Old Town Alley 5th Street to 7th Street NE I W- &4 j tj
OF CA
M
DION
OWNER LU
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571 -2400
LU
TOPOGRAPHIC SURVEY BY: Uj
CROSSROAD ENGINEERS, PC
3417 SHERMAN DRIVE
BEECH GROVE, INDIANA 46107
H NO A LE JAMES AINA AYO (317) 780-1555
(317) 780-6525 FAX
777-
......... ..... M, om,
W
x,
K
4 a
N
, OWN,
kA
na
7
te.
�00 OJECT LOCATION
_4
"o
irwila
K
5
6''
411 05
2101bill,
Mm vdN bObK CW1 lbels ym
+
14 N
mal
7th St NE
L11 PROJECT LOCATION
m
W
W 146th St E 146th St "IT'S THE LAW"
k"",77,
A Wll� Iff,
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544 or 811
k
-\qqvp
i k",
G
INK,
AM 101 A CALL TOLL FREE
INDEX OF DRAWINGS SHEET NO.
FM
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW
01 W 141st St tz
2" TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION
SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
31
100 Ni
1\111"'F I
iz.
TITLE SHEET & INDEX
A
Z" A
'd,
0
W"
200 1, � 0 0 100!
ON
ME
A
D W 136th St E 136th St
%
�)LUIIUN�S Ml�)UELLANLUUS DEIAILS
I Yl IUAL UKU�)�)
M,
Uj
WN a, xV 1,
"A
a -j 0
m I
6P J. M
A
ft
I I
v`
4 16%,111 W
4,
A
v
p,
300 pyp A
CONSTRUCTION DETAILS ILL,
N E 131st St
W 131st St Main St
�\�11\
Wb
J,
L
ROAD PLAN AND PROFILE
400 x od,
F�01
1kh"
IM000 4
,\01 00001\�\
Z `0
"11P,
0
E 126th St
E 126th St
"12102 VIP
F, #
01312' MIL,
EROSION CONTROL PLAN �,3 Of
1110
500 \1 Citv Comer Dr
%\11, r
W,� �ka Ilk \z
ni
k t Adam St
FM
VI
v
"ZI
CROSS—SECTIONS 600-607 " , il- CARMEL C,_
V _, A' b"
0 1 �-
I , I taC 122od St
C):
0F g
h\\ & PLANS PREPARED BY:
pq"" MM"
a 16
C2rmel Dr
\1
v
ul
6
DMONF7 ,
ag College Ave
S
d
R
X '11, LU
d
21%
MIM
4� 6F, �01!
W 116th St E 116th St
0
M
j
\ 't u
w k
j
ANNOMOR" _xmm A "Al
Fl�
00
4
0;
M,
Kv.
A%
u
S 0
K
'0"", 10L.\ S� L A' J.
I -v W 111th St
MRR,wx
CL)
nz AMI,
A
&g
A
Ah
1 9011 1 `o
N
A
420
CID
;�
g
A 3 A VT W 106th St
iv�
E 106th St
17T
P,
\001W
Nm
00 '3 z u.
j
j
j
#
A
7:1
H 103rd St
e ja
INDIANA DEPARTMENT OF TRANSPORTATION
=k 1.1
V
A-A"t
A
V
41
C
STANDARD SPECIFICATIONS DATED 2014, INDOT
0'\
N a
j
V!'-411,01
"441 100NUffis
%
N
0 6
J
SUPPLEMENTAL SPECIFICATIONS.
'g
W 96th St
I 43\11IO'.10 Transportation&
Development Consultants
"G\
E 96th St
3417 SHERW OR BEECH GRCNL IN 46107 (317)780-1555
wo, 16
tic�iip
110 o
mo"\�\\__
14
jN,%\R1%'*-
j VICINITY MAP
LO
N
,w
\�g,\\,� a \ a
7
a
mw
NO SCALE
#Nor
agggg-,
Oft AN,
ffi_0`11
n
0
j
&
1\wn\
o'k
15
2
4
`Yla �A
1110
o
'A
4'
-:A-
wo
is,
d
00
A 01::
E. N
10
4A
!zt
er "Al
'M
AS
q RF
11, :,"gr0ft
A
1 2 5
NT
"I MOP 0
I
A %ST k/
A --I W
�z
a ir
04
$ k
A.,
\\q 6
Q
k 40
Ji
'0"
g
A" 1�4
. .. ..........
5
th St
N
SE
kh 19700381
L ar
0,
6
j I ,% M K"",
I%
-A
0 STATE OF
N, Ift I A
LOCATION MAP /OPIAL
NO SCALE
4-18-14
CERTIFIED BY: DATE
L— UTILITIES C)
Note: Listed below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist. DESIGNED: WFH CHECKED: TEN
CITY OF CARMEL UTILITIES WATER ELECTRIC DRAWN: LIVIC CHECKED: WFH
760 THIRD AVE. SW CITY OF CARMEL WATER UTILITIES DUKE ENERGY
CARMEL, IN 46032 3450 W. 131ST ST. 100 SOUTH MILL CREEK ROAD
PHONE: (317) 571-2634 WESTFIELD, IN 46074 NOBLESVILLE, IN 46062
QJ FAX: (317) 571-2642 PHONE: (317) 733-2855 PHONE: (317) 776-5341
CONTACT: ED WOLFE FAX: (317) 733-2053 CONTACT: CINDY ROWLAND
CONTACT: STEVE COOK mi
0 GAS CABLE
cl�
Cl-
VECTREN ENERGY TELEPHONE BRIGHTHOUSE NETWORKS
P.O. BOX 1700 AT&T 3030 ROOSEVELT AVENUE 0
< NOBLESVILLE, IN 46061-1700 5858 N. COLLEGE AVE. INDIANAPOLIS, IN 46218
Ll APPROVED BY:
< PHONE: (317) 776-5534 INDIANAPOLIS, IN 46220 PHONE: (317) 339-9075
D FAX: (317) 776-5553 FAX: (317) 252-5134 CONTACT: JOE EVANS
a 0 9
LU CONTACT. BRIAN HARGER CONTACT. GREG CAMMACK BOARD OF PUBLIC WORKS AND SAFETY
ro
U FIRE DEPARTMENT
M LU 8
CD CARMEL FIRE DEPARTMENT
2 CIVIC SQUARE
7
Cn 00
E PHONE: (317) 571-2600
�u FAX: (317) 571-2615 6
�4 CONTACT: KEITH SMITH JAMES BRAINARD, MAYOR CHAIRMAN
> 1- 0
Z, P N 5
U
CD
r—' MARY ANNE BURKE — MEMBER 4
NOTE: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no
guarantees that the underground utilities comprise all such utilities in the area, either in—service or abandoned. The surveyor 3
further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does LORI WATSON — MEMBER
certify that they are located as accurately as possible from information available. The surveyor has not physically located the 2
cj�
Ck� LULLJ underground utilities. CITY 0 F CARIIAEL
PROJECT NO 13 06
OLD TOWN ALLEY 5th STREET NE TO 7th STREET NE
0 D M
pip",
02: u)
b < 7)
z -
LU
LU Lij
ry __
_j ) NO. DATE REVISIONS BY APPR.
L� C<
OLZ JtU)t
j A &ftw
. *e 'S
7W Sr, **J
CULVERT
BURIED
GEOTEXTILE PATH _w a
FABRIC ::D A \ - AA �v �� „ o c C)
yam - O
COMPACTED SEE STAKE DETAIL N
FILL 12"0 COIR LOG E 6
NOTE: SOCK (COIR LOG) TO BE AN APPROVED =
CURB • 5 ft. MAX. PRE-MANUFACTURED FILTER, AND SHALL MEET • '�z ° ~
1" REBAR FOR BAG OPENING v y�' F" w
REMOVAL FROM INLET y\ ��'\€ z STAKE REQUIREMENTS OF THE INDIANA STORM WATER
REBAR NOT INCLUDED v y , ,� 12"0 2"x2" HARDWOOD SPACING Q
(REBAR COIR LOG OR STEEL POST QUALITY MANUAL, LATEST EDITION.
U AL
STAKES SHALL BE FILTER TUBE/FILTER SOCK w
OPTIONAL OVERFLOW \ \ 5 STAKE X
DRIVEN THROUGH THE COIR LOG DETAIL z
FOAM SPACING CENTER OF THE SOCK,
AND SHALL BE FLUSH NOT TO SCALE
WITH THE TOP OF SOCK CHANNEL BOTTOM
sILTSACK® TRENCH DETAIL W z
DUMP LOOPS �°����"< � �_�'_�.-- E. � � � 1
(REBAR NOT INCLUDED) AAV �/ `��- A V �� � v ��`'� W
V \ \ \ �'
O� 18" MIN. �^
METAL PINS OR STAPLES TO WOOD OR METAL STAKES TO V J
WOOD, METAL OR SECURE THE POLYETHYLENE SECURE THE STRAW BALES
SYNTHETIC FRAME LINING TO THE STRAW BALES
PROVIDE CROSS (2 PER STRAW BALES) w
FiI,G,T BRACING WHEN �
ti
4 �� BURIED NECESSARY MATERIALS LORAP PRODUCTS MAY w Z w a
U Q
��� GEOTEXTILE ,< STAKE DETAIL 1w\
Q 7 •x � 1x X x`I BE USED TO PROVIDE
vVV FABRIC M
�kX W=10 FEET xl � L REQUIRE DESIGN
ULI
STRUCTURAL CONTAINMENT
ALTERNATIVE MATERIALS OR
A + w xI MODIFICATION.
U
POLYETHYLENE LINING (10 MIL);
THE STRAW BALES.\7- Av
SILTSACK INLET FILTER DETAIL �t
A 1 I A Z
NOT TO SCALE A INLET
NOTE: xM 0
SAND BAG INLET PROTECTION: THE FRAME SHALL BE WRAPPED WITH ONE k 1 �y I
A. Inspect the sandbag nlet protection periodically and after each storm event. i �� i x x - x x,3
B. Remove deposited sedimenpt when it preaches half the height of the sandbags at the CONTINUOUS PIECE OF GEOTEXTILE FABRIC �„ y W
lowest point. SECTION A-A AND A 2' OVERLAP SHALL BE PROVIDED.
