HomeMy WebLinkAboutWESTONpt-MICHIGANrd-C2.1-SITESITE NOTES
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AA t � INSTR. No.20M 78MO
ALTERNATE NO. 2a
Q ELECTRICBDX/RISER \ \ \\ \ `y )/ ] PARKING SPACES INSTALL
O \\ \\ `S• ` i Y �� AS REQUIRED FOR TENANT
ALTERNATE NO. 1 CONCRETE SIDEWALK OUTSIDE PROPERTY \ \\ \ \\ PARKING REQUIREMENTS /
ALTERNATE NO. 3 & 3 PROPOSED ASPHALT PARKING 0 \\ NI 801 / 1 J W \\ \ \ u (Q• �' /D-
- - - - - - -- rnwrOrTr 1 (KISER \\�\ 43.00' (t� & R) ` \ ` \ �\ \ i \
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Subject to compliance with all regulations O \;\ -\
�of State and Local Codes It
`BLCino IT CBnne 554LL. ,. AA
DATE: \ 08/19/19
L SITE INFORMATION WAS TAKEN FROM KEELER-WEBS ASS.. DATED JANUARY 17. 2017. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY EXISTING SITE CONDITIONS PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE
OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND /OR STATE AGENCIES PRIOR TO STARTING CONSTRWBON.
3. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL WATER COMPANY, PROVIDE ALL MATERIALS AND LABOR. AND
PAY ALL COSTS NOT BORNE BY THE LOCAL WATER COMPANY TO PROVIDE ANY NEW WATER SERVICE.
4. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL CAS COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND
PAY ALL COSTS NOT BORNE BY THE LOCAL GAS COMPANY TO PROVIDE ANY NEW GAS SERVICE.
5. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY, PROVIDE ALL MATERIALS AND LABOR,
x AND PAY ALL COSTS AND FEES NOT BORNE BY THE LOCAL POWER COMPANY TO PROVIDE ANY NEW UNDERGROUND
L SERVICE.
PROPOSED SITE PLAN 6. THE ELECTRICAL CONTRACTOR SILL CONSULT WITH THE LOCAL TELEPHONE COMPANY AND SHALL PROVIDE ALL TABOR
AND MATERIALS REQUIRED WHICH ARE NOT BORNE BY THE TELEPHONE COMPANY TO PROVIDE ANY NEW TELEPHONE
SERVICE.
GRAPHIC SCALE 7. UNDERGROUND WATER MAN EXTENSION SERVICE SHALL BE INCOMPLIANCE WITH CARMEL UTILITY STMARDS.
& THE INCOMING WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM OF 54. OF COVER.
0 Ta 45 No to IN 9. ALL U71LIW SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST APPLICABLE CODES AND To
EACH UTILITY'S AND/OR CITYS STANDARDS,
10. USE COMPACTED GRANULAR FILL WHEN UTILITY LINES ARE PLACED UNDER WALKS AND DRIVEWAYS.
11. SOIL BORINGS HAVE BEEN PERFORMED AT THIS TIME. PAVEMENT DESIGN IS BASED ON A SOIL BEARING PRESSURE OF
15N P.S.I. THE CONTRACTOR SHALL OBTAIN FROM OWNER THE SOILS REPORT AND FOLLOW ALL PAVEMENT AND
( IN FE6F) PAID/FOUNDATION RECOMMENDATIONS IN THE REPORT.
1 Inch = 30 IL 12. PROVIDE SLEEVES FOR MECHANICAL. WORK AS REQUIRED.
11 NOTIFY ENGINEER AT LEAST I GAY (24 HOURS) PRIOR TO PLACING ANY CONCRETE.
14. AREAS BETWEEN CURBING. SIDEWALKS. PAVING AND BUILDING SHALL BE FILLED WITH 4. OF TOPSOIL SUITABLE FOR
LANDSCAPING.
15. SEE CTRWD STANDARDS FOR SANITARY SEWER LATERAL SPECIFICATIONS AND REQUIREMENTS.
16. ALL EDGE OF PAVEMENT RADA ARE 5 FEET UNLESS OTHERWISE NOTED.
17. IF ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE
WORK IS CONTINUED.
10, INACINE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE
(2) 6" STEEL PIPE BOLLARDS ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE UTILITY COMPANY AND THE ENGINEER.
