HomeMy WebLinkAbout5 C301 Grading PlanRELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
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City of Carmel
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DATE: 07�� 3�20
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5 15 30
SCALE: 1"=20'
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 GENER4 xNOWLEOGE Oi SORS LONDiii0N5 M inE 0.PEl
11. ANr DiSCREPANCiES OR LONFLiCiS WNitN BECOME nPPnRENi BEFORE OR DURiNG CONSiRUC1i0N SrvALL
BE BROUGNI i0 iHE AiiENiiON OF iHE ENGMEER OG RECORD iuMEDiAiELv 50 �NAi CURiRCAliON OR
REDESiCN MAr OCNR.
FLOODPLAIN NOTES
I. iH[ 511E 5 LOCAIEO WIIHIN iHf FL00� WZAR� ZONE 'OL' anE '%' GER IHE FL000 iN511RANCE RAIE
IAP. LOMMUNI6 PINEL N0. 1809]C0159E, REYIQD JINWRY 5. M01.
1. iX[ 100 YFAR &OSE FLOOD ELCVAl10N fqt iX[ SI1E AS ILLUSiM1ED ON iXE FLOOD INSUWNCE
SiUOY (fl5) %RE NUMBER 3pP FOR WRqN COUN1Y,iNDV1N fOR f.LLLON CREEK %N%.Xf ROUNDED
UP t0 ME NEY2ESi 0.5'.
qUOES REPRESENIED AIONC PMNING L01 40EnNK EDCE ARE SE1 f' /HM�f EXISnNc aAVENiN OR ExSiINC
pIfl81NG.
CONSULTANTS
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a 2020/04/21
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° 990433-10705