HomeMy WebLinkAboutCoxhall Childrens Pavilion ASI-02 Carmel Comments & Grading CoordCr pe 3Va8<CP6)) N A6240 Drive
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ARCHITECT'S SUPPLEMENTAL
INSTRUCTIONS
PROJECT:
Cloy Township Children's Pavilion
OWNER:
Clqy Township
10�01 N_ College Ave-
Ca�mel. IN 46280
TO:
Mye�s Cons�mcfion Managemenf. Inc.
At�n: M�. Chad Amold
Lochmoller Groop
Afin: Mr. Kelfh Chadwick
CONTRACT FOR: General Consimction
Owner
Architect
Consulfonf
Coniracfor
Field
Other
ARCHITECT'S SUPPLEMENTAL
INSTRUCTION NO: 02
DATE OF ISSUANCE:
2020-Ob-19
ARCHITECT:
Ctlpe Archl�ecfs t Enginsers
3939 Pnonty W ay S. Dr. Soite 200
Indlanapolis, IN a6240
ARCHITECT'S PROJ. NO: 099433-10]OS
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The Work sM1all be cartietl ov� in accortlance wi1M1 iM1e following rvpplemen�al inStrucXonS issvetl in accortlance wi1M1 iM1e
Conka[� OocumeMs w��M1ON cM1ange �n Conkat� Som o� ConM1a[� Llme. P�oteeding wXM1 Me W o�k �n occo�dance wXM1
iM1ese inshoctions intlica�es ywi acknowletlgmen� @at Mere will be no cM1ange in @e Conimc� Som o� <onimcl Tme.
Uescription:
Basetl on review commenis hom City of Cartnel and minorrework of gratles at ihe shelters and pergola,
we are reissoing ihe civil set to tlocoment fhe varioos opdafes-
Attachmenh: Sheets: C701, C201, C202, C301, C401, C402, C501 antl C701
Archi�ec�:
oarE: 07/13/20
Cripe Architecis + Engineers
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RELEA5E0 FOR CONSTRl1CTI0N
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
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RELEA5E0 FOR CONSTRIICTI�N
Suhjec��o compliance with allregula�ions
of S�a�e and Local Codes
City of Carmel
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DATE: 0��� 3IZO
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54NRnRY SEWER & MANHo� POWER POLE
SiORM SEWER', EN� SECTION, WIET R M.H. GUY WIRE
GAS LWE UilLliv RISER; iELEPHONE.
ELEQRIL & CABLE N
WAiER LME ELECiRiC iRAN5FOR4ER
—- ELELTRIC LINE (AERIFL) AIR CONDIiIONER UNII
- —T — iELEPHONE LME (AERIAL) SiREEi LIGHi
:N— —. CABLE TELEVISION (AERIAQ LIGHi POLE
3TC— —. BURIE� iELE CA9lE FL00� LIGXi
1F� — BORIE� ELEC. CPBIE 1RAFFlC MANHOLE AND
� SGNAL POLE
_ Fervce uNe (FHc) viae xroaaHr
T'v --. BIIRIE� CABLE N VAWE: G/5 & WAiER
- —I — cuaaoew� saeer sm�u
�--- — RIGHi OF WAY LME R/W WA�ER, iELEPXONE AN�
( % ELEGiRIG IAANHOLE
PPOPERtt LME SEWER CLEANOUi
-- FASEMEM LME fLELiRIL, WS nND
WAiER MEiER
CEMER 11NE PIPELME IAARKER POSi
SWAIE LME MAILBON
DEED DiMEN5i0N GUARD POSi
NEASURE� OIMENSION SPRINMLER HEAp
PUi OiMENSON iRRiGA➢ON WNiROL BOx
RADIUS SPOi GRADE
nrec �erverH
HAN�nO�E tOP CURB/CUIIER CRnDE
rouNo
CONCREiE �ONIiORING WELL
ASP�A�� FlRE SEMiCE SiAND PiPE
i0P 0� LFSiING EIfVFiION
INVERi ELEVAiION CAS VENi PIPE
RNISH FLOOR ELEVAiION SEPiIC iANK LID
iEMPORARY BENCHI�ARK WELL CAP
DENOiES A 5/8' DIA. REBAR WIiH YELLOW PIASiiC U� SEi. AiR RELiEf vPLVE
CAP SiANPED "CRIPE FIRM N0. 0055' UNLESS OiHERW15E NOiED. pN�ERGROUN� iANK
RLLER PIPE
DENOiES A MAG NAR Wiin WASnER SEi. WASnER SiAMPED
"CRiPE FiRM N0. 0055" UNLE55 OinERWiSE NOiEO. SIiE A��RE55
DEMOLfTION PLAN LEGEND
SnWCUi AND SAWCUi nND
REIAOVE ASPHA�T REMOVE CONCREiE
FROM SITE fROM SITE
— — — — — CON9RUCilON LIMR$
—�v — ro — iREE PRESERVAIiON fENCWG
DEMOLITION PLAN NOTE3
1. UIIll1V LOCAl10N5 ARE APPRO%IMAIE. 1HE CONiRACiOR IS i0 �EfER1AINE ANO FIF1D VERIfY PLL
HORIZONTRL FN� VERiIGL LOCAiIONS OF iHE UiR1IIE5 PRIOR TO COIAMENCEMENi OF CONSiRUCiION.
2. 1HE COMPACTOR SHALL COOPDINAIE ALL WORK ASSOCIATED WI1H 1HE ABANDONIAENi, REMOVAL,
RELOCAiION, AN� INSiALIATION OF IRILIiIES WIiH EVERY MLI1Y COIAPAM" AN� OB�AIN THEIR RPPROVPL
PRI�R TO PERFORMING ANY 0➢LIN WORK.
3. ALL DEMOIISHEO MAIERNL i0 BECOAIE THE PROPERIY OF 1HE CONiRACiOR UNIESS OIHERWISE NOiEO,
ANO SHALL BE LECALLY DISPOSEO OG Off-SRE.
4. COMRACiOR SHPLL iNSiALL EROSION CONiROL NFASURES PER SHEEi C401 PRIOR i0 COMMENCING
DEMOLIiION.
5. MAINiAIN PROPFR DRAINACE IN �EMOLIiION ARFlS.
fi. SAWCUi CONCREfE PN� (SPHALi SURFACFS FOR REMOVAL AS NOIE�.
]. 1HE CONiRACTOR SHALL BE RESPoNSIBLE F�R REPAIRING �AANGE TO ALL 9UILUINGS RN�/OR SRE
ENiI11E5 1HAi ARE i0 REMAIN.
8. 1NE CONCREIE i0 BE SAWCUt SWLL BE 54WCUi i0 iHE NGRESi CONCREIE JOINi BEYOND iHE LIIAIIS
ILLUSIIWIED. NO11fV ENGWEER IF JOIM IS WER ONE (1) FOOi FROA1 ONE SHOWN.
s. reeuwu ox ree�acanaN or nu v�rvoscarmc uusr se cooaoirvareo wnn awNere.
10. OYERHUD AN�/OR UNDERGROUN� EIECiRIC PND iELEPHONE GBLES RIAi ARE SHOWN i0 BE ABANpONE� IN
PIACE ANY BE CUf AS NECESSARY i0 FACIOiAiE NEW CONSfRUCiiOk COMRACiOR SHNL ENSURE i1Ni IlrvES
ARE NOi ACiIVE PRIOR i0 CUIDNG AND OBiAIN MOtt COMPMT APPROVAL PWOR i0 PERFORMING AM'
�ENOLRION.
11. WAIER 11NE5 SHPLL NOi BE A94N�ONED OR DEMOlISHED ONiIL PROPOSE� WAiER AINNS INYE BEEN
INSiPLLE� i0 F POINi SUCH iH4i ONLY MINIANL DISRUPiION IN WAIER SEANCE i0 hlE EXISiING OCCOPIEU
BUIIDINGS WILL OCCUR. COMR2Ci0R i0 COOR�INAIE PNY SEHNCE SHUf �OWN WIIH iHE BUIIDING OWNFR AT
�rasr n HauRs PaioR ro scncouuNc sxur oowx.
12. AM' pISCREPANQES OR CONfLICIS WHICH BECOAIE APPARENi BEFORE OP DURMG CONS�RUCiION SHALL
BE BROUGHi TO 1HE AIIEMION OF iHE ENGMEER IIAMEDIAIEd SO 1HAi CIARIFlCA➢ON OR RE�ESIGN
unv accuR.
13. COMRACTOR TO ES�ABLISH NEW LOCAL SURVEY CONiROL SYSIEIA (VEIIIICAL AND HORROMAL) PRIOR
i0 CO�AMENCEMEM OF CONSiRUCiION ACiMrv. ANNY IE�APORARY BENCHIAARKS U➢L¢E� IN THE
PREPARA➢ON OF THE iOPOGRAPHIC SURVEV FOR THE DESIGN WILL BE RELOCAiE� n5 PARi OF
CONSiRUCTION.
.a�,. � � ,.
