HomeMy WebLinkAbout06050019.22c j oo - 9 <` I RANI I I SITE PLAN LEGEND
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� I PROPOSED CONSTRUCTION
w W I 3 1 BUILDING SETBACK LINE
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152.32' // \ T I I r, a ( m �° BOUNDARY -
)t I CA r 38. 150.00' 0 1 I ( 156.86' EASEMENT LINE
in 48 ( 150.00' I I RIGHT -OF -WAY - - -
I TA.0+66 D 1 Raw 5+ . 0 1
I i 1 0 , 00 +9 I I - - I CENTERLINE
5.0 CO ,.. . 2 E SWALE
00- 0 --
000 N
CZ 41-17 6 "PVC 18355.1 SQ. FT.
m s se "� o I I I I / FENCE
0 0 ��
- o 1 510.2 Q. FT. StP�kp� TA. s3 \ 1 C I I SSD 4 # IN
r Q CD o`O 40 A ES 93�F 6 5 00 8 ` I ( 4r° M CHLINE SHEET 205 LOT LOT AREA 34200.0 R FT.
Ci _ M.P.E.= 907.50 _ o I I o TA.0+65 ct M C 0.79 ACRES
HYDRANT J `1 P.E.- 907.50 R1� \\ LL.� Rip 53 M.P.E.= 9Q7 ° 0 5LF1,P�!= 907.Q 27 g
���pp b S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT
/ 65 o SlA.0 +5 0 ° o B.S.L. = BUILDING SETBACK LINE ,ED OFF INGRESS/EGRESS EASEMENT
11.25 iao°s -J
rn � 75LF 6 "PV o - 15639.7 S FT. ''� � m1 S.S.E. = SANITARY SEWER EASEMENT
I I 46 16143. SQ. FT. °I (� t50.340A REST 766 1 749 0.36 AC KS in
160 EDUCER 1 I °� TC 5 ( 750 % D.E. = DRAINAGE EASEMENT
54' cn cn V O IE E 899. 0.3 ACRES I TC 905.00 i (g 1 I C 904.49 TC 904,00 °° bi
/ U.E. = UTILITY EASEMENT
a o I I IE 899.20 I 0. 0 a W I I W 900. -
m m a, N.P. = NORMAL POOL
11.25' 0 175.00' C_n 1 I '' E.N.P. EXISTING NORMAL POOL
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* 160LF 24' RCP I W 900.8 g I � I 141LF 15' RCP t 10 YR. = 10 YEAR STORAGE ELEVATION
1 15' D.E. 175.00' 154LF 30 RCP SSD _
17.5' D.E. OLF 1 RC 17.5" D.E. D,E. 100 YR. = 100 YEAR STORAGE ELEVA110N
w� I I 17.5' D.E. 10 +00 10+ 2. 11+00 150.00' 15' D.E. 11 +g2.0912
TA• 1,c �� 1 8+98® 12 1.09 00 9'124 s 13+90 D.E. D.E• 13+ .04 - �.� KEY NOTE DESCRIPTION
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47 I 1
i � O ROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10.
.P.E.= 40$.50
O 71 I 747 I I n o I
762 O 0 6:5) TC 904.00 748 I 1 I o p
C 9 5.40 22221.2 SO. FT. STA.0 +6 O - 1 I IE E 899.5 59 TC 904.49 1 IE N 896.54 �, <Z>
TYPICAL STREET SECTION (SEE PV -36)
899.4 0.51 AC S o 17500.0 SQ. FT. C 4 +00 TA.0 +54 169 5.0 SQ. FT. b` I 99 5 E I I IE S 896.44 C28) I
iLl °"`J ci I 0.40 ACR S M.P.E.= 9 o I 0 39 ACRES I 900.1 I STA.1+23 0 0 3 CONCRETE SIDEWALK(SEE PV -16)
o 0 0 l 5LF 6 "PVC I rr
o ,r, 0 15 00.0 SQ. FT. °o I I I°o 47LF " VC 'r'� O
M.P.E.= 908.00 rn p ci oo
I °o .34 ACM4L�E,= 9#- Q +7 C ° M .E.= 907 .36 Q. F(. Q
50 R W I ° 5 0.36 A RES ( )
/ I 4 MULTIUSE ASPHALT PATH SEE PV -36P
O 7 �Lf 6 "PV 150 /W ( , O
30� 1 w a I - 1 x. c I 5 ADA SIDEWALK RAMP (SEE PV -13)
N 10 B/s z O
RANT b � ri
761 « °' ch O MULTIUSE
INAL LOCATION EAND ROUTE 0 E6 VERIFIED WITH OWNER PRIOR TO CONSTRUCTION.
TC 907.00 I 1 I I ,m ° / o
9. �2X 175.00' 7�
9g I I BK82 150.00 1 i 155.00 x Y <\ STONE SHOULDER (SEE PV -38)
1 I TC 907.40 I DO t L
o I I 1 � /8� ENTRY WALL (BY OTHERS)
3.00 I I IE N 895.63 <�/
° 72 I I S 895.53 64
CURB END TRANSITION
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17500.0 SQ FF. STA.3+30 _ I I 169-15.0 SQ. FT.