C. Remove the sandbag inlet protection and sediment deposits after contributing drainage �- 3' MAX yI L=INSIDE LENGTH 0
PLAN VIEW W
area is stabilized. FRAME DETAIL
�
FABRIC DROP INLET PROTECTION DETAIL W-_INSIDE WIDTH
°
NOT TO SCALE Z CD
METAL PINS OR STAPLES
NOT TO SCALE o
POLYETHYLENE LINING (10 TO SECURE THE w J
METAL PINS OR MIL); THE LINING SHOULD POLYETHYLENE LINING TO
STAPLES TO FEXTEND OVER THE STRAW THE STRAW BALES
SECURE THE BALES. WOOD OR METAL STAKES TO Z
SLOPE CHECK POLYETHYLENE
SECURE THE STRAW BALES
LINING TO THE
(2 PER
36-INCH (MIN.) STRAW BALES STRAW BALIEB(ALTERNATE
HARDWOOD POST - �
MATERIALS OR PRODUCTS MAY
FILMPACTED r COMPACTED BE USED TO PROVIDE oho
SOIL MATERIAL STRUCTURAL CONTAINMENT.)
FLOW C,5 C) o
- - - STRAW BALES EtJTREtQCHED
GROUN MIN. t'NC1#E5 }NT0 'l4 SOIL z
LINE EXISTING
IS O o
Q
� o
8" X 4" TRENCH
4 REBAR GEOTEXTILE FABRIC LAID SECTION A-A
# 2 ANDOWN-SLOPE TO TRENCH OFF THE SECOND FENCE
NOT 10 SCALE
INSIDE THE END POST CONCRETE
A
JOINING FENCES OF THE FIRST FENCE NOT TO SCALE �7
t
3" 8"0 PVC _ ROTATE BOTH POSTS
SILT FENCE �- AT LEAST 180 DEGREES f °
POST IN A CLOCKWISE
f
`�-,POROUS ASPHALT AGGREGATE SECTION--�; DIRECTION TO CREATE
2'
3" ■ A TIGHT SEAL WITH THE
4" THICK FABRIC MATERIAL
CLASS 'A' 3^ #4 REBAR SOLID CAP '
�-
DRIVE BOTH POSTS
CONCRETE
�� � �; _ ABOUT 10 INCHES INTO �
THE GROUND AND BURY
FLAP ��'�, � ,�✓"r
A 3" NON-WOVEN 6" 6°
NON-WOVEN
PLAN VIEW 45' HDPE BEND 5 LFT OF 8"0 GEOTEXTILE NON
GN-WOVE SILT FENCE DETAIL ATTACHING TWO SILT FENCES
PERFORATED HDPE cn NOT TO SCALE 6" POOP SLAB
WITH SOLID CAP `i
SIDE SLOPE NON-WOVEN 8"0 HDPE PERFORATED UNDERDRAIN (CLASS 'A')
CL
FROM ALLEY GEOTEXTILE CL 6" COMPACTED
POROUS ASPHALT UNDERDRAIN DETAIL AGGREGATE #53
rk
3 5 LFT OF 8"0 SDR 35 PVC NOTES: NOT TO SCALE
1 1. CONTRACTOR TO EXCAVATE AND INSTALL AGGREGATE TO BOTTOM OF PROPOSED
4" 8"0 PVC UNDERDRAIN.
` A VA �� COMPACTED TO 95% >
(ANGLE TO BE CUT IN FIELD.) 6"0 STUBS WITH CAPS 2. A NON-WOVEN GEOTEXTILE, TYPICAL TO A US FABRICS 120 NW OR EQUAL, SHALL ` `�� `� y� `Av V� �� �� � - MODIFIED PROCTOR m
�\ BE PLACED ALONG ALL SIDES OF EXCAVATED POROUS ASPHALT SECTIONS.
EXISTING GRADE 3. INVERT ELEVATION OF UNDERDRAIN PIPE/TRENCH PER PLAN AND PROFILE, SHEET
® PROPERTY LINE 400 TYPICAL CONCRETE PAVEMENT SECTION 0
---- --- -- 4. HORIZONTAL ALIGNMENT OF UNDERDRAIN PIPE/TRENCH PER CONSTRUCTION NOT TO SCALE
DETAILS, SHEET 300.
12" NYLOPLAST DRAIN
BASIN WITH DOMED GRATE
SECTION A-A 6" PERVIOUS CONCRETE 4" POROUS ASPHALT
TYPICAL YARD DRAIN INSTALLATION
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS 6" WASHED 8
ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL 4" WASHED #8 #
NOT TO SCALE CONCRETE SLAB MUST BE DESIGNED TAKING INTO AGGREGATE
PVC END TREATMENT DETAIL CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC AGGREGATE
NOT TO SCALE LOADING, & OTHER APPLICABLE DESIGN FACTORS.
(1,2) INTEGRATED DUCTILE FACE OF EXISTING POWER POLES `\
SEE STRUCTURE DATA TABLE FOR IRON FRAME & GRATE TO 18" MIN v�
CASTING TYPE
MATCH BASIN O.D. WIDTH
GUIDELINE 1' 12' 2' � `, �� � vy �, � v A � 12" AGGREGATE #2 �� � y �, `� 12" AGGREGATE #2
0� b
3 PRECAST CONCRETE ADJUSTER 3' K 0.0% MPX y
5" MI �- RINGS 4" MIN. - 12" MAX. N
N
v, v
---- ------------------------- - \
2'-0" MAX.
MINIMUM
�� v V V
` 24" DIA. --� �
(3) VARIABLE INVERT PIPE BURIAL 2 v v
ECCENTRIC CONE SECTION HEIGHTS AVAILABLE DEPTH PER PIPE \
y (5) ADAPTER 8" MIN . . -
(ACCORDING TO MANUFACTURE ANGLES THICKNESS ALIGNMENT OF UNDERDRAIN AND
PLANS/TAKE OFF) RECOMMENDATION VARIABLE THICKNESS GUIDELINE TRENCH PER CONSTRUCTION DETAILS, SHEET v `X NON-WOVEN GEOTEXTILE v V' � \ NON-WOVEN GEOTEXTILE
U-360 300. INVERT ELEVATION OF UNDERDRAIN AND
NOTE: vy ., ACCORDING (3) VARIABLE TRENCH PER PLAN AND PROFILE, SHEET 400. A �-UNCOMPACTED NATIVE SUBGRADE \ � �UNCOMPACTED NATIVE SUBGRADE z
v 1' 0" o
BUTYL RUBBER BASE ,A \\ MANHOLE CONFORMS TO \ SUMP DEPTH
EXTERIOR BACKPLASTER ASTM C-478. JOINT ACCORDING TO TYPICAL POROUS PAVEMENT SECTION ALTERNATE PERVIOUS CONCRETE O POROUS ASPHALT PAVEMENT SECTION KO s Uj
MATERIAL Ya"fY6" MIN. JJ CONFORMS TO ASTM PLANS (6" MIN) NOT TO SCALE PAVEMENT SECTION NOT TO SCALE
THICKNESS FROM 2" I C-443.
NOT TO SCALE
BELOW TOP OF CONE v-� (4) WATERTIGHT JOINT
a
TO CASTING. v� (CORRUGATED HDPE SHOWN)
e DRAIN BASIN TABLE BENCHMARK INFORMATION
48" \ 5" MIN.
O-RING GASKET BETWEEN STR. NO. BASIN SIZE RIM EL. INV. EL. CASTING TYPE COMMENTS BM #1
ALL RISER AND CONE SECTIONS, HCBR 194
PLUS Y" EXTRUDABLE \. (4) VARIOUS TYPES OF INLET & NJ'IO IaSt DR-1 12" 836.93 6" INV. IN (N&S)=835.45 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) HAMILTON COUNTY GEODETIC CONTROL DISK IN THE NORTHWEST CORNER OF CONCRETE BRIDGE DECK OF BRIDGE
U') � OUTLET ADAPTERS AVAILABLE: �� 6" INV. OUT (W)=835.45
Z GASKET (KENT SEAL OR EQUAL) \� CARRYING RANGE LINE ROAD OVER LITTLE COOL CREEK.
