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AND INLET BOXES �-
NOT YET INSTALLED 71.18' 42" STR
HDPE @ 0.51 % 3-10
\ TOP=681.98
INV IN=675.80(STR 3-11)
-� INV IN=679.32
INV OUT=675.67(STR 3-9)
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TOP=683.55 ;,� INV IN=676.62 STR. 3-15
_ >NNV OUT 676.78(STR e INV OUT=676.43(S 3-11)
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/° a J\ TC O 684.13 6$4.04' 6 T ' 84.0 SIGN
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° a ° 684.26 1 HDPE @ 0.49%
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a a .� SW -L - 5.o5 685.30
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685.45 Y SW 68 $ .og
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SW 685.98
� 685.84 � �, 5 3 \ CL 184.44' 36»
\ A SIGN 686.16 685.0�-� 22 � �' -+/
/ , ; �6I6.2 SW a \\686.12 \ a HDPE @ 0.51
\ \ \ SW a- SW 686.15 TC
686.11 /W'. 686.46 STR / 68 �. �
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\\ 87.6o IGN CL, \ / 690.74
\ \ % 687.6i 686.6- EP x EP
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688.10 \ AS H / 686.92 HDPE @ 0.49% TC �° 6g2� ;.
\' CUR TOO EP g HDPE @ 0.50% EP 689.93--G�j �`OT� DI
2 � � 68 STR 688.07 CL EP TC � k �91-00 • TOP=691.78
B 0 ED EP �'`' _ 688.73 MISSING 6go.i1 6g1. 1
\ \ �orn(� 3 12 - - \ Tt, INV IN=678.29(STR
687.66 R� �- " 4,. EP CL STREET TC 6 P TOP=686.29 9 - 3
\ \- EP i� �� INV IN=682.63(STR 3-14) �. '� 689'�7 689.92 SIGN Ep 691.77 • 9\ x� INV OUT=678.15(DI)
\ a 688.32 INV OUT=682.58(STR 3-10) �J EP 691.26 8„ 9 O 6P2.o
"N EXISTING /0 689 47 EP / ® 9
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ASPHALT EP
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GENERAL NOTES;
f. THE DETECTABLE WARN r SHALL BE PROVDED BY TRWCATED DOZES.
]L CETECTAIE WARANC TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PTIMASTI
WITH " RESRTR/T NIEBRAL SURFACE OU EHON THE FULL WIDTH OF THE
RAIP FLOOR H7 2 FOOT N l9NOTH N THE OET� � �TYBIE
TRAVEL OTTER TYPES OF WOEWAL WRH THE
WAEeuNO MAv eE LLSEO wm+ nE wPRcvA� of THE a+ER TYPE A
A SLOPNO SOES OF CUIBI RNP MItY BE POURED MONOLRMCCALLY WITH
RAAP �
FLOOR OR SY U6NO PERMISSBLE CONISTId TMO JONT WRR REOUIED ems.
li. s RAID FLOOR IS PRECAST HOLES MJST BE FRONDED FOR DOM RAM $0
PREpT 18T�P PREOASTµ00MRETE SHLLL BE Q� PLACEMENT OFIN
,.+
0. �00 ILYETE9CD�4ER R�MIBPEFLOOk YID-DEPPIW OF a" PLACED P FLD R.�Y 'tl' "yam
6. T11RBNCLLDED / o AND CUTTER SLOPE TRANSITIONS ACACEHT TO CUB IMPS
AdIE R PAYMENT FOR CUB / CUB AND OUTTFR. TYPE 8
7. ANN Ithj ARE TO BE LODATED AB 91dRN ON T!E R�Yi8r A8 DEECTED PARALLEL
BY THE R THEY ARE TO EE FR0140EED AT NT6t�C W ER£YER
AN ADLESBLE ROUTE WITHIN THE RIBR OF WAY OE A UGHWAY FACILITY
OR NOW455"iS 4ENT. THEY�SE L SOD SI PEDESTRIAN �0".AD.
AS SHOWN ON PLANS OR AS DIRECTED BY THE E?gMER.MB7 SCUD NOT
BE BEfiNA VEFEG.E S LRES. E%RTECO LAGA
� STT�Fa AfOS.P IERFSLST�SMR PATH OVOMAIECTNO ALL
ACCE35181£ E OF A FACUTY THAT CAN BE APPROKtEO. ENTHEit
AND Trsm Err PEDES'TRIANG.
& RAPS WY KE PLACED ON RADIAL CR TANffMIAL SECTWNS FRONDED THAT xMN AT X .2" MMER THAN
TIE CURB OPENNO IS RAGED WITeII TIE LYTS of TTE CRl76SVNK ATWH -"rC- EDGE OF PAVEMLNT
THAT THE SLOPE AT THE MOETOM CTOF THE CUB OP9VNVO 15 AT *X . BARE AS TOP OF cm
PERPEIOpJLAR TO THE CUMI,
TL n ALKTt
Is +" *H jj RAIfEk OS[ OT TYPE C
t�oc mFOR CC
ov+�OFUL IP�Xv7 PARALLEL 4 PERPENDICULAR
*EN
MIM WDTH SMALL BE "M AM USED IN W�COF THE SHAM LOSE PPATHPATH.
t5" 24• TNA"TED DOZE
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O O O O O D D 1000 0 00
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BAD ;• : .---•�
-PAY NJRTS
TRUNCATE DOME DETECTABLEDETAARMING
CG-12 DETECTABLE WAFTING SLWACE
GENERAL NOTES 05
vxul-xA DEVAETTNERT OF TRRI5YDRTATR7R
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TEMPORARY OUTFALL STR 3-8
PIPE TO EXISTING MH TOP
/ SEDIMENT BASIN TOP=682.25
3-1 BE REMOVED
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\ \ INV OUT=681.76(STR 3-6) !`; 690.25 EP 78.90 18
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`Sp TOP=689.72 TOP=691.71
IN, INV IN=681.43
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INV OUT=678.41(DI)
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