HomeMy WebLinkAboutWESTONpt-MICHIGANrd-20190522-C2.1-SITESIIENOTES
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\1 Lj 4R INSTR. No. 2004-67374
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\1 \ INSTR. No. "Orc Ilan y � 'o, � � 4 SEE DETAIL SHEET CiI
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\ 2004-77513 \ III \\II \23 L4LIERNAlE N0.26 0
p SANITARY SEWER \ A \ AI I N; H i6P KING SPACES INSTALL
eASEMErv"I' Y\ m S REQUIRED FOR TEN 2"P CONDUIT
INSTR. NO. M Q \ \ ➢ I IPARKI GREQUIREMENTS 0SIGN
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NOW OR FICITMERLY
\ STATE OF INDIANA it \ • \ \ \ 11\ I� �" _ +`\ V D O S C
o INSTR. N 21FOO-6882 2'
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INSTR. No. 2 -69� - \ \ \\
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USO421 OVERLAY RESTAURANT
V A V VA t o \ffiQ I 2\ \TUG p
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p GROUND MOUN DCENTER N.THE 5,1755q.ff. G p \ E
SIGN WILL BE1 LONG x 2'WI 6' 2 F' F.F.E.=904.50' - P.
\ TALL (MATCH ILDING MATERIAL
AND COLOR) INIRNALLV LIT LETTERS m
\ WITH A SIGN AREA< 75 SOFT. \ \ \ X 1 \\ \^ 2 P bCONCREIE Cl/RE
p \ ` AR \ \\ j� A x \\•'Z SEE DETAIL FOP' GOT
LEGEND a g\\� CONCCURB 0 s�
V A N J�Qv CR sQa \�' /
PROPOSED FDC. b Sh� P J \ V AA
A 5 /• o No ` F 'PTRVA�OF I v I
PROPOSED WATER VALVE •... O W� `� •� \ A .. A CA) I O ` oAAq\F' ' -6
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PROPOSED P.I.V. \ G\
CONSTRUCTION LIMITS r u, ` N W
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/- M r /\ RETENTION PONDEASEMENT- EASENT
o UNDERGROUND GAS \\� O �' 1\ P 1 INSTR(14 . No. 20-]854U
E UNDERGROUND ELECTRIC +• \ \ X XU CONCRETE PATIO SLAB SEE
,P \ \ D \ `p •� TENANT FINISH DRAWING FOR
W UNDERGROUND WATER LINE \ 5 pSPN �jG I \ ANDAKEYSTOACCESS
DETAILS
HANDRAIL /
9O N PARK AND ACCESS DETAIL$
UNDERGROUND STORM SEWER \ Yfo 1 ZONED B2&
PROPERTY or R/w LINE lF++ US 421 OVERLAY y
p •,' \ {1 5 CONCRETE WALK
CENTERLINE \ \ \ \\ \ 1 I I SEE DETAIL 3/52 POND ANO SF.IBPC'
SETBACK LINE
\ \\ m �.\ 9 SEWER EASEMENT
EASEMENT My p a ➢ 1 1 INSTR. No. ¢1
\ D 3'09'27" \ 2➢f\,,` Z 2005-57085 OlSA&
e PIPE BOLLARD SEE DETAIL 7/C5.2 d• \ R 17137.91
PF.RPP.TUAII HIG WA \ R=17280.68 (R) A " C 'n �'10 ogB ATE ZONEDB2&
• PROPERTY CORNER MONUMENT EASEMENT L-9"ALL (M) \1 'A' � " _ _ ➢ / 9O
STORM INLETS INSTR.NO. ' •• \ \ \ IrLL .12� (R) US 421 OVERLAY
200477513 'd \ Ty 7234'
OR ---ECI2 UTILITY PALE \ \ a yr,' G
\ \\ O PARK\M 7 PARNATEKING SPA E RETENTION POND EASEMENT
• UTILITY PEDESTAL \ A 7 PARKING SPACES INSTALL
11 { INSTR. No. 2004-i8540
\ n AS REQUIRED FOR TENANT
Q ELECTRIC PORE/RSER \ \ 11 Q ` Y PARKING REQUIREMENTS
ALTERNATE NO I CONCRETE 90EWAK OUTSIDE PROPERTY • •O \\\ \ \I \\( x I \ /
ALTERNATE NO. 3 k 3 PROPOSED ASPHALT PARKING \ \\ N i U0 1 / 1 J W 11 \ 1 16' / / /\ .
