HomeMy WebLinkAbout035.89 SP North American Park Plat.Standard DetailsSPECIFICATIONS
Seeding Specifications:
Z4 PROPOSED PAVEMENT
• 1. Swales/Grassed 1'laterways: Permanent seeding shall take 1. Contractor shall check with Engineer prior to start of construction
2 lace between t"arch 1 and May 15 or from August 10 to verify date of plans. Minor changes may be made if all reviewing i
I 2 Conn C Cu R E3 • PP October 15 with the following per acre: a
. novels are not granted before bidding. Changes in cost shall b(
e° negotiated prior to physical construction based on unit prices subs
I °o. j 25,? Kentucky 31 Fesque on the contract documents.
74 FT �a FT 4 GRANULAR 151 Kentucky Slue Grass
�-�- >;s 1, 2. The Contractor shall contact all utility companies to locate all m
�e: ep►.E BACKFILL t. 1000# 12-12-12 Fertilizer
3� "►' e" 4 conduits, service lines, etc. in the construction affected area. 1
0o0 ° c
CC, 000. Z _ 30M, Mulch (Straw)
D �On 1 r
I 1 I
�,o• utility structures are shown here in accordance with available
`I" a 11 ICAC . SURFACE a. 2. 1 f grades are estab I i shed between i•;ay 15 and August 10, a information. The location and protection of utility structures an
• a. a CONCRETE ENCASEMENT (2000PS1)
3 r N -A C B(N DE EZ �' �jvi5y temporary seeding consisting of 40,, of Annua I Ryegrass facilities, i hies, their support and maintenance during construction (in
8 C�A!PACTED'S53 STONE BASE TC=B5.5 �QADE shal I be planted per acre. cooperation with applicable utility), is the express respunsibilit
p- PIPE AS SHOWN ON PLAN
Contractor in the performance of the Contract and in the preparati
COMPACT 5USGRADE. To �Sio STD. PRoCTCR� 'III-hl�ill
4' 4' - 3. If grades are established between October 15 and •r� the bid.
SECTION
Mlc+. Mi =11 December 30, either Rye (grain) or i' heat may p used at the rate,ST����CRO55 :o��:, ::;o :>.: DCCT of 2 bushe I s/Ac. Oats may be used for early spring p I ant i ng at the 3. Backf i 11 around al 1 structures and in al 1 trenches beneath paved a
N� _IN ., // `� ZI'PVC(0004/ CT rate of 3 bushels/Ac. All grains should be cut at time of with granular material.
UNDISTURBED SOIL ELEV. BZ.3 �� To /5" eCP) permanent seeding. All grains should be cut prior to seed
maturing. 4. All tree stumps, masonry and other obstructions shall be removed t
minimum depth of two feet. Topsoil shall be stripped full depth u
�S 4. If temporary seeding is established prior to permanent building sites and paved areas. All depressions left by the remov
CONCRETE ENCASEMENT DETAIL 3/o"�OAIC PIPE P/r seeding, the mulch may be el iminated except In "bare" stumps, etc. shall be filled with suitable material. As a base to
DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE
��E�yy #e39,?�j areas. fill material, ground shall• be scarified or disked and compacted.
"-
IA IN
O:MLNSIONS
IN INi'HP.'
UIMLl4SIOfrS IN iNCHLb
uUDY
I. 11/2
W 2
NCHEZ)
GAuL
A' r I
ti'(rnu.l
H + I
12
16
6
6
6
15
s
7
b
6
IB
16
d
10
6
21
16
y
12
6
24
16
10
13
6
30
14
12
16
d
36
14
14
19
9
42
12
16
22
II
46
12
IB
27
12
54
12
Ib
30
12
60
12
IB
33
12 ,
66
12
le
36
12
72
12
Ib
39
12
78
12
Ib
42
12
d4
12
Ib
45
12
TINE
UTA IN
INCHES
O:MLNSIONS
IN INi'HP.'
APPHUX
SLID PE
uUDY
I. 11/2
W 2
12
21
24
2 1 /G
1 PC.
ID
ZIi
30
2 1/2
1 Po
Iu
31
36
2 1/2
1 PC.
21
36
42
2 1/2
1 Pc.
24
41
4tl
2 1/2
1 Pc.
30
�11
60
2 1%2
1 PC.
56
60
72
2 Ile
a PG
42
69
u4
21/2
SPC
44
Ya
90
?. 1/4
2 Pc
:Ki
b4
102
2 -
2 pc.
60
b7
Ihl
1 3/^
3pc.
66
d7
120
I I/2
Cyte
72
U7
126
1 1/3
3pc.
7d
87
132
1 (/4
3K.
U4
d7
13d
1 1/6
3 pc.
lU.