OSAWCUi ANO REMOVE CONCREIE SiUEWnIX i0 iHE NEARESi [ONCREIE JOiNi BE70N0 �NE liNiiS
RLUSiRn1ED. NOiih ENGMEER 6 JOWi i5 OVER ONE (I) G001 fRON LWE SNOWN.
O2 SAWCUi ANO REIAOVE ROLL WRB
OREMOVE E%IStING �ECORniIVE WALL i0 MStaLL PiPWG. WnLL SHnLL BE RE-INSiaLLE� nfiER Si0RA1
SEWER iN9nLLE�
�q REMOVE IAEE, SHRUBS. UNDERBUSN, UNDSCnPiNC AN� VEGEiniION iNCLUDiNG ROOt BnLLS
OREMOVE ExiSiiNG SiGN. POLE ANO fOUNDAliON. SiGNS SW�LL BE REiNSiALLED UPON [OIAPLEiiON
Of NEW SiDEWALK.
CONSULTANTS
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RELEA5E0 FOR CONSTRIICTI�N
Suhjec��o compliance with allregula�ions
of S�a�e and Local Codes
City of Carmel
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DATE: 0��� 3IZO
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PROPERtt LiNE
EASENENi LINE
— — — — — — eicnr-or-war
— — — — — — — — — — coNsraucnon uuirs
rervce
���—r�� GUARD RAR
�BUILUING LINIiS
��i BICT0.E ROUIE � PARMING COUNI
3fTE WORK CFNERAL NOTE3 AND 3PEqFCAl10N3
1. iHE CONiRACTOR SHALL BE RESPoNSIBLE GOR OBTaNING. OR VERIFYING, iHAi ALL PERMRS AN�
APPROVALS ARE OBiFINED fROM THE RESPECiIVE CIIY, COUNIY, SiRff AN� ANY OTHER REGUTATORY
AGENQES PRIOR i0 SiPRiING CONSiRUCiION.
2 E%ISiING U➢Lltt LOCAilONS ARE RPPRO%IMAiE. THE COMRACiOR SHPLL �EfER1AINE AN� FIEID VERIfT
ALL HORIZONiAL ANO VERiICAL LOCAilONS PRIOR TO COMMENCEMENT OF CONSiRUCiION.
3. li SHALL BE 1HE RESPONSIBILItt OF THE COMRACiOR TO NO114Y ANO OBiAIN APPROVAL FROM FAW
RESPECINE UIIIM COMPFNY GRIOR i0 PERFORNING AM" WORK ON OR IN THE VIQNItt OF E%ISTING
UIILRIES LMES ANO APPURIENANCES.
4. li SHALL BE 1HE RESPONSIBILpY OF THE DEVELOPER AND CON�RACTOR TO MAIN�AIN OUAlI1V CON�ROL
1HROUCHOUi THE PRWECi; FAILURE TO DO 50 ANY RESULT IN REMOVAL ANO REPIACEAIEM OF THE
DEFEQNE WORK. R IS RECOMMENDED iHAi THE DEVELOPER HAVE h OUALIFlED INSPECiOR ON THE JOB
SIiE Ai ALL iWES DURING CONSiRUCTION.
5. ALL QUPNilllES CNEN ON ME PRINiS, VERBALLT OR IN iHE SCOPE OF WORK SECiION PRE E571M41E5
ANO SH4LL BE CONFIRMED BY iHE BI��ING CONiRACiOR.
6. OCCUPAilONP1 SAfEIY AN� HFALiH ADMINISiRAiION (OSHF) SiFNDARDS FOR E%CAVA➢ONS FlN4L RUIE
29 CfR PARi 1926, SUBPPRi "P' PPPIIES i0 ALL E%CAVAilONS E%CEE�ING fNE (5) FEEf IN DEPiH.
]. E%CAVA➢ONS E%CFE�ING iWENtt (20) fFET IN �EPiH REOUIRE iHE �ESIGN OF A iRENCH S4FEtt
SYSiEM 6Y A REGISiERE� PROFESSION4L FNGMEER.
fl li IS ESSEMIAL TH4T 1HE WORK i0 9E COIAPLEfE� M CONJUNCPON WIIH 1HIS PRQIECT SHALL BE
INAPLIE� ACCOR�ING i0 1HESE PlANS AN� SPEQFlGTIONS. iHE FNGMEER WILL BE REOOIRE➢ i0
CERiIFY TO CEWAIN POR�IONS OF iH15 PROJECi UPON COMPLEfION. 1HEREFORE. R IS NECESSRRY i0
OBiNN APPROVAL AN� ACCEPTANCE BY 1HE CIN THAT CONSiRUC110N WAS COA1PlETED IN COIAPl1ANCE
WIiH iHESE PlpNS AND SPEQFlCAlIONS.
9. LOCAPONS k ELEVATIONS OF 'FLOODWAY LINRS" ANO '90D YFAR FLOOD LIMRS' ARE SHOWN FOR
RELERENCE ONLY DEVELOPER/BUILDER/INDNIOUAL LOT OWNER i0 REFER TO NAlIONAL GLOOD HAZARO
INSURANCE NAP (EE.MA) i0 DEiERMINE FLOOD HAZARD POiENML PRIOR i0 PRWECi CONSiRUCiION.
SRE PLAN NOTE3
1. ALL RA�II AN� SiREEf �IMENSIONS SHALL BE MFASURE� TO BACK �F WRB OR FACE �F INiEGRAL CURB
ANO WRIX. RLL �WENSIONS i0 iHE BNL�ING ARE i0 iHE OUi510E OF BNL�ING FOUN�AiION WALL.
2. ALL PAVEMEM AND/OP CURB RApll TO BE FNE (5) FOOT ONlE55 OIHERWISE NOiE�.
3. BFARINGS, �I�AENSIONS AN� FASEMMIS ARE SHOWN FOR REFERENCE ONLY REFER i0 RECOR�E�
BOUNpARY SURVEYS, ALiAS ANp SECONpARY PU1S FOR E%ACi MFORMAlION.
4. RELER TO ARCHIIECNRAL PIANS GOR OEfNLS OF BUIIDINGS PND BUILDMC DIMENSIONS.
5. iEMPORARY iRAFFlC CONiROL OURING CONSiRUCiION SHALL CONFORM i0 APP�CABLE LOCAL SiANDAR�S.
6. REfFR i0 UiWtt PIAN FOR SANRART RN� SiORM SiRUCiURE LOCAiIONS.
l. REFER i0 SHEEi C202 FOR �EfNLS REFERENCED.
6. ANY �ISCREPANQES OR CONNCIS WHICH BECOME APPARENi BEFORE OR �URING CONSTRUCiION SHALL
BE BROOGHi TO 1HE AnEMION OF iHE ENGMFER OF RECOR� IMMEDIAiELY SO iHAi CIARIFlCAiION OR
RE�ESIGN MAY OCWR.
KEYNOTE LEGEND
CONCREiE SIDEWALK 0
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cures rNo mnHsmoN
1RANSIIION NEW CURB TO E%IS11NC CURB
OS DEfECiABLE WARNING A�A RPMP. SEE SRE DEiAILS
O6 PAVEMENT MARpNGS
O] CONCREiE PARKINC BUNPEft
O8 LIGHi POIE AN� FOUN�ATION (REF£R i� ELECIRICFL PIANS)
O9 RESEf ADA PRRKING SIGN4GE
10 CONCREfE PAD. SEE ARCHIIECiURAL PIANS
C11> PLiERNAiE CONCREiE WAIX LIMRS AS SHOWN ON PIAN AND BASE
u�RrvnrE cRiwNc aa�n. sEE nRCHirEcruan� auHs
ALiERNAiE PERCON. SEE ARCHRECiURAL PWJS
WNCREIE SI�EWALK SHALL BE QTEN�E� i0 PARK PAVILION IF POERNATIVE KEYNOTE 12 IS NOT
s��c�o. �
BIKE RACK VPO �
CONSULTANTS
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City of Carmel
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be IN�Oi SiONE
VFRIES
NON WOVEN FlLTER FABRIC
PERPoRAiED DOUBIE WPLL HDPE PIPf
AASHiO M25P
(SEE PWJS fOR SIZE)
PERFORATED UNDERDRAIN (SSD)
NOT Ta S�FIELD INSTALLATION
i0P OF CURB
3'I
PPVEMENi SURfqCE �
` COMPACiE� AGGREGAIE PFR WRB �EfAIL
NOT rCURB END TRANSRION
2 MIN.
OVERWJJC
a
BWE
WHRE RERECIIVE
FACE MAIERIAL
BO GA.�
AWM.
