HomeMy WebLinkAbout04110022.6GENERAL GRADING NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 5
5. T
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE 9
9. A
ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON G
GRADE ELEVATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES S
SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE
HAVE BEEN INSTALLED. A
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER 1
10. S
SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY F
FINISH GRADE ELEVATIONS INDICATED. -) 1 IV VI\ I I IUVV 14 V
1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) S
SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE I
INSTRUCT AND OBSERVE DURING CONSTRUCTION. 1
11. A
ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM -_------ __._ _--_____.-_____ ®_.-,_,_. ®__-_..
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND T
TO CITY OF CARMEL STANDARDS.
IN THESE S
6' W
RMATERIAL I
31 SOUTHBOUND
SHALL NOTIFYNTHE ENGINEER GINEERi MEDIIATEDLY.ONDiTIONS T
WITH SELECT GRANULAR R
12 I
INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 3
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN 7
7. A
AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT 1
13. D
DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS.
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. R
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY M
MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY 1
14. D
DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE -
COMPANIES SO AS NOT TO CAUSE DAMAGE. U
UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE C
CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS.
DETERMINED AT THE TIME OF CONSTRUCTION. -
- - -'° "
EDGE OF ASPHALT
-
- - -- - _._._.__ -
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PR. VIDE P S_ ITIVE DRAINAGE WITH -OD_. _ G.�fFl-AL1: aRE7�S: �rFT€R_..__.. _
_ ._.__. .
- _ -- -- - - --
INSTALLATI N, CONTRACTOR-TO-TEST TEST FOR, AtJb CORRECT, IF ANY -
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SCALE: 1"=40' o
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15
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in
°' _„ - I— LINE d-
1 t MA'NJ FOR NORTH BUILDING a0
To FDC TER SERVICE DETAIL TO FDC
i 11 1 AT CONSTRUCTION PHASE , ,_``.. - XISTING TELEPHONE LINE SHALL,BE A
i - I BOUNDARY}'. 1 SCALE: 1 -10 --
STORM STIR. #110 i STORM STR. X109 STORM STR X100 RELOCATED OR RPLACED AT A
TYPE 'E" INLET !r TYPEV INLET TYPE "E' INLET �\ �% SU41CIENT DEPTH TO ACCOMMODATE _ --..� , . . - - --
WJ NEENAH R- 4213 -C CASTING ' Y#-WEENAH R- 4215 -C CASTING WJ NEENAH R- 4215 -C CASTING t% �t PROPOSED GR/�ES. WJ IEF.MAH R- �,�15 -C CASTING i 3r6'Pt �
- l TOR- 881.00 TOR- 861.00 "" \ N 1'1 W TOR \ iCauc�r.e5s.e5
V -8'47 8 ���' INV- 858.25 INV- 858.00 i , ,J OVERHEA�U(IL11iESRUN \ � I W.- 857.88 �� - SAWCUT i� wewca5zm
�j r PAVEMENT \ �"
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- _..�__,._----- °- - --- -- en,re- --= --- nncr----- ernr-- ----eM - -° -- - -- - - -- °- - -- -- - - - - -- -- - - - - -- - - -- -- - - - - -- -- - -- - -__---_-----------
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.. -� QF ASPHALT �
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sA.WCU r � EDGE OF ASPHALT
