HomeMy WebLinkAboutCivil Set 11-12-10PLANS PREPARED FOR:
3901 W. 86TH ST. SUITE 370
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 872-3165
CONTACT PERSON: JACK MUNSON
PLANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: JAMIE SE24NEMAN
EMAIL: SH]NNEMANJ@WEIHE.NET
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY. COUNTY AND STATE AGENCIES PRIOR TO STARTING
CONSTRUCTION.
2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING
UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION, AFTER FIELD
VERIFICATION OF EXISTING UTILITIES. CONTRACTOR SHALL CONTACT THE ARCHITECT (ENGINEER) ON ANY
VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING
CONDITIONS.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL
RESPECTIVE UTILITIES.
4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATOR (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE
29 DER PART 1928, SUBPART -P- APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH.
6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH
SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT
THIS PROJECT.
8. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS
AND PLATS FOR EXACT INFORMATION.
11. ANY FIELD TILES ENCOUNTERED DURING ANY EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWERS WITH POSITIVE DRAINAGE MNTAJNED.
12. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. DONOTBITAKE
BUU.ZMPXMTEIMPIAN&
E 13. THE SITE 1308111 CONTAIN ANY WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE
INTERIOR FISH AND WILDLIFE SERVICE CARMM, INDIANA NATIONAL WETLANDS INVENTORY. FURTHER
INVESTIGATION HAS FOUND THAT WETLANDS AnONSIES AND HAVE BEEN DEUNEATED BY PATRIOT
ENGINEERING AND ENVIRONMENTAL. INC. ON MAY 25, 2010,
14. THE SITE DOSSNOT UE WITHIN A SPECIAL FLOOD HAZARD ZONE AS ESTABUSHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE, ON
FLOOD INSURANCE RATE MAP 18MOMMIDATEDIFE8BUARY 19,2003 POR HAMMTCN COUNTY, RM1UT&
SITE CONSTRUCTION PLANS FOR7
PILGRIM LUTHERAN CHURCH
3650 W 106th St.
CARMEL, IN 46032
HAMILTON COUNTY
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PROJECT LOCATION
AREA M"
LAND DESCRIPTION:
PART OF THE EAST HALF OF THE SOUTHEAST QUARTER SECTION 6, TOWNSHIP 17 NORTH, RANGE
3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER THENCE SOUTH 89
DEGREES 38 MINUTES 51 SECONDS WEST (ASSUMED BEARING) ALONG THE SOUTH UNE OF SAID
QUARTER A DISTANCE OF 434.78 FEET. THENCE NORTH 00 DEGREES 21 MINUTES 09 SECONDS
WEST A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 38
MINUTES 51 SECONDS WEST PARALLEL WITH SAID SOUTH UNE A DISTANCE OF [895.221 FEET To
THE WEST LINE OF SAID EAST HALF, POINT BEING DISTANCE NORTH 00 DEGREES 13 MINUTES
22 SECONDS LEAS 40.00 FEET FROM THE SOUTHWEST CORNER OF SAID EAST HALF, THENCE
NORTH 00 DEGREES 13 MINUTES 22 SECONDS LEAST] ALONG THE WEST LINE OF SAID EAST
HALF A DISTANCE OF 592.23 FEET TO THE SOUTH UNE OF BRANDYWINE SECTION TWO AS
RECORDED IN PLAT BOOK 7. PAGE 155 IN THE OFFICE OF THE RECORDER IN HAMILTON
COUNTY, INDIANA, THENCE NORTH 51 DEGREES DO MINUTES 00 SECONDS EAST ALONG THE
SOUTH LINE OF SAID BRANDYWINE SECTION TWO ALSO BEING ALONG THE SOUTH LINE OF
BRANDYWINE SECTION ONE AS RECORDED IN PLAT BOOK 8, PAGE 52 IN SAID RECORDER'S
OFFICE A DISTANCE OF 1193.55 FEET TO THE NORTHWEST CORNER OF A TRACT OF LAND AS
RECOR IN INSTRUMENT NUMBER 87-31364: THEN SOUTH 00 DEGREES 00 MINUTES 54
SECONDS FAST PARALLEL WITH THE EAST LINE OF SAID EAST HALF AND ALONG THE WEST UNE
OF SAID TRACT OF LAND AND ALONG THE WEST UNE OF A TRACT OF LAND RECORDED IN
INSTRUMENT NUMBER 200100048544 IN SAID RECORDER'S OFFICE A DISTANCE OF 942.68 FEET-,
THENCE NORT 89 DEGREES 38 MINUTES 51 SECONDS EAST PARALLEL WRH SAID SOUTH LINE
A DISTANCE OF 191.72 FEET TO THE NORTHWEST CORNER OF A TRACT or LAND DESCRIBED IN
INSTRU NUMBER 200100054751 AS RECORDED IN THE SAID RECORDER'S OFFICE; THENCE
N EXT 2 COURSES BEING ALONG THE NORTHWESTERN AND WESTERN LINE OF SAID TRACT OF
LAND 1.) SOUTH 44 DEGREES 58 MINUTES 18 SECONDS WEST A DISTANCE OF 320.73 FEET,-
2.) SOUTH 00 DEGREES 00 MINUTES 54 SECONDS EAST PARALLEL WITH SAID EAST UNE A
DISTANCE OF 169.44 FEET TO THE POINT OF BEGINNING, CONTAINING 20,837 ACRES, MORE OR
LESS.
TOGETHER WITH: RIGHTS AS SET OUT IN DECLARATION OF COVENANTS AND RESTRICTIONS AND
SEWER AND UTILITIES EASEMENT, DATED AUGUST 1, 2001 AND RECORDED AUGUST 6 2001, AS
INSTRUMENT NUMBER 2001-4,13543, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,
INDIANA.
THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/DR TOGETHER WITH THE FOLLOWING:
AMENDMENT OF RIGHT-OF-WAY GRANTS [FOR PANHANDLE EASTERN PIPE UNE COMPANY] PER
DEED BOOK 287, PAGE 95.
AGREEMENT AMENDING PIPE UNE EASEMENT [FOR SHELL PIPE UNEI PER MISCELLANEOUS BOOK
148, PAGE 279.
GRANT OF DRAINAGE EASEMENTS AND ROAD RIGHTS-OF-WAY PER INSTRUMENT NO. 87-29551.
DEDICATION OF PUBUC RIGHT-OF-WAY PER INSTRUMENT NO. 2003-15157.
6 1 7 71-6
4-
4
j
rpm-,'
L
PROJECT LOCATION
LOCATIONMAP
EXISTING ZONING Sl___j
rOTAL ACREAGE: 20.837 AC.1!
INET ACREAGE: 20.617 AC.
BUILDING COVER RATIO: L 307.
BUILDING SQUARE FOOTAGE:
BUILDING: 33.216 SF
INDEX
SHEET
DESCRIPTION
NO.
C001 TITLE SHEET
I oft ALTAIACSM LAND TITLE SURVEY
2 of ALTA/ACSM LAND TITLE SURVEY
Clol STORMWATER POLLUTION PREVENTION PLAN PHASE I
C102 SITE LAYOUT PLAN
C103 GRADING AND DRAINAGE PLAN
C104 STORMWATER POLLUTION PREVENTION PLAN PHASE 11
C104a STORMWATER POLLUTION PREVENTION PLAN PHASE 11) SPECIFICATIONS
C105 SITE UTILITY PLAN
C106 MAINTENANCE OF TRAFFIC PLAN
C107 SANITARY SEWER PLAN AND PROFILE
C201- C205 CONSTRUCTION DETAILS
C301 CONSTRUCTION SPECIFICATIONS
C302 CARMEL CURB AND PAVING POLICY
OPERATING AUTHORITIES:
VEOLA WA ER INDIANAPOLIS CITY OF CARMEL ENGINEERING HAMILTON COUN HIGHWAY DEPT
1220 WATERWAY BLVD. ONE CIVIC SQUARE 1700 SOUTH 10TH STREET
INDIANAPOLIS, INDIANA 46206 CARMEL, IN 46032 NOBLESVILLE. INDIANA 46060
317/263-7703 MICHAEL MCBRIDE 317/776-9814
317-571-2441
HAMILTO COUNTY HEALTH DEPARTMENT CA RMEL CITY UTILITIES
18030 FOUNDATION DR.. SUITE A CITY OF CARMEL PLANNING 760 3RD AVE S.W.
NOBLESVILLE, INDIANA 46060-2229 ONE CIVC SQUARE CARMEL, INDIANA 46032
JASON LEMAS7ER CARMEL, IN 45032 JOHN DUFFY
317-776-5500 A GE CONN 317-571-2648
CITY OF CARMEL BLDG SERVICES 317-571-2+17 COMC
ONE OVID SQUARE VECTREN GAS 9750 E. 150th STREET
CARMEL, INDIANA 46032 P.O. BOX 1700 SUITE 1600
JIM BLANCHARD NOBLESVILLE. 1NOANA 46060 NOBLESVILLE, INDIANA 46060
317-571-2444 317/776-5573 317/776-4495
C IPL
rTY OF CARMEL FIRE DEPARTMENT 25MONUMENT CIRCLE DUK ENERGY
TWO CIVIC SQUARE INDIANAPOLIS, INDIANA 46204 16475 SOU1HPARK DR.
