HomeMy WebLinkAbout05050111.7FIR. STM. STIR.
TOR= 893.61
FTR- S-. 5-iR.
p j
Fu%`Tu
B \ 0_ \\
FTR.
DE VEL OP
TOr = 892.90 , \
V�
\\0
TM. STR, o. 8 \\ ,
40 L.F. OF 12° RCP \ -
\ �` CURB INLET
TQR = 89`2.70
INV N = 890, .09
INV W=
---L -- 12„ RCP j %- = v == .: O �- ------
STR. No. - - ®
I TOR= 892.75 ........
IN TYPE J (Wf SUMP)'
NEENAH R- 3287 -SI310
-� INV.= 889.40 3 SYS. OF
RIPRAP_R_EQD
TOR = 892.76
e \
T. ##* / _ �\� INV = 890.16 \
orpi At-C' _ - -
-y
L ~ R
CASTING 15" RCP W/ APPROPRIATE
FLAT \
\ \\
END J 100 YR F,wu \ �\
-- -_ .w �♦� CURB INLET Iof - - INV_.... _ELEVT= 892.56_ \
-_� - _ /
____ __� -- - �.,♦ TOR = 892.42 I i1 i +° INV. ae9.0
_ INV N = 889.43 I s I
= 889.53 8
-RCP's INV W = 889.431
5 ���t Iii - -- � r�-� ---- .� ®., ® - - ® -�, ♦�`♦ � \ 0��� '�� \.
BEEHIVE INLET \ ♦�`�♦ \ �\ \.
STM. STR. N" •9,4. :4__ I; I TC = 891.86 II (- I ! R OF 1
H __________ INV 5 = 889,35 h Oil
TOR= 892. 5---- _______ - -- ----------------- TN-V-1889.47 II `` ,i ADE `
t, INV W = 889.61
♦
4-0 ' i1 I I THRUST
�' BLOCK 56 LF OF 8" PVC \ B1�0 -OFF\\
j`-,-'--'S -_____ - ------ - - - - -- -SAN. C.O. E i FOR ROOF DRAIN \
4 31x3 TOC= 893.18 i !) i G ® 2.59 GRADE _� AS �\ BLY
1 NV -� BB.iJS
INV - 887.60 OF V- BOTTOM G
S ALE 19 GRADE I G
I ®; p; t 'N __- ____._ - -_ - I +f cs " `� ��\ INTERIOR DROP TO
11/2' W tom- - -- - t -'� - - -- ------ - - - - -- it c�3 4 W cs 1" W 4' W 4 W C '♦\ \\ `�0 CONNECT TO EXISTING MH# C -2 \.
t : t ' I !I �"✓'�..' T `� cs (/ \ `��� I IN COMPLIANCE WITH WEST CLAY'
__ \
\ REGIONAL WASTE DISTRICT FOR
��� - -- ------- oil I- � n '\`� \ \ ���� ACTIVE LINE TAPS.
of 3 1 W SAN. C.O, , ��
� \ _ ��e SEE DETAIL ON SHEET C6.2 \
1h I TOC- 894.00 ( )
_ I♦\ p I JI
_ -- , _ + 11JV= 886.40 100 YR. FLOOD \
II }}
SAN. C. O. - - -i , �, `` 4 '� I �i STM. CO.
