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OWNER LU
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571 -2400
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TOPOGRAPHIC SURVEY BY: Uj
CROSSROAD ENGINEERS, PC
3417 SHERMAN DRIVE
BEECH GROVE, INDIANA 46107
H NO A LE JAMES AINA AYO (317) 780-1555
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PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW
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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
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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
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LU CONTACT. BRIAN HARGER CONTACT. GREG CAMMACK BOARD OF PUBLIC WORKS AND SAFETY
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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
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PROJECT NO 13 06
OLD TOWN ALLEY 5th STREET NE TO 7th STREET NE
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FILL 12"0 COIR LOG E 6
NOTE: SOCK (COIR LOG) TO BE AN APPROVED =
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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.
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STAKES SHALL BE FILTER TUBE/FILTER SOCK w
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DRIVEN THROUGH THE COIR LOG DETAIL z
FOAM SPACING CENTER OF THE SOCK,
AND SHALL BE FLUSH NOT TO SCALE
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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
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SILTSACK INLET FILTER DETAIL �t
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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
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FABRIC DROP INLET PROTECTION DETAIL W-_INSIDE WIDTH
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METAL PINS OR STAPLES
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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
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MATERIALS OR PRODUCTS MAY
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JOINING FENCES OF THE FIRST FENCE NOT TO SCALE �7
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3" 8"0 PVC _ ROTATE BOTH POSTS
SILT FENCE �- AT LEAST 180 DEGREES f °
POST IN A CLOCKWISE
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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')
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FROM ALLEY GEOTEXTILE CL 6" COMPACTED
POROUS ASPHALT UNDERDRAIN DETAIL AGGREGATE #53
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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
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MINIMUM
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(3) VARIABLE INVERT PIPE BURIAL 2 v v
ECCENTRIC CONE SECTION HEIGHTS AVAILABLE DEPTH PER PIPE \
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(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
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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
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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
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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
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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
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GRADE AREA TO DRAIN INSTALL 8"x8" TEE
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(SEE DETAIL-SHEET 200) EXISTING FENCE J
U.S. INV.=834.77
� D.S. INV.=834.70
GRADE AREA TO DRAIN I I W
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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
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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 �
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CONCRETE APRON.
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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
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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
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STIR. N0. 1 a I WATER VALVE - DITCH
MECHANICALLY CORE ;> ER w
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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
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n W ---_�.--- ao;! TEMP. BENCHMARK _. _.. SANITARY SEWER
W ---- --- - - -�. ._ ,_..�.-� ..... �
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J � I �,. �� ,• ..� ,. � �� I. ® � W/MANHOLE
a (A rn.., \ € I _12" �\\ MONUMENT FOUND
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EX STORM C T C STORM SEWER
r I ~�� LINE RIM=832.71
v N OO'09 24 W 741.44 1
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v v > 6"
v v y v PCCP SLAB ON W/
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vv y��-wvvtiyv ovv y � -
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�-�yvv �vvmoovv��� y v v � v S 828.91
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+ � - v�.vvvvv�w�yvv�aw�wv�vv���w�--�w�-.w��yv��w�vvvw�-.�yv�wy�� v���y� : � v y � y � � � v
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vvv a INV. E-827.66 ED AGGREGATE #53 ON ASPHALT BUILDING
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" INV. W 827.69 COMPACTED SU S 0 0 GRAVEL 0 CONCRETE
- 4 D.I. MAIN
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w _ _ __ �_ �. __ I END CONSTRUCTION
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aW _ --=------------------------ _=__----------- --------------__- 1 _--`-�N '� ----- G �Y -----_ ------------------ ---- - - I COMPACTED SUBGRADE
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PRESERVE AND PROTECT\ n;
ADJUST TO GRADE 6" #8 WASHED AGGREGATE, ON 1�
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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
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D ii ------- CONSTRUCTION LIMITS SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 300
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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
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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
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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
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DRIVE APPROACH _ __ _ _ _ _ �►.►
840
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_ _ _ _ RIM=836.20 EX. CONC. APPROACH
115 !Z11 2.65% +0.48%
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0.95/o
835
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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
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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
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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
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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
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EROSION CONTROL LEGEND EROSION CONTROL NOTES
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1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE,
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\ "\ 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 - ._.. - ------
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A
Q , �:,•A , �.. � ,, _ ,.,� ,.: SILT SACK INLET PROTECTION
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"IT'S THE LAW"
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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
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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
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INV. 836.20
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IBOTTOM OF POROUS L4
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INV. 835.14
INV. 833.48
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SECTION 835.08
INV. 833.55
AC 23.64 f
s AF O.W sf
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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
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OTTOM OF POROUS
SECTION 834.78
C) I I I 1 11 1 : , ,, ,
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�AC 26.121 s,f AF 0.00 sf
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INV. 833.17
Lij ck�
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65
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LLJ 60 55 50 45 40
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< 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
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15+75'11 8
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SECTION 833.83
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OTTOM OF POROUS
SECTION 834.06
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INV. 832.42
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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
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835 RIM EL.=833.78 P.G. 834.03
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INV. 832.84
SECTION 832.74
INV. 831.67
8.30 z
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SECTION 833.12
INV. 831.80
830
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P.G. 835..18
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