CARMEL. INDIANA 46032 LINDA RHEA WESTFIELD, INDIANA 48074
GARY HO 317-261-5274 317/775-5352
317 -571 -2600 AT6,T CLAY TOWNSHIP REGIONA WASTE DISTRICT
HAMILTON COUNTY SURVEYOR 5858 NORTH COLLEGE 10701 NORTH COLLEGE AVENUE, SUITE A
O
O
9
ss
4 -0
2
OF
ONE HAMILTON COUNTY SQUARE INDIANAPOLIS, INDIANA 46220 INDIANAPOLIS, INDIANA 45200
SU 158 317/252-5168 RYA HARTMAN
NOBLESVILLE. INDIANA 46060 317/776-9627 317-644-9200
BENCHMARK:
ELEVATIONS ON THE SITE WERE ESTABLISHED BY DIPS AND CALCULATED USING NOE
OPUS. BASE STATIONS UTILIZED CONSIST OF WOLCOTT COBS APP, INDIANA
UNIVERSITY CORS ARP, AND GALBRAITH CORS ARP. ELEVATIONS ARE BASED ON
GEOID03, NAVD 1988.
TEMPORARY BENCHMARKS
Tam #1
MAG NAIL SET IN NORTH SIDE OF POWER POLE #22 129-A APPROXIMATELY 200
FEET EAST OF THE WE57 LINE AND 15 FEET NORTH OF C/L 106TH STREET.
ELEVATION 894.60 FEET
IBM #2
MAG NAIL SET IN THE WEST SIDE OF POWER POLE #23 129-A APPROXIMATELY 50
FEET EAST OF THE EAST LINE AND 60 FEET NORTH OF C/L 108TH STREET.
ELEVATION 899.00 FEET
8�1
Know whers below.
Call before y ou di
Within India"
81 or 800-J,92--5 4
7
NDIAHA STATE
IT IS AGAIDST 1 11 T.:�
"ITHOUT NOTFIING THE UNDERGRDUND
DAYS 5E--ORE
DECORATIVE STONES, SPRINKLER SYSTEMS, TREES, GENERAL NOTES:
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED
LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. NO EARTH DISTURBING ACTIVITY
OTHER SUCH AMENTITIES ARE NOT PERMITTED WITHIN MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.
THE RIGHT OF WAY. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISNNG UTILITIES IN THE VICINITY A V
OF THE CONSTRUCTION AREA PRIOR TO .STARTING CONSTRUCTION re
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. Q q
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORT( SECTION ARE ESTIMATES AND SHALL BE
CONFIRMED BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH A➢MINISTRANOH (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFA PART 1926.
SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) F'E'ET IN DEPTH.
U o c
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
j REGISTERED PROFESSIONAL ENGINEER. z e c 3
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY" CONTROL THROUGHOUT THIS
PROJECT. o :p non
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
�i INFORMATION.
1, 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED.
f 11) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF
CASTING OF THE NEAREST SANITARY SEWER MANHOLE. OR A GRINDER PUMP SHALT. BE REQUIRED.
12) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING.
13) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING. BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE C
SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS.
/c 14) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK, VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS I-LI C
REQUIRED.
15) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FELT.
15) THERE $HALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS OR rTl LU t'
ASPHALT PATH FOR ANY URUTY INSTALLATION IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. U
17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED W/ DOUBLE WALL HANCOR HI -O OR EOUN. U Q
se• Y 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET.
LEGEND PLAN NOTES:
In
5 �A•s e U
HEAVY DUTY ASPHALT PAVING PER DETAIL ON SHEET 0202. T7
un tEo
aw ar r C
0 2 LIGHT DUTY ASPHALT PAVING PER DETAIL ON SHEET C202
FEE, irvSN nncF il.°'.vA�ci� C
RIG -O F-WAY ASPHALT OR CONCRETE PAVING PER DETAIL W J
ON OtJ SHEET C202.
PROPOSED HEAVY DUTY CONCRETE WITH V CHAMFERED
CORNERS PER DETAIL ON SHEET C202.
O INTEGRAL WALK AIJD CURB PER DETAIL ON SHEET C202.
24 30 O P S P POSED TYPE II CURB AND GUTTER PER DETAIL ON
Q
I O MATCH IXISTIN6 PAVEMENT.
TAPER CURB WITHIN 3 FEET.
24 71 18TYP.
9O ADA ACCESSIBLE RAMP PER DETAIL ON SHEET C202.
1p AEA PARKING SIGN (1 VAN ACCESSIBLE REQUIRED) PER
29 25 DETAIL ON SHEET C202
30 Y P r 24 Y` 24 11 PAINTED WHRE 4" PARKING LINES (I1'P).
12 �.O PAINED BLUE ADA ACCESSIBLE AISLE.
V 10 2 5 N.89 13 51 1 PAINTED ADA PARKING SYMBOL (WHITE WITH BLUE
24 29 10 36 BACKGROUND) PER DETAIL ON SHEET C202.
4 t 5 lq 24" PAINTED WHITE STOP BAR
4 10 12 13 11 15 STOP SIGN
119 9 33
a i6 PAINTED WHITE TRAFFIC ARROWS PER DETAIL ON SHEET
Z 24 X\ 12 17 E"F 17 CONTRACTOR PROVIDE PSOIL
22 17 BETWEEN BUILDINGAND CURB. COORDINATE WITH
30 29 9 .i 28 6 ARCHITECTURAL DRAWINGS
5
28 2 5 28 _5g B 18 CONCRETE PARKING BARRIER PER DETAIL ON SHEET C202
28 3
33 28 21 19 PROPOSED OUMPSIER ENCLOSURE; REFER TO AS K SH ItI/
24 4."' 17 S ARCHITECTURAL PLANS FOR DETAILS
y 29 qp PAVEMENT FLUSH WITH SIDEWALK
28 5'
Q
20 S ,,Ay
`1 21 PROPOSED SIDEWALK PER DETAIL ON SHEET C202 2
uG
`\i /anr y!, 18 2B f O PROPOSED BOLLARD PER DETAIL ON SHEET 0202 P
0 20
29 26 22
5 33 2B 37 �i' e Jyi•,cA� f 23 O �'RY ONAL N
ROPOSEO SIGN LOCATION F
P Sll 1
t7 2¢ PROPOSED LIGHT POLE AIJD BASE
PROPOSED EDGE OF ASPHALT PAVING.
29 it 33 "29 20 G PROPOSED CANOPY.
a
PROPOSED SERPENTINE RACK. REFER TO
29
f
i33 5 26 Sp99 7 P CAR DRAWINGS S O OR BIKE RACK, INVERTED U-TYPE
a 2
��v\\ PER CARNET. EL CITY CODE CHAFER 270603A
28 Qe 5F 33 2g PROPOSED ROOF DRAIN REFER TO ARCHITECTURAL
29 I 1 DRAWINGS AND SHEET C103.
j y
2B �T 29 TYPE PE III CURB &GUTTER PER DETAIL ON SHEET
17
r f
Mfr III( d G202.
UFY 0PDITION IWID 34 9 l 27 l
T ES 10011 895,00
2YR 32
28 30 LEVEL SPREADER W/ SSD PER DETAIL ON SHEET C202.
eez 69 B 2B 7 GENERAL SITE NOTES: 31 BELL TOWER (ALTERNATE Al, REFER TO ARCHITECTURAL
t
w
FR PLANS).
.21 I
'7' t. ALL DIMENSIONS ARE BASED OM FACE OF CURB OR
BUILDING EXPANSION ALTERNATE A3, REFER TO
r F v
l i. y' 27 33 FACE OF BUILDING. earurlrrn iae ai eucl
d 4 DECORATIVE SIGN h u GENERAL GRADING NOTES.
5, SPRINKLER SYSTEMS TREES LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE 1, REFER TO THE HDIATIA DEPARTMENT OF TRANSPOPTATION HNDOT) STANDARD =SPECIFICATION',, 1995
NOT PERMITTED WITHIN THE RIGHT -OF -WAY. EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS, THE SECTIONS BELOW FOR VARIOUS ITEMS
ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS
FOR THIS PROJECT. PLEASE 140TE THAT OTHER.