• CHANNFL PO4�
(2q/R.) ]'-4" LONG
• POSi i0 BE
PflE-PNME�
GALVANIZE� SIEEL
SLOPED
CONCRHE
2" BNELE� E�GE
C ` PRECASf CONC. PARKING 9UMPER
� 4,�00 P51 MM 29 �AY SIRENGiH
NR ENiRAMED AACH. CONCREfE MIX
�'S PEBAR I'-fi' LONG
�� w/ 3/a" ho�c casr
B ��Z' A4 REBAR
CONCRETE PARKING BUMPER
NOi TO SCALE
ACCESSIBIE
PARKING
� ACCESSIBLE \�
_� �
� ��
m e.o'
00 � osr �LLJL1L11 pl
SinNDHRD DOMED
ORAIN ARFA = 203 S0. INCH
CASIINGS ARE RAiEU FOR 11GHT
WHEEL LOM iRFR1C
OUAIM: MATERLLL SHALL CONFORIA
TO PTTM A46 - CIA55 30B
PNNi: CASiINGS ARE FURNISHED
WIiH A 9lACK PNM
8' DUCTLE IRON CAATE
g� DUC�ILE IRON GRAIE
A�PPiERS AVFIIABLE 4" hIRU fi"
VARIOUS NPE OF OUiLE15 WI1H
WATER11GIil ADAPTORS FOR:
y� _ g� SOR-35 SEWER CORRUG4IED
— PoLYEIHYIENE SCHE�IIIE 44 �WV
CORRUGAiED PVC RIBBED NC
8' PLINE DRAIN
BEGINNINC OF DRAIN LME
NoNYLOPLAST 8" YARD DRAIN
OEiNLS PROVIDED BY�.
NYLOPUSi PMERICA, INC.
3130 VERONA AVENUE
BUfOR�, GEORGIA 30518
REGUTAR FlLL.
ARFAS NOt SUBJECi i0 VFHICUTAR iW6FIC
MAY BE BPCKFILLE� WIiH CIfAN flLL Al4TERW,
FREE Of ANY, fROZEN SOIL, W00� OR OiHER
E%IRANEOUS MAIERIALS.
� 6' TOPSOIL
4' MIN.
(BELOW iNE BPRREL)
I5�
� i/z o.o.
� 3' NIN. (6ELOW THE BELQ
a� �ow voio snNo
OR OiHER NON-COMPRESSIBLE
�mc �ow voio un�Rua
APPROVED BY CiTY ENCMEER
'B" BORROW
RIGID PIPE BEDDING DETAIL (STORM)
GREATER oTHAN 5' FROM PE ADGE OF PAVEMENT
ACCESSIBIE PARKING SPACES SHALL BE
IDEMIFlE� BY A SICN SHOWING iHE
INiERNAlI0NP1 SYIABOL OF ACCESSIBWIY
COIAPLYINC WIiH ANSI 418-8. SIGNS SNALL
NOi BE OBSCURE� BY A VEHi0.E PARKED iN
iHE SPACE.
PNSI 428.5 RNISH PN� CONiRAST iHE PVC CAP INSTALLE� FWSH
CHHRhCiERS, SYMBOLS, ANO BACKGROUND OF WITH FINISHE� GRADE
SIGN SHALL BE EGGSHELL, MAIIE, OR OiHER IN UNPAVED lANDSCAPE AREAS
NON-G14RE FlNISH. CHPRACiFAS ANO SYMBOLS
SHALL CONiRASi WIiH iHEIR BACNGROUN�,
WIIH EItHER LIGHt CH4RACiERS ON A UARK 1
BACKGROUNp OR DARK CHPRACIERS ON A ` BACKRLL WITH SELECT
LIGM BACKGROUN�. EXCAVATED MATERIAL
m SPACES COIAPLYING WRH 4.12(5)(B) SHALL FOR UNPAVE� ARFAS
"�� HhVE AN AD�rtIONAL SICN VAN-ACCESSIBLE'
u MOlIN1E➢ 6ELOW THE SYM60L OF
� AWESSIBILIIY EX�ENSION SAME SIZE
AS SEWER UP
riwshEo cnnoc
NOIE: ONE IN SIX ACCESSIBLE SPACES SHFLL
BE VAN AWESSIBLE, BOT NOi LESS 1HAN ONE.
PIACE ACCESS AISLE ON PASSENGER SIDE OF
VAN ACCESSIBLE SPACE.
ACCESSIBLE PARKING SIGN
Nor ro mn�
TO 6� DIAMEfER
�y[ - INCOMINC PIPE(REFER i0 UiR11Y PIAN
45 ELBOW fOR SIZE ANO PWMBING PWVS FOR BUIL�ING
COMINUAlION)
OR
45' WYE TERMINAL - PWG & SEAL FOR
FUTURE CONNECTION
- - ��}
___�
STORM SEWER CLEANOUT
IN LANDSCAPE AREAS
NOi i0 SCALE
�
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_ — — �
— �� � � _
5'-4° BEIWEEN � �
CONiROL JOINiS
IB'-a" BEIWEEN EXPANSION JOINiS (MA%J
�� I ��
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vneies
d' i0P SOIL MIN. —SEE SIiE PIAN—I 4' i0P SOIL A11N.
�* a' aooa asi ze onv mn�cet�e
ucHr aeoou FiNisH
4" COMPACiED AGGREGAiE M53 BASE
^ COIAPACiEO SUBGRADE
" MINIMUM iHICKNESS
WHERE SIDEWAIXS CRO55 DRNEWAYS, NINIMUM iHICKNE55 SHALL BE AS FOLLOWS�.
RESIpEMIAL, 6" fOR SIDEWALK. 6° GOR COHPACiED ACCRECAiE }Sl BASE
COMMERCIAL/INOUSiRIAL: 8" FOR SIDEWALK, 8' FOR COMPACiEO AGGREGAiE �53 &45E.
a� COMPACTED SUBCRPOE
iHE UPPER 6' SHALL COIAPLY WIIH ME DENSITY REOUIRFMENiS OF iHE iECHNICAL
SPEQFIG➢ONS IMMEDWiELY PRIOR i0 PUCINC iHE M4iERN1 MEREON. HLL SOR,
YIFIDING OR OiHER ONSIIITA9lE M41ER14L, WHICH CFNNOT 9E COMPACiE� SAiISFACiORILY,
SHALL BE PEIAOVE�. ALL ROCK ENCOONiERE� SHALL BE REMOVE� OR BROKEN OfF Ai
lFASi 6' BELOW iHE SU9GRA�E SURFACE. PNY HOLES OR �EPRESSIONS RESULIING FROM
1HE REMOVAL OF ONSOITABIE M4IERULL SHPLL BE FlLLEU WIiH SATISfACiORY MATERIFL
ANO COMVACIE� TO CO�NCR T� SIDNOEWALK OE SORFACE.
NOi TO SCALE
Ys' PREFOR�E�
JOIM FlLLER
�
14" aaEroreuEo
JOIM FlLLER
o �oQ,P`'�2"�'�' F � I e9�o��0
���og m y�p ..q.
O
8.d3% NA% B.3d9 IAA%
OEIECiHBLE WARNING SURfACf p�pN ^g�
PEP PUNS
SiDEWAIX ���I (4 MIN.) I 0' i0 6'-0" I SIDEWALK
- BdJ�MA1,,. 833,�
�CipN R-A
Pcre PUNs
� @' uim.) � s�oPe (s.aaz unx.)
� I � Pa`/EMENi
�" PREFORME� I
�oiNr ri��cR �cno�ue-a
ACCESSIBLE RAMP
WffH CONCREfE FLARES
BUILDING WALL
FlwsH cnnoc
6" OR 8' PVC
(SCHEUUIE 4a)
FYL'9i:ii4'PL"l�L'ili�
TO 6" DIAMEiER
� PLUC & SFAL FOR
FUiURE CONNECiION
OR CONiINUAiION
� Of MAIN.
--�F
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--�F
DOWNSPOUT DRAIN (PVC)
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City of Carmel
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801 800.00 PROPoSED GRAOE
PROPOSE� I' CONtOUR
�MEG MAiCn ExiSiiNG CRADE
/ PROPOSE� 5' CONiOUR 7C 800.50 PROPoSED i0P OF NRB
SW�1LE 0 1.OS EP 800 00 PPOPoSED EOGE OG PAVEMENi
� o 0 0— PROPOSED SWALE
�� O� TW 800,50 PPOPoSED i0P OI WALL
_ PROPOSED SWALE Wiin BW 800 0 PaOPoSED BOtiOM OG WnLL
-----� � --- SUB-SURFACE ORAIN
FFE=800.00 FINi5HE0 FLOOR ELEVFiION
GRADE BREnx LWE
RE=800.00 RIM ELNAiION
♦ FL00� ROUiE PAiH
� DRNNAGE FLOW ARROW
CAADING PLAN NOTES
L UiILIiY LOUilONS ARE APPRO%IMAiE- iHE CONiRPCiOR I$ i0 DEiERMWE ANp FlEID VERIFY Al1
nORRONiAL AND vERiiGAL WGAii0N5 OF iHE U➢LiiiES PRiOR 10 COMIAENCEMENi OF GONSiRUG➢ON.
I. iOPoLROPx[ R�D PIANMEIRK iNfIXtl.UliON fRON Px0i0[RAPxL [OYPiIA1qN x45 BEEN MtONUEO Bv
OMERS. i�E ACWRACr xA5 NOi BEEN CONfiNMED B* CPoPE. Mlx qSCREPINCiES SxLLL BE REPoRIED
i0 ixE ENCiNEER Of RECORO.
