HomeMy WebLinkAbout06050019.23- 911
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SITE PLAN LEGEND
PROPOSED CONSTRUCTION
BUILDING SETBACK LINE
BOUNDARY - -
EASEMENT LINE
RIGHT -OF -WAY - - - -
CENTERLINE
SWALE 0 0 0 -3 0 0 0
�\I FENCE
LOT #
U, LOT AREA 34200.0 SO. FT.
0.79 ACRES
S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT
B.S.L. = BUILDING SETBACK LINE--BASED OFF INGRESS /EGRESS EASEMENT
S.S.E. = SANITARY SEWER EASEMENI
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
N.P. = NORMAL POOL
E.N.P. = EXISTING NORMAL POOL
10 YR. = 10 YEAR STORAGE ELEVATION
100 YR. = 100 YEAR STORAGE ELEVATION
KEYNOTE DESCRIPTION
ROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10.
FOR DETAILS OF EMERGENCY O2
OVERFLOW SPILLWAY SEE SHEET C404 TYPICAL STREET SECTION (SEE PV -36)
�
� O3 CONCRETE SIDEWALK(SEE PV -16)
11 .0 i
MULTIUSE ASPHALT PATH (SEE PV -36P)
ADA SIDEWALK RAMP (SEE PV -13)
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<-
r
8889 - . ,o > >•.." u ° u / % � "_"' - ----�_ l.-
900 '
o j 6 MULTIUSE STONE PATH (SEE PV -36S)
FINAL LOCATION AND ROUTE TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION.
-
/i �5 90� 901 7O STONE SHOULDER (SEE PV 38)
o Y -
T 1
$ g� „{ - �r ENTRY WALL (BY OTHERS)
,;
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�." �'�.����'�•:�; � °� °, - --.- -••- CURB END TRANSITION
V
10 WIDEN PAVEMENT TO 15 FEET WIDTH OR AS
",„ �2 - SHOWN IN
8 lype fi'1 �, fier7ard l�T,e L_ / 156 1 1+
PLAN VIEW. (SEE PV -37)
x i
X64 CP 1" MILLING WITH 1.5" HAC # 11 RESURFACE.
z 738 ---'
8 14 ffI w - - IE 896:45 0+ 0 12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37)
I � - -I- 739
POND OR BAY T� 0 .00 SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
F-- ° C) 2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL C� EXISTING `s' o
18294.7 S T7. UTILIT / EC S90 0 1 �� o 0.42 ACR S CONSTRUC ION TES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
i J
I I 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
M.P.E,= 906.50 CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
v
IE E 893. 5 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPI R AND CONTRACTOR TO MAINTAIN QUALITY
1 W 893 CONTROL THROUGHOUT THE PROJECT; FAILURE TO l0 SO MAY RESULT IN REMOVAL AND
898 REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
pI / 18684.1 SQ. FT, INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
v1 / 0.43 ACRES -00 CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
1 A NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE TOWN OF WESTFIELD THAT
I POND 9p ` M.P.{VQh�p6�50 C 90 0 f p ' _,� - -- CONSTRUCTION WAS DONE IN COMPLIANCE WITH THE SE PLANS AND SPECIFICATIONS.
I NP =896 �5 j
,o , ��q, g 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
x X56 L �r� _^' ~' ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
2 YEAR �897.3�,_ _ o �� l -- �,
9 10 YEAR - 898.52 h 1 o� ��, BEND 1 N N 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS.
9 100 Y R = 900.0 1 ~ , , H�- - - - FINAL RULE 29 CFR PART 1926, SUBPART „P.. APPI TES TO ALL EXCAVATIONS EXCEEDING FIVE
cxa �0� ,5) FEET IN DEPTH.
N� 90 BOCK B
x
OPEN SPACE 48 g� 1�y25��D 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPIH REQUIRE THE DESIGN OF
z / / / 30' A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL_ ENGINEER.
h (COMMON AREA) D.E. RCP
N W
) 3
741 `^ 9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB.
I /712970.8 SQ. FT. / / TC 9 4.41 *0 --
16.37 ACRES �v / /
J. / I 8 y 10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
4p � x o 18860. SQ, FT, o D I SURVEYS AND PLATS FOR EXACT INFORMATION.
\ ., � �.. O", BEN / �
0.4 ACRES M,P.E.= 907.00
S STq G ch o�a / 4Q_3 11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
6pl 12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DE TAIL 10 -9
o S 1� 22.50' / BEND I 13. SEE SHEET C206 AND C207 FOR DETAILS.
