HomeMy WebLinkAboutC803_Addendum #20
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SOILS MAP
NOT TO SCALE
Map Unit Legend
MapUnilSymbol MapUnitName
V�vA Brooks�on silty cleyloertF
uman iana comaie., o m z
pe«e�� sioae�
vow cmmysauoem,rne�ioemy
subsoll-U�banlanticomplex,
a m z ce��� siopes
VmaB2 Miamisltloam-Urbanlantl
campleR 21ofi pemenl
slapes, erotlea
I
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PERMANENT STABILIZATION AND RESTORATION SPECIFICATIONS
General
Construction operations shall be carried out In such a manner and sequence that
erosion and water pollutlon will be m�mimized and held within acceptable limits.
The completed project shall present a workmonlike appearance and conform to
the line, grade and cross section of the project plons. All hees, stumps, brush
and similor materials are to be removed from the site or disposed of in such a
way as to hove the least detrimental effect on the environment.
Veqetative Establishment
Vegetation will be establlshed on oll disturbed areas. Dlsturbed areas are to be
seeded as soon as possible and as described �m the constructlon sequence on
this Sheet.
Maintenance
All seeded lawns shall be maintained for 60 days following final inspection by landscape architect
ofter writlen request from the controctar. I�aintenance to indude watering, weeding, altivating,
mulching, mowing and all other necessary operafions required for proper eslablishmenl of lawns.
Seedina
Tapsoil shall be de-compacted to a depth of 6 inches and prepared in order ta ensure a
sufficient planting medium. Select a seed mixture based on the specifimtions for permanent
seed. Apply 9 pounds af 12-0-12 fertilizer per 1000 sq. ft. in lown filter strip orea ONLY. Do
not apply ferlilizer in areas to receive Native Seed. Seed shall be applled with mechanical
spreader or seed dnll at rotes specified per acre. Apply seed 1�2 one direcYian and 1�2
peryendiculor to the first. LighUy roke and roll with 200 Ib. roller. Apply hydromulch, strow mulch
or erosion control blanket as specified on plans.
M�i�h
Unless atherwlse specified, erosion contral blanket shall be �mstalled as specified on the plans.
Wood Fiber Hydromulcher If approved by Owner, wood fiber hydmmulch may be applied. Apply
wood fiber ot at rote o( 1 ton/ocre. Apply with o hydromulcher with tacking ogent used
according to manufacturer's recommendatians.
Maintenance
All seeded lawns shall be mointoined for 60 doys following final inspection by landscape orchltect
after written request 6om the contractor. I�ointenance to include watering, weeding, cWtlwling,
mulching, mowing and all other necessary operations required for proper eslablishmenl of lawns.
NOiES:
1. CONCREIE WASHOUi PREA 91ALL BE INSiALLEU PRlqi i0 ANY CONWEIE PLACEMENT ON
51E.
P. SIGNS SHNL BE PLACE� AT WE CONSIHOCPON ENWANCE Ai IHE WASHOUT AREA
ANU ELYWNEPE AS NECESSARY i0 Cl£ARLY INUICAIE 1HE LOCAPON OF 1HE CONWEIE
WASHWi AREA i0 OPERAi0R5 OF CONptEiE WOCKS AN� PUMP RIGS.
3. 1NE CONCREIE WASHOUT AREA SHALL BE REPAIRE� AND ENLARGE� OR 0.EPNE� WT AS
NWESSARY TO NAINiAIN CAPACIiY FOR WASIEU CONCREIE.
4. Ai 1HE END OG CCNSiROCPON, ALL CONCREIE SHALL BE REMOVE� LRqA 1HE SIIE ANU
UISPOSEU W Ai AN APVROVEO WASIE SRE.
5. WrIEN 1HE CONptEIE WASHWi AREA IS REMO4ED, 1HE DISNRBE� AREA SHALL BE
SEEDED AND IAULCHED OR OINERNISE STABILIZED IN A IAANNER APPROVED BY 1HE
iNsrEcra+.
PER
sicx ro woicnh TME
LOCAlION OF iHE
CONCREIE WASH AREA.