EC TONS OF THE INDOT STANDARD SPECIFICATION MAY ALSO BE APPLICABLE.
0 3 a FILL MATERIAL SHALL CONSIST OF EARTH DETAINED FROM CUT AREAS. BORROW PITS OR OTHER
APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS
SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED Six.
INCHES FOLLOWING COMPACTION, PROPER MOISTURE COIITEIFF OF FILL 1AATERIAL WILL BE SUCH TO ACH
SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLAGS AND FUTURE BUILDINGS
SHALL BE COMPACTED TO AT LEAST 95° OF THE MAXIMUM OR) DENSIIf PER ASTM D -1557. FIELD RUN .x f V
CO MP A CTI N G T
EACH UFT SHALL BE II I AC I
ACCORDANCE WITH IIJDGT SECTION 2 11
A110 THE RECURRED CUTAPACTION CH
/r' k I f MA}II.fUN1 LAYJ11 SLOPE IS 31.
4. THE CONTRACTOR SHALL CONTACT ALL UTILITi COLIPANIES TO LOCATE MAINS, CONDUITS, SERVICE ONES,
�,e o j EFV. III THE AFFECTED CONSTRUCTION AREA EXISN G UTILITY STRUCTURES ARE SHOWN HERE IN
P ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTLirL STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (Ill COOPERATON WITH APPLICABLE URLITr COMPANi I
/IS THE EXPRESSED RESPONSIBILITI OF THE CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FILL F GRA
6. COI.IPACTED E BO BACK FILL OVER ALL UTILITIES IN PAVED AREAS.
7. ALL GRADES AT BOUNUNDAR" SHALL MEET EX OV OV
UTILITIES ISTIIIG.
A PART OF f IITAR" OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEI.fEtJT TO
BE E
S P r •!_,.J ACt;FILLED WITH GRAIJULAR MA
TO
W O ALL CONSTRUCTION ON THIS ARE TO EE PERFORMED IIJ COMPLI
IICt WITH O.S.H.A. SI'ANOARCS FOP,
SNP,H ER S
10 THE 011
CONTRACTOR SHALL COO SHORTAGE OF FA
ALL EAFRT EN
QUAN PRIOR. TO THE START OF 'C
CnNF R W IOIJ. All EXCESS OR SHORTAGE OF EARTH IS S FOR THE C O 04
B SHALL Q7
C011FlRIA 1'IRH THE E OWNER AND ENGINEER THE REQUIREMENTS FOR SfOCK OCk PILING, REMOVAL OR IMPORTING
OF EARTH. C
DJ
c c _x 11. PROVIDE P DRA WITHOUT DI
M /o' IN ALL ARE45 AFFER IIISTALLATl011. CONTRACTOR TO TEST FOR AAND CORRE CORRECT ANY Y PO NDIIIG GDNQITDNE. 1 VEFTICAL CURVES. WITH A N111111AUM1 LENGTH OF 50. SHALL BE USED WHERE POSSIBLE BETVEEH [j� VERTICAL CHANGES 114 DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. gA,c EGE p0 d Y y Q
cn
ec N o{ 5G i FH ®O' Er. rz i P o' WMe I IYa1 una/varvc Z
y
IX
CONSTRUCTION NOTE
wcfi Pa R
Eh r2 u- 1. GRANULAR 6AC icM LL BE USED FOP A LL
UTILITi AND SEWER STREET CP,OBEII•IGS.
LLr d✓ rA¢noP
etl El FE IXst rEtmnc r[ vTU`S 2. PIPE CROSSINGS SHALL BE T'rPE "6"
BORROW. TYPE "B" BORROW SIiALL MEET h
OR GREATER NORMAL SIZE
'rJ .r 1 a S� 596.9) Ao�6 T
Fx a Frt
9 I
4 NOTE:
r J a s-y sc�ror (c.E.s.) 1. CONTRACTOR. TO INSTAL_ CONCRETE
j CRADLES WHEN THE VERTICAL SEPARATION (AS
!��f �y MEASURED FRONT THE EXTERIOR OF THE
oV p "�._�4• 1 PIPES) BETWEEN SA RTARi SEWER FACILRIES,
WATER MAIN, AND STORIA SEWERS IS 16" OR
E LESS.
C s 1
I 595. 11�, .R
596 1 4 99 fr O
i
jam
i
y f 4 a 1. /�I .os i W- u� anOr onF.ry
y 5 5 3 I
Vr r�. 7 1
x .3Y A91 1`\ ei a (v atl
PAIIPRIC. P J my Ga�CTI u
1 L. i ms s• t �4a 9 CIAP CvAPU r E E REP
:-cagy CPR nuur�ct.v. iv[
6' r o
PAC L n cE NPR
I F aRG
Pps x r, e9 ae9r\I°.'. uE.e. u <rcncumr�AlucE
ace AII-E
r Jo cos 5]SS\ i'
tl9 x.55 538 G0 !C tf9 TUC CUt'5 na
9 0 �9.F91NV GUi
a r 5 WL u
TUNF x[aD Uwrr L111 TOM Triarna rE
uEE
f
.r' ��K. I 'C E cicElCre�"'u Er,cnR.,,an
06
A- 59 u a r r v vcr r,
o-
0 0 LL
��3(
l
c
IV EXISTING AREAS
.f,. PERVIOUS 20.30] AC.
P?SITIVE DRAINAGE WILL BE I.IAlI1TA111ED FOR THIS SITE. IT
��i f .x' j 4. IMPERVIOUS 0 AC. _61RCBAT115" OF MORE THAT 1 /8
9ti. IN DEPTH SHALL BE PERI.IITTED.
MP
x' ti
5 83' a6 Atli VV
AREAS THAT HOLD .4T THAN I/9 DEEP SHALL BE
96 1 PROPOSED AREA S CUT OUT AND CORRECTED TO POSITIVE ENGINEER
E 110 COST TO
r THE OWPIEP.,/ DEVELOPER/ OR EEEF
NV PERVIOUS IB.�o6 AC.
IIAPERV1015 2.089 AG.
L9Y93J
o Af
g
1
OQ 6
GRADING PLAN NOTES:
w
E+ Fo+ 09]]5 r+' j .IC- J l 6" HDPE ROOF DRAIN 0 ID MINIMUM (PERFORATED AND
411
T
89.89 1411 -PERFORATED UNDER PAVEMENT, DOUBLE WALL RANCOR RANCOR HO OR
xT \cG t\ .s�• "r .0 59]T5 l Y 1 i
EOUIV
1RF
DRY pEiD POND J X •5\\\ Si HERE ROOF DRAIN 1.0„ MINIMUM
100JR ITIOiJ 895.00 6 I L 599'' 59i IN4 i
,z J OYT 59350 N\
59Zoo (DO 1115TALL 5' 10' 1.5 P.EVETMEIJi RIP -RAP ON FILTER FABRIC
r;`. ,y '1 RAINGARDEH. REFER TO DETAIL ON SHEET L201 AND COORDIDATE
4f
111
L_ Li .:I WITH APPUGBLE SERVICE PROVIDERS
57_1 108t Strae_ t
I 1
BENCHMARK
ELEVATIONS Oil THE SITE WERE ESTA6USHED 8( GP5 AND CAVUL4TE0 LONG NGS
OPUS. BASE STATIONS UTILIZED COISIF OF VJOLCOTT CORS ARP, INDIANA
URNS ISM( CORE ARP AND GALBRAIIH CORS ARP. ELEVATIOIIS ARE EASED 014
GE01D03 NOR 1956
TEMPORARY BENCHMARKS
TO" 0, 1
MAD HAIL SET IN I4OMH SIDE OF POWER POLE '6'22 129-A APPROXIMATELY 200
FEE] EAST OF THE WEST CUE AND 15 FEET NORTH OF F/L 106TH STREET,
LT.EVATON 691.60 FEET
TBM
LAG NAIL III HE WEST SIDE OF POWER POLE ,#23 IL -A APPROXIMATELY 50
FEET EAT OF THE EAST LIME AND 60 FEET NORTH OF C/L 106M STREEL
ELEVATION 699.00 FEET
I J
e 1A 2 ,r G�'"
,S'kr JgS10NA11 E �fx" x
�O
U
DISCHATL SUMMARY
cn tfMEAST OUTLET
PEAK DISCHARGE (CFS
)O AllOWABLE ACNAL W OFFS
�I PP.E 65
EAf•E M.NUS ROW '-.RI7 ACfiES
rCI
EAGE 0 ACRES
LUME FEOUIRED 0.024 ACRES"Fr IAS DLIGIIEG)
LUME PROVIDED 0026 ACRESTF 1107. SED)JEUD
Q�
"n
1 below.