` 1 `� 00,( Q
rxa I r' IE 892. / �Z / ? 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
IE S 94.76 3 / / 50 CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION OF DETENTION POND I �--- _ 153.28' / ( xoo 764 $ CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
�x 9 t BERM WITH INITIAL PHASE WILL 0 0� 1 TC 905.57 25183.1 SQ, FT. 15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICI LOCATIONS PER DETAIL ? ? ?? ON C20 ?.
PROVIDE IMMEDIATE PROTECTION UP RC )
0.56 ACRES
1°n° TO 903.00 ELLVATION. (SEE ITEM 7), 765 1 L'! 16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT FOR
EROSION AND SEDIMENT CONTROL TC 905.7 r` 55 1+
9 ° � "EROSION N I 1 • 4 ° WIDENING OR FOR AUCILIARY LANES) IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT.
SEQUENCE ", SHT C4�7.
OdZL' t +ZZ I j �D p ANY NEW PAVEMENT PLACED IN THE SHELBORNE ROAD RIGHT -OF -WAY FOR WIDENING, FOR
6 I c14 AUXILIARY LANES AND FOR EACH ENTRANCE UP TO THE MAINLINE RIGHT -OF -WAY LIMIT SHALL
x
1A,2 +83 U MEET THE FOLLOWING SECTION: 1.5 INCHESHMA #11 SURFACE ON 2 INCHES HMA #8 BINDER
\ ^ 14 I ILF 6 °PVC j ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 ;TONE ON 4 INCHES #2 STONE OR
1 I ca
M.P.E.= 90$.00 W MATCH EXISTING, WHICHEVER IS GREATER.
1 =
9�v o
i I 16 .3 SQ.II 1,= ��. 6 j N 0)
I 1 50 W 1 4- W 4+ 17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED
{ I 37 ACRES 18CF 6 PVC l N Z ALONG THE WIDENING AND AUXILIARY LANES. SUBSURFACE DRAIN IS REQUIRED BENEATH THE
x I I ^ I 30' B/8 1 ta J fJ STONE SHOULDER.
$S
I N \ j 00. zz 18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.A.C. #11 RESURFACING FOR THE ENTIRE
\ I I ¢ WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF
I 1 I I 100' THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO
/I ( 2 ► BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL ;TRIPING SHALL BE THERMOPLASTIC.
150.00' Cn 1
"D i I 19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF INGINEERING TO SCHEDULE A
PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
o / I °OD 1 I STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPI CTIONS FOR CERTAIN STAGES OF THE
°14 WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
<\ o a I I ,r, 0 49 THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
1
Q I
<� `x I S
SM.P.E.= 908.00 N o I o oLF +76 165 .O SQ. FT. KEYMAP
�� I o f�.E� 909.00 0. ACRES o
15 00.0 % FT. STA.1 +6 °o 0
.34 ACRES 14LF 6 "PVC I LL,1 I
IIZ
x 150.00' 150.00'
- -
I 12 w 1
Uj CD
1 i
` I 15826. SO. i 1. I o
0.3 ACRES
�o� I a-POZ i N D48
f
5A,0+66 C 0 8, FT
x I 1 5 4LF 6 "PVC 18 5.1 SQ. FT.
M.P.E. = 93Tk*5 1 D M.P.E.= 909.00 0 42 ACRES
11LF 6 "PV ool
00 0Z o
i m "HOLEY MOLEY "SAYS CALL AT LEAST TWO FULL -
WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAU I ION
AT ;HLI SHEET C202 i ccS B� HYDRANT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
11.25 BEN GROUND EVIDENCE (including, but not limited to,
/ 1€
891.18 / / manholes, inlets, valves, and marks made upon
x I 08 S / 1 160 the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
! / _ UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
157 .9 SQ. / / 11.25 END GROUND EVIDENCE WAS OBSERVED. THE EXACT
.36 ACRES TC 905.4 / 1-800- 382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND
9 . / rn' CALL TOLL FREE UTILITIIS SHOULD BE VERIFIED BY THE CONTRACTOR
�,
06 l ° 1� Tq7 1 -800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION.
- ° p `� 2 , Q �CF¢4 FOR CALLS OUTSIDE OF INDIANA
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CERTIFIED BY:
�a \ \1 \ \ \11 t 1111 i l l l l l U l 11111
.� VA A.
�P
,1STEq fQ �s,
No.
�
15179 =
STATE OF OF Q
01
Drawn By.
F RANKIN
Checked By:
S TAYLOR
Quality Assurance:
D LACH
Scale:
0 Scale: 1' = 40'
Sheet
C211
Date
02/28/05
Project Number
010463 -20100