STAKED
SIRAW BALE
COMPACiE� �
SpL ia
PPEVENi� -
PIPING
'� P0.YEiHYLExE llxixG
- 10 MIL 1HICK LINING
i0 E%1END O�ER ME
x BALES
iaur nRca ��cm = zo u[ra� aws aa
IWi ARFA N1U1H = 15 SiAPLES TO SEWRE
TME aar��xnFUE ro
Ne smaw aa��s
FLOW
� x x
SiRPW BALE
PLAN eNmeucnm a'
— INiO GROUND
-POLYE1HriENE LINING - 10 MIL 1HICK LINING i0
E%1END O�ER 1HE BAIES IAETAL PWS OR SiAPLES
ro securee rne aa�r�mneNe ro �ne
�SiRAW BALES - - BIN�INGS Fpi
SiRBW BAlES
i0 BE PIAttU
CqAPAC1ED SOIL PARAI1f1 i0
t0 PREVFNi PIPING fJtOUND
1 �'%��i���T��i�:�T��i���%��T��%��T��i���i`��<.. ~ENreEucneo +'
� PROFILE ixro caouNo
NOIE�. CqJiRACiOR SHALL PAONOE A�DIPONFL WASHWi
APUCNRES OR LARGER SIROCNRES IF REQURIm
ABOVE GROUND CONCRETE
WASHOUT AREA e
NOi TO SCALE C803
I. RENObE SEDIMErvi OEBRIS iCE AxD
SNOW FRq,I iHE INLEi CRAIE WRFACE AND
SUftROUNDING AREA.
P. VERIFY Fli BY PLACiNG FlL1ER O�ER
MLEi CRAIE i0 ENSURE 1HAi INLEi fIL1ER
E%lEN�S Ai IEASi ONE INCH BEYqJD ME
CASiING EDGES iHE OOERLAP SLOWS
WAiER FLOW PND SiPRiS fIL1ERINC
SEDIMENi AN� DEBRIS BEFORE WA1ER DROPS
INiO iHE INLEi iHE USER IS RESPqJ51BLE
FOR PROPFR INSiALUiION.
3. POSIPON RIE A1Ai. PLPCE WLEi flL1ER
ON GRAIE W1iH ME NEi 9DE �ONN, fWSH
N ME BACK EDCE AND E%iEN01NG BEVOND
IHE GRAIE OPENING ON WE fRONi ANU
RAT STREET OR PAVING GRATE
8 ZIP 71E5
nNo Ho�o-oowN Pnos
INLEi fILYR aBOUi P INCHES fROM 1HE
FlRSi ENiRY POINi AND PUSH UP ANO
1HRWGH FlL1ER AND SECONO HOLE IN
HOLD-DOWN PAU.
i➢CHRN ZIP ilES AFRR AIIACHING ALL
OF iHE LP PES, RE-POSiION INIEi FlLiER
i0 CO�IPLEIELY COVER AN� ObERLAP ME
GRAIE. PULL FREE END OG ZIF➢ES HANO
TGHi i0 ANCHOR WLEi FlLiER i0 ME
CRAIE. Ni OFF FREE ENO OF ZIP iIES i0
IEAVE A 1' iAIL.
Q E%iREFIE fLOW INSiALLA➢ON REOUIRE-
MENiS. SqAE AIUNIQPALIilES REWIRE
E%POSED ObERFLOW. CHECK LOCAL
REGULPPONS. E%P09NG iHE EMERCENCT
OVERROW ALLOWS UNFlLIERFD ROW WNEN
WA1ER DEPRI EXCEE�S INIEi FlLiFR HElpli.
IF NECESSFRY, Wi WLEi FlLffR L�M A
KNIFE OR SHEARS i0 E%POSE iHE OPPER
aoRnon or ME ov�Rnow scnoN. Auow
1HE SiAN�ARU OVERLPP ON PLL SIOES OF
INlft FlLiFR BEFORE Wt11NC.
MNNffNANCE INlfi RLffR MLL COLLECi A
LOi OF YUIMENi. SNFfP i0P ANU 5DE5
OF WLEi RLiER i0 REMOVE SE�WENi AN�
OEBRIS PFiER EACH I/Y RNN EVENi. IN
CASE OF SiAN�ING WAIEP Ai MLEi,
SWEEPING AWBY BOILt-OP U�RIS ALLOWS
WA1ER t0 URNN iHR011pi MIEi FlL1ER.
INSTAllAPON KIT INCLU�ES:
e zir nes
a Ho�o-oowry anos
allo ixsmucnoxs.
WE HOLU-DOYM PADS SPREAO iHE
PRESSURE FROM 11GHiENm ZIP iIES.
SNEtCHES SHOW PROPEA INSiqLLAPON.
COIR FIBER MAT
INLETN PRO TECTION � 03
E%ISPNG 1REE i0 BE
PR01EC1E0 fROM DAP�
oueiuc coxsmucnoH.