Know what's
Call before you dig.
7
n111ST1
1
l VJhIn Irld �ol/
SCALE: 1' 40'
_0 40 so
W09.0542
AVtI.fEIT WITH CONICRETE CURB AND GUTTER,
WATER QUALITY RAINGAROEIJS AND DRY DETENfTiOH ANp ASSOCIATED VTILIIiES_
(10 EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT All APPROVED STORM WATER MAIIAGEMPH PERMIT.
THE C014SMUCTIOII SEQUENCING SHALL BE AS SHOWN! OH THE TABLE BELOW.
NOTE: BEFORE CONSTRUCRON, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASOCIATEU ROOTING ZONES,
UIIIOUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, ADD VEGETATION SUITABLE FOR FILTER STRIPS.
ESPECIALLY IN PERNMETER AREAS.
COtJSTRUGT1011
SEQUENC
APRIOR TO CONSTRUCTION Oil SITE THE FOLLOWING INFORNLATIDN SHALL Sc PROVIDED ON CITE.
1. A PRE CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT (317)- 571 -2441 MUST BE
HELD BEFORE ANY COT5TRUCTION ACTIVITIES BEGIN.
2. SIGIIAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY.
SIGNAGE SHOWING LOCATION) OF SITE LOCATION EIITRANCE.
SAID SIGHS SHALL BE PLACED AT 106TH STREET DRIVE ENTRAIJCE. ADDITIOIJITY, ITOTIFICATCtl TO INDIANA
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT ADD
SITE CONSTP.UCTION UPDATE REPORTS. A PRE MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY
CONSTRUCTION ACTIVRIES.
B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND
SEDIMENT.
C. CONSTP.UCTION ACCESS DRIVE AS SHOW 011 SHEET CiD4 AID DETAIL ON SHEET 0204.
D. PERIMETER EROSION CONTROL 114STALL TREE PROTECTION FENCE. INSTALL WETLAND PROTECTION FEIJCE AND SILT
FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES WHERE INDICATED.
E. IIISTALL TEMPORARY SEDIMENT TRAPS IIJ EXISTING INLETS III ROADSIDE DITCH OF TOOTH STREET.
F. DEMOLTNON REMOVE EXISTING GRAVEL DRIVES.
G. ROUGH GRADE SITE, IF LEFT UNDISTURBED FOR I.IORE MAD 15 DAPS, TEMPORARY SEED PEP DETAIL OH
SHEET C201.
H. SANITARY SEWER INSTALLATION OF GRAV SEWER LATERAL SHALL BEC11
L STORM SEWER. STORM SEWER, ROOF DRAIN, AND UNDERDRAINS SHALL BE CONSTRUCTED.
J. IIISTALL BUILDING FOOTERS. ROUGH UTILITIES, IE. AIJD FOUNDATION AS PER ARCHITECTURAL
PLAID REQUIREMENTS
N UTIUTES COORDINATION WITH UTILITIES FOR WATER MAIN5, GAS LINES, TELEPHONE, CABLE TV AND
ELECTRIC ONES TO TAKE PLACE AS WORK PROGRESSES, PROPER. GRADING AND SEEDING TO BE
INSTALLED UPON COMPLETION OF INSTALLED UTILTIES.
L. PAVEMENT UME STABILIZATION INSTALLATION OF COIJCREfE CURBS AND ASPHALT LAYERS TO BE PUT III
PLACE TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IIJ ACCORDANCE WITH STATED
PLANTING CHART.
M. FINISH GRADING FINISH GRADES WITH SEEDING REOUIREMENTS TO BE COMPLETED, AND EROSION
CONTROL BLAIIKETS AND SILT FENCE AROUND DRY DETENTION AREAS AND SWALES (VEGETATIVE
RAINGARDEII) AS SHOWN 014 PLAITS. RIP -RAP TO BE INSTALLED AND /OP. INSPECTED IF PREVIOUSLY PUT IN
REQUIRED LOCATIONS, PERMANENT SEEDING TO BE PLACED IH ACCORDANCE WITH EROSION COIITROL PLAN AS SHOWN.
IIISTALL COCONUT MAT OVER INLETS.
11 CLEAIIUP CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF
DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLET TO BE
CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE.
0. FINAL LANDSCAPING INSTALL ADD FINISH LANDSCAPING III AREAS OF COMPLETED CONSTRUCTION). INSTALL
PLA14TE 111 RAINGARDEN AS INDICATED IIJ DETAILS ON LANDSCAPE PLAID. REMOVE STRAW WATTLE WHEIJ
VEGETATION) HAS BEEN ESTABLISHED.
P. PEPKIA14ENT SEED ALL AREAS OF DISTURBANCE.
SWPPP FOR CONSTRUCTION SITES
1 HYDROLOGIC UNIT CODE (14 DIGIT) 05120201090070
2 IDENTIFICATION OF ALL RECEIVING WATERS BRA14DYWI14E REGULATED DRAIN TO CROOKED CREEI EVENTUALLY TO
WHITE RIVER•.
PRE- CONTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (1D YEAR) 010 PRE 12.21 CFS,
010 POST 0.71 CPS
SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE SEE STORMWATER POLLUTION, PREVEIITION PLAIT,
SHEET C10- STORMWATER WILL BE CHANNELED PAIN GARDENS AND VEGETATED SWALES AND EVENTUALL'1 INTO A DRY
DETENTION BASIN WHERE IT WILL EXIT THE SITE INTO BRANDIWINE LEGAL DRAIN.
5 IDE14TIFICATIOII OF POTE14TIAL DISCHARGE TO GROUND WATER RYAN GARDENS AIJD DR! DETENTION,.
6 SOILS MAP W/ SOIL DESCRIPTIONS ADD LIMITATIONS SEE BOTTOM LEFT OF STORMWATER POLLUTION PFEVENRON
PAM, SHEET C104.
7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES POTENIDAL POLLUTANTS FROM CONSTRUFTION ACTIVIT, SUCH AS
ASPHALT FROM PAVING; CONCRETE FROM CURSING. SIDEWALKS, OIL, GREASE. ANTIFREEZE GASOLINE ANO DIESEL FUEL
FROM CONSTRUCTION EQUIPMENT. SOIL EROSION; FERTUZER AND PE'SHO ES FROM _ANDS CAPINIG AND TRASH SHOULD
BE PROPERLY ATTENDED TO TO REDUCE THE COMAMINA14TS FROM ElfTEPNG THE STORM SYSTEM TRASH SHOULD BE
CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AHD, /OR OTHER BIOLOGICAL
AGENTS FROM ENTERING IN THE STORM SYSTEM,
8 TEMPORARY AND PERMANENT 5TOPMWATER OUAUTY MEASURES
A. LOCATION SEE SHEET C104. WATER OUALITY FAIT GAPDDIS, VEGETATED SWALES, ARE BEING
UTILIZED FOR WATER OUAUTY
D. DIMENSION SEE SHEET 1_101 FOR WATER QUALITY RAIN GARDEN
C. DETAILED SPECIFICATIONS
0 S SEE SHEET C' i i AIJ
_0 C 0 D C204
D. CONS RUCTION AI
DET 1_5 SEE SHEET 1_201, C 0 AND r
E. MONITOR AND MAINTENANCE A El1AVCE GUIDELIIlES
SEE C.::NI f.IANJUA! AIID THIS
SHEET,
NOTE: ASR
REQUIRED Ill "RULE 5" SE F -1
L AOIJITORIIIG INSPECTIONS TO BE COMPLETED AT A A REGULATING 1. M11
11 M OF ONCE PER
WEER
ANO WITHIN 24
HOURS OR THE NEXT IN 4
BUS MESS DA', Or RAIN OR
�P.c.41ER BT QUALIFIED INSPECTOR IIJ�PECTIONIS
REQUEST BE RETAINED FOR ATING RECO UTHORM. THROU GHOUT THE LIFE OF ME PROJECT AND PROVIDED WITHIN, 48 Ii OURS OF A
F.EOUEST FROM ATING ArJORiT,
9 GENERAL CONISTP.UCTIOtJ SEQUENCE SEE CONSTRUCTION SEOUENCE THIS SHEET.
10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BOPROW/DISPOSAL AREAS -SEE SHEET C104 FOR LOCATION
OF SOIL STOCKPILES.
