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PIPE DATA
PIPENAME UPSTREAM UPSTREAM �OWNSTREAM DOWNSTREAM SLOPE LENGTH MATERIAL SIZE
STRUCTURE ELEV STRUCTURE ELEV
PIPE%1 GB�i B9a0] G01� 89386 Q45% a8 Cona 18'
VIGE#2 C82 88430 CB-0 894.1] �3S/ 55 Con< 18'
PIPE&'� C33 89446 C&2 894A0 �25% 21 Com. 18'
PIPE#A C34 890.85 CB3 89q58 �.35% BA Cor. 15'
ViVENS W5 BB596 L0�4 89495 �b0% 109 Gonc 1P'
viPeas maA aasoo Cea e�ass osoi aa avcsoa.v io'
PIPE#] Y0.9B 89560 Y0.9A 89510 �50% 100 PVC9URd5 10'
PiPEYR Y0.9G 89&40 Y0�9B 895]0 �50% 100 avcsoaas g'
C�GEttB Y0.5n PB65� L0�5 &955fi �b0% 184 avC54R�:5 8'
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�STM MH 2A (BY WOOLPERT)
DISCHARGESTOTHE
WEST TOWARDS THE
ARIA DEVELOPMENT
�ETENTION BASIN
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32LFOF24' \
STM @ 0.12 %
(BY WOOLPERT) �
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CB 2 2 (BY WOOLPERT)
RIM = 899 0�
18" SE IE=893.95
W IE=893.83
NEIE=893.93
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LAND DISTl1RBANCE OELINEATION / CONSTRUCTION LIMITS
TOTAL DISTURBANCE AREA = 1.45 ACRES
CONSTRUGTION ACGE55 TO SITE WILL
BE PROVI�ED BY RE�D ROA�. SEE "MICHIGAN
ROAD RETAIL SITE DEVELOPMENT PLANS" FOR
REDD ROAD CONSTRUCTION PLANS.
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/ �\ 46LFOF18" 899.51GP m
� STM � 025% - � � �
BY WOOLPERT � C ��
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RIM=89943 � �
18' SE IE=894.17 �\
, 78'NWIE=894�7 55LFOF18" !
STM �25% �
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/ \ �O BB8.35 GP CB�2 (4' DIA.)
/ � RIM=900.05
� 18" E IE=8B4,40
�/1/1/1 ^ � � 18" NW IE�94.30�
� 899.61 TP
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� nIATCH ex. STM @ OSO°o 10" W IE=89560 (TypE �
900 Y0.3A(1'�IA.) � 90oz � TOYARDDRAif�ITYP) � �
8" E IE=89570 -
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RELEA5E0 FOR CONSTRIICTI�N GRADING AND DRAINAGE PLAN
Su6jec��ocompliancewithallregula�ions p pp�
of S�a�e antl Local Codes I I I
City of Carmel
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DATE: OF)�� $�ZO I
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15" S IE=894.65 �
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88975 / \
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IE=884.56 "'�mk� STM 0 50 %
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I STM � 0-60%
900.61 GP � � �
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STRUCTUREDATA
STRUCTURE UPSTREAM DOWNSTREAM TOPCASTMG INVERT ELEVATION SIZE NPE
STRUCTURE STRl1CTURE ELEV
W9 CB-2 CB2.2 898,43 �8'NW. 894.0] 48" RalnbrestlGonc+e�aGyllntlar
CB�2 C&3 C&1 80005 �8'NW. 89490 48" RalnbrestlGonc+e�aGyllntlar
t8'W. 894A6
GB3 C8-4 C&2 899i5 15"R 894.58 <B" kelnloaetlConcreleLyllntler
10"E 89456
C6A GB-S GB-.i &9085 �Z�E 8949fi �'8" RelnlortetlLonc+e�eLyllntle�
��` V�-6A (�i0-Q 90�'JO 8'E 89556 �'8" FelnlortetlLonc+e�eLyllntle�
CB22 (JB-� �d����0 8943 18'9E. 89395 q0" FeinbrtetlConcreleCylintle�
NOOLPERT
e Y0.3Ap Vp$B CB-3 89890 �0'E 895ID ��� M�opla9DainBasln
Y38B Y��� Y�-3A 89900 �8'E 895,0 iT NYIaPIaz1��elnBazin
P0.3C NIA Y�$B 899ID 8"W. 896ID 12' IJylopla5l�reinBasin
Y65A NI/1 r.�5 89990 9'W. 89fi.53 12" N�1opIaslDainBasln
-CBb (4' �IA.)
RIM = 900D0
12" W IE=89546
� e" E IE=885-58
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I PROPOSED
� GHRISTIANBROTHERSAUTOMOTNE
�- FINISHED FLOOR EIEV = 9�� 75
_\
ROOF DRAIN � j
J' CONNECTOR PIPE �
901 62 TP
_ /- +�%�
ROOF DRAIN
CONNECTORPIPE '
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13 GR r ROOF DRAIN `
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10" E IE=894.56 �° ' ° "�� "�'.'" "'•� - �
STM@025% ���'�+a 90155TP ���� ���� � � _ � �
901 � 8A940GFHP �� 90p -
900 i �� �S 0__ � - ��1. �\
� 899]4GR ��' ��� �- ioa ---�--- �-90�1����. � � �
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� __--e49 � __-�eoo�--- - G - l� Y � RIM=89920 ��
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I STORM SEWER NOTES
1. STORM SEWER 12" AN� LARGER MUST BE RCP CLASS IV, TVPE 6 WALL
THICKNESS.
