HomeMy WebLinkAboutC1.3DrainagePlanRev1_06-25-21 N
N
AV "iL I
II / SD PIPE H AREA DRAIN RIM 4975.0
12" STORM DRAIN 12 INV THRU 4972.85
=I» I S-0.2% L-60 18 SUMP / J
E� SCALE
CURB INLET SO PIPE
0 15' 30' 60' TBC 4974.78 �� 12" STORM DRAIN
(�--- �\ I `� 12" INV OUT 4792.97 W/PETS
- •, I/ I II I�IIII IIII�VA
7 / v� 1"=30' vv INV OUT497P.75 i NV SOU W 4972.75 ,' ( 11 ll((v�1vv vv( ) 5
DRY WELL ROOF DRAIN (�\Ivv� 1v1vvv (
/ FH°FEe � RIM 4974.0 / 6" STORM DRAIN z >
\\ \ I 11\ \ 1\ \
N FN°nc I \ TEE O
5-0 H
.2% L=98'
I EDGE OF ROADWAY
n ED-OF
III
( 16"CORRUGATED METAL PIPE 1 I FINISHIf I
INVERT OUT ELEV 4977M' I FLOOR --�I I I \ I I I I I( 1 1\\ \1\ \ W
I NOTE: II -� /_ / 1 I\ I (� 1 I 1\\ �(� \ , \ $
I INSTALL PETS ON ALL STORM 1��-�-
i 3 �\ ELEV. �_� FINISH FLOOR v r�II
h II DRAIN PIPING THAT DAYLIGHTS I\(� __ f ELEV.4979.'0 SD\ WATERCOURSE \/ I
_ ,1
4978.E m \ of ELOPE I I
DRI SWAY EL I SETBACK
EXT'G 16"CVE 1 1\\ I / J 1J l { Z
CULRT 16'CORRUGATED METAL PIPE 3\ SD PIPE D 1 1 \1 I 1//�//// / /r A E
LE/ I INVERT IN EV=1971.12' % \ (7 m'' f 1 t 12" STORM DRAIN
SD PIPE C _ E -• III 1
E
II Y �°YPc 3 > \ 12" STORM DRAIN / S=L25% L=80' / EL
III ` i / _ I _ INV OUT 4972.75 / TOP DECEC I III III I I \
16"COR G TED =" --------------- \ III I I I i� NT
MET L IPE III < I 1 �� q
INVERT OUT - l ( F FE"cEV INV OUT 4972.75 AREA DRAIN l ,�)� I 11I (IIII (\ l c� 0 A
97.61' �- 'A' I
AR I
6 �� RIM a97zo
_ 12" INV THRU 4973.5 �
Exrc e' SD PIPE G SUMP
sWR MAIN 12" STORM DRAINF.
INV IN 4978.1ie.1 ----
Exrc e" INV OUT 4977.8 �- _ 79.b / F.F. , / 7
WATER MAIN : _ `� ' - - ELEV I -4958-/ /
5=0.90% L=34' _ �- � ---_ -. .. s � F.F. \I�1\1\ \�\\\ �I 1
1 -- FINISH V 1\I I \
MET L IPE f � E;_�s 1 - - -- ------���C 49 V = "� / 4979.0 \ 1 1�\III(� �I(11 DRAWN BY: CGB
16"coR c TED s SD PIPE F FLOOR / 1 I (\(�I (I I i
INVERT7sr II _-��? �� sue__ 12" STORM DRAIN ELEV. & ws i 1 VI�v vAv� v v v IvA�� \�� vvvv I j
_ ` INV IN 4977.25 4978.E REVIEWED BY: DAD
_ �� PP v vAv v V AA vv �vv� I I
_ - • "NT INV OUT 4977.0
J I \ \\\ \ \ \ I I
16" CMP CULVERT .4977
W/PETS - NII F.a I S=LO% L PROJECT ENGINEER:CGB
5=1.15% L=55't = s s �.I v\ „If I�
v 1 IL- _ �v DESIGNED BY:CGB
AREA DRAIN AREA DRAIN
INV IN 4978.20 "( I _
IIII 1 1 RIM 4977.00
INV OUT 4977.7E = I II11 � / -RIM INV OUT
a Illy I -. 12" INV OUT 4976.13 " �12' INV THRU I 4972.6
972 E m I /lSD PIPE B / I r
SIDEWALK ZO 12" STORM DRAINF. 18' SUMP 16" SUMP S=056% x
J / /
/
AREn
L /-
� COBBLE SWALE IIII •. 1 - � � �� \ � „aN \I 1 I I � I I III/ 11// 111 l / I � I/
EDGE of ROADWAY T Exrc / SEE WGM STORMWATER IIII / `t.(ui
PAVEMENT ROADSIDE ��8.1E I / /
DIicN DESIGN FOR DETAIL IIII 16' WIDE_ I I I lrU 11/ l' lE l I l
T 11 F.G. S DEWALK CHASE - s 1 2" CULVERT / / , 1 „, r,/ EDGE of
_ o IIII eo.o G.G. IN 4978.8 7805
8 V� W WS �� I IlI II smEAM
4975.85 "11 - -
11111 j 1 11 ( F.c.778.3 11NV OUTT�497 _ �� ELEV. TOP F11 /�lI l
I I I SDR INV OUT 4975.75 I /
II 1 J _ s AREA
� -- - " / FLOOR v ��r
I nll FG I _ s-o.3% L-a2 _ _ � "/
v ���-=�I/ 4980.15 / Ill ,ii I��r�ooreRlDCE r �J �I
16" CMP CULVERT ,� I g I, i F.c.79s V - - -` f / I �/ /1� ;111 I r cn
I I I I II F.c. 11 11 II I I ,I . /
W/FETSso.a�1 1 48" DIA. DRY WELL Ij /l II IIIIII I�I � 1 l
S=1.62% L=55't \ FINISH I I/ / (I�l ,1 I I I I V g�o " °cE
16 WIDE COBBLE SWALE 1 RIM 4975.4 I I I I I 1 I
INV IN 4980.60 II / FLOOR BR
II �
l•. F. _ V SEE•WGM STORMWATER 12 INV THRU 4973.10 '" I IIIII 11 I ( I /
c. --SIDEWALK CHASE
INV T 4979.70 lU '�: I /
OUT _ / - F.c.eo o ELEV. 1 L J 111( 1 1
eas G.G. IN 4979.4 - � DESIGN FOR DETAIL I SEE SHT 51.4
c 49r�s All l ii�ll x
s I �V V �2 4'W X 18"D v I��v-� I � Il ii I� II A� i. r/ nREA
V GRAVEL DRAINAGE v; FINISH v�� I``m 1 / I �l / /I/1 I I I(I
' 16' WIDE Pc.eos TRENCH OVER _ FLOOR F.F.ELEV.