a PRECAST CONCRETE 4"-12" FOR CORRUGATED HDPE (ADS THE BACKFILL MATERIAL SHALL BE 6" INV. IN (N&S)=835.22
a SECTIONS N-12, ADS SINGLE WALL, HANCOR CRUSHED STONE OR OTHER GRANULAR DR-2 12" 836.35 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) YEAR ESTABLISHED: 2009 - Y SECTION: SE24 - TCWNSH P: 18 NORTH - RANGE: 3 EAST - CIVIL TOWNSHIP: CLAY
o \ MATERIAL MEETING THE REQUIREMENTS OF 6" INV. OUT (E)=835.22
v DUAL WALL), SDR 35, SCH 40 DWV, ELEV. =811.76 NAVD 88
\ CLASS II MATERIAL AS DEFINED IN ASTM 6" INV. IN (N&S)=835.30
STEPS SHALL BE MADE FROM CORRUGATED & RIBBED PVC DR-3 12" 836.75 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S)
STEEL REINFORCING ROD D2321. BEDDING & BACKFILL FOR 6" INV. OUT (E)=835.30
SURFACE DRAINAGE INLETS SHALL BE DPIKE SET UPf1' IN E FACE OF PP# "48 907"
ENCAPSULATED IN A COPOLYMER 6" INV. IN (N&S)=835.14
a POLYPROPYLENE RESIN PLACED & COMPACTED UNIFORMLY IN DR-4 12" 836.30 6" INV. OUT (W)=835.14 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S)
w \ ACCORDANCE WITH ASTM D2321. 6" INV. IN (N&S)=834.99 ELEV.=839.73
3 NYLOPLAST 12 DRAIN BASIN- DETAIL DR-5 12" 836.25 6" INV. OUT (E)=834.99 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S)
0 , i \'"' MINIMUM Y2° PER NOT TO SCALE
6" INV. IN (N&S)=834.99
� 0 3" \ FOOT SLOPE DR-6 12" 836.25 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S)
NOTES: 6" INV. OUT (E)=834.99
LLJ E MIN. \� �� 1. GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, 6" INV. IN (N&S)=834.84 SANITARY STRUCTURE
r w `� __�' \� WITH THE EXCEPTION OF THE BRONZE GRATE. DR-7 12" 836.32 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) �e
\ 6" INV. OUT (W)=834.84 DATA TABLE
o Un � _ _ _ 2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
T \�, \ 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS 4" INV. IN (W)=FIELD VERIFY CONNECT EXISTING 4" PVC PIPE TO STRUCTURE. d
E U 6,. � ' -_v J.;� ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. DR-8 12" 835.46 6" INV. IN (N&S)=834.46 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) STIR. SS-1
a v \' ` 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR 6" INV. OUT (E)=834.46 INSTALL SANITARY MANHOLE WITH NEENAH CASTING R-1772
Q) u - CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. DR-9 12" 835.46 6" INV. IN (N&S)=834.46 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) SELF-SEALING LID OR APPROVED EQUAL, AND CONNECT TO
5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. 6" INV. OUT (W)=834.46 EXISTING SANITARY MAIN. LOCATION OF MANHOLE TO BE FIELD
MIN. A PART# GRATE OPTIONS 6" INV. IN (N&S)=833.45 VERIFIED, AND TO BE LOCATED AT EXISTING LATERAL KI�aMIMlhsi�j bA�l��lll� Q
DR-10 12" 834.93 6" INV. OUT W-833.45 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) CONNECTION. "IT'S THE LAW"
8" 2808AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN ( ) RIM EL.=836.20
_ #4 REBARS ® 6" OF 8 STONE 10" 2810AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 6" INV. IN (N&S)=832.84 * CALL 2 WORKING DAYS BEFORE YOU DIG
INV. IN (6"�S)=826.75
a 12" SPA. EACH WAY OR #2 STONE 12" 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN DR-11 12" 834.32 6" INV. OUT (E)=832.84 12"-DOMED PROVIDE PLUGS ON 6" STUBS (N&S) INV. OUT (8"�N)=826.75* 1-800-382-5544 Or 811
} K rn a0 co M cv O
15 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN * CALL TOLL FREE
6" INV. IN (W)=832.30 INVERT ELEVATIONS ARE ASSUMED. CONTRACTOR TO FIELD PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW z
Z w �24" 2818AG PEDESTRIAN STANDARD SOLID N A DOME DROP IN DR-12 12" 833.78 6" INV. OUT E -832.30 12"-DOMED PROVIDE PLUGS ON 6" STUBS (W) VERIFY ELEVATIONS PRIOR TO INSTALLATION. TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION
STANDARD SANITARY MANHOLE ( ) 200
2824AG PE DESTRIAN STANDARD SOLID N A DOME DROP IN SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
J NOT TO SCALE 2830AG PEDESTRIAN STANDARD SOLID N A DOME N A SHEET
o U_
O O O
O
+ + +
o
N 5 O
o� co
moo LA
Lu
® F
EDWIN T & JEAN E HARRISON TRUSTEES EDWIN T & JEAN E HARRISON TRUSTEES I MICHAEL & NICHOLAS M CORNE JTRS I MARIAN KAY MYERS TRUSTEE MARIAN KAY MYERS REVOCABLE TRUST I CLINTON & SHAWNA HUGHEY
521 1ST AVE NE, CARMEL, IN 46032 I 521 1ST AVE NE, CARMEL, IN 46032 531 1ST AVE NE, CARMEL, IN 46032 I 535 1ST AVE NE, CARMEL, IN 46032 541 1ST AVE NE, CARMEL, IN 46032
un
=�
Y
2 W Z
X INSTALL 9 LFT OF 8"0 SDR 35 PVC I W
W - ® 1.0% WITH PVC END TREATMENT I I I I > 7
- (SEE DETAIL-SHEET 200) L
a
START CONSTRUCTION U.S. INV.=835.04 I [ I Z
STA. 10+00 D.S. INV.=834.95 -- —
GRADE AREA TO DRAIN INSTALL 8"x8" TEE
��----------------------
1' FROM FACE
Lu
_______-__ I ---- STA. 10+62 I OF POWER POLE TO DR#2 N .. _ ROTEC DR#3 O CD
______ 1 I PRESERVE AND P T CD
J I --- -------------- --- EDGE OF PAVEMENT `° J
__.._
APPR EX PROP LINE• 836 - APPR EX PROP LINE
EXISTING FENCE ui
-- _
N
_
_. W
LL
A _ ��_.::. ,,.
BM#1
TALL 8X8 TEE (�
.. Lu
_ .. STA' 1 + LLJI
r
♦;
..
� I
K
>-
}
LINE A
�. N 00'09 24 W 741.44 �. � W W
\ \ �\\\
Y
\\\\ \\\\ \ \ \ \ \ \ U amp Ail\ \ \\\\ \\\\ \ \ \ \ \ \
.am... \ \ \ \ \ �.. w d
\\ \\ o\\ aO\\\ o\ \\\\ O\ \ \\\\ OO \\\� \ 7
Gn .. ...
_,..................
N
U a
n
I °
4 D.I. MAIN
N
rC Q
ui
_ -- --_ - -
_ ._. __
N
W
APPR. EX. PROP. LINE ui
APPR. EX. PROP. LINE - J
W DR#1 _
WATER VALVE, U
♦^
Z PRESERVE AND PROTECT PRESERVE AND PROTECT I Q
_ ADJUST TO GRADE EXISTING FENCE I INSTALL 7 LFT OF 8"0 SDR 35 PVC
® 1.0% WITH PVC END TREATMENT -
(SEE DETAIL-SHEET 200) EXISTING FENCE J
U.S. INV.=834.77
� D.S. INV.=834.70
GRADE AREA TO DRAIN I I W
J
YW
W w
ui
-� < N
x W
`' KYLE T & MICHELLE L RING KYLE T & MICHELLE L RING PAULA A HARRAWOOD PAULA A HARRAWOOD LINDA LEA & KENNETH E JACOBY, TE J ui Z J ° °
516 2ND AVE NE, CARMEL, IN 46032 I 516 2ND AVE NE, CARMEL, IN 46032 530 2ND AVE NE, CARMEL, IN 46032 I 530 2ND AVE NE, CARMEL, IN 46032 I 540 2ND AVE NE, CARMEL, IN 46032 I z° Q
R I
Z
O O O
O 0 0
+ + + �—
I I I I I O z°
cn
Cl
JENNIFER A VASILCHEK I KEVIN J & ROSALIE A LAVELLE I LEONARD A & K MAUDE VEIT I LEONARD A & K MAUDE VEIT I BRIAN & JEAN GARRIOTT I BRIAN & JEAN GARRIOTT
611 1ST AVE NE, CARMEL, IN 46032 I 621 1ST AVE NE, CARMEL, IN 46032 I 641 1ST AVE NE, CARMEL, IN 46032 I 641 1ST AVE NE, CARMEL, IN 46032 645 1ST AVE NE, CARMEL, IN 46032 645 1ST AVE NE, CARMEL, IN 46032
_
SIR. SS-1 �
TO BE LOCATED AT
L j - EXISTING CONNECTION CONNECT TO EXISTING 4"0 DRAIN PIPE
DR#5 I { „ I OF 6" LATERAL. FIELD DR 8
! S t
O N INVESTIGATE TO #
m
APPR. EX. PROP. LINE
N - O 'A
_ _ CONFIRM LOCATION. . . _ � ,.
-- -- _ _ _ -
_ __ _ APPR. EX PROP LINE ----
__
Q .. : +rte a.--__—�. _ —_��.�rT�+. _>=_
r
ui
.a.: .� .... _.... ..._ .e_..T._ ::: i i ___———
W
W
...
K �-
W
3
STA.
13+00 - �. _. a IG
(�
n 2
51, IN
2 WL
LO
N Q'09 4 W 741.44 ,, _ __ r CD
+ ...o .. <
Ov 00001 000K 110016 MMIN 1104 CN \ v
\. :. .. ..... ............ n A
\ v
4 D.I. MAIN
__ � y �c
v � _... _.._._ ,. a >, _..............._......._. _. v _...
o� vv� v v y
vv ovv �v v
� ovv �y ovv �� .ovv.ovv v � v v
o �yv �� ovv ovv v v v
_ . v �o ovv �� �o v � v v v
vyvovv � �vvy . �v � v a
STA. 13+25 v,
C+D ---- - ----- ----- __ _ I STA. 15+50
----
------ — ---------- --------
W ---- ---- - �� %l _\\_lllllll___1 _� _ _ � __ � � G 83 -- ___-------- -_J Z N _ N r� - - - --- -
------- -- --DR#4 APPR. EX. PROP. LINE DR#6 PRESERVE AND PROTECT I DR#7 APPR. EX. PROP. LINE I J
EXISTING FENCE I I _ m
PRESERVE AND PROTECT I I I I I U
EXISTING FENCE I PRESERVE AND PROTECT I Q
CONCRETE APRON.
MATCH EXISTING GRADE.