2. STORMSEWERPIPESMALLERTHANI2"SHALLBES�R35PVC.
3. CATCHBASINS(CB)TOBE4'DIA.PRECASTCONCRETE
2. YARD DRAINS (YD) TO BE 12" DIA. DRAIN BASINS BY NVLOPLAST WITH DOME
GRATE OR APPROVED E�UAL.
3. ALLROOF�RAINSSHALLCONNECTTOSTORMPIPENETWORK.
4. ALL MANHOLES AND INLETS MUST BE PRESTAMPE� WITH AN
APPROPRIATE MESSAGE PER HAMILTON GOUNTV STANDARD DETAIL
DRAWINGS.
5. PROPOSED STORM NETWORK ON CHRISTIAN BROTHER'S AUTOMOTNE
SITE WILL BE A PRIVATE NEiVJORK THAT CONNECTS TO A PUBLIC STORM
NETWORK IN RED� ROAD.
DRAINAGE SUMMARY
ALL STORMWATER DETENTION AND WATER �UALITV REQUIREMENTS FOR THE
PROPOSED SITE ARE ACCOMMO�ATED BY A DETENTION POND AND (3) WATER
QUALITV MECHANICAL UNITS ON THE ApJ01NING MULTI-FAMILV pEVELOPMENT TO THE
WEST (ZIONSVILLE PROJECT dW� ]-058�). THIS �ETENTION AND WATER QUALIN ARE
PROVIDED FOR BOTH THE PROPOSE� MULTI-FAMILY HOl1SING �EVELOPMENT AND 6 7
ACRES OF COMMERCIAL REAL ESTATE ALONG MICHIGAN ROAD, WHICH INC W DES THE
PROPOSE� CHRISTIAN BROTHERS AUTOMOTIVE SRE.
SITE AGREAGE: 123 AG
OFFSITEIUPSTREAMACREAGB O.fi4AC
ALLOWABLERELEASERATES:
O�YEAR 01 FS 0-12CF5
100-YEAR (0.3 CFS) 0.3] CFS
POST-0EVELOPMENT DISCHARGE:
10-VEAR 447CF5
100-YEAR fi6]CFS
marw..E=woiaremEouc�w�r��nmE�wws�atiarmmeumE.
.,.w���n..eRoiww,wreu acsmm.eo.o.uow.aiea..0 raoMTMeu.e�+.io�+e.s�+o�+.xe.ainowaom�e�+.
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BARRIERFREEROUTETO � �'b �RIM=899.90 ' ��
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PUBLICSIDEWALK �
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900.80 GP / m
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CARMEL STORMWATER STATEMENT
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTE� PER DESIGN SPEQFlE� AN� AS
APPROVED BV THE CITV OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVE� DESIGN SHALL ONLY BE PERMITTED �VE TO
SPECIAL CIRCUMSTANCES OR �IFFICULTV DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FlELD APPROVAL FROM A �ESIGNATED REPRESEMATIVE OF THE CITV OF
GARMEL IN A�DITION TO SUPPLEMENTAL APPROVAL eV THE �ESIGN ENGINEER. AN
EXPLANATION OF ANV SUGH �EVIATION SHALL BE WGLU�E� AS A RE�UIREMENT ON
AS-BUILTIRECOR� �RAWINGS SUBMITTE� FOR RELEASE OF PERFORMANCE
Gl1ARANTEES. FPPROVE� �ESIGN SLOPES I�ENTIRE� AS GENERATING VELOCITIES
OF 2 5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITV) SHALL
RE�UIRE AS-B WLT CERTIFlCATION AT THE TIME OF CONSTRUCTION, PRIOR TO
BACKRLLING THE PIPE THE CONTRACTOR IS INSTRUCTE� TO AS-el11LT EACH SECTION
OF STORM PIPE AS IT IS BEMG INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AN� AS APPROVED BY THE CITY OF CARMEL.
GENERALNOTES
1. THE PROPOSED SITE IS OUTSIDE ANY 100-YEAR FLOODPLAIN, FLOODWAV, OR
FLOODWAV FRINGE SEE "FLOOD HAZARD MFORMATION" ON SURVEY SHEET SV2
FOR MORE INFORMATION.
2 MINIMUM FL00� PROTECTION GRADE (MFPG) MUST BE 1-FOOTABOVE THE
LOCAL FL00� SOURCE OR LOCAL FLOOD ROl1TE PoR ALL WINDOWS, DOORS,
PIPE ENTRANCES, WINDOW WELLS. AND ANY OTHER STRl1CTURE MEMBER
WHERE FLOODWATERS CAN EMER A BUILDING. MFPG MUST BE 72-INCHES
ABOVETHEADJACENTROADWAY.