IT -KEeETAL ]/C5.2 \
CONCRETE NOTES
ZONED 1. ALI 318. -BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE-: COMPLY WITH APPLICABLE PROVISIONS EXCEPT AS
gFIRE
ORETECURB (1YP.) THE VILLAGE AT OTHERWISE INDICATED.
DET IL FOR $BAGHi WE$TON PLACE 2. EMPLOY ACCEPTABLE TESTING LABORATORY i0 PERFORM MATERIALS EVALUATION, TESTING AND DESIGN OF CONCRETE
\ MIXES.
NCR CURB ON C53 SECTION ONE 3. PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWS:
30-A DUCTILE IRONINSTR. NO. 95-373f7 AR CONTENT ASTM C I]3. ONE FOR EACH SEi OF COMPRESSIVE STRENGTH SPECIMENS. 6% MINIMUM ON ALL
PPED CH END FOR FUTURE CONCRETE EXPOSED TO FREEZING OR THAWING. COMPRESSIVE STRENGTH ASTM C 39. ONE SET OF EACH SO CU.
SERVI E IINSTALL MIN.18" P.C. I, SLIDE 559 YTI OR FRACTION THEREOF EACH CLASS OF CONCRETE: ONE SPECIMEN TESTED AT 7 MAYS, ONE SPECIMEN TESTED
LOW STC MSEWER) AT 28 DAYS AND ONE RETAINED FOR LATER TESTING IF REQUIRED. WHEN THE TOTAL QUANTITY OF GIVEN CLASS Of
CONCRETE IS LESS THAN 50 CU. YDS. STRENGTH TESTS MAY BE WAVED BY ENGINEER IF FIELD EXPERIENCE INDICATES
(2)LONG ERM BIKE EVIDENCE Of SATISFACTORY STRENGTH. TEST RESULTS WILL BE REPORTED IN WRITING TO ENGINEER OR GENERAL
PARKING NGING BIKE CONTRACTOR. CONTACT THE CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ME WE.
RACK SEE AIL ON SHEET 4. CONCRETE FOR PAVEMENT, FOUNDATION, SLABS, WALKS PATIOS. AND CURBS SHALL HAVE A 28 MY COMPRESSNE
L2 STRENGTH OF NOT LESS THAN 4,000 PSI FOR ALL EXTERIOR POURED CONCRETE.
\ 5. MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS. JOB CONDITIONS. WEATHER, TEST RESULTS OR OTHER
CIRCUMSTANCES WARRANT. DO NOT USE REVISED CONCRETE MIXES UNTIL SUBMITTED TO AND ACCEPTED BY ENGINEER.
\ 6. PORTLAND CEMENT ASTM C ISO, TYPE AS REQUIRED.
7. ASTM C 33. EXCEPT LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER, USED
EVENLY MIXED SIZES OF AGGREGATE UP TO 'h- MINIMUM SIZE.
E%ISUN FENCE IT, WATER: DRINKABLE
9. AR -ENTRAINING ADMIXTURE: ASTM C 26o
10. WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REWIRED TO SUIT PROJECT CONDITIONS. ONLY USE ADMIXTURES
WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS.
\ 11. PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED CONCRETE WITHOUT BOW OR
DEFLECTION.
A It 12. DEFORMED REINFORCING BARS: ASTM A 615, GRADE 60. UNLESS OTHERWISE INDICATED.
13. WELDED WIRE FABRIC: ASTM A 185,
14, JOB SITE MIXING: USE DRUM TYPE HATCH MACHINE MIXER, MIXING NOT LESS THAN 1-1/2 MINUTES FOR ONE CU. YD.
HEAVY YASPHALT OR SMALL CAPACITY INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITION CU, YY OR FRACTION THEREOF.
SEE DETA I/C5 2 15, READY MIX CONCRETE ASTM C 94
I& CONSTRUCT FORM WORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT,
ELEVATION AND POSITION.