I I I I
I I I I
LINDA LEA & KENNETH E JACOBY, TE
620 2ND AVE RNED CARMEL, IN 46032 I 630 2ND AVE"NE,HCARMEL, IN 46032 ( 640 2ND AVE NE, CARMEL, IN 46032 6032 I 650 2ND BRENDA
AVE NE,CCARMEL,SIN 46032 I 660 2ND AVE NE, CARMEL INN 46032
540 2ND AVE NE, CARMEL, IN 46032
O O
CD CD
++ + EXISTING' LEGEND
co ti
POWERPOLE "' �� = CONTOURS
NORTH RIGHT-OF-WAY
10 0 10 20 POWERPOLE W/LIGHT �����������-����������� ADJOINEOR LINE
` I EX. STORM SQ. INLET
SAMUEL T & FRANCES Z THOMPSON RIM=832.50 EX. STORM CURB INLET LIGHT POLE PAVEMENT LINE
BRIAN & JEAN GARRIOTT ANTHONY L MURRAY SAMUEL T & FRANCES Z THOMPSON INV. E=829.44 RIM=832.54 ELECTRIC BOX - - PRIVACY FENCE
645 1ST AVE NE, CARMEL, IN 46032 651 1ST AVE NE, CARMEL, IN 46032 I 669 1ST AVE NE, CARMEL, IN 46032 3
INV. N=829.40 ; INV. S=829.53 „ SCALE: 1 = 10 GUIDE WIRE -> ' - CHAINLINK FENCE
665 1ST AVE NE, CARMEL, IN 46032 I PRESERVE AND PROTECT " IN V. N=829.28 z
o
CONCRETE APRON.
STIR. N0. 1 a I WATER VALVE - DITCH
MECHANICALLY CORE ;> ER w
I
PROPOSED LEGEND
1' FROM FACE AND CONNECT 6"0 OUT - - - TELEPHONE LINE
Ckf
UNDERDRAIN. x
CLEAN
_OF POWER POLE TO w
__..... AS LINE
--� U SIGN WATER LINE
EDGE OF PAVEMENT 8" INV. (E)=831.42 ` EX. SANI MH
-, RIM-832.86
REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT STORM ROUND INLET CABLE TV LINE
LO
O
W
DR#10 i I DR#12
INV. S=825.86 LET NE
i 1
': = AND
�Y• I _� ..: J:
--------- .APPR. EX. PROP. LINE
---- ------- ---------- ---,/ ;INV
Cn ___ ________ __ \` = REMOVE DISPOSE OF EXISTING GRAVEL TREE & BUSH -
ate...
------ ----- -_-_ ------ ----------- _ . J 1<
STORM CURB IN
N —~rs,�;}---- ----------------- E 822 91 ELECTRIC
Q _
_._ _ _r .
;,, _ =INV. W 822.91 2 OVERHEADLI
N . \ APPR '
\ �. EX. PROP. LINE e UTILITY LINE
\ --- \, 3 REMOVE AND DISPOSE OF
. ._... \.<: N t- i O �. m: EXISTING CONCRETE APPROACH
_
_f �.. �.,.. __...., . . \........R : ..a
n W ---_�.--- ao;! TEMP. BENCHMARK _. _.. SANITARY SEWER
W ---- --- - - -�. ._ ,_..�.-� ..... �
a 2 PL REMOVE AND DISPOSE OF EXISTING TREE
J � I �,. �� ,• ..� ,. � �� I. ® � W/MANHOLE
a (A rn.., \ € I _12" �\\ MONUMENT FOUND
.. I rn >- @.RCP..
K I 1 r� K ¢ ar I. CURB INLET
° o - °:` STA. 15+75 2 N n ric ' _. CONCRETE APRON APPROACH
EX STORM C T C STORM SEWER
r I ~�� LINE RIM=832.71
v N OO'09 24 W 741.44 1
�`° I /
I ��
W SQUARE INLET
v v > 6"
v v y v PCCP SLAB ON W/
SQUARE y n
vv y��-wvvtiyv ovv y � -
-wvv��� � I N V
�-�yvv �vvmoovv��� y v v � v S 828.91
�wvvv�-,w .vvvvv�wv�y�yvv�-�yvv�ovv ,may v y v v v y � �'
+ � - v�.vvvvv�w�yvv�aw�wv�vv���w�--�w�-.w��yv��w�vvvw�-.�yv�wy�� v���y� : � v y � y � � � v
��yy I
vvyv yyy v�-vy-ovy vv� v yvy_.vv .__.
_ _ .
�. .._ ...... ... .. ......... _ _ . __._ .... ...... ....... _ 6 COMPACT
vvv a INV. E-827.66 ED AGGREGATE #53 ON ASPHALT BUILDING
o _.. I = BGRADE ( EE DETAIL-SHEET 20 )
" INV. W 827.69 COMPACTED SU S 0 0 GRAVEL 0 CONCRETE
- 4 D.I. MAIN
Tn
-co I
STA. 15+50 y _. _ ____ "--- -.�- J Gl GRAVEL DRIVE
w _ _ __ �_ �. __ I END CONSTRUCTION
N ------------- ------------,___, ______= ____- __I _ _ _=-- --- i STA. 17+41.42 ' 6" COMPACTED AGGREGATE #53 BASE ON
aW _ --=------------------------ _=__----------- --------------__- 1 _--`-�N '� ----- G �Y -----_ ------------------ ---- - - I COMPACTED SUBGRADE
------ -- __-�
. . PRESERVE AND W
o j .. ,....... J SAWCUT
�.�..
o a _ APPR. EX. PROP. LINE I J I° APPR E I PROTECT EXISTING Z
w @ X. PROP. LINE i u
w U PRESERVE AND PROTECT 1 = DR 11
z � � � ,, I # i STORM PIPE �� ¢ K POROUS ASPHALT PAVEMENT
" ° I EXISTING FENCE OR
o z Q I I WATER VALVE, �_ 0 4" POROUS ASPHALT PAVEMENT, ON
PRESERVE AND PROTECT\ n;
ADJUST TO GRADE 6" #8 WASHED AGGREGATE, ON 1�
E ° I I CONCRETE APRON. °; _ _ 1 w 12- #2 AGGREGATE, ON d
� � I }` NON-WOVEN GEOTEXTILE, ON UNCOMPACTED NATIVE
a z SUBGRADE (SEE DETAIL-SHEET 200) ' ("00
0 ° a } !
_ Q N SODDING, NURSERY
o
x KIIONIUYII�I�i bskm CAN bopo sym ft .
W "IT'S THE LAW"
YARD DRAINS CALL 2 WORKING DAYS BEFORE YOU DIG
a DAVID E & ERICA D LEAZENBY �' (SEE DETAIL-SHEET 200)
a RONALD KAY NEWLIN RONALD KAY NEWLIN DAVID E & ERICA D LEAZENBY 1-SOO-382-5544 Of 811
w w 660 2ND AVE NE, CARMEL, IN 46032 I 660 2ND AVE NE, CARMEL, IN 46032 664 2ND AVE NE, CARMEL, IN 46032 670 2ND AVE NE, CARMEL, IN 46032 CALL TOLL FREE
o � v�
w z w 18"0 PERFORATED UNDERDRAIN
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW ^ `� `n M N z
� J f- I I TO EXCAVATE WITHOUT NOT1F11NG THE UNDERGROUND LOCATION
D ii ------- CONSTRUCTION LIMITS SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 300
SHEET
°O °O °O °O O° °O °O CD °kr,
+ + + + + + + + ® - ~
30 0 30 60 a V
O � N C`7 It U-) Cfl I�
T— C:)
r— o =
SCALE: 1" = 30' s
3 I I I I I I I I I I I I I Loo
KEVIN J & ROSALIE A LAVELLE LEONARD A & K MAUDE VEIT LEONARD A & K MAUDE VEIT SAMUEL T & 1 H w
MICHAEL & MARIAN KAY MYERS TRUSTEE CLINTON & SHAWNA HUGHEY JENNIFER A VASILCHEK BRIAN & JEAN GARRIOTT BRIAN & JEAN GARRIOTT ANTHONY L MURRAY SAMUEL T & FRANCES Z THOMPSON
LL EDWIN T & EDWIN T & NICHOLAS M CORNE JTRS MARIAN KAY MYERS 541 1ST AVE NE 611 1ST AVE NE 621 1ST AVE NE 641 1ST AVE NE 641 1ST AVE NE 645 1ST AVE NE 645 1ST AVE NE 651 1ST AVE NE 665 1ST AVE NE FRANCES Z THOMPSON a, _
a JEAN E HARRISON TRUSTEES I JEAN E HARRISON TRUSTEES I I REVOCABLE TRUST I I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I CARMEL, IN 46032 I 669 1ST AVE NE 3 C N
= 521 1ST AVE NE 521 1ST AVE NE 531 1ST AVE NE CARMEL, IN 46032 CARMEL, IN 46032
CARMEL, IN 46032 CARMEL, IN 46032 CARMEL, IN 46032 535 1ST AVE NE L
CARMEL, IN 46032 I I I I I I I I I I w
X
W
z
W w
EX. STORM
DR#8 CURB INLET L.1.
DR#2 I I DR#3 k I I DR#5 I I ( I FD—R—#1-0 I DR#12 STIR. NO 1 EX. SANI MH
STIR. SS-1 >
N 00'09'24" W 741.44'
APPR. EX PROP. LINE°
I. a..
AP R- EX. PROP. LINE �;. ; LINE "A" 2" PL GAS ) EX. STORM
a
r_ ti
�. �.:.::.�.::.� _ :�� ..�:�, .... ....: :��.:.. .... �� _..... ...�......... " � CURB INLET w
'. Y
... w.,...., ,:4., ea _.