3- THEMINIMUMLOWESTADJAGENTGRA�E(MLAG)FORRESIDENTIAL,
COMMERCIAL, OR INDUSTRIAL B111L�WG5 OUTSI�E A FEMA OR IDNR pESIGNATE�
FLOODPLAIN MUST BE bF00T ABOVE THE LOCFL FL00� SOURCE OR LOCAL
FLOOD ROUTE. THE LOWEST eUIL�MG ENTRY ELEVATION SHALL BE NO LESS
THAN 6-INCHES ABOVE FlNISHED GRADE AROUND THE BIIILDING.
GRADING LEGEND
�- FLOW ARROW
TP TOP OF PAVEMENT
TC TOP OF CURB
TW TOP OF WALL
BW BOTTOM OF WALL
GR GROUND
GP GUTfER PAN
FF FINISH FLOOR ELEVATION
EX EXISTING ELEVATION
HP HIGH POINT
LP LOW POINT
L LANDING
R RAMP
BARRIER FREE NOTES
1. BARRIER FREE PARKMG, RAMPS AND ACCESSIBLE ROUTE(S) MUST
COMPLV WITH THE AMERIGANS WITH DISABILITIES ACT INCLUDING BUT
NOT LIMITED TO THE FOLLOWING:
2. 2°o MAXIMUM CROSS SLOPE ON ACCESSIBLE ROUTE�S)
3. 5% MAXIMUM LONGITUDINAL SLOPE (DIREGTION OF TRAVEL) UNLE55
AT BARRIER FREE RAMP
4. 2% MAXIMUM SLOPE LONGITUDINAL AND TRANSVERSE SLOPES AT
BARRIER FREE PARKMG SPACES AND ASSOCIATED ACCESS AISLES
5. ACCESSIBLE ENTRIES -2% MAXIMUM SLOPE IN ANY DIRECTION FOR
THE FIRST 5' FROM ENTRY �OOR
6. 1:12 MAXIMUM LONGITU�INAL SLOPE ON BARRIER FREE RAMP(S).
7. CONTACTENGINEERPRIORTOPAVINGIFBNRRIERFREESLOPESDO
NOT COMPLV OR FOR CLARIFICATION OF ANY �ISCREPANCIES.
EARTHWORK & GRADING NOTES
1. EARTHWORKAN�PAVEMENTCONSTRUCTIONARETOBEPERFORME�IN
ACCOR�ANCE WITH THE CURRENT E�ITION OF THE IN�OT STAN�AR�
SPECIRCATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTE� IN
THEFOLLOWINGITEMS.
2. FINISHE�SOBGRADESURFACESHALLNOTBEMORETHAN0.IFEET
ABOVE OR BELOW ESTABLISHED FINISHE� SUBGRADE ELEVATIONS AN�
ALL GROUND SURFACES SHALL VARV UNIFORMLV BETWEEN IN�IGATE�
ELEVATIONS.
3. GRADETHEAGGREGATEBASEMATERIALTOPROVI�EPOSITIVE
DRAINAGE AT A MINIMUM OF L5 PERCENT.
a. THEAGGREGATEBASEANDSUBBASESHALLEXTEND121NCHE5
BEVON� THE PAVED E�GE.
5. ENGMEEREDFILLLOCATEDWITHINPAVEMENTANDBUILDINGAREAS
SHALL BE PLACED IN B INCH MA%IMUM LOOSE THICKNESS AND
MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE
CONTENT. COMPAGTTOMINIMUMOF95PERGENTOFTHEMAXIMl1M
DRV DENSITY PER ASTM D-1557, STANDARD PROCTOR METHO�
6. PARKINGLOTCURBSSHALLBEBWLTWITHREVERSESLOPEONTHE
DOWNHILL SIDE OF THE ISLAND TO ASSURE POSITIVE STORM WATER
RUNOFF TO CATCH BASINS.
]. UNLESS SHOWN OTHERWISE, FINISH GRA�ES OF LAWWLAN�SCAPE
A�JACENT TO BUIL�ING WALLS SHALL BE 6" BELOW FINISH FLOOR
ELEVATION.
8. PLACE6"MINIMUMTOPSOILINALLLANDSCAPEAREASTOBESEEDED.
PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDMG
WATER WITHIN PAVEMENT, BUILDING PA�. OR GREEN AREAS.
9. FORALLCURBISLANDS,CENTEROFISLANDSTOBEAMINIMUMOFfi"
HIGHER THAN TOP OF CURB.
10. FINISHGRADEATLANDSCAPEAREASADJAGENTTOBUILDINGTOBEIg"
BELOW FINISH FLOOR.
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ISSUANCES
PERMITS
osmnois
REVISION$
NO. DATE DESCRIPTION
FlLENUMBER ]0050012
PROJECTMANAGER JPM
PROFESSIONAL ]0050012
oRANIN BY JRS
CHECKED BY
SITE GRADING
AND DRAINAGE
PLAN
C3 