3. nLL GRa�ES ni BOUN�uRv SHaLL 4EE1 ExiSiiNC GRa�ES.
4. RIM ELNAiION (FE) SHALL IN�ICAiE 1HE ELEVAiION iHAi WAiER WOUL� EMER iHE GRPiE fOR ALL
GSiINGS. If CA91NG HFS SOLIp LI�, iHE RE IS iHE Llp ELEVF110N.
5. BUiWiNG PP9 AREAS AND PAVED ARFAS OESIGNAiEO FOR FlLL SHALL BE CONSiRUCiED OF SUIiABLE
FlLL MAiERIAL PN� COMPACiE� GER SPEQFlGilONS. ALL RLL AREPS SHALL BE SiRIPPE� OF i0GS01L
PPo�R 10 PIACEMENi OL RLL.
6. ANr ExCESS SOh IAAiERiAL SnRLL BE ExPORiEO FROM inE SiiE AFiER WNSiRUCiiON i5 COIAPLEiED.
I. i0P59R SxRLL BE PIACEO iN IAMN, IANOSCOPE. NOUNpNG AN� NON9RU[iUR01 RLL AItE0.5. UPON
CONPLEllON OG 4U55 FARIUM'UlM, IOPSOR SW1L BE SPREAD 10 A pEPlx OG fWR i0 9x (1 i0 6)
iN[NES �N PAEAS L�SiEO OB�YE. IOPSOR SW1L NO1 BE ViRRE� AS SIRUCiUWll RLL �N PAVEO
0.QG5.
8. LONiRALiOR SHALL PRESERVE EXISiING iREES WHEREVER PoSSIBLE CLEARING LIMIiS SHALL WNSISi
OF nLL iREES WIiHIN PAVEO nREnS, U➢Lltt INSinLIAiION OUIiS, nND CU1/fiLL AREAS.
9. � GE0IECHNICII R[PoRi H45 BEfN VROVIDED Fqt iH5 VRp1ECt FOR REffRENCL CONiRaCmR 10
RF/IEW PIiIOR i0 SiM1 OF CONSiRUCipN.
Q
10. A GEOfECHNifl1 R[POR1 HRS NOf BEEN PPOMDEO fOR Mi5 PRQIEti. COMMCtOR t0 PEFLORM R
SIE NSi PPoOR i0 PRNEti BiU. ixE ENLMEER xA5 &�SEO RELOMNENOAIi0N5 UPoN NRCS 14P5
ANU GENERPI xNOWIfO[{ Of SORS CONDiii0N5 iN ME PREI
11. ANr DiSCREPANCiES OR CONfLiCiS WxiCN BECOUE nPPnRENi BEfORE OR DURiNG CONSiRUNON SNALL
BE BROUGNI i0 iHE AIIENiiON OL iHE ENGMEER OG RECORD iMMEOiAiELr SO IxAi CURiRCAllON OR
REDESiCN MAr OCNR.
�
FLOODPLAIN NOTES
I. iH[ 511E 5 LOCAIEO WIIHIN iHf FL00� WZAR� ZONE '%' GER IHE FL000 iN511RANCE RAIE NOD,
Cd.1YUNltt PONEL N0. 1805IC0105G. REVISEO NOVEMBER 19. M14.
NaLonal Floud HaeaN Lnyer RhMelte �y{
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qUOES REPRESENIED AIONC PMNING L01 40EnNK EDCE ARE SE1 f' /HM�f EXISnNc aAVENiN OR ExSiINC
pIfl81NG.
CONSULTANTS
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City of Carmel
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—m—m—re� aaeseavnriary �NciNc
SF 9Li FENCE BARPIER INSiALUiION
55 ss— 9LT SOCK
— — — — — CONSiRUCiION LIIAIiS �
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� �
� tEMPoRARY SEE�ING � iFMVORARY CONSiROCiION INGREFS�EGRFSS�
� pRNE. ONCE WNSiRUC110N IS COMPLEfE,
COMRACTOR SHALL REMOVE AONE, �
CEOIE%�RE, RESPREPD TOPSOIL, AND \
PERMANENi SEEO ENiBE ARFA J
�
OCEOIE%IILE FABRIC YARp
� DROP MLEi PROiEQION
OINSERi (BAG) CIIRB WLEi
PRO1ECilON WIiH CURB FlLiER
OWNCREiE WASNOUi
. •:�.ucl :'• ll��':al JI�.' t� ��1
1. REFER i0 SHEEi G02 FOR AORNWAiER POLLUiION PREYENiION PUN DEiNLS.
2. REfER i0 lANOSCAPE PUNS FOR PIPNiINC OEiNLS. ANY MOUN�MC NOiED ON WJDSG3E PUNS
54NLL NOi CHPNCE iHE DRNNHGE PAIIERN NOiEU IN iHE GRADING PWJ SERIES l00'S.
3. SILi fENCE &ARRIER TO BE INSiALLEO PRIOR i0 CONSiRUCiION.
4. EROSION CONiROL MFASURES TO BE M1WNiNNED iHR0UGH0Ui ME ENiIRE CONSiRUC110N PROCE55.
S COMRACiOR TO PRON�E A S7ABlE iFMPORARY GRAVEL CONSIRULTION INGRE55/EGRESS CON�IiION
FAOM iHE CONSiRl1CtI0N SRE TO KEEP M0� AN� SE�IlAENi OFF PUBLIC ROAUS.
fi. EROSION COMPOL MAIMENANCE - SIIE TO BE INSPECIEU AT LFA51 ONCE A WEEK AN� ANKE REPAIRS
IMME�IATELY ARER PERIO�S OF 1/2' RWNFALL OR GRFATER.
]. STOFMWAIER qSCHMGE WILL OR M1LL NOT ENfQt iHE (XiWNDWAIER FOR 1H15 PROJECT.
8. 1HE 1001FM FLOOOPWN ROOOWAIS IJtE PR6EM INU VBEIEU ON 1HI5 SIIE OR NOr PRESEM.
9. PI�SENCE Of MVRIC SqIS: IriT TPE.
10. CONiRACiOR SHPLL PROVIDE iHE �EPPRIAIENf OF BUSINE55 k NEICHBORH000 ffRNCES OF hE GIY
OF INOVAMJL6 WIiH A NNtRAiNE DESCRIBING iHE CONARUCiION SEOUENCE,INCLUDING SiARi DAiES
FOR FACH IAND OISiUR91NG ACiNItt.
11. iHE ACiOHL PERSON RESPON5161E FOR iHE INSiPLLAiION AN� MAIMENANCE OF iHE EROSION COMROL
SHPLL BE �EIERMMEO �URING 1HE BI��ING PROCESS. iHE AWAP� WINNING COMRACiOR SHALL BE
RESPONSIBLE FOR iHE VROVER INSTAIlATION AN� AWNIEN4NCE OF PLL EROSION CONiROL MFASURES.
ONCE UHERMINE�, CONiRACTOR SHALL COOR�INAiE WI1H 1HE CIIY.
12. AM' OISCREPANCIES OR CONfLIC1S WHICH BECOIAE APPARENi BEFORE OP DURINC CONSIRUCiION SNALL
BE BROUCHi TO 1HE AIIEN110N OF iHE ENGWEER OF RECORO IIAIAEDIAiELY 50 iHAi CURIFlCAiION OR
REDESICN M4Y OCCUR.
STORMWATER POLLUTION PREVEMION PLAN
SEWENCE AND IMPLEMENTATION
1. INSi�LL SILT FENLING. DUSi SHALL BE KEPi i0 A IAINIMUM BV UiILIZING SPRINKLING WAiER OF OiHER
APPROVEO MEfHODS.
2. IDENiItt CONSiRUCiION SiACINC AREA, CONCREfE WFSHOUi qREAS, IMiERNL SiORACE AN� i0PS011
SiOCKPLLE ARFAS. FACH AREB SHALL BE PROPERLY PROiECiE� AN� DELWEAiED PRIOR i0
CONSiRUCTION.
3. iHE IOEM N01, If REQUIRED, HND COMACi INfORM4110N FOR iHE PERSON WIiH ONSIiE
RESPONSIBIlIIIES MUSi BE POSiEO ONSRE.
4. pEM AND 111E LOCPL UIY M,ENCY MUSf BE NOIIFlED WIIHIN 48 FKKIRS OF CONNFNCING
CONSiRUCiqN.
S COMACi INULWA UN�ERGROON� PIANNE� PROTECTION SYSiEIAS,INC. ("IN�NN4 811") FOR
UN�FRGROUN� 0➢Lltt LOCAiIONS. (I-800-382-5544).
fi. BEFORE OPENING UP THE SIIE, FIRSi EVAWAiE, �AARK AND PROiECT IIAPOInAM iREES AND ASSOCNiE�
ROOi ZONES, UNI�UE ARHS TO BE PRESERVED (LE WEilANDS), SiREAMS, NKES OR E%ISiING
VEGEfA➢ON SURABIE FOR USE AS FlL1ER SiRIPS (ESPECIALLY IN PERIA1ElEF ARFAS).