,� 222 LF. OF 177 LF. OF FRONTAGE ROAD 190 L.F. OF 15 \ �,, RIB `N �� -T �- d� �" ICI N T R �
4 "x1'- "x6' G ") �'
f PAVEMENT. ' 15' RCP
a ,� 12 RCP (APSHALI- PAVEMENT) RCP 0 0.38%
I .E. �• --- - - - - -- 00_44x- -- - - - - - -- EDGE OF ASPHALT o 0.349 FDGE OF ASPHALT - - - - - - -- - /�_�. lm�zlz
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r: - -_ --._ - - - - --
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• z� B' 863.13 15' NON EXCLUSIVE UTLI -- - -\ °P ±Y�- - - -- 862 - u ,%- uGT UGT PROPOSED 21/2•' SANITARY �
I - -- ��.' _ - -- - - -T- - - - =-F862 - - - FORCE MAINS
'? 863 -CONCRETE._ DUMP ER - - - _862 �ONSTRUC �
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YI;. r
�, , PAD (SEE DETAIL 862.00 4 r1' ENTRAt� t^
_ _ - 861.x°5 -
- - - -� - - - - - - - - - - - - - - - - CONCR T.E�bUMPSTER
I - 1 GAS tulE 230' OF 15" PVC 5 ORIvI..STR 101 - - ', , PA {SEE DETAIL) per•,
- -
I; _ ._. ...... _ _.._ .. - ROOF DRAIN INV. - 854.50 C.O. m C.O. E 'E" INLET INV.= 858.71 N�.- 859.8`. METER -� i -- :i ', SYMBOL LEGEND 0
PROPOSED INV.- 855.64 INV. - 860.01
T _ {
o� r _ _ `15' OF 15 PVC FROPOD I
-. I TRANSFORMER 15' OF 15" PVC; " / NEENAH R- 4215 C A 'TIDIG 8 G 11 230' OF 15 PVC
11 CA ROOF DRAIN TRAN ,FM 864 a m d
I I ., -" ROOF DRAIN, PRIVATE LIFT QOF DRAIN TOR = 861.50 • PROPOSED - - - -- •` ,�' EXISTI,NGGHAINLINKFENCE � w
., PRO SED INV.- =855.7 STATION INV= 858:40 4 ,- -, -- N''. � S = m
GENERATOR cas cas- CAS �:i z M
T: 861.49 GENER TOR - _ 1 E.-
t . aEi2 0 YELLOW " I, �� Y� NOTE: R -wrn -wrn- - _ M U p r z
. ASPHALT I, :' +�, - .; 862.0 PAINT 4 •- .. -... C.O. _ _ GOf1TRACTOR SHALL COORDINATE R �� � YELLOW -- ��� _ - -ucr -- ucr - -- UGI _ UNDDRGUNDDTEL PHONELINES �^ -W3, r-- a Q U W
I `' 862. 1 STRIPING INCOMING WATER. LINF LOCATION - w
ov♦o - ovHO O Z O Q
E;,, PARKING AREA ; �� _- • " �� -- _ F.F. ELEV.= 862.5D WITH PLUMBING GGNTRACInEt_._.. - PATriT PIPING - OI�LD= OVERHEADUTIUTYLINES c� O W 1 oc F-
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-
I _ _- /`. F.Fr ELEV = 862.50 - a c� r g I a �n
1 1 --107 LF. OF 5 ( � C x. I �' 106 L.F. OF 15' _
�:I - -- 40% --
_._ . -.._ _... .-
_ 1 15' RCP - - I _.- I , `. .. _.-,�'`� I RCP ® 0. e - -
PROPOSED NOTE: GRADE.
_ _ ROW RICHT OF WAY r o
r I - -- o 0.499 _ \ _ - - - CENTERLINE (RIOT OF WAY
5 G.O, '
C}ZE - __ ._- r -DROP 9- - STORM STIR. #103 -- j
KNOX BOX _ _ ,; _ KNOX [30X _ ... ..... ......_.. SHOWSEXISHNGfI • ��+ O e`�no
- SEE DETAIL FOR „J- R,AD1rl� A7 I 0, EN (1Y � TYPE J° �N1.ET R
0, ;; NO CURB ALONG H.C. PARKING �` ORINEWINDIRECHGW
J o _-._ __ - ' LQCkTtON STALLS. SEE DETAIL ON SHEET \ THIS SHE i_LOCATION U
STORMS 11 ( --... �;; {SEE DETAIL ON SHEE -5, 1) W/ NEENAH R- 3�$Z -10V CASTING - -�'0' -- \ 86 MAJOR CONTOURINIERVAL =fLVE 5 FEET 4 .h
_ C.O.
f . I I I. ___ _ INLET TYPE 'J' �� ° "' � - _- _ ._ . C5.1) _ ^. - B i c Yc; E s r CR A G r_ TOR= 860.78 - - - - * . � `, P _PLATTED BEARING AND DIMENSION' MINOR CONTOUR, = ONE ��f011T Z .q j". 1 �
W/ NEENAH CASTING °° D = DEEDED DEARINC AN DIMENSION C = CALCULATED BEARING AND DIMfNSII,N 1�1 t+C fZ 11 - -- - -_.... . -. 10'x10' r;Or c. PAD INV =857.26
� 'E 4 - _- -- I.Sff = I OCAI SERVICE ROAD M = MEASURED BEARING AND DIMENSION
_ ._.