NINE
SIZE & CUNH.USAGE
GALJANILED
STEEL PIPE
i YPE
GONIN
ROUND
44�
1
12' THRU 24'
44;
2
30" THRU 30'
3
42" ThRU 84"
Fill material: shall consist of earth obtained from cut areas,
EGEV 78.50
NIPE - AHCH
Id"AIL THRU 58"X36"
2
• 4+
3
65'A40"THRU b5"A 54'
STANDARD CONNECTIONS TYPE 14 1 SHALL BE CONNECTOR LUG WITH THHEAUEUHOU.
iYPE'cs2 tmALL BE THREADED RUUWITIf HOU HOLDERS.
TYPE 44 3 SHALL BE RIVETED UH BOLTED CONNECTION.
NOTE . STANDARD DIMENSIONS FOR GALVANIZED STEEL END SECTIONS FUR PIPL-ARCH MAY BE FOUND ON
MISC. STAirDAHOS SHEET E. UATED JULY, 1972 ,OF THE INDIANA STATE HI3111WAY STANUAHU 5PECIFICATIONS.
DJ rM
LOCK SEAM OR RIVFTFn SEE STD COI+NEC110N
STUB SRALL 6E USED I NGTE,THIS DETAIL. „
N ITh STD. STEEL END SEL RElhFORCED EDGE. L
7_71 �- - 5LOr'E
OATS OR R-vE Y S
J I
1GALvn IZEO 1 U2'c.c. MAX. SPACING)
/ STEE TYPICAL CROSS SECTION
IA1 w - -I PIPE OR PIPE-ARCh WiThtt3
TrPICAI ELF VATION
TYPICAL P(.AN CONK TO LOCK SEAM OR
RIVETED STUB.
FINISH GRAIPE
BACKFILL TO
OUTLET ELEV ��•
WITH RIP -RAPT.
I/3 0�� / `BOLT OR wftC (�Z� TO TOE PLL
ATE
ZA7 1 10 GA.' ETAL(ISHA SPEC.)
STANDARD STEEL END SECTiQN DETAIL
SCALE NvH
�I�jr�rr �✓�/
,J I W 7495 with TVpt N11 Right Hand Grate
Apptu•. 350 Sq. Inches of Opening
For lett hand flow, order M2 LH Grate.
HEAVY ^"T
E J I Lt/ 6490 Approx. 470 Sq. Inches of Open ng
76
HEAVY DUTY
NI -h -.d
M.. 5*
J 1 w 1022 SERIES with Type A Solid Cover All covers and grates illustrated with 1020 Series
Type 8 P.dorateu Cover has 12-''•'• DIa. Holescan be furnished with this unit.
Tor.! Wt w! Tor.! Wt Wr Tol.l Wt Wi Tau! Wt W/ Tow Wt Wt Tout WI W/ Toul WI. Wt
Y
E. "D Cover n... Co.. M.a Co.., MI(iuu W4G,.,. N GG'.1.Ul Gr.I.
C. Wap ho
1022-1• 3258 3008 2b5/ 21-t5I L9� 275i 275E
IU22-2 3W 335 500 330 330 310 310
4W 340 370 370 350 350
1022-3' 375
'Unit is available as Pressure Tight Assembly, ref. page 41.
GA"vt Se°I Covers 6 adlustrng rings are also available, ref. page 43, 1020 Series.
10221 Is ava,lable wntl ophonal centennd lugs.
• When .,d .J .PeCIfY IYP4 of Cover or grate required.
ERTIFIED BY
NOT TO SCALE
HYDeD�l7AT/C
bon
2s1 - -.
TOTAL WEIGHT 385/
,J I W 7495 with TVpt N11 Right Hand Grate
Apptu•. 350 Sq. Inches of Opening
For lett hand flow, order M2 LH Grate.
HEAVY ^"T
E J I Lt/ 6490 Approx. 470 Sq. Inches of Open ng
76
HEAVY DUTY
NI -h -.d
M.. 5*
J 1 w 1022 SERIES with Type A Solid Cover All covers and grates illustrated with 1020 Series
Type 8 P.dorateu Cover has 12-''•'• DIa. Holescan be furnished with this unit.
Tor.! Wt w! Tor.! Wt Wr Tol.l Wt Wi Tau! Wt W/ Tow Wt Wt Tout WI W/ Toul WI. Wt
Y
E. "D Cover n... Co.. M.a Co.., MI(iuu W4G,.,. N GG'.1.Ul Gr.I.
C. Wap ho
1022-1• 3258 3008 2b5/ 21-t5I L9� 275i 275E
IU22-2 3W 335 500 330 330 310 310
4W 340 370 370 350 350
1022-3' 375
'Unit is available as Pressure Tight Assembly, ref. page 41.