]. FIRSi, SiRiP ANO SiOCKPILE TOPSOIL ON-SIiE.
8. BEGIN NASS EARiHWORK FOR PROPOSEO IIAPROVEMEMS.
9. REPNR ANY SILT FENCING 6 OA�IAGED.If SRi i5 1/J HEICHi OF FABRIC, REMOVE SILi AN� REPUCE
i0 ORIGINAL CONDRION.
ID. IMME�141ELY ARFR GFADING, PPPd SURFACE SiFBILIZAlION PRACiICFS ON ALL GRA�ED AREAS, USING
PERMANENr MFl5URE5 IN ACCOR�ANCE WIiH iHE EROSION COMROL PIAN. HOWEVER, IF WFATHER
�EIAYS PERMRNENi SiRBILIU110N, iFMPORARY SFE�ING FN�/OR MULCHING MAY BE NECESSARY AS A
PROVISIONAL MFISURE. ALSO SiABILIff QISINC TEMPORPRY SEF➢ING/MULCHING OR O1HER SUIiABIE
MFhNS) ANY �ISNR9E� PRFA WHERE ACiIVE CONSIRUWON WILL NOi TAKE PIACE F�R 15 WORKING
onvs.
11. AFIER CONSIR06TION ANp FlNAL GRADING, PERANNENRY 4ABILRE ALL DIFORBED ARFAS. ALSO
REIAOVE IEMPORARY RUNOFF CONIROL S�RUCiURES, ANY UNSiABLE SE�IAIEM AROUND THEA1, AN�
SiABILRE THOSE PRFAS WIIH PERIAANEM SEEDING AND EROSION COMROL BWJKEf IF NECESSARY.
12. MAINiAIN ALL EPOSION ANO SEDIMENi CONiROL PRACiICES UNTIL �LL DISiURBED AREAS ARE
PERIAANENrd SiABILIZED.
CONSULTANTS
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INDOi CA N0. P
AGCREGAiE
GEOiEXIIIE FABRIC i0 SiABIL¢f \� \
FOUNDAiION (ESPECIFLLY IMPORiANi 1� `
WHERE WE1NE55 IS ANiICIPAiED) ��
� NiN
FOR SRES LE55 iHAN 2 ACRE4
LENGTH = 50' MINIMUM
WIDiH = 12� MINIMUM
iHICKNE55 = 6' MiNIMUM
r�NERSION RIDGE WRH
C�= B' MIN. / 3:1 SI�E SLOPES
�� / I�_' PUBl1C POPO
GWiE%➢LE fA� � �
uNocauuca
WSTALU+TION
1. REMOVE ALL VEGEfAPON AND O1HER OBJECiIONABLE IAAIERIAL FROIA 1HE FOUNDAlION ARFA.
2. GRADE FOUNDAiION NJD CROWN FOR POSIIIVE DRNN4GE.IF 1HE SLOPE OF THE CONSiRUC➢ON ENiRANCE IS
TOWPRD A PUBLIC ROAD AND E%CEEDS 1W0 PERCEM. CONSiRUCT AN EIGHi INCH HIGH DNERSION RIDCE WRH
A RAi10 OF 3-i0-1 SiDE SLOPES ACROSS iHE FOUNDAPON ARFA ABOUi 15 FEEi FRON iHE ENiRANCE TO
DNERi RUNOFF AWAY FROM iHE ROAD.
J. INSiALL H CULVERi PIPE UNDER iHE PAD IF NEEDEO i0 M41NiFIN PROPER PUBLIC RON� ORAINAGE.
4. IF WEf CONDIilONS ARE PNiICIPAiED, PNCE GEOiE%➢LE FABRIC ON iHE GRADED fOUNDAiION i0 IMPROVE
SiPBILItt.
5. PIACE AGGREGAiE QN�Oi CA NQ 2) TO iHE �IMENSIONS PND GRA�E SHOWN IN iHE CONSiRUC110N PIANS,
IFAVING iHE SURfHCE SMOOM RN� SLOPED PoR DRAIN4GE.
6. TOP-DRESS iHE FlRSi 50 FEEi ADJACENi i0 iHE PUBLIC ROPOWAY WIiH TNO TO MREE MCHES OF WHSHED
AGGREGAIE QNOOT CA N6 53) [OP➢ONPI, USEU PRIMARId WHERE iHE PURPOSE� Of 1HE PA� IS KEEP SOIL
fROM PDHERING i0 VEHICLE iIRES]
J. WHERE P�SSIBIE, �NERi ALL AORM WATER RUNOfF AN� �RAINAGE FRON 1HE INGRE55,/EGRESS PA� i0 A
SF➢IMEM iRAV OR 9A9N.
MAIMENANCE
•INSPECi DNLY.
•RESH4PE PFD AS NEEDED fOR DRAIN4GE AND RUNOff CONiROL.
•i0P DRF55 WItH CLFAN AGCREGAiE AS NEEDE�.
•IMMFDIAiFLY REMOVE MUO ANO SE�IMENi iRACKFD OR WASHE� ONiO PUBIIC ROPDS.
•RUSHING SHOI1lD ONLY BE USED IF iHE WAiER CAN 6E WNVEYE� INiO A SEDIMENi iRAP OR BASIN.
TEMPORARY CONSTRUCTION
DRIVE
Nor ro sca�E
PRESERVATION DETAIL
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Drip Line. -�
Minimum 4 foot choin
link or high visibiliy
plastic mesh knce. -
�( Melal fence post.
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of S�a�e and Local Codes
City of Carmel
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GUIDELINES
Exisling grade.
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�- Drip Line.
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YEiAL PIN$ OR SiAPLES TO
SECURE iHE POLYETHYLENE
LINING TO THE SiRAW BAlES.
S1RAW BFLE (ALiERNAIIVE
NAiERIALS OR PRODUCTS�
MAY BE USED TO PROIn�E
SiRUCiURPL CONiAINMENp
� U
S4N�BAGS OR O1HER PPPROPRWIE
ANCHORMG SYSIEM TO SECURE
iHE POLYEfHriENE LINING.
�\
SLOPE 3�.1 MA%.
8EC1pN A-A
�
PoLYEiHYLENE LINiNG
(1p MRS): iHE LiNiNG
-�o' MiN- sHou�o Ex*crvo ovca
iHE SiFFW BALES.
o q
X
�� WOOD OR IAEfAL
SiAKES i0 SECURE
iHE 51RAW BA�ES
ao�r�runENE uwNc (z r[R sranw su[)
I� IAILS), 1HE LINWG
IHOIIL� EXiEND OVER
iHE SiRAW BALES.
COMPACiE� SOIL \
IAAiERIAL ` y�pqµ gn�ES ENiRENCH
4 MCHES INiO iHE S01
�N A-A
ST01
GRO
NO
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wa
iHE
M01
WSTALLATION
1. REIAOVE THE GRAiE FROM RiE CAiCH 9hSIN.
2.IF USING OPiION OIL ABSORBENiS, PIACE ABSORBEM PILLOW IN UNIi.
3. AAN� THE GRAIE ON EN�, MOVE THE i0P LIRING SiW3S OOi OF iHE
WAV NJD PUCE iHE GRAiE IMO iHE DANDY SACK SO iHAi 1HE GFAIE
IS BELOW THE i0P SiINPS PND PBOVE 1HE LOWER SIRAPS.
4. HOLDINC 1HE LIf11NG OEVICES, INSERi THE CRAIE INiO iHE INLET.
5. INJ(E SURE iHE CYLINDRICAL PORiION IS UP AG41NSi iHE CURB
OPENINC i0 PR&ENT SiLT AND OEBRiS FRON EMERING iHE INLR.
MAINTENANCE
•INSPECT DAILY.
•RENOVE ALL ACWIAOIAiE� SEUIIAENi MIER FACH Si0R1A EVEM. �ISPOSE
OF SEDIMENi IN AN ARFA WHERE R WILL NOi REENiER iHE PAVE� AREA
OR SiORM ORAINS. TO EMPIY UNR, LIFf iHE UNR OUi OF 1HE INLEf BY
USING 1HE LIfTING SiRAPS AND REMOVE 1HE CRAIE.IF USING OPiIONAL
OIL ABSORBENiS, REPUCE ABSORBENi WHEN NEAR SAiURAiION. CONiACi:
]OB-86]-8446
•WHEN CONiRIBUiING DRAINAGE PREA HAD BEEN SiPBILREO, REMOVE INLR
PROiECiION.
INSERT (BAG) CURB INLET
PROTECTION WITH CURB FILTER
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WSTALLATION �,r� �
PREFPBRIGffD WASHOIII SYSIEMS/CONiNNERS ��
• INS7RLL ANO LOCAIE ACCOR�ING i0 iHE kNJUFACiUflER'S RECOMMEN�AilONS. �I�� �`
�ESIGNED AND INSiPLLE� M1EMS . I�-'
• UIILIZE AN� FOLLOW iHE �ESIGN IN THE SiORM WATER PoLLU�ION VREVEN➢ON PIAN TO INSiALL THE SYSTEM. ��
• DEPEN�EM IIPoN 1HE ttPE OF SYSIEM, E11HER E%CAVAiE THE PR OR INSTPLL 1HE CONiAINMENT SYSIEM. -' .., ' � ORANGE PLASiIC LENCWG
• A BASE SHALL BE CONSIRUCiED AND PREPARED iHAi 6 FREE OF ROCKS rWD OiHER OEBRIS iHAi MAV CAUSE iNSiALLE� A1 iHE DRiP LME
iFARS OR PUNCNRES IN THE POLVEfHYIENE LININC.