11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEAMY SEE SEASONAL SOIL PROTECTION! CHART
12 EROSION AND SEDIMEIJT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDRIG LOT N /A.
13 MATERIAL HANDUNG AND SPILL PREVENTION PLAIT
THIS MATERIAL HANDLING AND SPILL PREVENTION PL ll IS BASED UPON REOWPEMENITS SET FORTH IN THE INDIANA
ADIAINISTRATVE CODE. SECTION 327 NC 2 -6 -1. THE FULL TEXT OF THIS CODE CIN BE FOUND ON THIS SHEET
POTENTIAL POLLUTANTS ON SITE IAA', INCLUDE VEHICLE LUBRICMITS, OILS, VEHICULAR FUELS, CDIICRETE WASH -OUT,
MULCH. PESTICIDES, HERBICIDES. FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAF: OR BE SPILLED FROM
TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEI;.
FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS U14-SITE IT IS IMPORTANT THAT ALL
MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES.
SMALL SPILLS AIJD LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR
DUMFSTERS FOR PROPER DISPOSAL.
FU GJI'IG TRUCKS WILL HE EQUIPPED WITH SPILL PREVENTION FITS FOR SI.IALLER FUEL SPILLS. ALL VEHICULAR
MAINTENANCE SHALL BE PERFORMED III THE SAME DESIGNATED AREA, THROUGHOUT THE COLSTRUCTON TIME FRAFAE. IF
POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF -SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE AIJY
MATERIAL SPILLAGE, THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE.
E11
CA
SE G F A SPILL APPROPRIATE
TE I STATE A ND LOCAL AG L SHALL E ES LL EE NOTIFIED AHD PROVIDED U CEO WITH WITH THE FOLLOWIIJG
IIIFORIAATIOII: TIME SPILL LO TI OF SPILL, I SOURCE OF SPILL. AFPRI A VOLUME AND LKI OF
SPILLAGE, WEATHER C ONfR
pONS AT AT TIME OF SPILL. PERSONAL AL PRESENT AT TIME OF SPILL. LL. AIID ALL ACTION TA TAKEIJ FOR
POST SPILL CLEANUP,
EHEPGEI&I P112ONSE NI
RESPONSE FOR ANY LIFE THREATENING PROBLEM: 0 11
CARMEL FIRE DEPARTMENT (317) 571 -2600
CARMEL POUCE DEPARTMENT: (317) 571-2500
IHDIANA DEPARTMENT OF NATURAL RESOURCES' (812) 477 -8773
IDEIA SPILL RESPONSE CENTER: (317) 233 -7745
NATIONAL RESPONSE CENTER. (800)- 424 -8802
CONTPACTOR SHALL CONTACT A WASTE RECOVERY AGENC. 9ALIEDIATEL, FOR REMOVAL OF CONTAMINATES AIJD
COORDINATION, OF MONITORING THE SITE DURIIIG CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED.
CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INJSURE ALL REQUIRED CLEANUP AND
R
0
FILING REPORTS ARE PROPERLY SUBMITTED.
THE DEVELOPER SHALL BE COIJTIIIUALLY INFORMED OF AN' CONTAMINATION COHCERN OCCURRIIIG ON THE SITE. THE
CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED C NTRA: ORS FOR SPILL REMEDIATON- ALL SITE
PERSONNIEL. INCLUDING MAINTENANCE EMPLOYEES. SHALL BE IAADE AWARE OF PROPER _PILL PPEVENTI011 AIJD
All
REMEDIATloll TECHNIQUES ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IIJ ID
APPROVED MAIJNER IN COIAPLIAIICE WITH LOCAL ADD STATE LAWS. DO IIOT FLUSH SPILL MATERIALS WITH WATER
UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY_
14 CONTACT INIFORMATOT FOP. TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLURCN PREVENTIOIJ FOR THE
PROJECT SITE
SEE THIS SHEET FOR INFORMATIOtI
15 CURRENT REVISION, DATE 011 ALL SHEETS
SEE TITLE BLOCK
SWPPP FOR P CONSTRUCTION
I DESCRIPTION OF POLLUTANTS AIJD THEIR SOURCES ASSOCIATED WITH THE PROPOSED
LAND USE THIS SITE IS A PROPOSED CHURCH POTENTIAL POLLUTA14TS FROM
POST CONSTRUCTION ACTIVIT, SUCH AS SANDS AND SALTS MOO- SHOW REMOVAL: THERE IS
A HIGH POTENTIAL FOR FUELS. OIL, GREASE ANTIFREEZE, ETC FROM VEHICLES INCLUDING HEAVY METAL FROM BPAkE PAD WEAR SHOULD BE PROPERLY, ATTENDED TO TO REDUCE
THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM_ TRASH SHOULD BE CLEANED UP
TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR
OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS
AND HERBICID cS SHOULD BE AVOIDED- CLEAN UP IMMEDATELI' IF AN', IS SPILLED,
POST- CONSTRUCTION STORMWA'TER QUALM MEASURES
A. LOCATION SEE SHEET 1103. IAULTI -TIERED RAIIIGARDEIIS WILL BE UTILIZED
FOR WATER DEALT
B- DIMENSIONS SEE SHEEF 0103
C SIZING CALCULATIONS SEE DP•AINAGE REPORT
D. DETAILED SPECIFICATIONS SEE SHEET L102
E CONSTRUCTION DETAILS SEE SHEET LI01 AIID 1_102
3 SEOUENCE DESCRIBING STORMWATER OUALITY MEASURE IMPLEMENTATION -SEE
COIISTRUCTI011 SEOUENICE. C104A
ATDRMWATEP QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE
ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS SEE STORMAITER POLLUTION
PREVEW11011 PLAN. SHEET C104. STORIAWATER WILL BE CHANNELED THROUGH RAINGARDEII
WITH OVERFLOW RISERS AND SUBSURFACE DRAINS TO DR'Y DETENTION_ FLOATABLES WILL
BE INITIAI-LY TRAPPED BY THE RAINGARDEII AT EACH IITLET POINT.
5_ AIJ OPERATION AND MAINTENANCE MANUAL FOR ALL POST CONSTRUCTION STORMWATER
QUALITY MEASURES- SEE ATTACHED 0 &M
MAINTENANCE GUIDELiNES'FOP. THE RAINGARDENS AND DRY DETENTION ARE INDICATED IN
THE O &NI MANUAL k
U L P JVIDED AND THE FOLL0V4111G,
ROUTINE INSPECTIONS SHOULD OCCUR EVERY 5 MONTHS BY THE OWNER.
MAIIITEIIAN
CE.
1. CHECK FOR OBSTRUCTIONS IN INLET OUTLET OF #201.
2 CHECN' FOR DEBRIS AND EROSION III PAINGARDENS, THIS SHOULD OCCUR AFTER EVER,
MAJOR RAIN EVENT_
3, MAII•ITAIN GRASS AROUND DRY DETENTION AND PARIGARDEIJS MOWED AT 3 HEIC-HT.
4. REMOVE ANY' WEED VEGETATION FROM RANGARDENS AND DRY DETENTION.
SECTI 2
MATERIAL HANDLING AND
SPILL PREVENTION PLAN
III URGER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DUPING CONSTRUCTION
THE COIITRACTOP.S SHALL IIAPLEMENTT THIS MATERIAL HANDUNG AND SPILL PREVENTION
PLAID. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND
REQUIRE THAT THE)' IIIPLEME14T THE PLAIN AS WELL,
1, CONSTRUC7IGN EQUIPMENT
A. FUEL11G, LUBRICATION AND FLUIDS. ALL OPERATIONS IHVOLVIIIG THE ADDITION OF
Fl.UIDS TO EQUIPMENT SHOULD BE DONE IN ONE LEGATION, AS DESIGNATED By THE
CONSTRUCTION MANICER, SO THAT SPILLS ARE LIMITED TO ONE LOCATON Oil THE SITE,
WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF All 01'ISITE- FUEITAC- TALI'. IS
PVIIHED TO BE Oil SITE. IT SFIALL BE DOUBLE WALLED AND STORED Ill THIS DESIGNED
AREA. THIS LOCATION IS All AREA THAT WILL HOT ALLOY! SPILLED FLUIDS TO MIGRATE
INTO SUBSURFACE SCALE IN THE EVENT OF A SPILL, THE FLUID SHALL IM IJEDIATEL, BE
CL:ADED UP B', REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED
OF III All ACCEPTABLE MANNEP. SPILLS ON HARD SURFACES SHALL BE SOA1 UP 8'Y
All ACCEPTABLE MATERIAL SUCK AS OIL DP( AIJD THE ABSORBENT MATERIAL DISPOSED OF
IN A PROPER. MANNER_ THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO TFIE
CONSTRUCTION MANAGER'S SUPERILTLNDENT-
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE
EOUIPI.IENT OF. THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DOME
OFFSITE AT A FACILITY THAT' IS MORE SUITABLE THAT A CONSTRUCTION SITE TO HANDLE
SPILLS. WHEN EQUIPMENT MUST BE P.EPATED ONSITE IT SHOULD BE MOVED TO THE
MAINTEIIANCE AND FUELIIIG AREA IF POSSIBLE OTHERWISE, SUITABLE ON SITE COIITAIIJERS
SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS
AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER. NIAtINER_
C. ALL REUSABLE FLUID COT HAILERS, SUCH AS GASOLINE CANS. SHALL BE INSPECTED
FOR LEANS EACH TIME THE'. ARE USED IF LEAIO ARE FOUND, THE FLUID SHALL BE
REMOVED FROM THE CONITAIIJER III A PROPER MANNER AND THE CONTAINER DISPOSED OF
IN AN ACCEPTABLE MAtJIJER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES
AND LUBRICATING OIL. AND BRAKE FLUID CONTAINERS, AND THEIR. PACKAGING, SHALL BE
DISPOSED OF Ill A PROPER MANNER AIJD SHALL NOT BE LEFT ON THE GROUND OR IN
THE OPEN CIA THE CONSTRUCTION
RLA CONSTFVCTIGIJ HAT
C LS AND THEIR PACIIA H
C
A ER 'ION SHOWN CONTROL MEASURE H n
0 _IJ THE SUBJECT PROJECT SHALL CI BE
IIAPLEIA N PRIOR
C TED RILE TO AIID DURING
GONSTRDA I Il THE
PR OPER SEOUEI1CIilC TD
MINIMIZE SOIL ER ITN. EPII''I IJ
7 OITPH HALL BE INSPECTED
AF10 MAINTAINED "S
DESCRIBED
ELSE E E 0 THE PLANS EXCESSIVE S, E EXC S TIE_.. VE DV OSS A N THE SITE CHAT.