GA"vt Se°I Covers 6 adlustrng rings are also available, ref. page 43, 1020 Series.
10221 Is ava,lable wntl ophonal centennd lugs.
• When .,d .J .PeCIfY IYP4 of Cover or grate required.
ERTIFIED BY
NOT TO SCALE
HYDeD�l7AT/C
bon
5.
I f grading occurs during December, January, or February,
Fill material: shall consist of earth obtained from cut areas,
EGEV 78.50
5P �/
no seeding to take place till spring planting time;
or other sources. Earth shall be free from vegetable matter and c
•/;-r-.'
however, it Is imperative that all sediment filters and
deleterious substances and large rocks. The fill material shall t
traps are In place prior to bulk earthmoving or
in layers not to exceed six inches following compaction. Moistur(
clearing.
of fill material will be such that compaction to specified densit!
possible. All fill beneath paved areas, floor slabs and future bt
6.
All areas along street (approximately 25 foot behind
shall be compacted to at least 95% of the modified Proctor maximum
curb) shall be seeded the same as swales.
density (ASTM -D-1557).
c'/rmte
UU///P FIT DEFIFIL
7.
A I I I ots where grad i ng has occured, sha I I be seeded with
TYPICAL VALLEY GUTTER
-
i\I
the temporary seeding process.
2:
41/2"
No 5c,19Z
EARTH BACKFILL
lb
-
8.
r,• -.•=Q
All dates shown are nominal, and may be varied with concu of
Soil Erosion Control Summary
�
- -
the engineer or the LocaI Soil Conservationist.
f t t'on activities to cc
- III LOW
POINT
O :p N
tD
CO . d . : (D
13" I
24"
*MAY BE POURED
MONOLITHIC WITH
STREET FOR CON-
CRETE STREET
ROLL CURB DETAIL WITH VALLEY GUTTEIR
SCALE •. NON
A_ I
(�_=�II=
111
it
l=ill
Rol I Curb wRQvQrsQd
Golifor lope no coie
et
L T
A \ I / 1/2" CEM.CNT PLASTER/
- -- BENCH • ��. f?- CCNC BRICK I u�
CONC PAD -rL
NOTE ALL JOINTS, HORIZONTAL B VERTICAL TO BE MORTARED
WITH INTERIOR JOINTS STRUCK FLUSH.
BACKFILL Wi No 4 S70NE
SHALLOW INLET
- , ---- - - ---- NO SCALE
EXISTING GRADE
3
\ I
IF / PROPOSED GRADE
UNDERCUT SWALE BY C.21
TO ALLOW FOR FUTURE SILTING
TYPICAL SWALE DETAIL
SCALE NONE
0
•' �,��QCQ �JeII N AC�
b1nCJQr(0--i ICAC)
G. -5b-Q ( x S 3>
PCVaM(-?r)J
X -")(260n
(no s2oFnrklnq oFC.0 G BL- DG. 5 7'0,q1,10E
NOT T BENEATltA
-PAV r,^ V N'T BS" C M FACT ED
To q j'/o t �jO V G IES 1�ROC_TOF�.
4
bindQr(�� NAL)
13, 5�1a (w S3>
X-faclion
Pcva,� Qn
((yp .:ice IN ST2EE'7 S WE57 PREF/4/6 LOT 4f DOCK A'0ER
bU10�'RA`OE BENEATH
PAVEMENT To Be
QRoRc-ctOQD
' ro gSioMo�
RIP -RAP
SAND
�-FILTER FABRIC UNDERLAY-
."
NDERLAY-
MIRAFI 140, BIDIM.
TYPICAL RIP -RAP DETAIL
ba_OPE ('q" Pf`_,C POO"r `It p• 1
a � • � � . fr tt
'V ASPHALT
a. PAVEMENT
•'o O• •a o IJu
12" &II 0
CoMf30,JED WALK � CUKS DETAIL
R E V I S 10 N S PAUL I. CRIPE, INC. is CIVIL ENGINEERING
•
7172 GRAHAM ROAD LAND SURVEYING
0ARCHITECTURE
INDIANAPOLIS, INDIANA 4625 - , A r,,, A „L
S E PTC SY STEJ-i NOTES '•
1. Construction methods shall comply with Hamilton County Health Department and
Indiana State Board of Health for construction of a mound system.
2. Construction of system will be done when soils are dry.
3. Finish grading over septic field will be done to obtain positive drainage away
from field.
4. Septic system must be constructed by an installer approved by Indiana State Board
of Health.