TBM
#1
�.
i ui
r���� >. u��o w+�xxa:. ���o..iao��� o�w ���a��-.. � oo �� �� ... i�
u��- u�� ���� �xa�a a� ���� .�a .�oo�w wrr ��a���w xTwvw o00 ��� : �� :���� .. .:, �1-1 2
....�...'.. .; . .. \ .w .a.... .����.... .y.�....www � .. �.. .'. ...w. ...�: ....w..;>..... .tire �.w ir....: rm
. . .. END CONSTRUCTION
$ Y
. ._.. '
STA. 17+41.42
START CONSTRUCTION
STA. 10+00 W APPR. EX. PROP. LINE pR#1 DR#4 4' D.I. WATER DR#7 APPR. EX. PROP. LINE " �} W
Z DR DR#9 DR#11 �� w
II
I I I I Q cn
w J
Jz z
I I I � _ � Q
KYLE T & MICHELLE L RING KYLE T & MICHELLE L RING PAULA A HARRAWOOD PAULA A HARRAWOOD LINDA LEA & LINDA LEA & JERRY D HERALD MONA HARROLD JOSEPH C & KAREN W TAFF RONALD KAY NEWLIN DAVID E & ERICA D LEAZENBY DAVID E & ERICA D LEAZENBY n Of N
516 2ND AVE NE KENNETH E JACOBY, TE 620 2ND AVE NE 630 2ND AVE NE 640 2ND AVE NE BRENDA CHAMNESS RONALD KAY NEWLIN ,�,
CARMEL, IN 46032 I CARMEL, 6032 ( CARMEL, 46032 I CARMEL, IN 46032 I KENNETH E JACOBY. TE I I I I I I I 660 2ND AVE NE I 664 2ND AVE NE I 670 2ND AVE NE
540 2ND AVE NE 540 2ND AVE NE CARMEL, IN 46032 CARMEL, IN 46032 CARMEL, IN 46032 650 2ND AVE NE 660 2ND AVE NE CARMEL, IN 46032 CARMEL, IN 46032
CARMEL, IN 46032
CARMEL, IN 46032 CARMEL, IN 46032 CARMEL, IN 46032 CARMEL, IN 46032 w Q Q
7
O 0
ao
0 0
J o
0 Z
d o
850 ALLEY HORZ. SCALE: 1"=30 VERT. SCALE: 1"=5 850
PVI STA. 10+71 PVI STA. 12+08 _ __: _
PVI STA. 14+87 PVI STA. 16+40 PVI STA. 16+70 PVI STA. 17+20
PVI EL. = 836.53 PVI EL. = 837.19 PVI EL. = 836.35 PVI EL = 835.05 PVI EL. = 834.75 PVI EL. = 833.25
VCL 0' VCL=O' VCL=O' VCL=O' VCL=O' VCL=O'
PVI STA. 15+10
PVI STA. 16+95
PVI EL. = 836.28 __ PVI EL. = 833.85
845 -
- = _
vcL o' 845
VCL 0'
t �
EL=838.03 ®
DRIVE APPROACH _ __ _ _ _ _ �►.►
840
r_
840
+ .82°
STIR. SS-1
EL 832 88
_ _ _ _ RIM=836.20 EX. CONC. APPROACH
115 !Z11 2.65% +0.48%
-0-30%,
_ _
_ _ STR. N0. 1 ,
o EX. RIM=832.50 a
0.95/o
835
— o°i
1.o a 835
J1 6_ O/ 2.40%
INV.=834.70 5 0
INV.=836.20
55 LFT OF 6"0 PERFORATED HDPE ® 2.73% 657 LFT OF 8"0 PERFORATED HOPE ® 0.50
830 i _ _
.. ...._. _____.__.____._.....' _
INV (E) 831 42 830
6"0 SANITARY LATERAL
APPROX. ELEVATION OF EX. 8"0 SANITARY MAIN EX. INV. E&W=829.40
_ ( )
825
_._.. _.. ___ _..______'.... ...._.. _.>...__.___.__—.__. ._.__._ _..__ _ ..... . __._ ...._ _ __..—_.. 825
INVERT ELEVATION TO EX. INV. (S)=825.86-'
_ BE FIELD
VERIFIED.
APPR. EL.=826.75 _ _
_ _ _ _ EX. INV. (E&W)-822.91
LO O L(1. f� : .Q1. _ri. M_.. __LA.. ..... : .LD._. Q1___. .1 _ �........ 10. 01 _.rl.. ....... .._
l0 O �D M Q1 LIl t\ ___M I\
CO O 00 ! Ln W lO O n _.00 Ol .ti O 00 rl O r.{ `O O cn ! m �' Q1 M ! 00 7 N l0 _.00 l0. .N I Ln _.M V' ! M t0 M I� .-i M ! 01 M ! l0 �.. 1� .--r _.. Ol .___ Ln _... N. ^ _._.. _.....
O ,� n 00 ! O� N t0 O ry N O I� C7 M Q1 i0 Ln O n t0 .-+ ! N ! N N O� M ! V' 00 j
00 ,� ^ Lri n cri ,6 t0 �O _ n n_ n _ ^ l0__ tD t0___ 1D__ SD__ �p _. SD _ _1.0 M M M Ln M �o r w in w tD __ t0 Ln _Lf] !_ Lf1 __Ln .__Ln sf �t ,..St r i M _ N ._N
820 oMO 000 00 + 00 00 00 00 M O6 M M M M M M M M M ! M M M M M M M m M c,.� M m M �,.� ! M �,.� M �,,� M Ln M M M M M M M Ln M M M M M M .. ......00 00 00 00 00 00 00 00 Oo ao ao o, ao ao 00 o, 00 Op ao 00 00 00 o0 00 0L0 oo 00 820
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
N
Z
O
N
S
w
o!
Ln
z
a
0
O
a
r
J
J
¢ 3
o �
� J 0
a� U
LL O
Z d'
M 0-
CD \�
N ¢ ¢
00
E a
111d 8�
M
0 '-y
QON
U d' O ® /
¢ p N ` /
.. .. bmwl�ai"s be10�W bellior�s ymft . . . . . . . . . .<
� � �
0
"IT'S THE LAW"
a CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544 or 811
O U) CALL TOLL FREE rn ^ N p
b ¢ R PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW Z
w Z w TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION
Lu
o o SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 400
SHEET
O
o O O O
o +
+ ® r
r— 04 oc ° O
r' ^ O
t^
L V
\ EDWIN T & JEAN E HARRISON TRUSTEES
EDWIN T & JEAN E HARRISON TRUSTEES MICHAEL & NICHOLAS M CORNE JTRS
521 1ST AVE NE, CARMEL, IN 46032 521 1ST AVE NE, CARMEL, IN 46032 MARIAN KAY MYERS TRUSTEE MARIAN KAY MYERS REVOCABLE TRUST I CLINTON & SHAWNA HUGHEY ( �, Q N N
Q 531 1ST AVE NE, CARMEL, IN 46032 535 1ST AVE NE, CARMEL, IN 46032 541 1ST AVE NE, CARMEL, IN 46032
Y
W
I >a
w
8"0 PVC 0 1.0% J Q" z
W Z
START CONSTRUCTION w
..............
STA. 10+00 _ D Z
EX. PROP. LINE w
- � C
C
0
Lu
_
C
W
C7
-
�.. APPR. EX. PROP
. LINE
�. —
Lli
T
BM#1
co
x
\
r \
- 1
1
i
r�
W
on
ao
W
rn
J.. ., ... LINE A
mamn us", an 09 2
4 W 1
1 74 .44
s
moo\ \ o
oo\
moo\ \ � � � � .`
\O\ O \ e ;
\\� \ x
a\\O \O\ o � � Ln
\\\\ .`ate\\\\
O\ O
\\ oY ,
O;
> �-
\\\\ \ \
\\\ \ \
_..:.._... a _.._ \\ a
7
\ x _ 80P
__.. .: ; ERFOR
ATED
IJFIDE
\ RDRAI
N ®
_ N
a
4
D.I. MAIN
x
M
O
-
_ ... ..... .._ -, -.
l .... .....-- ........._ ,..
APPR. EX. PROP. LINE
r,
Z 8"0 PVC ® 1.0% I C APPR. EX. PROP. LINE Z
cn
U
I I �� Q
�� 2
I oz
� I I I w w
Q Of
IU >
z Z
W Z W p
KYLE T & MICHELLE L RING KYLE T & MICHELLE L RING I ( < 2
PAULA A HARRAWOOD PAULA A HARRAWOOD J Z O J o a
516 2ND AVE NE, CARMEL, IN 46032 516 2ND AVE NE, CARMEL, IN 46032 I I LINDA LEA & KENNETH E JACOBY TE
530 2ND AVE NE, CARMEL, IN 46032 530 2ND AVE NE, CARMEL, IN 46032 540 2ND AVE NE, CARMEL, IN 46032
z�
I I I
O I I z
O
O O O
(� O O O
+
+ w
0 CD
0
I I
I I J o
O Z
JENNIFER A CARMEL, KEVIN J & ROSALIE A , IN 46E LEONARD A & K MAUDE VEIT LEONARD A & K MAUDE VEIT BRIAN & JEAN GARRIOTT I BRIAN & JEAN GARRIOTT
611 1ST AVE NE, CARMEL, IN 46032 I 621 1ST AVE NE, CARMEL, IN 46032 641 1ST AVE NE, CARMEL, IN 46032 641 1ST AVE NE, CARMEL, IN 46032 645 1ST AVE NE, CARMEL, IN 46032 645 1ST AVE NE, CARMEL, IN 46032
I I �.
f ,
W I ti
C
--
-- �, �... c t;
pp APPR. EX. PROP. LINE
%Q � �___ . _
_ _.
^ .APPR. EX. PROP. LINE ���
,. WLyJ
�/' i
,
.........N..,,r... ..:
;o _._ W
.:
i
W
n
.
L A
. E
v 00 09 24
v... v 741.44
o vv v
�o o
o v
A.
\\
\\\ O
y
A\\
o\
\ ��
ov �......... ...... 4 D.I. I _ ,..._ r::..
\v MAN _..... ,
vv
_ moov . v
v �_ v .
_
moov ��� v v v
Q _ � oov v v � � ..
oov oov v v v v � � _._ .
o
� vvvv �v v v � .....� <,...... _ .... .:.:�....
moov oo v �
moov v v v v a
moov ,avvvo �o �v v v v v_ � � _..
oov wv .�vv �vv v � � � � _
vo wv moov o00 v v v � � � :
o � moot' . r v v v
�-- » . v moor ..�wvv� .�wvvvo moo . v r
o � � o� .