RELEASED FOR CONSTRUCTION D=3'1142" °\
R=17187.91'LM&R) \ VA V A• 1\ A
Ir-95&45 cM&R> P.O.B. 4.027 Ac.
Subject to with all regulations T77935' \ \\
of State and Local Codes +A o \\ \\ %\ \ \ `
City
�UITT Cam�e�l It\\\
DATE: \ 08/19/19
I. SITE INFORMATION WAS TAKEN FROM KEELER-WEER ASS., DATED ANLMRY 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 APPRp]ALS ARE
OBTANED FROM THE RESPECTIVE CITY. COUNTY AND OR STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
3. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOLL WATER COMPANY, PROWOE ALL MATACERIALS AND LABOR, AMID
ALL COSTS VIOL BORNE BY THE LOCAL WATER COMPANY i0 PROVIDE MY NEW WATER SERVICE.
4. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL CAS COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND
PAY ALL COSTS VIOL BORNE BY THE LOCAL GAS WITH
THE L TO PLOWER ANY NEW CAS SERVICE.
5. THE PAY
C CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY, PROVIDE ALL NEW
IUNDS AND LIBOR,
AND PAY ALL COSTS AND FEES NOT NINE BY THE LOLL POWER COMPANY TO PROVIDE ANY NEW UNDERGROUND
ELECTRICAL SERVICE.
PROPOSED SITE PLAN , 6. THE MATERIALS
CONTRACTOR SHALL CONSULT NE THE LOCAL TELEPHONE COMPANY AND SHALL NEW TELEPHONE
ALL LABOR
AND LATERIALS REQUIRED WHICH ARE VIOL BORNE BY THE TELEPHONE COMPANY i0 PRONOE ANY NEW TELEPHONE
SERVICE.
GRAPHIC SCALE 7.& UNDERGROUND WATER SRN EXTENSOR SERVICE SHALL BE M MINIMUM
OF WITH C BMEL UTILITY STANANN.
& THE UTILITY S WATER SERVICE SHALL BE INSTALLED WITH A ACCORDANCE
OF 5A T COVER.
a IOU I I 9I IN 9. ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST APPLICABLE CODES AND i0
EACH UTILITY'S AND OR R FILL
L WHEN STANDARDS,
11. USE COMPACTED GRANULAR FILL WHEN AT
LINES ARE PULED UNDER WALKS AND DRIVEWAYS.
11. SOIL NaNGS HAVE BEEN PERFORMED O TA THIS TIME. PAVEMENT DESIGN O BASED ON A SOIL BEARING PRESSURE OF
1500 RSA, THE CONTRACTOR SHALL IN THE FROM OWNER THE SOILS REPORT AND FOLLOW ALL PAVEMENT AND
( IN FEET) PADADE SLEEVE RECOMMENDATIONS IN K A REPORT.
1 inch = 30 EL 12. PROVIDE SLEEVES FOR AST( y WORK AS REQUIRED.
13. AREAS ENGINEER U LUST I WY (S. HOURS) AND
B TO PLACING ANY CONCRETE.
14. AREAS BETWEEN CURBING. SIDEWALKS. PAVING ANO BUILDING SHALL BE FILLED m1X d- OF TOPSOIL SUITABLE FOR
15. SEE TRICO F PAVEMENT
FOR SANITARY SEWER LITERAL SPECIFICATIONS AND REQUIREMENTS.
IT ALL EDGE OF PAVEMENT RAW ARE 5 FEET UNLESS SHOWN
ON THE
NOTED.
1]. R ACTUAL UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE
WORK IS CONTINUED.