- _____�:_ .� 11 TOC= 894.10 to I' `` (I °+ E INV. 890.80 ` i \ �� ♦ ELV. 892.56 \
L 1 INV =888.15 It; is.. • I tit it +
i '.'•i I €! .. EX. TRANS, G ri'R�.� __ la STM. CO.-)
MEE DETAIL
---- -___ -� ., fi I III ''f n I I ,• I CONNECT DOWNSPOUTS TO \ \
TH i 5 5H E I \` \
" SEE ARCH. PLANS STORM SEWER W/ ADAPTOR INV. 891.55 ♦`���, \ \ `�� ex_, son. m.h,# C -2
r -• I III 3$( + +� �,
)BI lI INLET I I I I 69 I OF 8 PVC FOR ROOF FOR SIDEWALK AS REQ'D. ♦ A -----------
-_ - it i i T �I 92.35 1 ,i ; DRAINS ®1.049 GRADE TYP . I - n \
TURNDOWN ( ) \ �\ i:ar-- -8.,1. r6
b. I II�,�� =� °•.i IN I= 890.64 (; T 71 LF OF 8" PVC FOR ROOF I a\♦\ \ \ �\ inv= 879.28 n
_ inv= 879.i� w \
` -` -` i 890.00 ! INTERIOR ROOF DRAIN DRAINS ®1.049 GRADE
I 889.88
{ (REFER TO PLUMBING PLANS INTERIOR ROOF DRAIN v\
r i
FOR CONTINUATION INSIDE M EDFORD 'LACE I ,�: ` a �
-- - - - - -- --ice ..i �. i n I + ; � i 1 cs BUILDING - TYP.) \ ♦ ,� / r „
F.F.E. 894.65 V. 8 3 tr 64 L.F. OF 6 PVC
STM. CO. G0 I
�• . i� i iii �J STM. CO. I V INV. �� s Ott 1 SANITARY LATERAL \
® 1.0� SLOPE MIN \
I ". (�J� e =_= -___ i_ _ r
----------- •I { II r 6„ PVC F T i,
!
aNIY /
; • ` •+ �j I ' � , i �� ++ + ` 1�,'. STM. CO. BACKFLOW PREVENTORS FOR DOMESTIC
I �I I gtl - E . ., IFr II I �: . j I I II � ,. , I I + INV. 891.55 - - WATER - S-ERV-IC- E .S-HA-LL BE LO- CA- TED - IN-SI- DE
- -- - -` - - THE BUILDING. REFER TO PLUMBING PLANS. FOR ROOF DRAINS CO------- ik - - - ®MIN. 104% GRADE STM. I - - - - - - -- -- - - - - _ INV. 890. .80 ' I - I -- - II I I - - -\ - 1 I � --'j{ - /
L
' - /
`
L \
\
-- ------ - - - - -- --
--- - - - - -- 1 ` <.II `�L(� Igl I a i III �,�. I I , Fa/ t�- - -
I I � �• a q � � - - - --
r y` a II L I OF V- BOTTOM I
I' • I ICI r +� „� i�{ i; .; l
�tVA�E ®1% GRACE it \ \
•� I 1
�/ la ♦ °q; , +
T. 7, 0T, ,T -� I �/� 1' I °t It ` \
, L� 7 3 + : n I ills u!I rIi' iit � III it
-
t
- -- I -�_ - -- Lt,k
1'ti``;�'i ! III j 7 DRA NS ®4.; ;R D \
� ti III I I I 1 I � ♦, ♦ ♦��!I �,, III �. � , - -- -i• -�•f •-�r38 �. OF 8 PVr' FOR ROOF \
tr A E
��,�� iii i i i i i i» ♦. ' �i ; y� %' iii i�,i� r - -- �� �� I I I (�Z/ !�t \
TR. No. d
III I I I n(
S
� ♦ ti J V,I( (� II � I I+ -., , � A � �� �� r- -� I /
� �
FOR =892 � \
I INLET TYF (W/ SUMP)
142 L.F. bF �2 a �i _ II /� \ `'�ti� °0r'r' / NEENAH R- 7 -SB10 \
' 12" RCP
I N V.- _
889.1..
s� SAN, C.Q. C7 rt l
TQC =894.15 I _G
l�� - - --
s -- ----------- - - - -I1 - 3 SYS. OF
a - - -- �� :-
- ---------- - - - - -- - F. OF RIPRAP REQ'D.