_ 00\\\ 0
--�-- -°�._:-_�._� --�. �------ _ _.._. I 8 0 PERFORATED UNDER Af � � .ovvov �� � �� � v
— 3.c_ DR N �.0.57%' ,.. `� � .�ov� � .wvvyo wwvv � w
ti
a CL
W _. _ ✓ Q
_ _ _:
Z - 'T�
6
Xl 77
�. . .
`�--------------------- - - _ _ _ w
I � APPR. � < .
w ... . ...... ..... ........................ ..... ...... ........................ ._.. _... ,..._............_... .. . .._....U EX. PROP. LINE C C
Z
C APPR. EX. PROP. LINE J
I
I I
I
I I
JERRY D HERALD I MENA HARROLD I JOSEPH C & KAREN W TAFF BRENDA CHAMNESS RONALD KAY NEWLIN
LINDA LEA & KENNETH E JACOBY TE 620 2ND AVE NE, CARMEL, IN 46032 630 2ND AVE NE, CARMEL, IN 46032 640 2ND AVE NE, CARMEL, IN 46032 I I
540 2ND AVE NE, CARMEL, IN 46032 650 2ND AVE NE, CARMEL, IN 46032 660 2ND AVE NE, CARMEL, IN 46032
I I I I
O O
O O
+
CD +
EROSION CONTROL LEGEND EROSION CONTROL NOTES
I I
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE,
\ COUNTY, OR LOCAL OFFICIALS.
\ "\ NURSERY SODDING 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
I
FIELD BY THE INSPECTOR.
BRIAN & JEAN GARRIOTT ANTHONY L MURRAY SAMUEL T & FRANCES Z THOMPSON i 3. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS WITHIN
645 1ST AVE NE, CARMEL, IN 46032 651 1ST AVE NE, CARMEL, IN 46032 I SAMUEL T & FRANCES Z THOMPSON 669 1ST AVE NE, CARMEL, IN 46032 _ ��-_ EXISTING CONTOURS THE LIMITS OF THE PROPOSED ALLEY.
665 1ST AVE NE, CARMEL, IN 46032
� 4. CONSTRUCTION STAGING AREA (TO BE DETERMINED BY CONTRACTOR)
W aao PROPOSED CONTOURS
SHALL INCLUDE PORT-O-LETS, TRASH CONTAINERS, AND FUELING
i I — -- ------- - TANKS. CONTRACTOR SHALL NOT LOCATE STAGING AREA WITHIN
5 v,
O w
PROPOSED ALLEY.
SILT FENCE SLOPE CHECK A TRAINED INDIVIDUAL ST PERFORM AN INSPECTION ONCE A WEEK
_ I - w (NUTEC 3 NWS06 OR APPROVED EQUAL) AND R AFTERINEVERYAL) M' OR PMORER RAIN (EVENT.I A LOGE OF THE
W INSPECTION REPORTS MUST BE KEPT AND MADE AVAILABLE TO THE
APPR. EX. PROP. LINE C ��" C ----------------- CONSTRUCTION LIMITS TOWN INSPECTOR UPON REQUEST.
CID - ._.. - ------
_� _ _
A
Q , �:,•A , �.. � ,, _ ,.,� ,.: SILT SACK INLET PROTECTION
--- �_ ,
,... ,..<. ►_` 1: SEE
APPR. DETAIL-SHEET 200
� EX. PROP. LINE
.. �-�.._. \w .............. ..�_..... .•.�.. .a.,,l�.. • NORTH
W _
.. ...
Q ,. - ........
- x ,6.
B
a „ ............. ..: L. A
�� (�ECDETAIWASHEOETT200)A
o
r o "� 1 10
a ¢ o�p°
10 20
8 0 PERFORATED UNDERDRrtIN ® 0'.57%
v � � ,rte
LINE 3 �v N 000924 W 241.44 �v I DROP FABRIC INLET PROTECTION
+ yyo-� oov � �ovoo�-o� � �� v v v ov C
v� . woe-� �oo��oo��ov�oov�� v v v v . y
v-�ov �� v -oo�� �o� . o w v 1 -
� ov �� o�-�v�� v v /v �.. > v SEE DE
.... ��o v v v vo TAIL SHEET 200
N00 ��w �ov�-ova-�o \vim �o � moo � v v wv
w v_ _ . oov v
o __ ..-_ ..... <........ �... . .._....._ .... ov �oy ��ov wovo� ��. .....
A
tea, _.__ _
o yv���.,,. ��� -
� �.. . .. ..,, � .. _ , 4 �.. FILTER TUBE�COIR LOG SCALE: 1 - 10'
i
Q
:.. O EE DETAIL-SHEET 4 D.I. AIN n :� 1 S AIL-SHEET 200
„ �.�.... x ._.. _... 1
( ) EXISTING CONTOUR -
> I-- x UR INTERVAL - 1'
u, — ., �,
C/) � � _..-...
" `\ I END CONSTRUCTION PROPOSED CONTOUR INTERVAL = 1'
a W - - _
- -
x - -
:777N
a o Z _ _ - - '------------------------
z _Q a ADDITIONAL EROSION CONTR= APPR. EX. PROP. LINE a _ �� �_ e. a m� W -°
U - kl CONTROL
APPR. EX. PROP. LINE
Z MEASURES COUNTY OFFICIAL BY
o C
~ I I
Q Q .�
N O N
= O S L
G i
i
W
0) 0 N
K U) I 11 1
U-) 1
w 3
"IT'S THE LAW"
°
RONALD KAY NEWLIN ( RONALD KAY NEW IN I DAVID E & ERICA D LEAZENBY \ CALL z"KING DAYS BEFORE You DIG
w w 660 2ND AVE NE, CARMEL, IN 46032 660 2ND AVE NE, CARMEL, IN 46032 I DAVID E & ERICA D LEAZENBY 1-$
o � �
664 2ND AVE NE, CARMEL, IN 46032 670 2ND AVE NE, CARMEL, IN 46032 00-382-5544 Or 811
0ZLn
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW °O r-
CO `n ' N z
o o I I I CALL TOLL FREE
TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION
SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. G 0 0
SHEET J
35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40
.........
LLJ
Ld
-------------------- ............
...................
............... ............... --------
............
.......... .......... --------------------.............. ....... V)
..........
.............. ....................
................
t
..........
t
. I ..........
..........
.......... .......
........... ........... ............ ..........t
..............- :
............ .............. .............+ ........................ .................... ----------
........... ..................
............ ............. ...............................
.......... ............ I .............
LL-
L.0
............
............
............
. .. ..........-
..........
---------------
...............- -
------ .... ................ --------------------- - -- ------
�..8 4 G . .......... 4' ..................- .................- I ............ ......................
................-
It
9 -r OF 8"0 SDR-35 PVC @ 1.0%
LF
............ .............
..........-...........
t
0+62 ,
ui
10+62
JP.6. 836=78 cl�
�............
LLJ
cl-
------------------
--------------- ....... ...............
........... ----------- ........... .......... ........................ .................
.............. ........................
............ ...........
835
ui
ui
INV. 834.95
.0
INV 835 4
BOTTOM OF POROUS
SECTION 834.95
2.,�3 sf,
UJ
AC 7= 1Q.095f AF
VC 3.58 cy i VF 1.18 cy
............ ................ ................
............. .......... - --------------- t
............. ................... ......
..............t............ ............ ............ ............... ................. .............. .........
.............
Lo
............. . ........... ............... -----------------
w
....... ...... ...........
................................... .............. ................. ..........
..............
LLJ
............. .............
..............
t
cn
f
t
840
............. ............... ...........
............ + ................... .............................. -----------
8.40
. . ......... G+50
P.G. 837.12
0
10+50;
�o
8 5-
3
-- --- ---- -
................ ------------------ - -- ---------
........... ................. ...................... .............
........... ................ ....................... I.................
..........
8-3 5
0 BOTTOM OF POROUS i INV. 835.29:1
C)
SECTION 835.29
AC 6,03 sf AF 2.89 sf
VC 8.83 cy VF 2.01 cy,
4,
L
P.G. 837.82
t
10+25
10+25 ,
---
M-5
-4-
�835- LINV. 835.99
POROUS
835.99
m
t
:AC 13.04 sy AF 1.45 sy
VC 6.36 cy VF='0.36 cy'
4
--4
P.G. 838.0
840-
--7--7 77� I G+ 15
10+ 15z
------------
835, BOTTOM OF POROUS
SECTION 836.20
INV. 836.20
t
A AF �0.52 sf
C= 21 30 Sf
V)
VF 0.14 cy
VC 5.42 cy
t
V)
---------------
t
............