1& MGINEE AND AY SHALL E REMC ENCOUNTERED O CAPPED
AND LRAONG OPERATIONS SHALL BE REPORTED GI THE
(2) b" STEEL PIPE BOLLARDS ENGINEER. THEY SHALL BE REMOVED, PLUMED OR CAPPED AS DIRECTED BY THE UTILITY COMPANY AND THE ENGINEER.
IT�EEeETAL
CONCRETE NOTES
ZONED 1. ACI 318,-BUILONG CODE REQUIREMENTS FOR REINFORCE CONCRETE^. COMPLY WITH APPLICABLE PROVISIONS EXCEPT AS
b" CORRECURB jIVP.( THE VILLAGE AT OTHERWISE INDICATED.
SEE DLT IL FOR STRAIGHT WESTON PLACE 2. EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALUATION, TESTING AND DESIGN OF CONCRETE
CONCR CURB ON Cs 3 SECTION ONE \ 1 PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWS:
2 30-A DUCTILE IRON
I I INSTR. No. 95-37317 CO CONTENT ASTIR C 173. ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS. 6E MINIMUN EACH
All
CAPPED (I END FOR FUTURE CONCRETE EXPOSED TO FREEZING CLASS
THAWING. COMPRESNE STRENGTH ASTIR C 39, ONE SET OF EACH `A ECLI
ST
FIRE SERVI E (INSTALL MIN.18" P.C. I, SLIDE 559 YTS. OR DAYS,
AN N THEREOF EACH CLASS OF CONCRETE: ONE SPECIMEN TESTED O ] DAYS. ONE F GIVEN
TESTED
BELOW ST MSEWER) AL C UAYSS AND ONE RETAINED CU. FOR LATER TESTING I REQUIRED. WAVED
B THE TOTAL Q FIELD X GIVEN CLASS OF
CONCRETE IS LESS THAN 50 THE YUS. STRENGTH ULTT5 MAY BE WAVED BY ENGINEER IF FIELD EXPERIENCE INDICATES
(21 LONG DIP
BIKE EVIDENCE OF SAi15FACTORY STRENGTH. TEST RESULTS WILL BE REPORTED M WRITING TO ENGINEER OR GENERA
PARKING NGING BIKE CONTRACTOR. CONTACT THE CONCRETE PRODUCER WITHIN 24 HOURS ALTER TESTS ME WE.
RACK SEE AIL ON SHEET STRENGTH
CONCRETE FOR PAVEMENT, FOUNDATION, SUBS. WAUCS. PATIOS, AND CURBS SHALL HAVE A 26 DAY COMPRESSIVE
L2 STRENGTH OF NOT LESS THAN 4,000 PSI FOR ALL EXTERIOR POURED CONCRETE.
\ & 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 150, TYPE AS REQUIRED.
1. ASTM C 33. EXCEPT LOCH. AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER. USED
EVENLY MIXED SIZES OF AGGREGATE UP TO 'h- MINIMUM SIZE.
EXISTIN FENCE & WATER: DRINKABLE
9. MR-ENTRANIW ADMIXTURE: ASTM C 260,
10. WATER -REDUCING ADMIXTURE: ASTIR C 494: TYPE AS REWIRED TO SUIT PROJECT CONDTIONS. 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.
\ \ 12. DEFORMED REINFORCING BARS: ASTIR A 615, GRADE 60. UNLESS OTHERWISE INDICATED.
^
13. WELDED WIRE FABRIC: ASTN A l8i \ GO \ \ \ \ 14. JOB SITE MIXING: USE DRUM TYPE HATCH MACHINE MIXER, MIXING NOT LESS THAN 1-1/2 MINUTES FOR ONE CU. TD.