SOLE 0
BE fAlllifl 'J P
.ED 6 REDUCING 0011 TFUCTI N TP. FF1' ACROSS U OSS AP I
BARE EP L DUPING TRY
AIJD /OR WINDY WEATHER AND B APPLYING WATER DR OTHER ACCEPTABLE DUST CONTROL
I.1 FA UREA TO THE SOIL. 'JP01J LOMPLENION OF CONSTRUCTION AND SUITABLE
ESTABLISHMENT OF PERMANENT VEGETA1'10111, TEMPORARY EROSION COIITROL MEASURES
SUCH AS SILT FELIC.E, CHECK CAMS AND INLET PROTECTION DEVICES SHALL BE REIAOVED
IN A MANNER TO M........E ADDRIONAL LAND DISTURBANCE ANY AREAS DISTURBED BY
AL
THESE OPERATIONS SHALL BE PROPERLY REVEGATATED.
B_ LARGE WASTE MATERIALS CREATED BY CUTTING. SAWING. DRILLIIIC, OR OTHER
OPERATIONS SHALL BE PROPERTY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE
SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE
MATERIALS. INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BJ WIND SHALL BE PICKED
UP A.1ID DISPOSED OF IN SUITABLE CONTAINERS- WHERE POSSIBLL, OPERATIONS SUCH AS
SAWING THAT CREATE SNWLL. PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN -It AREA
PROTECTED FP,OM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY
TO MINIHIZE WIND DISPERSAL PACKAGING USET) TO TRANSPORT MATERIALS TO THE SITE
FOR CONISTRUCTIONI OF THE FACILITY SHALL BE DISPOSED OF PROPERLY. WHETHER THE
MATERIAL IS i'AII EN OUT OF ITS F.ACIIAGE AND INCORPORATED INTO THE PROJECT
IMMEDIATELY OR STORED QNSITE FOR FUTURE USE, PACKAGED MATERIALS STORED ONSITE
SHALL BE INSPECTED REGULARLY ADD ANY LOOSE PACIIAGttIG SHALL BE REPAIRED OR
DISPOSED OF PROPERLY
C ALL DEWATERHO, OF ACTIVITIES SHALL BE DONE IIJ ACCORDANCE TO GOOD EROSION
CONTROL PRACTICES, THESE PP.ACHCES SHOULD INCLUDE THE USE OF DIRT BACS SUCH
AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES
WILL REMOVE LARGE QUANTITIES OF SILT, SEDIIAEIT, AND DIRT AND PREVENT THESE
MATERIALS i0 STIFF THE STORM SEWER SISTENI.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL
CONSTRUCHON EQUIPMENT USED SHALL BE CLEAVED OF ALL EXCESS MATERIAL WITH WATER.
IN THE MAINMIAHCE AND REFUEUIJG AREA AS SHOWN WIM11 THESE PLANS
E NUTRONS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION,.
WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTTOH TO THE
PRODUCTS RECOMIAENDED USAGE
3 CONCRETE WASTE WATER
A. ALL CONCRETE V
JA TCWATEI: SHALL BE DISPOSED 5 OSED OF INJ THE DESIGNED AREA A S
DIRECTED 81 THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE
PIT AS DETAILED OIJ THE EROSION CONTROL PLAY. THIS AREA SHALE_ BE INSPECTED Oil A
DAILY BASS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE
EXCAVATED. PLACED III All ACCEPTABLE CQIITAINER AND DISPOSED OF III PROPER MAIANJER,
B1 THE E,CAVATIOIJ CONTRACTOR
4. PAINT PRODUCTS
A. ALL EXCESS PAIIIT A11D THEIR PEI TLU PRODUCT SH- BE DISPOSED OF IH THE
MATTER AT WHICH THE MAI'TUFACTU'IER SUGGESTS UNDER. TO CIRCUMSTAOCES WILL PAIIIT
OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SAHRARY' SEWERS,
STORM SEWERS OR BETENTION BA HIS. AIJ, VIOLATION OF THIS SHALL BE REPORTED TO
THE JOB SUPEPINILNDEI'IT
IN THE EVENT OF ACCIDENTALLY COLIAMINATI011 ALL EFFORTS SHOULD BE MADE TO
REMOVE COITW.IIIIAHTS IN All APP OFRIATE MANNER. THE CARMEL FIRE DEPARTMENT
SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED.
SECTION i
EMERGENCY RESPONSE NUMBERS
EMI
E EIICI FOR ANY LIFE PEATEI IINIC PROBLEId 9
CAR MEL FIRE OFPARTMGI THT 317- 577
1 -2600
CARMEL POLICE DEPARTMENT 317-571-2500
INDIANA DEPT OF NATURAL RESOURCES 81 477 -8773
INDIANA DEPT OF EINIPONIMENIFAL MANAGEMENT 317 7745
HAMILTOII COO IT, COON T, SOIL AIID WATER 317 -77 1400
CITY OF CAP.MEL EII INEFRING 317 -571 2441
RULE 6. SPILLS OF OIL AND OTHER
OBJECTIONABLE SUBSTANCES; REPORTING,
CONTAINMENT AND CLEANUP
(REPEALED BY WATER POLLUTION CONTROL BOARD: FILED FEB 25, 19 1:00
P.M.: 20 IR 1734)
RULE 6_I. SPILLS; REPORTING. CONTAINMENT, AND RESPONSE
327 LAC 2 -6.1 -1 APPLICABILITY
AUTHORITY': IC 13- 14 -8 -7
AFFECTED. IC 13 -11 IC 13 -18 -1; IC 13 -I8 -3; IC 13 -18 -8; IC
3 -18 -17
SEC. i THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF,
AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES.
EXTREMELY HAZARDOUS SUBSTAI ICES. PETROLEUM. ARID OBJECTIDIIABLE
SUBSTAIICES THAT ARE OF A QUANTIFY, TYPE, DURATION AND IN A LOCATION AS
TO DAMAGE THE WATERS OF THE STATE NOTHING IN THIS RULE IS INTENDED
TO AFFECT REPORTING OR CLEAN -UP REQUIREMENTS SET FORTH BY OTHER
FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTIOII CONTROL BOARD; 327 IAC
2- 15A -1; FILED FEB 25, 1997, 1:00 P.M. 20 IR 1731: READOPTED
FILED JAN 10, 2001, 3 ^_3 P.IA.: 24 IR 1518; READOPTED FILED NOV 21, 2007,
1:16 PJJ: 200 IR- 327070553BFA)
327 AC 2 -6.1 -2 SPECIAL AREAS
AUTHORI Y IC 13-14-8-7
AFFECTED: L 13-11-2 IC 13 -1
6 1: IC 13 -I8 -3 IC i3 -IB -b: IC
,3-15-17
SEC. 2 CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING
UMOUE GEOLOGY. A LARGE SECTIO14 OF THE LAID- SOUTHERN PART OF THE
STATE IS A KARST PEGION. PORTIONS OF SAINT JOSEPH, EMHART, IIOSCIUSKO.