Q
y
---
b 840
------ ------------------
-------
cl�
10+00
10+00
--------------4i
x
<
u
.............
t
LLJ
AC 0.00 sf, AF=,Q.OQ sf ,
(D
vr o.00 cy
VC 0.00 cy
a) 0)
CD
u') m
t
(D CD -----------
> ------- ------------------
< ui
V) o
x
a LWA
il
ZOUS
3:4:915
)F POROU
N 835.2
!Yk
T;)M OF POROUS
ION 835 99
;BOF POROUS'
OM 0
SECTION 836.20
<
C14 C)
>- Cr (7) 00 fl-
Lu Lu
0 --7 u)
60 65 70 b 2: Lu 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 1% 5
uj SHEET 600
L-u
u-
75 7 0 6 5 6 1 0 55 50 4:5 40 35 30 2 5 20 15 10 5 0 5 10 1 5� 20 25 30 35 40 45 50 55 60 65 0 5 7 CD
8,40 DR#2 . ........1+5& .35 RIM EL.=836 P. 836.95 �z
-------- ---------- -835 LLJ
INV. 835.22 FOTTOM OF POROUS tINV. 834.26 Lu
ui
AC 24.26:sf AF 0.04 sf..... ......... . ........ .... ................... ....... .... ............6.63 cy ......VF 0.04 cy U) U)
ujLLJ
CL
<
Lu
w
�84.0 Lu........... .... .......P.G. 836.911 U)84-0 11+50 ---------- - --- ---- -- 1+50 835, , ..... ..... .... ....... .... ...... 8
[7STETOMO OFPORO 35 >
835. TNV 834.30 w AC- 20.50,sf AF-0.22 st <VC 16.91 cy VF= 0.57 cy LLJ
<
............ ....... ................ ...... .......... �0-
................ AK AW 8 40 ....... ...... .... f....... ......11+25 840 P.G. 836.79 ............-------------------------- I+2 835 T� -7..... ... ...... ......... ...... ............... .........IIBOTTOM OF PO�OJUS I NV. 834.42 34 9 SECTION 8 AC 6 sf AF 1.02 sf 1 .03 VC ICL
I 3 9 7 cy VF 1.22 cy ...... .... .... ......840 .... ......1 1+00 8364671 0 0
1 8�3 - --------IB07 F POROUS I V TOM 0 S ECTION 834.84 !AC 14.14 sf �F I.G?sf!I 99 VF VLI CY 1.42 cy .......... .......... LLJ
........ ................ ....U-)<b Lij 0 840-35 PVC @ 1.0%7 LFT OF 8110 SDR x< 0 0+75 8395 ---Li ------ ---------C) +7 5 35-BOTTOM OF PORO --'�:INV- 834.68 E cD US NV. 834.77 SEC7ION 834,72 U)ru(D 0 p 8 30-L& 'LL't CD AC 1j.91 sf AF 1.45 sf Lu Ln VC 5.78 cy VF 0.93 cy 83.0<rl Lu Lu 0 T --T-7---T
/,r-EG OM OF PO
7EC7ION 134 68 S'�2
b <Lij L, 75 65 660 70 55 1% 45 40 35 30 25< 20 15 10 -0 5 10 15 20 25 30 40 45 50 55 6 0 65 70 75 SHEET 601
15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0�&
75 70 65 60 55 50 45 40 35 30 25 20
CD
................ 840
.......... ........... .......... .......... ............
...........
...........
840
P.G. 837.03
DR#3-
RIM EL.=836.75 1.2+62
12+6 2
ui
------ ----
83 S
........... ........ .......
............ .............. ............ ------
.......... ...........
..........
...........
........... . .......
ui
BOTTOM OF POROUS
SECTION 835.20 UJ
833.74
000
0.00 sf
AC 24.14 sf AF
VF 0 00
cy:
VC 10.83
...................... U)
........... ................
Ld
LLJ
CL
.840,
............ ............. ...................---- 7
8,40
Lu
2+50 ui
12+50
T
UJ
835
.......... --------- .............
............. .............
835 ............
POROUS
U)835.23 INV. 833.80
U)
AC= 24.59 sf AF=0.00 sf
VC= 23.25 cy VF= 0.00 cy,
............
uj
c D
LLJ
<
.......... ......... ...... ...........
............
840,
..................
840 ..........
P.G. 837.14 m
2+2 5
0
C)
12+ 5 -----
............
............ .......... ............. ........... ................ ..................
............. .... .... ...........
.......... ..........
835
POROUS
835.31
INV. 833.92
AC 25.63 sf AF 0.00 sf
VC 14.41 CY VF .00 y
0 c ............ ------------ ...........
............
.........................
.................................. .....................
.............. ...........
.......... .......... ............. .........
L
...........
............. ................... ---------- ...........
................ ..............
..............
............... .......... ............ ......... ----------------
..........
.......... 840
..........
----------------- .......... ..........
8 4 0 ............. .......... ......................... ..........
P.G. 837.18
DR#1
RIM EL.=836.9�
2+10
12+ 10 -----------
........... .........
............. .................
835
4 ...........
INV. 835.45
B
O'TTOM OF POROUS
S CTION 835.35
E INV. 834.00
AC 26.23 sf AF 0.00 sf
VC 9.48 cy VF 0.0.0 cy
-1 11- 1 - I--tl I � .--.- --- I I--�I ..........
4 ................. ---------
............
. . ............... ...........- - ---- ...... ...............
............. ........... ---------- ....................... ...........
...........
.............
..........
840
..........
.......... ---I i - ,- -- --
..........
.............. .............. ..........
.......... ........................ .............
......... .....
84 0 ........... ..................
.............
P.G. 83 .15
12+00
12+00
C>
...........
...........
......................
.............. ........ .......................
............. ..............
BOTTOM OF POROUS
...................
83 5 ....................... ........... ........... ............ ...............
SECTION 835.32
I N 834.05
V.
24.96 sf AF 00
48'cy
0.01 cy
0. sf,
�AC
.............. ........... ....................... ....................... .......
VC U)
<
.............. ........... ----------
...............
0
<
x
u ..................... ............ ....................... ..........
(D' ............ ..........
840 .......... ............. ............
LLJ
5
1+'7
< 11+75
0)Ln
-c�u
........... 835
> c1l
............
................. ............ . ........... ............
< LLJ
8.35 ........
V) c)
0� X INV. 834.17
BOTTOM OF POROU
S
SECTION 835.20
LWA
)F POROUS
N 835.35
sf AF 0.03 sf:
AC 23.59
C3
m 00 r- (o u') -d- n C
y
VC 15.06 cy VF 0.02 c
LLJ
Lu
c
60 65 70 75
Lr) I
< 7) 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55
Lu Z Lu SHEET 602
Lu
u-
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _4 3
CD
0.c.,
C
a
840 w I Lu
........... ..........
....... .......... ; , - I _1___ ��I I., I——�� - - -, I - �.I - -_ -, , - I I ............. _840_ Ld
.............
DR#5
DR#6
V)
RIM EL.=836.25
RIM EL.=836.25
P.G. 836.72
13+65:: 1.3+65
Lu
............. ........... ............ ............. ................... ........ .............
........... .......... .......... 35
............. ..................... ................ 8
835
............
INV. 834.99
INV. 834.99
ui
IBOTTOM OF POROUS L4
-INV. 833.22
83 W
SECTION 4.89
AC 20.62 sf AF 0.40 sf
VC 10.79 cy yr 0.14 cy
............ ........... ...........
............ ............. ...........
.......... .................. .............. ...........
U)
ui
................
............ ............ ........ .......... ........... .......... ........ .............
.......... ..........
.............
ui
ui
UJ
840 ............
........... ............ .......... 84G
..............
U)
E6)
13+50 13+50
------ Cf)
.......... .......... ........... .......... .......... ............. .......... >
----------------------i
835
835
ui uj
f
[E-OTTOM OF POROUS
SECTIO.
-INV. 833.30
or <
AC 18.23 sf AF 0.09 sf
VC 17.44 cy VF 0.22 cy
........... .............
.......... ........... ........
...................... ..........
�o
CD
........... ............ ..........
............ ... .................. .............. ........... ............. ................ ...........
0
.................... .............
................. ......................... ...........
840 ........... .........
P.G. 836.84
13+25
1.3+2 5
---- --
1 B3 5 ....................
........... ............. ............... ................
................................ ............. .................--_--------- ------- .................
POROUS
PMOM OF
............
SECTION 835.01
'A
I N V. 833.42
...........
A,C 19.44 sf AF 0.39 sf
VC d
33'cy 1 VF 0.09 cy
......................... ................. ......................................... ... ............ ............. ................... ........................ ............ ................. .......------......... .............
CL
............. .......... ....... ............................. .............. ......................... .......... ...........
................ -------------- .......... ...........
.................. .........
m
........... .......................... .............
840
..... ....... .......... ......................... ................... .............
DR#
4
RIM E .=836.30
1P.G. 836.8
L
13+ 13 1.3+13
............... ............ ............ ............. ............... .........
835 ..................
BOTTOM OF POROUS
SECTION 83
INV. 835.14
INV. 833.48
i AC 27.05 sf AF 0.00 sf
..........
VC 12 20' VF 0.00 cy�
............ ...... ..........
............... ............. ............ ...........
.......... .......... ....................... ----------- ................ ............
840._
............... .............. ........... ........... ............ ....... ..................... .............................................. ------------
........... .840
P.G. 836.91
13+001
13+00
Co
835
.............. ............. .................. ................................ ...................................
.....................------------ ................. .......... .......... .................... ........... ...... 8.35................
...........
............. ........ ui
...........
BOTTOM OF POR[O
5YUS
08
SECTION 835.08
INV. 833.55
AC 23.64 f
s AF O.W sf
VC 2f.38 cy VF 0.00 cy:
.................. ........... ............... .......... ...............
................. ...........------------------- ...........
............... .............
ul
<
..........
............... ............... ........... ........... .............
.............
........................ --------------- ------------------ ............. ...........
0
0
...... ............ .........
840._
CYru ..................
LLJ
P.G. 836.99
< 12+75
112+75
CL) 0 c D
r 0
u') r q
..........
... ........... -----------.........
> 835< LIJ
U-) C:)
x BOTTOM OF POROUSI
LWA
0
__Lc
=F 0
Po
':!N 8%.UQ�l
�C
SECTION 835.16
INV. 833.67
<
sf
cj� AC= 22.54 sf AF 0.00
LLI VC= 11.24�y VF 0.00 Cy C
C.
0 Ln m 00 r- co u r)
LIJ
b < 7 5 70 6 5 60 5 5 5 0 45 4 0 35 30 25 20 15 10 5 0 5 10 1 5 20 2 5 30 3 5 40 45 5 0 5 5 6 0 65 7 0 75
Lu Z Lu
Lli
;�� SHEET 603
75 79 65 60 55 50 45 40 35 t2
30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
CD
840
.... . ............. . ............
.......... ............. ........... - ........
840
14+75:� r
4+75
-------------
--------------------
835 . ........... uj
.......... ............ ............... ....... ...........
............ ............
..........
... ......... ------
BOTTOM OF PORO,
SECTION - 8
w
LL.