• INSTALL iHE POLYEIHYLENE LINING, GOR E%CAVAiEO SYS�EIAS, iHE LININC SHOUL� E%IENO OVER 1HE ENiIRE MAINTENANCE
E%CAVAiION. iHE LININC FOR BERNED SYSiEMS SHOULO BE MSiALLE� OVER iHE POOLINC FREA WIiH ENOUCH
MAiERIAL i0 E%iEND iHE LININC OVER iHE BERM OR CONTNNMEM SYSiEM. THE LININC SHOULO BE SECURED •iN5PEC1 ai LEA9 ONCE EVERv SEVEN CALEN�AR DnrS.
WRH PINS, AAPLES, OR O1HER fASiENERS. •REPAiR PERiME1fR BARRiERS 6 pAMAGEO.
• PUCE fIAGS, SAFEtt FENCING, OR EQUIVPI£M i0 PRWIDE F BARRIER TO CONSIRUCiION EOUIPMENi RN� •MSPECI fOR DAMnGE FROM LONSiRUCiION EONPUENI. Eit. REPnIR WOUNDS
OiHER iRAFF1C. SiuPLT Br REMONNC OnMaCE� BnRx nND W00� iISSUE. �0 NOi USE iREE PmNi.
• PUCE F NON-COLIPPSING NON-WAiER HONING COVER OVER iHE WASHOUi FFQLIN PRIOR i0 A PRE�ICiE� •CnBLE nND BRaLE nNr 1RUNx SPLrtS, WEnx FORKS, nND URCE LiuBS.
RAINfALL E�EM t0 PREVENt ACCUMUTAiION OF WAtER AN� POSSIBLE OVERFLOW OF iHE SYSiEM (OP➢ON<L).
• INSiRLL SIGNFGE TH4T I�ENiIFlES CONCREfE WHSHOUi HRGS.
• PoSi SIGNS DIRECIING COMRACi0R5 AND SUPPLIERS i0 �ESIGNAIE� LOCAilONS.
• WHERE NECESSARY, PROVI�E SiABLE INGRESS ANO EGRE55 OR ALTERNAiNE APPROACH PM FOR CONCREfE TREE PRESERVATION FENCWG
WASHOU� S15TEAIS.
MniNTENnNCE (SINGLE)
• INSPfCi �FILY FN� FRfR FACH SiORM EVENi. NOi 10 %ALE
• INSPECi iHE IMEGRIN Of iNE OVERPLL SiRUCiURE INCW�ING, WHERE APPLICPBLE, iHE CONiAINMENi SYSiEM.
• INSPECi iHE S'S�EM FOR LFhKS, SPILLS, ANO 1RACKING OF SOIL BY EQUIPNENi.
• INSPECT iHE POdEfNYLENE 11NING FOR FAIWRE, MCLU�ING iFARS RN� PUNCNRES.
• ONCE CONCREfE WhAES HAR�EN, REMOVE AN� �ISPOSE OL iHE MAiEAIAL.
• E%CESS CONCREfE SHOUL� 9E REMOVE� WHEN 1HE WASHOU� SYAEM RFhCHES W PERCEM OF THE DESIGN
GPACIIV. OSE OF iHE SYSiEIA SHOOL� BE �ISWN➢NOEU IIN➢L APPROPRNTE IAFASlIRES GN BE INRIAIE� TO
c��nr� ruE sraucruaE. aaErneaicarEo srsrEMs suou�o n�so unuzE ruis crertEreiou, uN�Ess ixE
MANUGACTORER HAS ALTERNAiE SPECIFlCAiIONS.
• UPON REIAOVAL OF iHE S4lLI�S,INSPECi THE SiROCiURE REPAIR iHE SiRUCiURE AS NEEDED OR CONSIRUCT
A NEW SYSTEM.
• DISPOSE OF ALL CONCREfE IN A LEGAL MANNER. REUSE iHE MAiERIAL ON SIiE, RECYCLE, OR HAUL iHE
MAiERIAL i0 AN APPROVED CON4RUCiiON/�EMOLiiION NNOFlLL SIiE. RECYCLING OF NAiERIAL IS ENCOURACED.
iHE WA4E IAAiERIAL CPN BE USED GOR YULiIPLE APPLIGilONS INCLUDING BUi NOi LIMIiED TO ROADBEDS AND
BUILDINC. iHE AVAIIABILITY FOR RECYCLING SHOUL� BE CHECKED LOCALd.
• iHE PNSiIC LMER SHOOLD BE REPIACED AFTER EVERY CLEANING; iHE REFIOVAL OL MAiERIAL WILL USUPLLY
DAM4GE iHE LINING. �
• iHE CONCREfE WASHOUr SYSIEM SHOIIL� BE REPNRE� OR ENIPRGEU AS NECESSARY i0 MNIMNN CAPACIIY
FOR CONCREfE WASiE.
• CONCREIE W/SHOUi SY4EM5 ARE oESIGNE� i0 PROMOiE EVAPORAiION. HOWNER, If iHE LIp01�5 DO NOi
EVAPOPAiE AN� iHE SISiEM IS NFAR CAPACIIV li MAY BE NECESSARY i0 VACWM OR REMOVE iHE LIOUIUS
AN� �ISPOSE OF iHEM IN AN ACCEWABLE MEfNO�. �ISPOS4L MAY BE ALLOWE� AT R1E LOCAL S4NITARY SEWER
AUiHORIIY PROVI�E� iHEIR NAiIONAL POLWTANi �ISCHARGE El1MINAiION S'4EIA PERMIIS AILOW FOR
ACCEPiANCE aF 1H15 MAiERNL ANOTHER OPiION WOUL� BE i0 ll➢L¢E A SECONpARY CONiAINMENT SYSIEM OR
B0.5M FOR FURTHER DEWAiERINC. WORK ARFA
• PREFFBRICAIED UNRS ARE OF1EN PUTAPEO ANO THE COAIPANY SIIPPLYING iHE UNR PROVIDES iHIS SERVICE.
• INSPEQ CONSiRUCiION ACiIVRIES ON A RECUW2 BASIS TO ENSURE SUPPLIERS. CONiRACTORS. AN� OiHERS
ARE UiILRING �ESIGNAiE� WASHOUi ARFAS, IF CONCREIE WASiE IS BEING DISPOSED OF INPROPERLY, IDEMIFY
iHE VIOlAi0R5 AND iAKE PPPROPRNiE ACTION. WAiER FLOW
• WHEN CONCREiE WASHOUi SYSiEMS PRE NO LONGER REpUIRE�, ME CONCREfE WASHOUi SYSiEMS SHHLL BE
CWSED. DISPOSE OF ALL HARDENED CONCREiE PND OiHER MAiERIALS USED i0 CONSiRUCi iHE SYSiEM.
• HOLES, DEPRESSIONS AND OiHER IAND DISiURBANCES ASSOCIAiEO WIiH iHE SYAEM SHOULD BE 94CKFILLEO,
CRPOE�, AN� SiRBWZFD.
15" % 15' SiAKES PIACEU 10' ��5'xt5'" WOO�EN SIAKE
O.G LMFAR SPAQNG
� 9LT SOCN MAiERIAL PER
SPEQFIGilONS �
(12' �IA. TIPICAQ
PROiECiED PREA
�I woreK aaEa
\ow y`I'y
` SILi SOCK NAiERIAL PER
�SPEQFICAilONS
(12' �IA. ttPICAL)
CONCRETE WASHOUT � �'�`
NOi i0 SCALE NOIES:
1. ALL MAIERIAL i0 AIEEf SPECIFlCAilONS.
2. CONPOST SOCKS FlLL MEEi APPLICAiION REQUIREIAENiS.
i FlLiER FIEDIA AIAY BE DISPERSED ON SIiE AT iHE END OF CONSiRUCiION.
AS ALLOWEU BY OWNER.
SILT SOCK
Nor ro scn�
q.