WALK CHASE,
/= I SIDE CSE �� GEOTEXTILE FABRIC I \\
/ I LE,V I 4980.15 , _ s� I r /
DRIVE G.G. IN 4980.1 U V A 4979.5 I -C" (`� s /� I
WATERCO
SEFBACK URSE
ESD PIPE A _ II�l,//r
SIDEWALK I ; \\ /'- �-�: F.G.61.5 \ �� E��E �E FINISH FLOOR IlI Ip ill
yr+_x`. ESE 8" STORM DRAIN 4 /
- 5-2.0% L=98'
_� I ELEVATION
-- 4980.3 I I 11/�i11I ilil��Il 11 6RI°oE v
R aA
I,III��
I � - -
°�c � � x AREA DRAIN - - --
---RIM 4977.3
Exrc
ROADSIDE 12" INV OUT 4975.05
DITCN `�
I EDGE OF ROADWAY \ 18 SUMP y IIII I I!( I I I I I / (u"DER FENCE) / 1
i PAVEMENT -1 I / l I I I 1 1 I I I �I *I I$Q IIII AREA / aREA
I I I II'13�!ii$Iliij / / I
1 Ililll i
lil I I
FOP OF CURB M� N
BACK OF CURB C4
FLOW LINE 6" 18" 6' LANDSCAPED AREA
FLOWLINE INLET CASTING
C.O.B. STD OR
IFC❑ STYLE S (SOLID COVER) TRENCH APPROVED EQUAL /tV
GRATING WITH STYLE B FRAME 6"
EXPANSION JOINTS FLOWLINE SLOPE SEE GRADING PLAN (TYR) 24 z J h N
5/8" SMOOTH ROD �1 10
- _ ADJUSTING RINGS CENTERED IN OPENING 7P Iq F.I p
IFCO STYLE S (SOLID COVE[ AS REQUIRED
ACK
�- -�- COMPACTED f 0000
TRENCB FRAME OR TH APPROVED BIDEWAOLK _ �11�11�11- BASE ROCK 'n
lll �����
6" COMPACTED "-"'-"' '" BLOCK OUT FOR
BASE ROCK -ram PIPING. SEE
EQUAL). PROVIDE STEEL o ►a (�
SECTION B - N.T.S. w
CENTER SUPPORTS FOR CHASES COMPACTED ❑MPACTED GRADING PLAN FOR � Z O
WIDER THAN 16-INCHES PLAN VIEW - N.T.S. SUB-GRADE SUB-GRADE ACTUAL PIPE a
LOCATIONS a
IFC❑ STYLE S (SOLID COVER) NOTE: U
See Grading TRENCH GRATING WITH STYLE B 1. P.C.C. TO BE 4,000 PSI @ 28DAYS. CONCRETE TO SIDEWALK Plan for wict FRAME (OR APPROVED EQUAL) BE PLACED UPON APPROVED COMPACTED SUB GRADE
�5' �Nl
AND BASE ROCK. :6> 18' SUMPNOTES; 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' 00 L CGNCRETE SHALL BE M-4000 INTERVALS AND SHALL EXTEND A MINIMUM OF 50% -
I 2 COVERS MUST BOLT DOWN TO FRAME THROUGH THE CONCRETE,
COMPACTED- 4'�MIN. 3. SAWCUT AND REMOVE EXT'G CURB. MATCH GUTTER 6' BASE - SHEET
BASE COURSE LINE OF EXT'G CURB, TL9"2
SECTION A - N.T.S. \DETAIL COIIH.�OUSIING
DETAIL r-2 DETAIL CL CURB INLET CONCRETE SWALE o DRAINAGE PLAN
c13 CONCRETE SIDEWALK CHASE
c1.3
NTS NTS PROJECT:20-102
DATE:03-04-21