AND wGRAN COUNT
GE CONTAIN SOLE SOURCE AQUIFER AS REFERENCED
III 42 U.S.C. 3001f-3(E. THE WATERS OF THE STATE ARE PARTICULARLY'
VULNERABLE TO DAMAGE FROM SPILLS IIJ THESE AREAS, AND CARE SHOULD BE
EXEP.CIS O W
E HEN E TIN DAMAGE F SPILLS. I/IFOR HVI NI ABOUT THESE
AREAS CAN OBTAINED TAINED CALLING THE HE E
DEPARTMENT OF 4SE SECTIO A
N
CODE 1 8 8 8 MANA OFFICE OF OA ND QUALITY, EMERGENCY' RESPONN AREA
CODE -8BB -233 -7745 FOR IN -STATE CALLS (TOLL FREE). SEC (31 2 45
FOR OUT -OF -STATE CALLS. (WATER PO ,1' 2 0 IF C 17 BOARD; 327 7 :AC IAC
2- .200 FILED FEB 22, 1997, 1:00 P.M.: 20 311; READOPTED FILED JAIL
10, 2001. 3:23 P.M.: IR 11R READOPTED FILED 17 FILED IIOV 21. 2007, P.M.
00
271219- IR- 327070l 553BFA; ERRATA FILED PT MAY 27, 2008. 2:OE P.M.:
?0080635- IR- 3270B04J 9ACA)
327 IAC 2 -6.1 -3 EXCLUSIONS
AUTHORITY IC 13- 14 -8 -7
AFFECTED: IC 13 -11-2; IC 13 -18 -1; IC 13 -18 -3: IC 13 -18 -b; IC
13 -18 -17
SEC. 3. 110TW1IHSTANOING ANY OTHER SECTION OF THIS RULE. THE
REPORTING REOUIREMENT OF THIS RULE DOES HOT APPS, TO THE FOLLOWING
OCCURRENCES:
(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN
APPUCAB LE PERMIT WHEN THE SUBSTANCE IN OUESTION IS COVERED
BY THE PERMIT AND DEATH OR ACUTE INJURY OP. ILLNESS TO ANIMALS OR
HUMANS DOES NOT OCCUR.
(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT UMITED TO
(A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO
LAIID OR WATER, OP.
(M) DUST 'uUPPP,ESSION MATERIALS.
(3) THE APPUCATN OF PETROLEUM NECESSARY FOR CONSTP.UCROIJ THAT
DOES NOT DAMAGE WATERS OF THE STATE.
(4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.
(5) SPILLS OF INTEGRAL OPERATOG FLUIDS, IN THE USE OF MOTOR VEHICLES
OR OTHER. EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN, OR EQUAL
TO FIFTY-FIVE (55) GALLONS AHD WHICH DO IIOT DAMAGE WATERS OF THE
STATE.
(6) OIL SIAEE14S PRODUCED AS A RESULT OF THE NORIAAL OPERATION OF
PROPERLY FUIICTI0NI14G WATERCPAFT.
(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY
THAT HAS BEEIJ APPROVED AND AUTHORIZED BY A STATE OR FEDERAL OfECENIE
COORDINATOR. (WATER POLLUTION CONI1 01_ BOARD: 327 LAC 2- 6.1 -3; FILED
FEB ^_5, 1907, 1:00 P.M.: 20 IR 1731; ERRATA FILED NIAR 7. 1997, 225 PUI
20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 PA.: 24 IR 1518;
READOPTED FILED NOV 21. 2007, 116 P.M.: 20071219- IR- 3270705_3BFA)
3271AC 2 -6.1 -4 DEFINITIONS
AUTHORITY: IC 13- 14 -8 -7
AFFECTED: IC 13 -11-2: IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC
13- 18 -17; IC I4- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15
SEC. 4, IN ADDITION TO THE DEFINITIONS CONTAINED IN IC
13- 11- 2- 17(D), IC 13- 11- 2- 35(A), IC 13 -i1 -2-51, IC 13- 11- 2- 158(A),
IC 13 -11 -2 -160, IT 13 -11 -2 -260. IC 13 -11 -2 -265. AIJD IN 327 IAC 1.
THE FOLLOWIUG DEFINITIONS APPLY THROUGHOUT THIS RULE'.
(1) ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH,
CRUSTACEANS. AND AN IAOLLUSKS-
(2) `AQUATIC LIFE' MEA THOSE PLANTS AHD MA
CROIN!'JERTEBRATES THAT ARE
DEPENDENT P N
0 U AQUATIC ENVIP, NI.1 IT.
0 E
I
3 COIJTAIIJ' 1,1EAI•I T
S 0 TAKE SUCH IMMEDIATE TO ACTION FE I VELY ARYi TO
DAM, BLOCK RESTRAIN, OR OTHERWISE ACT
TO MOST EFFECTIVELY
PREVENT A PI
5 LL FROM EIITERING WATERS TES 0 F THE STATE OR MINIMIZE DAMAGE
TO THE WATERS OF
THE STATE FROM A SP
ILL
ILL
11`;
DAMAGE M F _THE ACTUAL OR E
IJEIlT ALTERATION OF THE WATE RS OF
THE STATE 50 AS TO RENDER THE WATERS HARI,IFUL, DEIRIh1EIITI,L,
OR INJURIOUS TO:
(A) PUBLIC HEALTH. GARETf, OR WELFARE;
(B) DOMESTIC. COMMERCIAL. INDUSTRIAL. AGRICULTURAL, OR RECREATIONAL
USES: OR
(C) ANIMALS OR AQUATIC LIFE
(5) DOWNTP.EAM WATER USER" MEANS:
(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED Of THE
DEPARTMENT OF 14ATURAL RESOURCES UNDER IC 14- 25- 7- 13(D);
(B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14- 25 -7 -15;
(C) USERS OF RECREATIONAL WATERS: OR
(D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.
(6) "EXTREMELY HAZARDOUS SUBSTANCE MEANS A SUBSTANCE IDENTIFIED
PURSUAIN TO 42 U, SC, 11002 AND 11004. (40 CIF. 355 APPENDIX.: A.)
(7) "FACILITY" LIEANS ALL LAND. BUILDINGS. EQUIPMENT, STRUCTURES. AIID
OTHER STATIONARY ITEMS THAT ARE LOCATED 014 A NIGLE SITE OR
Ott CONTIGUOUS SITES AIID THAT ARE OWNED OR OPERATED BY THE SAME
PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY', OR IS
UIIDER COMMENt CONTROL WITH, SUCH PERS014
(8) FACILITY BOUNDAF.' MEANS THE BOUNDARY OF A FACILITY OR All
E SE HT
AMENT OR RIG-OF -WAY.
(9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U S.C.
9601(14).
(10) MODE OF TRANSPORTATIOW INCLUDES, BUT 15 NOT UMITED 10. CARRIAGE
61
(A) RAIL AND MOTOR VEHICLES:
(B) AIRCRAFT;
(C) WATERCRAFT;
(D) PIPELINES: OR
(E) OTHER MEANS OF TRANSPORTATIQT,
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STORM SEWER NOTES:
I- FULL DEPTH TRANlIW2 BACKRLL SHALL. BE FOR DUAL 10-28 ON SHEET C203.
2 RUM TO DETAIL 1D-20, SHEET C203 FOR TRENCHING. BACKR L AND COVER REQUIREMENTS.
3. PIPES LENGTHS ME MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
DOES NOT INCLUDE EMI SECTIONS.
4 THERE SHALL BE NO FRAMES. CASINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT. CURBS, SIDEWALKS,
OR ASPHALT PATH FOR ANY UIIITY INSTALLATIONS IN THE FIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET
CASTINGS.
-NOTE
RUN WATER LINE A MINIMUM OF 54 DEEP.
PROVIDE MINIMUM OF 10' HORIZONTAL 2' VERTICAL CLEARANCE BETWEEN WATER SANITARY LINE SANRARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900
WATER MAIN GRADE PVC.
MINIMUM COVER FOR PIPE CROSSINGS SANITARY SEWER NOTES:
WITHIN CITY RIGHT -OF -WAY 1. EXTERIOR OF ALL "HOLES NEED TO BE COATED.