2 UYERS OG
6'r6'x10/10 CAGE WIRE
N�N-WOVEN HFAW �UIY 2� % 2" HNRDW000 POSi
SIDRIA GRAiE GWiE%➢LE FAARIC ON � _ _�R AEEL iEE POSi
pOWN SLOPE FND
BOIIOIA OF TRENCH ip" i0 IB" MEASURED
LOMPACiED FlLL � FROM TOP OF MLEf
❑ ❑
-IQ, _
s° x z' w,aowaoo posr
oe sree� ree aosr
BqINE YAIO NLEf
3' DVJAEfER� �-�y� 6"x6"" 10/10 GAUGE WIRE
3' HICH 7� 1�' \�NON WWEN GEOTEXpLE
1. .) FlLTER FABRIC
ga cace wiae�l %-4-�-1-/�I �rneo camNc
ANCHOR i0 CRAiE �
qqxpyp�pµp� NCK FlL1ER FABRIC
UNDER CASiiNG
INSTALlATION
I. DIG PN EIGHi-WCH DEEP, FOUR-INCH WIDE iRENGi AROUND iHE PERIMETER Oi iHE INLEf.
2.If USING PRE-ASSEMBLED GEOiE%iILE FABRIC ANO POSiS, �WVE iHE POSiS INiO iHE SOIL, iIGHiLY
SiREfCHING ME GEOiEXIILE FABRIC BEIWEEN POSiS FS FACH IS DRNEN. (POSiS MUSi BE PIACED ON iHE
INIEi SIDE OF iHE ANCHOR iRENCH WIIH iHE GEOiE%illE FABRIC ON iHE SI�E Of iHE iRENCH fARiHESi FROM
1HE WLET)
NOIE:If ASSENBl1NC iHE CEOff%illE FHBRIC AN� POSiS ON-Slff, �RNE iHE POSiS INiO iHE SOIL AND iHEN
SECURE 1HE GEOTEXIILE FABRIC i0 iHE POSiS BY PUCING A PIECE OF UiHE OVER THE FABRIC AN� FASIENING
li TO iHE POSi (STREfCHING 1HE FABRIC BEIWEFN PoS1S AS R IS FASiENE�).
3. USE iHE WPAP JOIN AIEfHOD WHEN JOINING PO515
4. PIACE iHE BOi�OM 12 INCHES OF CEOIEXIIIE FABRIC INiO iHE EIGHFINCH DEEP 1RENCH, IAYING 1HE
REIAAINING FOUR INCHES IN 1HE BOii0A1 OF iHE 1RENCH PND E%�ENDINC AWAY FROIA 1HE INLEf.
5. &4CKFlLL iHE iRENCH WIiH SOIL MAiERIAL ANO LOMPACT li IN PIACE.
6. BRACE iHE POSiS BY WJLINC BRACES iNiO EACH CORNER POST OR UiILRE RIGIO PANELS i0 SUPPORT FABRIC.
MAINTENANCE
. irvsaecr oni�r.
• INSPECT GEOiEXIIIE FA9RIC AND MAKE NEE�E� REPNRS IMME�IAIEd.
• REIAOVE SE�IMENi FROM POOL AFFA i0 PROVI�E S�ORAGE FOR iHE NE%i SiORM EVENi. AVOID DANAGING OF
UN�ERCl1nWC FABRIC DURINC SEDIMENi REMOVAL.
• WHEN CONIRIBUiING DRNNAGE AREA H45 BEEN SiABILIZED, REIAOVE SEDIMENi, PROPERLY OISPOSE OF ALL
CONSiRUCiION NAiERIAL, GRADE ARFA TO iHE ELEVFTION OF iHE STORM DRAIN MLET TOP. 1HEN AABILIZE
IMMEDiAiELY.
GEOTEXTILE FABRIC YARD INLET
DROP PROTECTION
Nor,o s��E
g�� E%CAVAiE A 4" % B' �p 2" % 2" HARDWOOD POST
� DEEP iRENGi �
NON-wOVEN HEn'tt
\ I���IIIY GEOiEX�ILE FA9RIC
8 1
4' ��
`��3 / l
NON-WOVEN HFAN' DU1V
GEOiE%illE fABRIC ON DOWN �
SLOPE AN� BOIIOM OF iRFNCH
z° x z' naeowaoo aosr
COAIPACIED FlLL �
MSTALLATION " '
1. IAY OUi iHE LOCAiION OF 1HE FENCE SO 1HAi R IS VARPLLEL i0 iHE CONiOUR OF 1HE SLOPE AN� Ai
LFAS7 W FEEf BEYONp iHE TOE OF iHE SLOPE i0 PROVIDE A SEDIIAENi AORAGE ARFA. iURN iHE ENpS OF
THE FENCE UP SLOPE SUCH iHAi 1HE POIM OF CONiACT BEIWEEN THE CROUND /JJD 1HE BOTIOAI OF 1HE
�NCE ENo �Ereuuu�Es nr a wcNEa E��varioN r�nx �xE roa or TME rEucE a� i� iowEsr roiNr.
2 E%CAVAiE AN EICHi-iNCH DEEP BY FOUR-WLH WIDE iRENCH ALONG iHE ENiIRE LENGiH OF iHE FENCE LINE.
INSiALUiION BY PLOWINC IS AWO ACCEPiABLE.
3. INSiALL iHE SILi FENCE WITH iHE FILiER FPBRIC LOCAiEO ON 1HE UP-SLOPE SIDE OF 1HE E%CAVAiE�
iRENCH ANO iHE SUPPORi POSiS ON iHE DOWN-SLOPE SIDE OF iHE iRENCH.
4. DRNE iHE SUPPORi POSiS Ai LEASi 18 INCHES INiO iHE GROUND, iICHiLY SiREfCHING iHE LABRIC
BEIWEEN iHE POSTS AS EACH IS DRrvEN IMO iHE SOIL A MINIMUN OF i2 INCHES OF iHE FILiER FPBRIC
SHOUL� E%iEN� INiO iHE iRENCH.
5. IAT iHE LOWER fOUR INCHES Of FlLiER FBBRIC ON ME BOIIOM OF iHE iRENCH AND EXIEND li TOWPRD
Thc ua-s�oPE smc ov n�e rRr�cH.
fi. BACNFlLL THE iRENCH WI1H SOIL AIAiERNL PN� COIAPACT R IN PIACE.
NOTE: IF iHE SILi FFNCE IS BEING WNSikUC1E� ON-SIIE, AIIACH iHE FlLiER FABRIC i0 iHE SIIPPORi
POSIS AN� AIIACH WOODEN U1HE i0 SECURE THE FABRIC i0 iHE POSiS. ALLOW FOR AT lFASi 12 INCHES
OF FABRIC BELOW CROUND LEVEL COIAPLEIE iHE SILi FENCE INSiALU110N, FOLLOWING STEPS 1 1HROUGH 6
A90VE.
MAINTENANCE
• MSPECi WIiHM 24 HOUPS OF A FNN EVENi AN� Ai LFAS� ONCE EVERY SEVEN CFIENDPR �AYS.
• IF FENCE FA9RIC TFARS, STARIS i0 �ECOMPOSE, OR IN PNY WAY BECOMES WERECiIVE, REPUCE 1HE
PFFECIE� PORIION IIAIAEONTELY. NOIE; ALL REPAIRS SHOUI➢ MEEf SPECIfICAiIONS AS OURINE� WIIHIN iH15
MFASIIRE.
• REMOVE OEPOSIiEO SEDIAIENi WHEN rt IS UUSING iHE FlLiER FABRIC i0 BULGE OR WHEN R REACHES
ONE-HALF 1HE HEIGH� OF THE FENCE Ai RS LOWEST POINT. WHEN COMRIBUrING DRAINACE ARFA HAS BEEN
AREA TTABILIZED, REMOVE THE FENCE ANO SEDIMENi DEPOSrtS, GRADE iHE SIIE i0 BLEND WIiH iHE SURROUNDINC
���, ANo SrAB���ZE. SILT FENCE BARRIER
INSTALLATION
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Suhjec��o compliance with allregula�ions
of S�a�e and Local Codes
City of Carmel
i
`���m � �� �ck�n1�
DATE: 0��� 3IZO
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iE=888.31
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SUBSURFACE �RAM (SSD) . CURB INLEf
—�Ao no— ROOF DRAIN, CLFANOIII �� Si0R1A SEWER INLE15
�►F y/ WAIER LINE, IAEfER, VALVE �1 iEE" F1111NG
�55 ss— SPNRARY SEWER, AIANHOLE �N iAPPING SLEEVE & VALVE
�55-55— SPNRARY IATERRL, 0.FAN OU� � FIRE NYDRAM
EASEMENi LINE E FIRE �EPARiIAENi CONNEC
� E E OVERHFAp ELECIRIC, POIE �� POS7 INDICAiOR V�LVE
y,�7EJ eec BURIED ELECIRIC, IAANHOLE (3-1J�- SiREEf LIGHi
cry ory OVERHFAp CPBLE IELEVI510N ET iRANSFORIAER
er.ry er.ry BURIED CABLE IElEVI510N � ELEG�RIG IAEIER
�� GAS IINE �EfER, VPLVE ,C���.. CABLE RISER PEDES�AL
� � ovcRN�no ��EPNouE uNE
eir. eir. BURIED TELEPHONE IINE
UT1LfTY PLAN NOTES�
L SEE ARLw1ECiURAL PWMBiNG PUNS fOR PWMBMG DEIaRS 10 aREaS RVE (5) fEEi OUiSiDE AND
iNSiDE OF IHE PFOPOSED SiRUCiUFE.
Z SI�E C�NiRACiOR i0 VEFIfY ALL 9UIL�ING UiERALS WIiH PWNBING ORAWINGS PRIOR 10
CONSiRUCiION.