5. Contractor shall notify Hamilton County Health Department prior to construction to
arrange inspection schedule.
cRoss-secrioN
4' to r 41
PLAN
HANDICAP RAMP DETAIL
(J40 SCALE)
BLUE o
WHITE -
REFLECTIVE FACE
MATERIAL J .n
v
b0 GA. ALUM. SM►p�APPF�
PAHc/MG D
CnAhhEL POST 12•
(2i/FT.) 7'-0" LONG SL� SIDEWALK
SIGN l SIG51 POST TO BE t i � �
PRE -PAINTED GALVANIZED�_' 12` '
STEEL
A NOTE:
;t.
r.. SLOPED CONCRETE PIER
POURED AFTER SIGN IS SET
I 4o I NOT TO SCALE
L-•=�
HANDICAPPED SIGN
l�IEESc/Fjy
R-3938 Offset Roadway Scupper
with 61, Outlet
Heavy Duty Total Weighi 320 Pounds
ai zj•
ze1n. :o
r
2 :o
The following Is a 11ST In sequence c cons nuc I
erosion:
1. Contractor shall install sediment traps and straw bale
filters, as shown.
2, grade the site (sides of swales, mounds and ponds
be seeded and mulched immediately upon completion).
- Temporary seeding sha I I be reca�lmended for al I swa I es ai
disturbed areas that cannot be final seeded within a til
period that will prevent slope erosion. For temporary
seeding the contractor shall utilize a fast growing see
of either oats, annual ryegrass, wheat or rye depending
on time of year. Disturbed areas should be kept to a
minimum at all times.
3. Contractor shall. control mud accumulation on all street
surrounding project by installing stone surface at all
where construction traffic leaves the site. Dust shall
to a minimum by utilizing sprinkling, Calcium Chloride,
Vegetative cover, spray on adhesives or other approved
4, i•lalntain all filters and traps during construction to i
any blockages from accumulated sediment. Additional s(
and straw bales may be required during construction as
by Engineer or Soil Conservation Service. Rip rap sha
placed in areas of high velocity stream flow (minimum
1/3 cu. ft.). Payment for additional straw bales shal
at the Contractors expense. Payment for additional rid
(not shown on plans) and seeding shall be paid for on
basis.
5. Contractor shall install all sanitary sewers, storm se
subsurface drains, and water mains. Straw bale filter
be installed at all storm inlets (including street inl
6. All proposed street areas shall be paved as soon as po
after subgrade is prepared.
7. All disturbed areas shall be seeded and mulched as spe
below. This shall include all building pad fill areas
8. Contractor shall remove all temporary erosion and sedi
controls only when there is a sufficient growth of grc
cover to prevent further erosion.
STORM Sr•.rFR �PEf I F I CAT I ONS .
1. Standard spec Ificatlons of tho City of Carmel and Ind lana State hlghwoy
shall apply for all work and materials. Pipe shall be Installed In
accordance wlth Suctlon 715.
1 Al storm sewer plpu bhulI bo reinforced concrete pipe conforming to ASTiJ
DcalgneTion C-76 Class ill, In accordance with Soetion 905, or corrugated
mem aI pipe conforming to AASHTO-1.164•In accordance with Section 907.
3. BcckfIII around all structures and cuts under paved areas with granular
r..:turi;I In accordonco wltri Section 211 and 715.
4. Sc:e st;;ndard detail shout for construction dirranslons of storm structures
btanhcles, Inlets and catch basins shall be In accordance with Section 72C
5. STcrm sewer dischargu arfias and inverts are tentative and are subject to
field riodlficatlons by tho Engineor or his representative. The ContCacto
will be relmbursod for any additional labor and r�terlals necessary to
canplete any modlticutlons according to the unit prices submitted by the
Controctor on the Contract docurronts.
6. Tne Contractor shall provide at least 11 of cover over all storm sewers.
7. Rip -rap shall be a minimum 1/3 cubic feet in size and a minimum 18" In
depth. Dimensions for rip -rap on this plan are far estimati-j purposes
only. Actual best placurrunt of rip -rap shall be deferr.ined by tleld
conditions and shall bu in accordance with Section 616.
e. A11 C-cinage pipe and ditch outfalls to receiving streams shall be
consTructed In accordance with drawings, subject however, to any
roditic::tlon required by City of Carmol at the time Installation Is
corm,pleted and to any adjustrrionts noodod for field conditions not
adLquatcly anticipatud by tho design drawings.
CND TO RECCIA VICTAULIC COUPLER Furnished standard in Ductikiron grade 65.45-12.
TYPE 44 (NJT IrUNW5HED)
(r7 BE USED @ revcr DJCL,)
TECH. CHK. DRAWN BY SCALE DATE CLIENT oem 1qnEe/Ci9N OxFllvo
.& IWAIE 11-ll0 8� /7 /�
DFTNG. CHK. DRAWING TITLE
SraA in Ovl) n,c rAii 4
DWG. TYPE I FILE NUMBER