6' iALL FENCE POSi
o io'-o° o.c. iva.
PRO1EC11VE FENCIN6 5
SENIRY-YCURA SAFE
AS MPNUFPCNRED BY
PRORC➢VE FENCINC i
HDPE N1iH P DIPMOND
MESH. COLOR i0 BE 0
exisnxc cRaoEs vnn�i
i0 REAIAIN UNCHANCEI
STORMWATER POLLUTION PREVENTION SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
RELEASEOFOR CONSTRUCTI�N
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
�
�{�n„� i,.va��
DATE: 06�� 7�20
NOIE: IF STONE PAVING IS TO BE
USED AS A WHEEL WASH AREA, ALL
RUNOFF SHALL BE DIRECTED TO A
CONTAINED AREA WHERE SEDIMENT
CAN BE COLLEC7ED AND REMOVED.
BOM SIDES iHE ZIP ➢ES AIIACH INLEi
FlL1ER i0 iHE INLEi CRAIE COOER N1iH0Ui
LIFIING iHE GRAIE COYER.
4. INSERi ZIP ➢ES LIFi MLEi FlL1ER
SIIG4RY i0 ENABLE YW i0 SEE 1HE RRSi
CRPiE BAR FROM iHE EDCE Of iHE GRAIE
COYER. PUSH hlE POINiED ENO OF F
SCREIIDRIVER WROUW INLEi FRiER i0
CREPIE A PILOi HOLE i0 hIE 9DE OF 1HE
CRAiE BPR. POSH 1HE PqNiEO END Of ZiP
PE MRWGH HOIE IN HOID-0OWN PAD AND
RIEN MRWGH ME INIEi FlL1ER. BEND
ABOUi 3' OF iHE ENO OF iHE ZIP ilE BPCK
ON IiYLF PND SiEP ON hIE fOLD i0 fq2M
A HOOK SHAPE. 1HE HOOK SHAPE NPKES
It EA9ER N GRPB WE END AF1ER LOOPING
UN�ER WE GAAIE BAR. NOW LOOP 1HE ZIP
PE UNDER iHE GRAiE BAR FND PULL UP:
INSERi PqN1ED END OF PE IN BOifqA OF
�0 NOi COl4R
i0P OF WRB.
WRB TOP TO ACT
AS OVERFLOW.1
CUT OUT
STABILRE FOUNDATION
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE 5
C803
s�� �iN
��<<O�ys'9S
�
` INDOT q2
COURSE
� AGGREGATE
��� �.
8 MIN �
DANDY BAG°
xo*¢� ixe o.uor e.c��. wu ac iunveaeeuxm �x � u.an. mau n
wa�x uoxoFluuEHr r�eaic ixnr uErrs oa ExvcEos ixE rauo�nxc seccwcnnoxs�.
�'R]EE P]�0`�'EC�'ICiN �]E�'AIL �
STORM
NOT TO SCALE �3 SEYPER
GRATE
DANDY CURH BAG'°
STORM SEWER LIFT STRAP:
GRATE OVEHFLOW USED FOR
COMPLETELY GAP EASY
MOVEMENT
COVEAED BY CURB AND AND
HI-FLOW �UTTER INLET INSPECTION
FAHRIC OF IINIT
STRAPS
`CURH
FILTER
LOW PROFILE WITH
GUTTER FOR
SAFETY AND CURH
APPEAL
e1m<mam�moP oPc�ni<snren o..`�u.mm o���s unrry
c,an r.,.�m cm� m nsiu o� xry s� asv� x�09
n,8malsS�reo �n ASiM D]J08 kPa 1e ]09l 450
aul�W R ra etence � FSM D U55 MX Z� 5 B�% 0
em, asu o aas+ � x� ssms us
n�i a ^ � sae
a>�,mniiw asru o� s«� m zi
xas� me onxox cuRe enc•9�nu a¢won�c�vx� w �m us.� �an n
•uoc<: `%97`d'o�8"y°6a��N �a9a6'e o 2d.eS`�iiR o�`om� a`t o9h�oo�".,o`ma�S°1pk%:°s's'
STORM DANDY BAG� onuov aae anc��� (suett oanxce)
SEWER uema��Poi v,e an�a i u m u u unav
GAATE � B6 � � � 6
= . � � � — ••r< c�o� oro� wsru o anas �m asz� x �09
� : .. ;�. ' ' — c oe .<�
'� �' � — a.,,a... s�..� m asu o mm o.ao so
_ u Rie.