17, CLEAN AND ADJUST FORMS PRIOR 10 CONCRETE PLACEMENT, APPLY FORM RELEASE AGENTS OR WET FORMS AS
01 It REQUIRED, RETIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED TO ELIMINATE LEAKS.
mSATISFACTORY r r r T
0
18. ,OSOT, MATERIAL VEGETABLE
SHALL BE REAL 0 CLAY HOCK OR GRAVEL TIER. THAN T IN ANY DIMENSION DEERS
AWE FROZEN 420) ML VEGETABLE AND OTHER DELETERIOUS ORGANIC MATTER. S01 L CONSIST OF NONORGANIC
� 5'CONCRETE APRON W L SHAM
03 SEE DETAIL 6/CS LOW PLASTIC (PI 20J MATERIAL.
Ph m (7- 19. STONE, CRUSHED
MATERIAL: SHALL R NATURALLYUS OR ARTIFICIALLY GRACE MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED
p J STONE, CRUSHED SLAG, NATURAL OR CRUSHED SAID.
SEE "STEEL PIPE BOLLARDS 21. BARRICADE OPEN EXCAVATIONS OCCURRING SIDEWALKS, PART OF THIS WORK AND POSE WITH WARNING LIGHTS.
SEE AIL ]/CS2 21. PROTECT STRUCTURES. UTILITIES..WASHUT PAVEMENTS AND OTHER FACILITIES EPO4 DAMAGE CAUSED BY SETTLEMENT,
O LATERAL MOVEMENT H THATI UNDERMINING. WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS.
22. FORM CONCRETE SUCH THAT FAVORABLE DRAINAGE OCCURS TO STORM DRAINS, STAIRWELL DRAINS, AND/OR PARKING
m 9 \ LOTS. NO CONCRETE
SHOULD OCCUR 3"FOR THE RCIN STEEL
OF BUILDING WALLS
\ 23. MINIMUM CONCRETE COVER SHALL SE 3' FOR REINFORCING STEEL 0 ACCORDANCE WITH (ACT REWORDING
2a. WELDING INCLUDING TACK WELDING OF REINFORCED STEEL IS PROHIBITED.
OfINFORCINBITED. WELDING REG STEEL WILL BE
2 PERMITTED ONLY BY WRITTEN APPROVAL OFM THE ENGINEER.
'A A
\
25. FOOTINGS SHALL ON UNDISTURBED MATERIAL. ANY UNSUITABLE MATERIAL SHALL BE REMOVED. FOOTING
y \ EXCAVATIONS SHALL LL B BE INSPECTED BY AN INDEPENDENT SOILS ENGINEER AT DIRECTION OF GENERAL CONTRACTOR BEFORE
R\ CONCRETE IS PLACED.
9 26. SOILS
EXPOSED IN THE BASES OF ALL SUCH
AS ISTU FOUNDATION EXCAVATIONS SHALL BEE RUNOFF
HALL N ANY
O ALLOWED
TO CHANCE IN CONDITIONS SUCH AS DISTURBANCE. RAN OR FREEZING. SURFACE RUNOFF SHALL NOT BE
\/ FLOWED TO ENTER THE EXCAVATION.
TION A
Kn 27. PROVIDE EXTERIOR
CONCRETE
ISOLATION AND CONTROL JOINTS AS INDICATED ON CIAL OR STRUCTURE SHEETS.
\ O \ 2& ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT BROOM FINISH EXCEPT FLOUR SUBS WHICH $HALL HAVE
:❑ A STEEL TROWEL FINISH PER NOTES AND DETAILS ON STRUCTURE OR ARCHITECTURAL.
SHEETS
29. THE CONTRACTOR SHALL PROVIDE -Q AND MANUFACTURERS DATA FOR CONCRETE SEALER, ,glNi FILLER, AND I \ p \ CURING COMPOUND FOR ALL FLOOR SPECIFICATIONS
SUMS,
T i0 THE ENGINEER PRIOR TO INSTALLATION FOR APPROVAL.
AN 30. ALL SOFT, YIELDING
OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF AUL FILL
HE UNSTABLE
\ SIN SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL $HALL FILL THE UNSTABLE
AREA FOR AIDE ENTIRE DEPTH OF THE COMPACTED LINES
AND
AND MEET THE ON THE COMPACTIONS REQUIREMENTS.
O \ THE SUBGRAQE SHALL BE SHAPED i0 THE TRUE LINES AND GUIDE AS SHOWN ON THE PLANS.
\ (1 32. THE SUBGRADE SHALL BE COMPACTED 10 95% ESTERLABORATORY DENSITY AS DETERMINED BY YATMASHEDT METHODDIRECTION
ON7-99.
