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LEGEND:
slEewalk Q pzmp
valk ExCanslon]olnl(N�.1 � ceteRaUl¢ Warnln9 Sutlace
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
r
City of Carmel
�un��\i lo•rvalM��'
DATE: 07�� 3�20
nNisx caao[
VFRIES
—ropsoa
_�ON�IAURBE� SOIL
—be IN�Oi SiONE
NON WOVEN FlLTER FABRIC
PERPoRAiED DOUBIE WPLL HDPE PIPf
AASHiO M25P
(SEE PWJS fOR SIZE)
PERFORATED UNDERDRAIN (SSD)
NOT Ta S�FIELD INSTALLATION
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
i0P OF CURB
3'I
PPVEMENi SURfqCE �
` COMPACiE� AGGREGAIE PFR WRB �EfAIL
CURB END TRANSRION
NOT i0 SCALE
2 MIN.
OVERWJJC
a
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/ 3/4" HOLE CAS�
B ��Z' A4 REBAR
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
IS)
CONCRETE PARKING BUMPER
NOi TO SCALE 4� MIN.
(BELOW iNE BPRREL)
i/z o.o.
3' NIN. (6ELOW THE BELQ
a� �ow voio snNo
OR OiHER NON-COMPRESSIBLE
RNE LOW V010 MAIERIAL
APPROVED BY CiTY ENCMEER
'B" BORROW
BWE �
WHRE RERECIIVE
FACE MAIERIAL qCCESSIBIE
PARKING
BO GA. � qCCE551BLE \�
AWM. _� �
� cHaNNa aosr '
(zp/a) Y—a' �ouc = �
• POSi i0 BE U
PflE-PNME� " �a
GALVANIZE� SIEEL 4" 4" '
SLOPED I I
CONCRETE
RIGID PIPE BEDDING DETAIL (STORM)
GREATER THAN 5' FROM EDGE OF PAVEMENT
NOi i0 SCPLE CONCREfE PIPE AND CMP
ACCESSIBIE PARKING SPACES SHALL BE
IDEMIFlE� BY A SICN SHOWING iHE
INiERNAlI0NP1 SYIABOL OF ACCESSIBWIY
coua�nec wirH nHsi a,ze-e. sicNs swnu
NOi BE OBSCURE� BY A VEHi0.E PARKED iN
iHE SPACE.
HNSI 428.5 RNISH PN� CONiRAST iHE
CHHRhCiERS, SYMBOLS, ANO BACI(GROUND OF
SIGN SHALL BE EGGSHELL, MAIIE, OR OiHER
NON-G14RE FlNISH. CHPRACiFAS ANO SYMBOLS
SHALL CONiRASi WIiH iHEIR BACNGROUN�,
WIIH EItHER LIGHt CH4RACiERS ON A UARK
BACKGROUNp OR DARK CHPRACIERS ON A
W LIGM BACKGROUN�.
m SPACES COIAPLYING WRH 4.12(5)(B) SHALL
� w,vE ary noomor+u sicx Vnu-ncccssie�c'
� MouNnn aaaw 1HE srueo� or
� AWESSIBILIIY
FINISHE� GRPOE
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�
PVC CAP INSTALLE� FWSH
WITH FINISHE� GRADE
IN UNPAVED lANDSCAPE AREAS
` BACKRLL WITH SELECT
EXCAVATED MATERIAL
roR uNPnvEo nREas
EX�ENSION SAME SIZE
AS SEWER UP
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
�
� �3 � � w
_ — — �
— �� � � _
5'-4° BEIWEEN � �
CONiROL JOINiS
IB'-a" BEIWEEN EXPANSION JOINiS (MA%J
J�� I ���
�
VARIES
d° i0P SOIL MIN. —SEE SIiE PIAN—I 4' i0P SOIL A11N.
�* 4' 4�04 P51 2B �AY CONCREfE
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' PREFORAIE�
JOIM FlLLER
..q. � 00��2��o m
� 8.d3�NA%
%
14" aaEroreuEo
JOIM FlLLER
A.
B.3d9 IAA%
OEIECiHBLE WARNING SURfACf J p�pN -^g�
PEP PUNS
SiDEWAIX ���I (4 MIN.) I 0' i0 6'-0" I SIDEWALK
- BdJ�MA1,,. 833,�
�CipN R-A
PfR PNNS
� @' uim.) � s�oPe (s.aaz unx.)
� I � Pa`/EMENi
�" PREFORME� I
�oiNr ri��cR �cno�ue-a
ACCESSIBLE RAMP
WffH CONCREfE FLARES
BUILDING WALL
FYL'9i:ii4'PL"l�L'ili�
FlwsH cnnoc
6" OR 8' PVC
(SCHEUUIE 4a)
TO 6" DIAMEiER
� PLUC & SFAL FOR
FUiURE CONNECiION
OR CONiINUAiION
� Of MAIN.
--�F
III
--�F
DOWNSPOUT DRAIN (PVC)
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