PO HEAVY GTOY ASPHALT OR SMALL CMACITC INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITION CU. YD. OR FRACTION THEREOF,
SEE DETA 1/CS 2 15. READY MIX CONCRETE: ASTIR C 94
\ 16. CONSTRUCT FORM WORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE. ALIGNMENT,
ELEVATION AND UST FORMS
Cr 1J. CLEAN AND RETIGH EN FORM
PRIOR TO CONCRETE PLACEMENT, APPLY FORM RELEASE AGENTS S. WET FORMS AS
\ REQUIRED. RETn MA FORMS DURING CONCRETE PLACEMENT 6 REQUIRED TO ELIMINATE LEANS.
FE1SATISFACTORY F F ]
0
18. SOT, MATERIAL SWIRL BE FREE 0 CLAY ROCK OR GRAVEL LARGER IIAN 2 N ANY DIMENSIW DEERS
AWE FROZEN 420) M VEGETABLE AND ODDER DELETERIOUS ORGANIC MATTER. SOIL SHALL L N OF NONORGWIC
� 5'CONCRETE APRON W L WS O SIW
(!3 SEE DETAIL b/CS LOW PLASTIC (PI 20J WTERIAL.
Ph
19. SUB -BASE MATERIAL: SHALL BE NATURALLY OR ARTIFICIALLY GRADE MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED
p V STONE, CRUSHED SLAG, NATURAL OR CRUSHED SAND.
�( (2)- " STEEL PIPE BOLIARDS 20. BIRRICAOE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS.
L, SEE AIL 7/C5.2 21. PROTECT STRUCTURES. UTILITIES. SIDM&KS. PAVEMENTS AND OTHER FACILITIES FROM 0. E CAUSED BY SETTLEMENT,
S LATERAL MOVEMENT UNDERMINING. WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS.
�L, \ 22. FORM CONCRETE SUCH THAT FAVORABLE DRRNAiE OCCURS TO STORM DRANS, STAIRWELL ORRNS, AND/OR PARKING
LOTS. NO DRAINAGE SHOULD OCCUR TOWARDS THE FOUNDATION OF BUILDING WALLS.
90 23. MINIMUM CONCRETE COVER SHALL BE 3• FOR REINFORCING STEEL IN ACCORDANCE WITH XI 318-83 .
OZ It( 24. WELDING, INCLUDING TACK WELDING. OF REINFORCED STEEL IS PROHIBITED. WELDING OF REINFORCING STEEL WILL BE
PERMITTED ONLY BY WRITTEN APPROVAL OF THE ENGINEER.
25. FOOTINGS SHALL BEAR ON UNDISTURBED MATERIAL. ANY UNSUITABLE MATERIAL SHALL BE REMOVED. ALL FOOTING
\y EXCAVATIONS SHALL BE INSPECTED BY AN INDEPENDENT SOILS ENGINEER AT DIRECTION OF GENERAL CONTRACTOR BEFORE
RI CONCRETE IS PLACED.
i 26. SOILS EXPOSED IN THE BASES OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE PROTECTED AGAINST ANY
DETRIMENTAL CHANGE IN CONDITIONS SUCH AS DISTURBANCE, RAN OR FREEZING. SURFACE RUNOFF SHALL NOT BE
ALLOWED TO ENTER THE EXCAVATION.
- Of 27. PROVIDE CONSTRUCTION, ISOLATION AND CONTROL JOINTS AS INDICATED ON CML OR STRUCTURAL SHEETS.
\ \ It 28. ALL EXTERIOR CONCRETE SRALL BE FINISHED WITH A LIGHT BROOM FINISH EXCEPT FOR FLOOR SUBS WHICH SHALL HAVE
❑ A STEEL TROWEL FINISH PER NOTES AND DETAILS ON STRUCTURAL OR ARCHITECTURAL SHEETS
29. THE CONTRACTOR SHALL PROVIDE SPECIFICATIONS AND MANUFACTURERS DATA FOR CONCRETE SEALER JOINT FILLER AND
CURING COMPOUND FOR ALL FLOOR SUBS, TO THE ENGINEER PRIOR TO INSTALLATION FOR APPROVAL.
1 pN \ 30. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF SUBGRADE CONSTRUCTION
\ SIN SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE
AREA FOR THE ENTIRE DEPTH OF THE COMPACTED SUNRADE AND MEET THE SUBGRADE COMPACTIONS REQUIREMENTS.