/ WIDEN PAVEMENT TO 15 FEET WIDTH OR AS SHOWN IN
46 0 0.40 ACR S 6 "PVC o _ 3 +00 1 TA.3 +26 I
0. 9 ACRES ° 60 I C29 Sp PLAN VIEW. (SEE PV -37)
M.P.E.= 9��0 0 5LF 6 "PVC I I TA.1+80 ! 6
°o ° I M.P.E.= 908.50 / °' o 4 I °o. 5LF 6' VC 32 S o°o G 11 1" MILLING WITH 1.5" HAC # 11 RESURFACE.
32137.3 SQ, FT. 1 1 i
°0 15 0,0 SQ. W- F..E.= 047 ai C w ° M.P.E.= 90 Q5 0 # \
0.74 ACRES 906 I zo i °n� ° 34 ACRES 75LF 6 "PV o I r.� ( 0.35 AC ES # 12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37)
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SITE WORK GENERAL NOTES AND SPECIFICATIONS
0 1 NOTICES AND PERMITS
\ 75.00' I 1 1 I ( I W I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
1 I 175.00' AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
-"" I 154.07' \ bbb PRIOR TO STARTING CONSTRUCTION.
9 °S 1 I 150.00' I �,�,,,
2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO Dl TERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
I Se I CONSTRUCTION.
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4': " ° I o I C I o 0 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
I 2 1 1697 .0 SO. FT. m a I / CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
723 a ° 17500.0 S . FT. STA.2 +3 _ TA.2 +29 '�` { U�
C 903.50 0 0.40 AC ES M.P.E.= 90810D6 "PV ° 2 00 5LF g'PVC 0. ACRE i �.Q 1 61 i- ca Q I ( oca o 30 E m 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
S o w o o M.P.E.= 908.00 0° M.P.E.= 9Q�tQ @+8 "� 1 �' v; TA.0 +80 s. I) Q m
°o- � q I of 1 wi alp fi CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
2154 .8 SQ, FT. 85LF 6 "PV '� v-, 2 0 5LF 7.1 S . FT. 1 < REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
o I I �.�'�= sda�. 4
D E 1.00 11.0 735 0 I N i 0. 3 ACRES � ( i 7 AG ES ' QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
95. 0' TC 903.50 I W 1 C o w wi I p 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
E. 95.00' 1 007 + ( S 00.00 `" 1 J I �°-, `�' ° I" I 1 j ` , INSTALLED ACCORDING TO THESE SPECIFICATIONS. THI ENGINEER WILL BE REQUIRED TO
1.ao% U r�
_ m 1 ,r, ti 1d9L t +1G Y CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
CC N \ 1 '- 15.00' _ cw a J NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE Br THE TOWN Of WESTFIELD THAT
175.00' 1 (�1 I I I « ` CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
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4
I .25! ]BEND I " i a 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
oo I I I I 'Q rr OO+Z1 rl 154.44' F + / ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
I W I \ 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS.
1 I Z I SSD* r r FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
N STA. +35
75 I I Z I I (5) FEET IN DEPTH.
76 O� 74
STA. +35 6 , � �5 BEND
�^ O 75 F 6 "PVC 15LF 6 "PVC o / / s. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
M.P.E.= 907.50 C M.P.E.= 907.50 o y p / * u4i A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
14250.0 SQ. FT. 0 14250.0 SQ. FT. C ": 20914.2 S . FT. 0 1 0 1 / o ^ PA u
EER
I 1 20914 S0. FT. C / ,�`�' "� 2 N 895.02 '��
0.33 ACRES 0.33 ACRES i 0.48 AC ES I i 0.4 ACRES o `� / iti cp 4n• 3�6 894.92 1 Pwo
I 9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURLD TO BACK OF CURB.
O a 725 1 728 729 730 0`� / Jy ri / �� 1 r Q 1
724 ° TC 903.8 726 3 ^ I TC 906.90 I > �9 M.P.E.= 909.00 ^ I i 10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN f OR REFERENCE ONLY. SEE RECORD
M.P.E.= 90 0 TC 904.50 TC 908.50 0. / l� / )
I o I TC 905.54 SURVEYS AND PLATS FOR EXACT INFORMATION.
TC 904.00 > IE N 899.5 •
IE N �� 0 \ N IE E 898.50 IE E 898.9 = l I IE E 8 9.05 IE E 899.65 I E 99.8 2Q9 1.5 SR FT, m ��
I IE S 900.55 5' U.E. IE W 899.45 1 IE W 99.8 �° % / / .48 ACRES � �
IE E 898.15 + ° M IE W 898.50 -_ 5' D.E. W 898.9 I I IE W 8 9.0 IE I \ 11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
898. a J n - - BEND OLJ RC 24' CPo 10 +00 -- 30' B.S.L 34415 DAD-RCP 83LF 18' RCP , / / l 22. ' END / / i J
12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DETALI, 10 -9
30' S.D. &U.E. � S.D. &U.E. 185LF 24' RCP �
190LF 0' RC ° 45' BEND 9 45 5 5 °9 045 3 11 +00 11+ 9.45 5. BIRO' , �, ,�` / / N a�< 13. SEE SHEET C206 AND C207 FOR DETAILS.