Lu
-INV. 832.67
..........
AC 25.41
sf AF 0.00 sf
............. . ........... ......... ........
.............. ......... .......
VC 25.38 ty .00 cy, ........
U)
w LLJ
LLJ
CL
.......... ............. . .........
...........
.............. .............
ui
w
8 4 0,
LLJ... ..............
........ .......840
P.G. 836.46 3::
14+50
4+50
- -------------
-------------
835
.... ...... ....... c/)
835
Lu
OF POROUS:
C-D
ON 834.63
cn m
INV. 832.80
AC 29.41 sf
AF 0.00 sf
b.00 cy-
CY
........... ......
_VC 27.76
C
�0_
...........
.............
...........
C)
0
1 840
4
..........
..........
...........
P.G. 836.54
14+25
�4+25
-4 1
-----------
f,
4 ... ........
8�3 5
.............
..........
............... 83.5
r0_MON V.
OF P 0 R
SECTI :83!4!:!.U7Sl
I N -832.92
0 00 sf
AF
kC 3�55 sf
9.76 cy VF o.obcy'
VC
..........
.............
............ ..........
............ ............
..........
.......... .......... ..........
........... ............. ..........
........ ......... ......... ............ .. ............
.............
_840
..........
........... ------
DR#7
RIM EL.=836.32
836.571
............. 840
14+ 16 i
4
+16
4
835 ...
..........
......... ......
835
BOTTOM OF POROUS INV. 8'34.84
SECTION 834.74
INV. 832.97
AC 28.03 sf AF 0.00 sf
VC- 16.07 cy VF 0.00 cy
............. I t--- - --------- ...... . .......
.............
...........
...........
.....................
........... .......... .......
............
............. . .........
............
............
........... ............ ..........
---------- .............
840
14 00
-,,P,G 8 3 6.6 11
o/
4+00
8 3.5
. . ........
.......... . .........
-------------
...........
...........
5
OTTOM OF POROUS
SECTION 834.78
C) I I I 1 11 1 : , ,, ,
-INV. 833.05
u
�AC 26.121 s,f AF 0.00 sf
VC 24.04 cy VF 0.00 cy
...........
0 ............
.......... .......... ..........
........... ......x
0
<
a 840
........... 8,40
ui
CD <
13+75 P.G. 836.69
-7D 0)Ln
ui 3+75
Q) c D
> 835
< L ..........
..........
----------- ............. .......
8_3 5
c D ......
IBO OF PORO
BOTTOM
SECTI
71
POROU
834.7
I OF POROUS
IgN 8 34.7�
SECTIO 834.86
US[
INV. 833.17
Lij ck�
Li
U) 25.72 sf AF
� 0 00 sf
VC 8.58 cy VF= 7 cy
65
00
<
Lij 2, f 75 70
LLJ 60 55 50 45 40
35 30 25 20 15 10 - m 00 rl- co ul) to 04 0
< 5 0 5 10 15
20 25 30 35 40 45 515 60 65 70 75
r SHEET 604
75 7 1 o 840 6 5 60 5 5 50 45 4 1 0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 840 70 75
Lo
a -
P.G. 835.66
15+75'11 8
-- 35
---------------
5+75
............. . ....... ...... ........ ........
...............
..........
.......... 835
V)
z z
BOTTOM OF POROU
S
SECTION 833.83
Lu
8 30
INV. 832.17
............... ........
........... ..........
...........
..............AC 19.11 st AF 1.42 sf
17.33 cy VF 1.21 cy
..........
ui
Lu
ry
........... ........... .......... ................
U)
uiLLJ
LLJ CL
...........
<
...........
.............
............. ...... ............
ui
Lu
.......... LLJ
................ ...........
........... c/)
Lo
840
.............
..........
840
P.G. 835.89
15+50!
1.5+50
..........
........... ............. 835
...........
�----------------
1 835 --------
....... .................... .............
OTTOM OF POROUS
SECTION 834.06
-INV. 832.30
AC 18.33 sf AF lL2()'sf �o
VC 15.45 cy VF 1.19 cy
..........
........... ............... CD
...........
..........
m
C)
.......... .............. ...... ......................
............ .........................
............. ------------ ........... ............
.......... ............ w
................ ..........
........... .......... ........... ............... .................... ........... ............ .............
840
840..
15+225
r-FP.G 83 6 1
CL
835
. .......... ...... ......... ...... ...........
-----------
----------- ............ ......
.............. ......
BOTTOM OF POROUS
SECTION 834.30
m
INV. 832.42
...............
----------- .............
............. ................ ................... ..........
AC 15.04 sf AF 1.36 sf
VC 3.71 cy VF�'O.24 cy'
.. .........
.......... ...... ............
..............
..........
----------
............. ----------
840-
.......... ............
f
..............
...........
.......... ..........
...........
15 1 9 DR#8 DR#9
RIM E
5+,19
.=835.46 RIM EL.=835.46
P.G. 836.19
V)
8 3 5.
............ . ....... ........... ------ -------------
............ 0
................
.......... ............ .............. ............. ..........------- ..............
NV. 46
834.
834.46
POROUS
834.36
-INV. 832.45
..........
AC 18.3 1 sf AF 0.82 sf.
..........
..........
4 - I.. .......... . ..........'Vc 12'.98'cy V'F 0.3S cy, ...........
........... ......
0 ..........
Lij
x
< 0
CY 8 4 0
840 Lu
<
15+00
w P.G. 83
6.31
CD 5+00
----------
Q) CD
> 835
..... ......
<
u CD ................. . ............
.............
..........
............ ......
8.35
LIJ
U) C)
x
ou�
BOTTOM OF POR
T,
F;IOORE
'M OF P 0
= 8
N; 34.
4;j
BOT OPM OF
S T O�
E�( I N
SECTION 834.48
M
< L4
-INV. 83
2.55
Ac 18.58 sf AF 0.18 sf
_j
0 2: Lo :v
< C 20'.37'cy VF 0.08 cy
ff) C4
Lu 75 70 65 60 55 50 C7, co r__ (D C>
Lu 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 60 65 1 1 1 1 Lu
LL_ 70 75
ISHEET 605
75 7 0 6 5 60 5 i 5 50 45 4:0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 's
CD
DR#12
835 RIM EL.=833.78 P.G. 834.03
............... ............... .......... ............
.............. ...... ............... ...............
6+90
16+90
uj
INV. 832.30
z
830 INV. 831.60
...........
.......... ............
....................
BOTTOM OF POROUS
S CTION 832.20 AC 20.15 sf AF 0.18 sf
VC
cy,
11.21 cy VF 0.23
............ .........
.................... .......... .................. ..........
.......... ............ ............ ...........
.................
Lu
ck�
LJ cl-
CL
............ .............
............... ............
.............
u J
u J
UJ
................ .........................
Lo
AP.G. 834.57 DR#ll
RIM EL.=834.32
........... ..................
-------- -- Lu
............. .................. .......... .................. .............. .......... .................. .......... ............
835 8 3 5
---
7
----
16+75!
1.6+75
1BOTTOM
OF POROUS
INV. 832.84
SECTION 832.74
INV. 831.67
8.30 z
.................. ............ ........ 8 3 0
�AC 20.21 sf AF 0.65 sf
�VC 20.32 cy VF 0.39 cy
�o
.......... ............... .......... (D
............
............ ........... .................. 0
C)
............... ..................................
....................
........... ---------- ....................... ................... ............ ....................... ............ ...... ...................................- --------------- ............. ........
...............
..........
............. ............ .......... ................................... ............................................ ...................... ------- ---------- ---------------......................
............... ............
..........
P.G. 834..95
lw
16+501 16+50
83 5 ................
4 ...... ............. ........................ ............ ........
............. ................... ............. ........... ----------- ................ ........ . ...........
----
c�
cl.
BOTTOM OF POROUS
CL
SECTION 833.12
INV. 831.80
830
........... .......... .............
.......... 8' 3 0, ...........
4 - 1 11.111.1- 1,.,,.......... .................
0 fq
AC 23.68 sf AF
sf
VF 0.09 cy�
C- 22.88 cy
........... ...............
4 4 . ..................
.......... ...........
............. .......... ........... .......... ........... .................... .......... ........... -------
............ .......
840
............ .................. ........... .............
........... ........... ............ .............. ..................... ---------------------- ............----------
................................. ........................... ......
DR#10
P.G. 835..18
RI
M EL.=834.93
16+25
........... ............. -------
..........................
.......... ............. ......................... .............. ................ ------------- 16+2 5
............................... .............. -83.5..............
835 ........... .......... ............---------- t
]BOTTOM OF POROUS
SECTIO: INV. 831.92
:z
CD
.......... ..............
.......... .......... ............. .......... ...............................
............ .................... ---------------...........------ ................ ...............
29.74'sf 4F 0.04 sf .......... ...........
Ld
VC 22.19 cy VF 0.22 cy,
................... ......................
............
........... ............ ...........
.................... ......... ....... ..........
<
840
............ ....................... ............. 840
............ ........
................................. ............ t
............
0
P.G. 835.42
L)
`z( 0
--
............. .............. ............... ............. f
01
D 16+00 1 835
..... ......
CD
Ln
OTTOM OF POROUS
CD
SECTION 833.59 �IINV-- 832.051
C) CD
> 8 3 0 .............. ..................... ............. .................... ............ ............. ............ ............
4 ..........
.......... ........... 3 0
u C)
< Lu
AC 22,11 sl Al 0.46 sf
j7
ZO
327
;POR U
=8 3 30 1
F PORO
j 833
U-) CD
VC 19.12 cy VF 0.87 cy
...........
LLJ Ljj
C)
0 2: Ln M 00 r- (D L0 -.4 C4
b <
uj Z Lu 75 70 65 60 55 50 45 Q 35 25 20 15 10 5 0 5 10 15 20 25 30 w 40 45 50 60 65 70 -75 1
uj
;:� <
u- 0 r"sHEET 606