}_ SIIE ll➢LIIY CONiPACiOR i0 VERIFY BUIL�ING CONNEC➢�N LOCAiIONS AN� ELEVAiIONS WIiH UEP AN�
ARCHIiECNRAL PLPNS GRIOR i0 CONSiRUCiION.
4. E%ISiING UiILIiY LOCAilONS NiE APPRO%IMAiE. iHE CONiRACiOR SHALL �EiERIAINE AND FlELO VERIFY
ALL HORRONiAL AND VERiICAL LOCAilONS PRIOR i0 WIAIAENCEIAENi Of CON9RUCilON.
5. RiM ELEVAiiON (RE) SnALL iNDiCAIE inE ELEVAiiON in4i WAiER WOULU ENiER inE GRAIE FOR ALL
CASiMGS. 6 CAS➢NG NAS SOLiO LiD. iHE RE iS iHE Li0 ELEVA➢ON.
6. WAiER AND SEWER [ROSSiNGS ANO SEPARAii0N5 SHALL BE iN ACCORDANCE Wiix "1EN SiAiE
SiaNDARDS" AND LOCAL LODES.
). WAiER LWES ixR0UCN0Ui iHE PROJECi SNnLL BE iNSinLLED WiIH al LEn9 Sa WCNES OF COVER i0
PRWI�E PROiECiION fRON fREEZING.
8. PLASIIC WAiER LMES SHALL BEAR iHE NSF SEAL OL APPROVnL nN� MEEi COMUERCUL SiAN�ARD N0.
25fi-3, PHODUCi SfANOARD 22-]4, OR ASf1A D 2441.
9. ALL SOB-SIIRFACE �RAIN (SSU) SHALL 9E 6" VERFORAiEO OUPL WALL H�PE UNLE55 NOiE�
OixERW6E.
1p. iNVERI ELEVAIiON OF SUB-SURFACE �RNN (SSD) A1 SiRUC1URE i0 BE ixREE (}) FEEi BELOW RiM
ELEVAiION.
11. REfER i0 SNEE1 C202 fOR 90RY SEWER OEIULS.
12 REFER i0 SnEEI C201 FOR ALL OixER UiRiry DEiNLS.
13. SEE SIRUCIURE Oata inBLE �EtaIL ON SHEE1 L60x FOR S1RUCiURE nN� CnSiMG IYPE nN0 52E.
11. LONNECilONS i0 E%191NG ARUCiURES REOUIRE iXAi iHE SiPUCiURE BE REXABILOAiEO i0 CURRENi
oaw oesicN s*Auoaeos.
I5. ANY p6CREPANCiES OR CONFUCiS WHICH BECOIAE APPPRENi BEFORE OR DURiNG CONSiRUCiION SHALL
BE BROUGHi i0 iHE Ai1ENii0N OF iHE ENGWEER Of RECORp iMA1E0iAiELY SO iHAi CUPoFiCAiION OR
eeocscn unv occure.
COORDiNAIE WiiH ELECIRiCAL/IECNNOLOCv PUNS
CONiRnC10R i0 REGER t0 ELELiRiLAL PUNS fOR SrtE LiGNtMG PoLES. &45E5. NUNBER Of
CONDUrtS nN� WiRE SPEORCAii0N5, BUI REGER i0 iwS SNEEi fOR iHE iNSiALLE� ROOiE
ExiSiiNG SiORM CASiiNG i0 RENNN iN PIACE AND BE UN�iSiURBED DURiNG CONSiRUCiiON
5 6 OR 6" SlIBSURfaCE DRniN � 0.502 aN0 Cna fN�. Wiin �iLifa SOCK
CORE/�RILL E%ISiING SiRUCiURE
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City of Carmel
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DATE: 07�� 3�ZO
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—0+25 0+00 0+50
PROFILE - EX. STR 700 - STR 701
HOR SCALE = 1'=20'
VERT. SCALE - 1'-3'
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PROFILE - STR 701 - STR 703
HOR SCALE =1"=20'
VERT. SCALE =1'=3'
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390 890
385 885
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SCALE: 1"=20'
1. OCCUPAiIONPL SAfEfY AN� HFALiH ADMINISiRAiION (OSHF) SiFNDARDS FOR E%CAVAiIONS FlNHL RUIE
P9 CfR PARi 1926, SUBPPRi "P' PPPLIES i0 ALL E%CAVAilONS E%CEEDING ME (5) FEEi IN DEPiH.
2. IN A��IiION, E%GVF110N5 E%CEE�ING iWENtt (20) fEET IN DEPiH REQUIRE iHE DESIGN OF A iRENCH
SAFEN SYSiEM BV A REGISiERED PROFESSIONAL ENGMEER.
3. ALL SIROCIDRES 54NLL H4VE CASfINGS, JOIMS, 11R RINGS, SiEPS AN� PIPE WNNEC110N5 WELL
GROOiE�, iROWELE� SMOOIH AN� BRUSH FlNISHE�.
4. ALL S1ROCi0RE5 QE: A4WHOLES, WLEfS) SHALL HAVE POlIREO FLOW 11NE5 PN� BENCH WALLS. 1HE
FLOW ONES AN� BENCH WALLS SHPLL BE iR�WELE� SMOOTH AN� BRUSH FINISHED.
5. FlELD �1DJUS11AENi5 OF i0P OF CURB (iC) OF STRIICTURES MAY BE RE�UIRED TO NEEf FlELp
CONOIilONS. ADJUSiIAENiS EXCEEDMG ME iENiHS (0.5) OF A FOOT MUA BE APPRWED BY iHE
ENCWEER i0 DEfER1AME iHE MIEGRIIY OF iHE SiRUCiURE Ai NO COSi i0 THE OWNER.
6. SiORM SiRUCNRES WRH MLR CASiINCS SHALL BE SEi i0 AIAINiNN A PoSIiIVE ORAINAGE GLOW iNiO
iHE SiRUCiURE.
l. SiORM PIPE INVFRiS HT OUiLR SiRUCiURES QE: END SECilONS), ANO PIPE LENGiHS MAT REOUIRE
FIELD FDJUSiMENiS i0 MEEf ACiUAL FIEL� CONOIilONS.
8. NLL �EPiH GRANUTAR fi4CKFlLL SHALL BE REQUIRED UNDER BN� WIiHIN (5J FEEf OF PLL PAVE�
ARFlS, INCWOING CURBS, EDGE OF PAVEMENT, PN� SIDEWPLKS.
9. PIPE IENGiHS PRE MFASURE� fROM CENIER OF SiRUCIDRE TO CENiER OF ARUCiURE (JJ� MCLU�E
ENo sEcnoNs.
10. RIM ELEVAlI0N5 (RE) SHALL INDICATE THE ELEVB110N iHAi WAiER WOULD EMER A STRUCIURE.
i i. iNv�Rr cuvnnoN or sue—suRrncE oRnw (sso) nr saucrurec ro eE rNREE (a) rEn eE�ow reiM
[uvnnou.
12. AM' DISCREPANQES OR CONftICTS WHICH BECONE APPARENi BEFORE OR DURiNC CONARUCiION SHALL
BE BROUCHi TO iHE AIIENiION OF iHE DESIGN ENGWEER PRIOR i0 CONSiRUCiION 50 iHAi
CIARIRCAiION OR REDESIGN NAY OCCUR.
1d. NO BIASiING S4NLL BE PERFORMED ON iHIS SIiE.
14. NO SEISMIC NBRAiING OPERAilONS WILL OCCUR ON 1H15 SIiE.
15. SiRUCiURFS OEEPER iHPN 4' MUSi BE ACCESSIBIE WIiH AEPS.
1fi. �EBRIS GIIAR� TO BE INSTALLF➢ ON RLL OPEN EN�E� MLE15.
1). ALL AORA1 SEWER, WCLIIDMG SSD, SHALL BE 0.FANED AND iELEV1SED AFIER BLL UNDERGROUNp
UIILRIES ARE INSIALLED.
18. ALL BEEHIVE GSiINCS ON A 2'%2' BO% SHALL HAVE A SOUARE RISER WIIH A ROUND HOLE.
19. WHERE CONNECiIONS ARE MADE i0 E%ISiiNC MANHOLES OR MLR SiRUCiURES, iH0.5E SiRUCiURES
ShNLL BE REHABiLIiAiED OR REPNCEO i0 iHOSE MINIMUM STPNDRROS OUiLWE� iN CHAPiERS 400
ANO 500 OF iHE qtt OF INDNNAPOLiS STORMWAiER SPEQFIGiIONS MANUAL, IAiEST EDIiION. iHE
REHABILIiB110N SHFLL INCWDE iHE INSiALU110N OF BENCH WRLLS, AS WELL AS PRESCRIBE� MFASURES
i0 ELIMINHff iHE POffNrIAL FOR MIGRFiION OF fl4CKFILL MAiERIALS INiO iHE SiORMWAiER SYSiEMS.
PRORLE LEGEND
�anoE
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EXISTING GROUND
800 800
DATOM 2+00
STATION �
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VERT. SCALE -1"-3'
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I+50
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