R - _ OR-860.70
W z v ��
-) .76 - ._ . - 860 ~ ~ 862.03 - -- to -,
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6 U; Y - - - 862.43 ; _ EXISTING SYMBOL LEGEND a w a 1. 862.03 8162.43 r
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859
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\ ! - I 4 ~ I - IFLECOMMUNICAIIONS MANHOLE z ° a
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` /` R ® ®® ® ® 6 .1 PR IC. WATER VALVE
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I 4 N T ; TELEPHONEPEDESTAL 2. OVERHEADUTILIII POLE '��
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0 " t' - -- - -- - - - - -- - -- -- _- --_ _ C4 GAS VALV£ ' `� SECTION CORNER MONUMENT (ASNOIED) `„� �
ME z e PROPOSED -- -- 66 LF. ® ® - - - - -- - - -- ® ® - -- - - - - - -- - -- 272 LF -- - - - -- -
�'` __1 ' -- HYDRANT 18" RCP �- �� 061 PROPOSED FIRE RCP 00.609 ' 6G GASLINEMARKER
m \• 1 - -- - O 0.69x 1 -CROP FIRE - -- DEPARTMENT - GRADE. - -- _ -
' °I I -- - - - --- RTME - - -
1 1 _ CONN CTION_ -_
--_- - - -- _ -__ - -- --- -_ - -- _- PROPOSED GRADING LEGEND �QN
- -
- - -- -I - - -- - -
d - - -- NECTION OPO i ~
, 1 I 00� -- - - -- PROPOSED -_._ - - - - - -- - - -- HYDRANT __.- -j- - - -- -- - -- - -- - --
-- 1
, ' HYDRANT -- - - - -- -- - ____ - - - - - -- -- - - -- - -- -- - - - - - -- - - - - -- - - - - -- � M.E. MATCH EXISTING `4
I o, � _ - -- - I V we 2 .
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- - - - --
e I ---,-- �rOQ _ CURB m
BC BOTTOM OF C
' -� t - - - -- - - -- - - -- - , TC TOP OF CURB U a v> "I _A'
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NEENAHE "f F ,Y i FLOW LINE
N
4 - - - -_ -
' I 899 TYPE 857.39 5 -C - - - -- -- -- - - - - - ST -\ 1 -- - - - -- -- - -- B a) I PROPOSED WATER LINE
- - -- _ RM 5 04 0 �,
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12 / I V -854.9 � - -- ST'4)3M_� �.O$
- - -- STORM 0' \ Ik -_- $TO X11 INLET 'J' - -- " , - -- - -- L E/T PROPOSED ELECTRIC & I
HP 859.36 - -_ - - - -- S - -- - - - - -_ +- - - -- - -- - -- CAS G--- -- -- - s,�" '' TELEPHONE LINES
a , o h \ TYP ERN -5-C E R- 3455 -C , k 3 S ?.t'.
�S9 0 TING ` NEENAH CASTING I TYPE R- 55-C__ �`a _ _ \,. ,�
Z \------ - - h IN - 854.63 f,' `�`• PROPOSED GAS LINE
'. - - --
N ; 3 C - -TOR =857 - -- I - - _ - -- - - 9 -- - \ '
--
5 �' �_-_ 00.32% INV - 30 INV- 834.30 ! PROPOSED FORCE MAIN F_
-- - -------- - - - -- - - - - - --
_ - --
\ I \ HP 858.91 HP 858.91 ., HP 858.89 -- 11
In _ +-- -- - _ .._,_,_ _ - ._....... -_- _ �_ .w ___- ....,. -_ _ _.. .. '`_ .- _... --._ ._.- ..--...._r ..._.___w_. -._ _ ................ BC 000.00 CURB ELEVATIONS W
-- _ __ In w
o - -.. -• _ -� _ 11 L . OF 4 i 1 L . OF - -- _ 1 " L F. OF -' RCP 1 i'
i- - - -- - - - - - --
i - - - - / 19 ( OOO.00 SPOT ELEVATIONS ,�
w . 0.1 0.21______ _ 9. 3 . O O. C 9.93 0 ;
z I ~~ SaD i 4 - - -. 6 TC 859:27 r., 9.43 - -- - - - 4 C - -- � I E �^
1 I - 7? 6 $58.1 .77 ' __ rn I Vl
I I ~~ i B 3 I 1 NOTES•
C i 8 73 Z
Z q 859.50 I \~ Bg9 - F I ;
�ROPOSED OFFSITE 1. WHERE WATER LINES AND SEWERS CROSS AND THE WATER Z O Z
Y 1 ' �� I 3Jp• I DRAINAGE EASEMENT Z
y ,. I c �, LINES CANNOT BE PLACED ABOVE OR BELOW THE SEWER
a F V. 1! h �' Q J Q
D Q, I (SEE SHEETS C3.1 WITH MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, THE Q 11
3 Ii ,• �v i 00 I 8S� `1p �/O 1 E .. - ' I I & C3.2) SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE /1 Q
v t
/�.