\ STM. STR. No. 2\ 12" RCP i I 3 STR. No. 2
CONTRACTOR 0 II i PROPOSED GROUND - MOUNTED SIGN TOR= 892.70 C 0 I I ii l `
-: ` TOR= 892.65 VERIFY EXISTING J ii 5°/ / ( tl I END SECTION 1
° `_ GRADE l� 3 (ALTERNATE LOCATION) EE�dAH RE
3287 -3610 OQ OHO
® I / I �t / INV. 889.00 ,
DRAI.' . I �f
I V =889 70 / I 15 LF OF 12" RCP
EASE ENT I / ` u /
0
LF. 4" PV PERFO ATED O I tr a 1.09 GRADE
DRAINAGE
u ;I I:: DER INS RE UIRED \.F' 1 / it
✓ I tt / I 11 EASEMENT
PARK
`
/ NO
RTHWESTE -
I
- - - -- REGULATED DRAIN EASEMENT
In
3 --- °---- --- - - - --- - -
-_
L
1 , j J � i-
`: EXIST. ELEC. TELEPHONE LINE APPROX. If
LOCATION (TO BE VERf. TED) ,tl ( If
.,
Z+ \ ---- - - - - -- - - - --�- f
� INLET - - I I -- �-- - - - - -� -- - - - --- - - - --
/ \
NOTE:
`
TC = 890.01 + - CONTRACTOR SHALL COORDINATE
\ INV = 885.59 i J " I
= cP, I I �: GAS CONNECTION W /GAS COMPANY.-
g \ \ I
-------------------- ( ____ 18 R P I CONTRACTOR SHALL CONTACT GAS I ! \ f
--- ______- _ - - - -- - __ = =COMPANY REP. 1 -800- 227 -1376 ___-- __-- - - -_18 g�---- _------- - - - - -- `=°
-- ------------ - - - - -- - - -- - -- - - -- --
-I zr - - -'r - - -- -
PRIOR TO COMMENCING ANY ___ _____ ______ °-
3 CONSTRUCTION. CONNECTION TO-- •�� ®,- - -- '_ - -'
- �.. --.- _ u - - -
�1 18" RCP i I PARK NORT WESTERN EXISTING GAS LINE AND N1 8039'52"W - 684.17' '-' tt '�'� °� --�- ----
m I REGULAR DRAIN EASEMENT COORDINATION W/ INDOT FOR WORK EXISTING R W tt TONE w GRATE PROPOSED GROUND - MOUNTED SIGN
H e" PVC SAN. LATEFAL WITHIN MICHIGAN RD. R/W BY I / t,' 7C = 892.90 (REFER TO ARCHITECTURAL PLANS
o \ t 1 GAS COMPANY. Nom_ rt o^� INV = 887.94 FOR DETAILS)
tt�
CONTRACTOR SHALL COORDINATE UTILITY ---------------- - - - - -- -- ----------------- -_____
---------------------------------
G 465' - 12" pvc I CONNECTIONS APPROPRIATE - - - - - -- ------ ________ ---------------------
NNECTION WITH - -- - - -_ -- - -- � -
`` I'qV= 887`67 XiST- -
- - - -- _ - -- __ __________ r�
V- BOTTOM SWAL -- -------- - - - -- - --
---------------------
__ ------- - - - - -- . :. FUTURE BIKE PATH
---- - - - - -- - - -- SWING JOINT W/ (BY OTHERS )
4 "� GATE VALVE
anitr
mh
------------- - - - - --
_----- - - - 16" ------------- - - - - -- ----- - - tc = 8 93.0 -° - -°
- -- _ me a en sect. - -- -- - - --
in v =87.45 ---- .- -_ - -__ inv n = 871.11 __.___ - - - --
-��- - -I inv s__871.0,6.-----------------
--------------------------- ___ - - ____ - - - - -- - - - -_� -------- - --------------- ---___
®--- 1;-- - -t - -- I y __
-Inv e 877.83
---- - - - - -- `--- - - - - -` --- - - - - -I I
-- - - - - -- --- - - - - -- - - - - - -- --------- - - - - -- - - - -- --
_
�c"' Alt 2 ;- ;_------ _---- _-- _- _- 7 _____ - j �1- o� o 3A I o�� -
-_)_
1 1 I I l f - -- -- -- - -- -- - -- - -- - -- -- -
En
n
\ I ! f
E/T
it
0
BLOCK C i
Pal °
r �GAN
Z
VICINITY MAP
N.T.S.