O \ THE SUBGRADE SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANS.
\ (1 31. THE SUBGRADE SHALL BE COMPACTED 10 95% LABORATORY DENSITY AS DETERMINED BY AGILE) METHOD 1-99.
32. THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY AT THE DIRECTION OF THE
O GENERAL CONTRACTOR FOR UNIFORM SMOOTHNESS, DENSITY AND CLAUSE.
ASH F"CLOSURE SEE ARCHITECTURAL
'AW INGS FOR DESIGN OF BUILDING \
ATFRIALS & COLOR TO MATCH
ILDIN G. SEE ALLcU II YNLI /C53 \ CITY PART T F RINOTES
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RGH-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
\ \ DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRICTION REQUIREMENTS, STAFF NOTIFICATION
\ ItREQUIREMENTS, REOUMED 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 PRO RIGHT-OF-WAY T SHALL BE RESTORE REPAIRED PE THEE IRFACTION OF THE CITY AT THE
\ \ COMPLETION OF ONE PROJECT. THE CUMENT THE
IS EXISTING
ENCOURAGED TO INSPECT THE NIGH] -OF -WAY WITH THE CRY PRIOR i0
\ THE START OF CONSTRUCTION i0 DOCUMENT THE Ex15TINC CONDITION OF THE RIGHT-OF-WAY.
4 UTILITY LOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. DDUTY LINE
TT RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT M CONFLICT WITH PROPOSED DEVELOPMENT SMALL BE THE
o RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE USES REQUIRED TO BE RELOCATED TO
\ WITHIN ONE FWl OF PROPOSED RIGHT-O-WAY LINE.
\ 5. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRINES ACROSS THE FRONTAGE O THIS DEVELOPMENT ARE
\ o \ INDICATED ON THE PUNS PROVISIONS NAVE BEEN MAN 70 IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
\ \\ N� \ BANES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMODATE PAVEMENT WIDENING, AIXILIART LINES.
MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROMWAY. THE COST TO IMPROVIE
OR REPLACE ANY DRALANGE STRUCTURES AND BRINES SHALL BE BORNE BY THE DEVELOPER. THIS ONLY APPLIES TO
C WEL R/W (WESTON ROME DRIVE WHICH IS NOT ADJACENT TO THIS PROPERTY), THIS DOES NOT APPLY TO THE PRIVATE
DRIVE OR US 421,
NOW OR FORMERLY \ ? \
PNT ST. MNCENT, LLC
INSTR. No. Z005-69]]3 \ SITE DATA:
LOT AREA 4Q27} AC.
\ DISTURBED AREA 2.373 AC.
\ HOLEY MOLEY SAYS IMPERVIOUS AREA PERCENTAGE 57.4 R
I IMPERVIOUS AREA 2.31} AC.
I "DIG SAFELYfe TOTAL BUILDING AREA
RETAIL 13,872 Sq.Ft.
RESTAURANT 5,152 SLFt
,NE D TOTAL 19,120 Sq.Ft.
PARKING REQUIRED
\\ '� ♦ RETAIL 1/2001 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'
\\ CALM 2 W°RxTMS CAM ec]'oRE roM DID S1DE SETBACK 15'
1-800-392-5544
CAL TQo. FREE REAR SETBACK 50'
PER INDIANA STATE LAW ICI I-26. FRONT BUFFER YARD 30'
\\ 17 IS AGAINST THE LAW TO EXCAVATE
\ \ \ \ \\ WITHOUT NOTIFYING THE UNDERGROUND SIDE BUFFER YARD 10,
SIX LOCATION SERVICE TWO (2) WORKING DAYS REAR BUFFER YARD 30'
BEFORE COMMENCING WORK.
The; EraMnq ie not Intended to be represenlee ae A Relrocemenl or Orginal Boundary Survey, a Route Survey, or a Surrey0r Location Report.
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CHECKED BY: ALD
PROJECT No.
1610-024
SHEET No,
C241