O
\ \yam \ l2. THE GENERAL
CONE AND FINISH PAVING SMOOTHNESS,
TH TESTED BY AN APPROVED TESTING COMPANY AT THE DIRECTION OF THE
O GENERAL CONTRACTOR FOR UNIFORM SMOOTIDNESS, DENSITY AND GRADE.
ASH FHCLOYURE SEE A\HITECTURAL \ �� \✓'
'AWINGS FOR DESIGN OF BUILDINGkTER\
I G.
LS & COLOR TO MATCH
ILDINSEE ALSO FAIL1\C5..2 \ \ CITY CARMEL OEPARTMENr OF ENGINEERING ND1E5:
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
\ \\ \ 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGID OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF BICKERING THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRICTION REQUIREMENTS. STAFF NOTIFICATION
\ TVREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO RENEW THE AUTHORITY OF THE
\ DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
3, DAMAGE TO THE THE PROJECT.
RIGHT-OF-WAY SHALL BE RESTORE REPAIRED TO E THE SATISFACTION OF THE
CITY AT THE
\ \ COMPLETION OF THE PROJECT. O CONTRACTOR IS ENCOURAGED TO INSPECT RIDE T OF -OF -WAY WITH THE CM PRIOR i0
\ THE START OF CONSTRUCTION i0 DOCUMENT THE EXISTING CONDITION OF ME RIGHT-OF-WAY.
4 UTILITY LOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY W THE DEVELOPER, DTIUTY LINE
TT RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN CONFLICT 'MIN PROPOSED DEVELOPMENT SHALL BE THE
o RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY, EXISTING POLE UNES REQUIRED TO BE RELOCATED TO
\ WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
\ ALL EXISTING PERIMETER RGAD AR DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT E
\ co\ 5. INDICATED ON THE PLANS PROVISIONS HAVE BEEN MADE 70 IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
NW \ BRIDGES AS PATH,
AND OR AS REQUESTEDREQUIRED
BY THE CITY TO TOMOCOMODATEPRO PAVEMENT WIDENING. Y. THE BY LANES.
MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS i0 THE PROPERTY OR THE ROR. T. THE COST TO ST OVIE
OR REPLACE ANY TON POI STRUCTURES AND BRIDGES SHALL BE BORNE O THE DEVELOPER, THIS ONLY APPLIES 10
CARMEL RUS (WESTON POINTE DRIVE WHICH IS NOT A&MCENR i0 THIS PROPERTY). THIS DOES NOi APPLY TO THE PRIVATE
DRIVE OR US 421.
NOW OR FORMERLY \ ? \
PHI ST. VINCENT. LLC
INSTR. No. 2005-69]73 \ SITE DATA
LOT AREA 4.027} AC.
\ DISTURBED AREA 2.373 AC.
\ HOLEY MOLEY SAYS IMPERVIOUS AREA PERCENTAGE 57.4 %
I IMPERVIOUS AREA 2.31} AC.
"DIG SAFELY" TOTAL BUILDING AREA
RETAIL 13,872 Sq.Ft.
RESTAURANT 5,L 152 SFt
EKE D TOTAL 19,120 ScIft.
PARKING REQUIRED
\\ '� ♦ RETAIL 1/20OSq.Ft. 69
RESTURANT 140 SEATS 56
8 EMPLOYEES 8
/ \�\ REQUIRED PARKING SPACES 133
\\ PROPOSED ADA 5
\ PROPOSED SPACES 137
/ PROPOSED TOTAL 142
!%\\\ ZONED B2 US 421 70NING REQUIREMENTS
"IT'S THE LAW" FRONT BUILDING SETBACK 30' - 120'
\\ CALL 2 WORKNG LAYS BEFORE YOU 01G
\\ '�_8K_� 50 SIDE SETBACK '
\\ OUI TOLL MEEC REAR SETBACK '
PER IND" STATE LAW Ice-1-26, FRONT BUFFER YARD 30'
\\ IT IS MONIST THE LAW TO EXGYATE
\ \ \ \ \\ WITHOUT NOTIFYING THE UNDERGROUND SIDE BUFFER YARD 10,
\\ LOUTION SERVICE Two (2) WORKING DAYS REAR BUFFER YARD 30'
BEFORE COMMENCING WORK.
this 4mw1n9 Is not Intended to be revesenled as o Relrocemenl or Qrglnol Boundary SuNeA a Route Sunq, or o Surreym Location Report.
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