0' 20' 40'
SCALE: 1"=20'
PROPOSED UTILITY LEGEND
G
GAS LINE
E
ELECTRIC LINE
T
TELEPHONE LINE
W---
WATER LINE
GAS METER
GM
COMBINATION POLE
rRAN
ELECTRICAL TRANSFORMER
0
VALVE
•
WATER METER PIT
EXISTING TOPOGRAPHY LEGEND
A WATER VALVE
GENERAL UTILITY NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES
SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL 'UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT
AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
OEM[5ING
WALL
51 LINES ` -� /�' LINE \
(2) 5 /g' METERS IN
IN SINGLE METER PIT
(TYP. FOR EACH
TENANT SPACE)
BENCHMARK:
ACE T.B.M. #S -78 -2
A CHISELED "X" ON THE NORTH, NORTHWEST BOLT
ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF U.S. 421 & NORTHWESTERN DRIVE
ELEV. = 894.86
ACE T.B.M. #830
A CHISELED "❑" ON THE WEST SIDE OF THE CONCRETE
LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse
Cuts For Kids" behind "Wendy's"
ELEV. = 897.58
ACE T.B.M. 63
A CHISELED X ON THE NORTHEAST HEX NUT OF THE
FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF
COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE
NORTHEAST CORNER OF "Target ".
ELEV. = 892.85
3
DETAIL
CAUTION H
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon 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 GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 -382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
Architects
Consultants
,
Engineers
AMERICAN
CONSULTING,
INC.
726Q SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317543.0270
Copyright (C) 2003 - Amertean Con"ulttng, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
No.
* 19900549
STATE W
CERTFIED BY
DATE- 03/31/05
DRAWN BY, PIED
CHECKED BY- AF
ISSUED FOR- DATE-
ACE PROJECT a I142004.0948
TITLE -
UTILITY
PLAN
C4.1
FIRE HYDRANT
SPRINKLER CONTROL VALVE
®
TELEPHONE X -BOX
T�
TELEPHONE PEDESTAL
LIGHT POLE
Ai-
COMBINATION POLE
-67
STREET SIGN
0
MAIL BOX
•
POST
GENERAL UTILITY NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES
SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL 'UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT
AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
OEM[5ING
WALL
51 LINES ` -� /�' LINE \
(2) 5 /g' METERS IN
IN SINGLE METER PIT
(TYP. FOR EACH
TENANT SPACE)
BENCHMARK:
ACE T.B.M. #S -78 -2
A CHISELED "X" ON THE NORTH, NORTHWEST BOLT
ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF U.S. 421 & NORTHWESTERN DRIVE
ELEV. = 894.86
ACE T.B.M. #830
A CHISELED "❑" ON THE WEST SIDE OF THE CONCRETE
LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse
Cuts For Kids" behind "Wendy's"
ELEV. = 897.58
ACE T.B.M. 63
A CHISELED X ON THE NORTHEAST HEX NUT OF THE
FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF
COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE
NORTHEAST CORNER OF "Target ".
ELEV. = 892.85
3
DETAIL
CAUTION H
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon 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 GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 -382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
Architects
Consultants
,
Engineers
AMERICAN
CONSULTING,
INC.
726Q SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317543.0270
Copyright (C) 2003 - Amertean Con"ulttng, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
No.
* 19900549
STATE W
CERTFIED BY
DATE- 03/31/05
DRAWN BY, PIED
CHECKED BY- AF
ISSUED FOR- DATE-
ACE PROJECT a I142004.0948
TITLE -
UTILITY
PLAN
C4.1