I ® I 8j ~~ I QUITCLAIM DEED DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC Q
;G ' w. -.. ��� _ _.. - a 9z ^ a5a.35 85a.3 a.93 ` 855 35 9.2 Tc 859.79 i PROPOSED 20' DRAINAGE T NO. 2003- 00046802 (S.D.R. 26) SEWER PIPE WITH GASKETED, rr�� (� Z
0
EASEMENT
COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER W
" \ SEND SECTION ~ - ~ _ 859 6 7 ( 12156 01DiAN �MIAES, uC []
P i i \ 't -INV- 8_54.65 I 859 860.80; I 85 .46 1 9 ! i - - i LINE.
11 , �\ ~ - - - - - -- -_- 859.30; ' NECT I RECORDED ON MAY 14, 2003 W I
• \ \ .t` C 859.65 SURFACE f ' I p® 2. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A Q W
U ,, �� I TC 880.15
'> I q ` !' l ` B 85 8 ! 8 9 60. 58 9 DR IN TO STR. I 9 411 MINIMUM SEPARATION DISTANCE OF TEN FEET CANNOT BE
„�, ` 2 ACRES L= _
Q ,......-_... `M '_ � \ ~ \ . a ' II , # r - - '. -__.__ - - - -- .;:.�, ' N 4 MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER Q_ r '-
BOTTOM EL�l/.• 857.901 854 � Q
a
1 ' °� i _ -- --- a 859 _- I 'N ST TR. /114 WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS v
0 `. w 859 11 ERD� i ',: I _ - -- = - - -- _ __ -- - - -_ _- _ - - -_ - - -- - - - - -- - -- - --- - -- __ - -- ✓ TYP ANHOLE OR PLASTIC S.D.R. 26 SEWER PIPE WITH GASKETED � w' 1 11 - SF ` ` r- -- - -, r -
- �- -.,.�• 859.50 - - -- -. _ - -- - - - -- -- ---- - - - - -- - -- I n-"
F. OF i _ r WJ N COMPRESSION -TYPE JOINTS. � m Z
`` - ~ ~ ~ _ O 0.1 -�-- -- 854 __ 1 2 t . H Rt MATICHSEX STING NOTc: r- n C 1
9 N - _ ~_, __ 'I-- - -- _ - . _ __ 0.19x INV.- Al2 4 G z V
DIAN
- -- - 8b0 - - SCALE 00.39 GRADE ' �- \ CONDITION AFTER INSTALLATION 1�xf� ASSOCIATES u.0
•ti, ry" -�,.,. ._ �-� � _ -- � 00 YR. ELEV. 857.99 BOTTOM ELEV. 853.00 - -- -- -- - � IzECOROED ON MAY i4, 2003 ,�
Z �I' ___- _- I - - __ __ _ I __ - _ - _� OF STORM FEWER. EXISTING z zw
'.,` I v4 � ,,. Y - -- ' r: -- - - -_ -- -- -- - -- _ -- - --- 854 -- -. -_ -- -_ - - -- ASPHALT PARKING LANDSCAPING SHALL BE REPLACED DEED TRACE III w �U �. r
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- !_: e� - - . EASEMENT
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i P! € r - -:. ! � END SECTI 6 PERFORATED ' - - 5 r
4 2 CASTING 4 v�-,
��. s �� � INV= 853.82 - _ CM _ ... _.
0 I. i •• I -•- _... ! "`M.",,, I 1 _ I i SUB SURFACE ? Z
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I �' ` �� ;} ~ ,~ T ���` -os� _ i \ 1 17 LF. OF 4 °�� _.= =' 370' OF 42 R O 0.19? ADE GFANULAR- BACKEILL R 'D. - a o X
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3 °� ° �- / �U CAUTION I I 0 0 0 0
11
1 • • '+'' o 8 ` O
i �N I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES < 0 0 0
20225 S.F. Q
' o SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
I, �''� I I � EVIDENCE ( including, but not limited to, manholes, inlets,
W "� i L \ 15' D do U E valves, and marks made u on the round b others AND w
RE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
- �` EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
<4 DRAWING N0. SHEET OF
L "�, i t _, - - � .q� ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND 1. EVIDENCE AS OBSERVED. THE EXACT LOCATIONS OF SAID
? Y...� Rc 11 11 � w S '�9 EXISTING JNDERGROUND UTILITIES SHALL BE VERIFIED BY
_.._...._ _ _. _ _ I E CONTRACTOR \ " L f we
Uj I � � \ °:Z�t V, � �r THE PRIOR TO ANY AND ALL CONSTRUCTION. C3.1 11 �� _, IZ� 1- 800 -382 -5544
89
l CALL TOLL FREE TITLE:
PROPOSED GRADING AND UT1L. PLAN
H i� � 9
a
I-) ', ; '. i ``.`, _- _ �` o I PLAT OF �� � - UNDERGROUND -
INDIANA
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