2 MAINTAIN SEPARATION OF WASTE SENATE AND SEWER LATER L STUB -OUTS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SA NITAR Y MAINS, WATER SERVICE LATERALS, 4 3. INSTALL A TRACER WIRE WITH ALL MANS AND SERVICE CONNECTIONS
A PRE CONSTRUCTION MEETING WILL N® TO TAKE PLACE BETWEEN
SANITARY' SERVICE LATERALS UNDER C STREETS, REGARDLESS T JURISDICTION OF THE UTILITY. UTILITY CONRUCIOR AND SEWER NSPECIOR PRIOR TO THE COMMBICEMEM
THE MINIMUM COVER FROM THE TOP OF F THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED OF PITY SEWER UTILITY WORK.
PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL
ABOVE THE SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY
PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE =5
THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE URLTTI' THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT
SHALL GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN
PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CRY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR
TO BACKFIWNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM
PIPE AS T IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS
APPROVED BY THE CITY OF CARMEL
DIRECTION I PIPE PIPE
OF PIPE
IN nlrz LENGTH MATERIAL
10.44 6.06 24" MANHOLE SOLID 12 "/15
iO.60 4.40 24"X24" Ol1TLET CONTROL GRATE 12" SW 20' RCP
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GENERAL NOTES:
1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES
ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION.
3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE.
CONNECT TO BUILDING DOMESTIC AND FIRE LINE COORDINATE WITH PLUMBING DRAWINGS.
4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES.
5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE
AND METER WITH GAS COMPANY.
6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS.
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7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED.
DOCUMENT ANY CHANGES.
B) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM SANITARY SEWER
SYSTEMS AND DOMESTIC /FIRE LINE SERVICE
9) FOLLOW ALL LOCAL AND STATE CODES IN REF`ERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND
STORM SEWER SANITARY SEWER INSTALLATION,
10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND
IRRIGATION SYSTEM.
11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS.
12) SANITARY SEWER LATERAL WATER SERVICE, ELECTR(CAL/TELEPHONE CONDUITS SHALL BE
GRANULAR BACKFILL FOR ENTIRE RUN,
13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES. THE EXPENSE OF SUCH RELOCATION
SHALL BE THE RESPONSIBILITY' OF THE DEVELOPER, ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE
FOOT OF THE PROPOSED RIGHT
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-OF -WAY
14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
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cm
15) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT,
CUR85, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE
EXCEPTION OF CURB INLET CASTINGS.
16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES
W
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Q
OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY.
17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -0 OR EQUIVALENT.
18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET.
(�j
=1 a)
U
19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWER AND POSITIVE DRAINAGE PRESERVED.
20) DRAIN EP
AGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH
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FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE
UTILITY PLAN NOTES:
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O CONNECT PROPOSED 5' SANITARY SEWER LATERAL TO PROPOSED SANITARY SEWER.
COORDINATE CONNECTION WITH MEP. PROVIDE CLFANOUTS AS REQUIRED /SHOWN. VERIFY
INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED
OCONNECT DOWNSPOUTS TO 6" HOPE ROOF DRAINS AT 1.0% MINIMUM
(COORDINATE AND CONNECT 6 PVC WATER SERVICE LINE TO EXISTING STUB PROVIDED AT
EXISTING WATER MAIN. SPLIT 2" WATER SERVICE AND METER AT LOCATION SHOWN.
COORDINATE CONNECTION WITH PLUMBING DRAWINGS AND ACTUAL LOCATION OF EXISTING
WATER MAIN. COORDINATE CONNECTION OF BUILDING WATER LINE SERVICE METER LOCATION
WITH LOCAL SERVICE PROVIDER
(DC AND CONNECT BUILDING ELECTRICAL LINE TO ELECTRICAL TRANSFORMER.
COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS
REQUIRED. TO
T
2 -4" EC CONDUITS BE INSTALLED WITH PULL STRINGS
(COORDINATE AND CONNECT BUILDING TELEPHONE SERVICE LINE TO CONNECTION POINT AS
PROVIDED. COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE PROVIDER FOR
RELOCATION OF PEDESTIAI_ ADJUST AS REQUIRED. 4' PVC CONDUIT TO BE INSTALLED
WITH PULL STRINGS. CONTRACTOR TO PROVIDE J6 GROUND WIRE AT THE D -MARC
LOCATION. 4 LINES ANTICIPATED FOR SERVICE
(PROPOSED TRANSFORMER PAD LOCATION
(2)CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER TO ARCHITECTURAL
DRAWINGS AND COORDINATE WITH SERVICE PROVIDER
OPROPOSED SANITARY LATERAL CLEANOUL REFER TO DETAIL ON SHEET C201
O9 EXISTING FIRE HYDRANT
10 PROVIDE 2 4' ELECTRICAL CONDUIT. COORDINATE WITH UTILITY PROVIDER.
II 12 HOPE ROOF DRAINS AT 1.0% MINIMUM
@6' HOPE ROOF DRAINS DOUBLE WALL RANCOR HI -0 (NON PERFORATED UNDER PAVEMENT)
13 PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY /STORM SEWER PIPES AND
ALL OTHER PIPES. INSTALL C014CRETE CRADLE IF CLEARANCE IS LESS THAN IB'
14 FIRE DEPARTE14T CONNECTION (5 STORZ CONNECTION
IS 6" FIRE SERVICE LINE
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W09.0542
TRAFFIC PLAN 106th Street
MAINTENANCE OF TRAFFIC NOTES
LEGEND
DRUM TYPE BARRICADES (INDIOT SPEC 801.09) SPACED AS
NOTED WITH TYPE "C' STEADY BURN LIGHTS,
ADVANCED WARNING SIGN
WORK AREA
O OPIIOI,)AL PLAGUE
SIGNAGE SCHEDULE PHASE I 11
2 W20-1 (36,36) ROAD WORK AHEAD'
24 DRUM EPE BARRICADES (INDOT SPEC 801,09)
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MAINTENANCE OF TRAFFIC NOTES
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NOTED WITH TYPE "C' STEADY BURN LIGHTS,
ADVANCED WARNING SIGN
WORK AREA
O OPIIOI,)AL PLAGUE
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2 W20-1 (36,36) ROAD WORK AHEAD'
24 DRUM EPE BARRICADES (INDOT SPEC 801,09)
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FEET Ill ADVANCE OF THE STOILIFIE. THE WORD 'OHL',”
SHOULD BE LOCATED 11) ADVANCE OF THE PAVEMENT A T
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PLANT SCHEDULE
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PIS GLEDITSIA TRIACA14THOS 114ERM15 51,YCOLE' PP1619 Sl:,LINE HONELOCUST i 1/2- 16 x LEE PLAN
LSW UQUIDAMBAr STfRACfFLUA WOPPLESDOW WORPLESE011 SWEET GUIA 2 10 x SEE PLAN
Lt URIODENDRON TULIP11 EPA 2 1/2' 17 SEE PLAID
PcH PIPUS CALLEr,AIJA 'HQLMFORD' MEN BRAUPOPD FLCAERIIIG PEAR 2 1 Z" 5 1 SEE PLAN
Ob CRJERCUSBICOLOR SWAMP WHITE 111, 1/2* 6 SEE Pt-AN
Or QUERCUS ROBUR FED 04 2 1 7 SEE PIU41
Z� ZIOLYOVA SERPATA 'VILLAGE GREEN' V GREEN 7ELkOV, 2 1/2- 2 SEE It"'
BBiGIEEN TREES
P. PICEA ABIES HOFVA, SPRUCE E 17 SEE PLAII
PcA PICEA ABIES ACR000I,IA* t ICFIICOrJA SPRUCE
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I n PINUS UIGRA AUSTRIAII FINE 9 ShF PLAN
P PICEA PUNGEUS GI-AUCA COLORADO BLUE SPRUCE 5' 14 X SEE PI-AII
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CERCIS CANADENSIS 'FOREST PANSY' FOREST PANS, REDSUD I 1 32 SEE PI-AIH
MaP MALUS 'PRAIRIE FIRE' PPAIRIE FIRE' CRABAPPLE 1 1/2' SEE PLAU
M.S MALUS SNOWDRIFT' 'SNOWDRIFT' CRABAPPLE 1 1/2 18 1 SEE FLAN
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CsT CHAENOMELES SPECIOSA *TEXAS SCARLET TEXAS ICAILLFT QUINCE #3 13
E,C EU014YMUS ALATUS CCMPACTUM' DWARF BUR 111r. BUSH 18' 36 1 BE PLAN MIN 18
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JhP JUHIPEPUS HORPONTAUS ILIJM05A COMPASTA IOUNGST&VNI 1IUQRI,1 JUNIPER 5 20 1 SEE PLAN
J. JUNIPERS CHINENSIS 'OLD GOLD OLD GOLD JUHtPEP 18 1 15 SEE PLAN
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RISK MISCANTHUS SINENSIS KI-EIIVE FONTAINE U NTI L F DWARF SILiER GRASS 10 1 24"
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