RT \ HOLEY A40LEY SAYS IMPERVIOUS AREA PERCENTAGE 57.4 %
D=3°o9'27" \ xFr� i 2005-57085 ti FMB IMPERVIOUS AREA 2.31t AC.
EASEMENT �• \ \ R=1713]91 (M) \ T2�M y,\ �• 0 R39g5 I \ ++ TOTAL BUILDING AREA
• PROPERTY CORNER MONUMENT PERPETUALHIG \ R=1728WV(M) gTy v 1 J�O NCO°3R A� ZONEDOVERLAY / DICE SAFELY" RETAIL 13,872 Sq.F1. EASEMENT± LrFDL12'(M) \\ YUS 421
®� srowu INLETS INSTR. No. ' ", \ \ \ L=94a.1z' (R) \\ - 1 �, X / RESTAURANT 5,1 0 O'
2004-77513 O \ T=4]2.34' ,A \ 0 TOTAL 19,120 SO'
OH �� unum POLE \ \ \\ PSe PARKING REQUIRED
\ \\ 4 LT P RETENTION POND EASEMENT j1- <E
IN UTILITY PEDESTAL \ `S IP„� INSTR. No. 20D4ax54n / \\ • RETAIL 1/2005q.Ft. 69
\ 1^ ALTERNATE NO.20 / RESTURANT 140 SEATS 56
ELECTRIC BOX/RISERrm
\ \\ \ G� Y ]PARKING SPACES INSTALL / / / 8 EMPLOYEES $
O \\ C' i AS REQUIRED FOR TENANT \\
- / / PROPOSED
PARKING SPACES 133
5
aiERW.iE N0. I CONCRETE SIDEWALK OUT90E PROPERTY \\\\ \ \1\ \Y+u � \ \ PARKING REQUIREMENTS \\\ PROPOSED ADA 5
37
ALTERNATE NO. 3 & 3 PROPOSED ASPHALT PARKING '. ^ \\ N i 8° 1 1 $"W \\ \ \ \6 PROPOSED SPACE 142
�, / e+\\\ PROPOSED TOTALS 142
RELEASED FOR CONSTRUCTION D=3'1142` \\\ 43.00' (t� & R) \ \ \ \ \ \ / / % \\ "IT'S THE LAW" ZONED B2 US 421 ZONING REQUIREMENTS
FRONT BUILDING SETBACK 15' - 120'
R 17187 91' (M Ce R) A• AA C4L[ I Wtl.4pA0 (M9 BEFORE MU 02
�95s.as (M & R) • ' \ \\ P O.B. 4.027 Ac. \ / _ SIDE SETBACK 15'
Subject to compliance with all regulations TLt793S \ \\ \\ \ p \ \ / - / / \\� \�\ %Gaut rat FREE i REAR SETBACK 50'
of State and local Codes +L. o \\ \\ \ \ p \ \ \ \ ' PER INDIANA STATE LAW Ice-1-26. FRONT BUFFER YARD 30'
OP.. •\ \ \ / \\ IT IS AGAINST THE LAW TO EXCAVATE
City Of Camel t \\ 4 \ \\ WITHOUT NOTIttING THE UNDERGROUND S1DE BUFFER YARD 10'
h� \` LOCATION SERVICE TWO i WORKING
n 1 '. /\�f\It \ \1 \ \\ \ + I� YL It \ \ \\ DAYS BEFORE COMMENCING WORK. REAR BUFFER YARD 30'
�iUawaa 'D^'°'- This drawingnot intended to be represented as a RovOcomenl a. or is q:nol Boundary Surrey, a Route Surrey, or o Surveyor Location Reenp.
DATE: 08/19/19
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CHECKED BY: ALD
PROJECT No.
1610-024
SHEET No.
C2e 1