_ .. I� I I a�a� r2� n n� o a�ee , s� �so
�e:oia ree. si.e.�u ws}u o aoo u� im o3i i�s x o�o �s
w e..a<.�a nsrn o anss so
u�Flaw Rote 5 n51M D 6091 m�ln /l 5909 u5
'NatePeAll DonEy CurC Bags�wn6be or0eredmw�h wr optonal ol absorbents
INLET SE�IVJ[ENT �C�N`�'RiJL ]DEVICES DETAIL ,�
STREET CURB WLET GRATE
� ziP nes
nNo Ho�o-oowN Pnos
SILT FENCE
Silt Fence shall be of a non-woven qeotexlile labric desiqn.
■ ■ AIl stakes shall be 1 1/4" X 1 1/4" harEwooE 36" tall wilh 24"" tall
lath stapled to stakes over fabric os reinforcamanl.
Textile Strength � 20% elongatlon ........................ 50 Ibs. per linear inch
SILT FENCE JOINT WRAP DETAIL UV Resistance ..................................................... > 85 %
Filterin9 efficiancY_ ..................._....._............_...._.. 85%
Slurry Flow Rate._ ........ .. ._..... 4.5 gpm/sQ. !t
Water Flow Rote.. ......_ ......_ 220 gpm/sqmre ft
�I� 1-I/4' % 1-I/4' POSiS 1-I/4' X 1-1/4' POST
I� FlL1ER FA9RIC 6' W1hI00i N1RE BACKING
I���� r` �
- 8 INiH WIRE BACKINC
I���' FWW
� � %�
� IIII ..d:f'- \
Ii8111IIIllI=' 01
ANCNOR SKIRi 4" L
NINIMUAI
GENERAL NOTES.
L FlL1ER FABRIC FENCE SHPLL BE P MINIMUM OF J6' IN VADiH.
2. NRN SILi FENCE UP AOPE Ai EN�S.
3 iRpWED irvSPECiOR i0 ExnuwE ME SILi FErvCE kEEKLv arvo
RFiFR EACH 1�" StORM EVFNi.
�Bo3 TEMPORAR o SILT FENCE
NPUES POSPNG BO% (AIAIlBO%)
anwrzo, cuvnwzeo uw. eze m'w � ia"e
AWNINUM PLqiFORM
PUiFORM
BRACKEi
0
�GPLVANIZEU
HARUWARE PAINIEU, GALVANIZE�
AWMINUM NAR�WAPE
NqAINAL 4"v4" POSi BRACKEi
(iAEAffD)
�P191�1'il
w000 vosr r
METAL BRACKEi
�sEE Posr oErA�u
➢A'inp➢i
��
SIDE V1EW
NPDES POSPNG BO% (MAIlBO%)
MIN. SIZE 10°w � 19"tl
NOlES:
1. NPpES POS➢NG BO% SHALL
coNrnix au aareov�o xPoes
vEauir oacuuENrs, v�nus, saEcs
AND OPERATON AND 4AIN1ENnNCE
MANUALS.
NPDESo SWP3 POSTING BOX
SILT FENCE
� x �
TOPSOIL S10CKPILE � x
1
x O * x
TYPICAL
eTYPICAL TOPSOIL STOCKPILE
C803
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LA20700037
s1nrE oF
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DAIE: 00/00/00
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Schneider
6fOMATICS
a division o/
ma s�n�a�ee. co po.a��o�
Historic Fort Harrison
8901 Otis Avenue
Indionopolis, IN 46 216-7 03 7
Te I e p h on e: 317.826 J 100
www. sch n eidercorp. com
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DFiE FROJECI NOe
03/O6/2020 10829.002
ounwry er: aec�o er�
CAJ MRK
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SPORMWATER POLLUTION
PREVENTION DETAIIS
oaawus i� �.
.,� _ \ � � o a�o,-�ao. s�P o�..�sa.�
SHEET NV:
����
BEEHIVE INLET GRATE
4ATH OVERFLOW CUT—OUT
8 ZIP 71E5
AND HOLD-�OWN PA�S
BEEHIVE INLET GRAIE
8 ZIP TIES
AND HOLD-�OWN PA�S
NOiE.
iRIMAIING LONER LIM85 PRiOR i0 CONSiRUCTON MAY iMPRO�E SURNVAL RAiE.
CONSOLi AN ARBORIST PRIOR i0 PERFORMING WYMK.
�RIP 11NE �RIP IINE