6+ +00 .38 8 +00 155.00' 3 VALVE ��� // \� `'42 HYD 155_00' _ _ _ _ 25.00' , / �A j 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME Al"PARENT BEFORE OR DURING
' 95.00' - 5 SIDEWALK , / o J 5 SIDEWALK / �' I / CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
••g , - - - - - - - - - - - - - - P s9g poi CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
- ---- - - - - -- 1.25' BEND i
o - - - - - - 0 0 o TEE 2 736 ° `" 737 HISFIERING PINES LANE M 15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICE I OCATIONS PER DETAIL ? ? ?? ON C20 ?.
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732 o S 89'33'29' W o- 0 1 0 --+ +
N 900.80 ob 5 TC 905.82 rn CD 16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR
C� --1 -0+ � O0 � 5 0 1 + �- G -``� i y o
m o IE N 901.00 1.08% rn b ��
Q 70% 1 750.00 0 IE S 900.80 + �, WIDENING OR FOR AUCILIARY LANES IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT.
40 _ AUXILIARY LANES AND FOR EACH ENTRANCE UP TO 1 RIGHT -OF -WAY FOR WIDENING, FOR
---- - - - - --
-
- - - - - - - - ANY NEW PAVEMENT LACED IN THE SHELBORN ROM N
___ _ ------ - - - - -- -- � � M.P.E. = 809.50 I ,
AI ,
SIDEWALK _ g 5• 32 � ' � THE MAINLINE RIGHT -OF -WAY LIMIT SHALL
_ 5 SIDEWALK - 100.00 97.00 A =2. P xoo I MEET THE FOLLOWING SECTION: 1.5 INCHESHMA X11 ;URFACE ON 2 INCHES HMA #8 BINDER
_ 1 00.00' -
100.0o _SOB 90 s / a � i y ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 STONE ON 4 INCHES #2 STONE OR
100.00 3 3 20' S.D. U.E. �s 188 .0 SQ. FT. MATCH EXISTING, WHICHEVER IS GREATER.
.43 ACRES
!0' S.D. &U.E. �- w �{ �� T" I I 17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED
\ 9p 30' B.S.L 0 9� ` <. q ALONG THE WIDENING AND AUXILIARY LANES. SUBSURI ACE DRAIN IS REQUIRED BENEATH THE
9 4 NJ-
C� BK82 a- + a SBK821_ 6': �` STONE SHOULDER.
+ > n > BK81 + o TC 908.+ a o- TC 906.00 a n s \ 7 C 904.00 Q \ IE E 892.91 � IF 893.95 / �h / I 18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.A.C. #11 RESURFACING FOR THE ENTIRE
y N J E E 891.90 I �_ IE W 892.81 " IE W 893.85 Off. r I WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPI RTY FRONTAGE OR TO THE LIMITS OF
In _� E W 891.80 M.P.E.= 907.50 IE N 89 18W E.= 908.00 M.P.E.= 908.50 M.P.E.= 909.00 10 �`� � co °I THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO
M.P.E.= 906.00 \ M.P.E.= 906.50 = 907.00 t x' o
33 �� �, I BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL STRIPING SHALL BE THERMOPLASTIC.
�„ 18 0. FT. o�^ °� / 19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
C39) 0 38 0 37 0 36� o 35 I o W 0.41 ACRES l i PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
o O o o > STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
0 15000.0 SQ. FT. 15098.9 SQ. FT. x
15000.0 SO• FT. 15 0.0 SQ. FT. 15000.0 SQ. FT. 15000.0 SO. FT. 0.34 ACRES 0.35 ACRES °� / BLOCK A x WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN � ' o THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
0.34 ACRES 0.3�ACRES 0.34 ACRES 0.34 ACRES OPEN SPACE W
(COMMON AREA) D.E. i d KEYMAP
139662.0 SQ. FT. ;
3.21 ACRES
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"HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION
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SHOWN ON THIS PLAN ARE BASED UPON ABOVE
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GROUND EVIDENCE (including, but not limited to,
manhole:;, inlets, valves, and marks made upon
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Date
02/28/05
Project Number
010463 -20100
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- F 15 D.F. O� 8 ULTIUS PATH No.
- -
s�-8` MULE o 15179
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1 MUULTIUSE PATHS (/� /j'j� DIM By:
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Quality Assurance:
D LACH
"HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION
=
Scale:
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
0 Scale: V = 40'
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
*
GROUND EVIDENCE (including, but not limited to,
manhole:;, inlets, valves, and marks made upon
sheet
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
C210
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
Date
02/28/05
Project Number
010463 -20100