HomeMy WebLinkAboutPacket..East Elevation,
Retail/Office Building
Carmel City Center Block 9
Hoosier Realty Investments L.L.C.
West Elevation
North/South Elevation
SBREE& Associate,, Inc.
~ Arcfiitecrs
97 Dover Street, Avon, IN 46123
017) 272-7S00
Fax: (317) 272-7808
E-mail: sebree(~sebreearchitects.com
http://www, sebreearchitects.com
?¢-2' (OUl lO OUT O~ S~JOS)
/ ~-~ -'~ANITOR'~
,.~
/~ RESTROOM , ~
,- WALL LEGEND
ML v~ e~ ~ a~ ~ ~1~
~-~ t~: ~ ~ 9'~ 5 1~ ~ ~ ~ ~. 5~' O.[B, ~-
~p ~ R-19 BA~ ~ · W~
2 x 6 ~ S~S 0 t6' 0.~ m~ 5~' G~
, ,,
1
~ ~ ~ x 6 ~ ~DS · 16' O.C, ~ ~
6'-11'
?r-2' (Ou~ lO OUT e' smos)
_.._..~ r._.-.~ r
·
'-
·
_-2-
10'-11'
24'-0'
6'-11'
7'-1'
NORTH
FIRST FLOOR PLAN
4920 - GROSS SQ.
4165 - LEASABLE S~. FT.
I't~/~/o~ I BL
_
I o~o-~4 I
1~/4' = ¢-0"11/4' = l'-o'
02074A2.1 __
FIRST
FLOOR PLAN
SHEET NO.
FINAL CON
TRUCT/ON
PLAN
PARC
CITY C
CARM
L
L g9
NT
R
INDIANA
VICINI~ MAP
N0 SCA~
OWNER/DEVELOPER
HOOSIER REAL TY INVESTMENTS, LLC
433 W. CARMEL DR.
CARMEL, IN 46032
PHONE: (317) 575-9400
FAX: (317) 575-9399
ATTN: CHRISTOPHER REID
, , .
NO. DATE REVISIONS BY APPR.
i ,
LOCATION MAP
NO SCALE
INDEX
SHEET# SUBJECT
1 TITLE SHEET
2 SITE DIMENSION PLAN ,,,
5 GRADING & UTILITY PLAN
4 EROSION CONTROL PLAN
5 MISCELLANEOUS DETAILS AND SPECIFICATIONS
PLANS PREPARED BY:
Dev~t Conm~nt~
APPROVED BY: TRENT E. NEWPORT, P.E.
INDIANA REG. NO. PE 19700381
JANUARY 30, 2004
DATE
AUTUMN DRIVE
-5' (Tm.)
PROPOSED TWO-STORY BUILDING
9,840 SQ. FT.
FINISH FLOOR ELEV. = 833.75
10 0 10 2O
SCALE 1'=10'
PARKING ANAL YSIS
OFFICE BUILDING RE(~JIRE)aENTS
TOTAL AREA = 9,840 &F.
REOUIRED RATIO = I/,:~:)0
REQUIRED SPACES --
TOTAL E"QUlE~ SPACES = 33
STANDARD PARKING SPACES 37
(9'x20' a: 10'x18')
HANDICAP ACCESSIBLE SPACES 2
TOTAL PROPOSED PARKIHG SPACES 39
........... Iiii ii i ii
l
PROPOSED LEGEND
(D ~.~ss .~'~ - ~ LA.D~C~ PLAN
LEGEND .mE DET~U~ PLA.~.G L~A~mS
~ ~UC~ F~NDA~m - ~ ~,G P~S
-C3 ~ ~ E UNDer.ND ~C~C UNE
~.}~>PO~ P~ DHE 0~E~ ~C~IC UNE ~ S~AI~T C~ ~ (~ D~NL ~T 5)
w/UmT
G GAS MNN ~ M~C ~ ~O D~W~ (~ ~NL
~ ~ P~ ~Y
MRE ~m~ v WA~ aNN ~ 5)
:[~:U~T P~ .............. ~ .............. S~IT~Y ~ ~ U~H~ ~ i" C~~ ~EW~ (E ~AIL ~ 5)
~-: ~S VALE .............. ~ .............. ST~U ~ ~ ~ANH~ ~ H~CAP ~P (~ ETNL ~ 5)
~ WA~ V[~ ~ B · STeM IN~
~/ R~ H~ANT T ~~ UNE ~ 5' T~ STYE PI~ AND ~T IR~ ~CE
(~ AR~IEC~R~ P~S)
[~ ~~E ~ CTV~ CAB~ ~~ ~E
-~- ~ FD ~ ~C UNE ~ 6' T~ P~ S~ ~N~ (~ ~I~C~R~
P~S)
c~ ~ ~ D~m ~T
C~I~S ~ ASPH~T ~ 1" ~A~ ~11 ~ 2' BI~MI~S ~ND~
~" C~PAC~ A~EGA~ ~2 ~ C~PAC~
I ~ ~ ~B~E (~ D~AIL ~ 5)
I t t ~ ~mu S~UCm~ (~ m~
, I I ~ UNE, PNN~, ~D ~1~, 4"
Ii ~ UNE, PNN~, S~D BLUE,
~ ................................................
................................................................ : ................................................ ~ ~ H~mC~ SmB~ P~N~,
LEGAL DE~OR/PT/OM
i~ ~l Po~ of ~e N~ ~ of ~ti~ ~, ~d pa~ of ~e
ti ~{ ~~ ~ of ~ion 25, ~ ~ T~ 18 N~h, R~ge 3
[:: ~1 EosL Oay Town.s, C~d, Indi~a, ~d more pa~l~y descd~ as
j~ ~ follo~:
{~ ~ C~m~c~g at ~e N~st c~ of ~e N~st Qua~ of
~t~ ~, To~ 18 N~. Rm~ 3 Ea~; ~ce ~ 89
~ ~ 12 mhut~ 13 ~ds W~t (~ng ff~ a ~y by
I~ }11 N~ l~e of ~ N~st ~a~ ~ to o ~nt
Z 1[ ~11 Hght-of-woy Ihe of ~d A~ue ~th~ ~d ~e P~t of
I} ~I Bqhnhg; ~ce ~ ~ ~ 12 m~ 12 ~ds ~t 16.55
f~t ~g s~d d~t-of-~ ~ce ~ 02 ~r~ ~ m~tes 15
~ Ii~l s.m~ ~st 123.~ f~t 0~9 ~ ~ht-of-~y I~ ~ce~
~1 59 ~r~ 17 m~ut~ ~ s~ds ~t 2g.gl f~t to
> Ii~ll ~t-of-way of 126~ S~ ~ ~ 89 d.~ ~5 minut. ~
Il s~ds ~t 135.17 ~t drag ~ pr~os~ H~t-of-wa~ ~ce
~ fill N~ ~ ~ 12 mbut~ 12 s~ds E~ 159.76 f~t to ~e
1~ pr~ ~ ~t-of-way of ~tumn ~; ~ce N~ 89
~r~s 12 mhut~ 13 ~ds East 165.~ f~t oleg m~ pr~os~
Ii ~1 right-of-way to the West right-of-way of Third Avenue Southwest;
I I I fl thence South O0 degrees 12 minutes 12 seconds West 6.50 feet along
" said right-of-way to the Point of Beginning, and containing 0.596
/ : I ~1 { acres, more or less.
.~ I ::
-L
' ! ~ L l iii ZONING INFORMAT/ON
.I II ~[t~ C-/013' CEN1ER I~STRIC
~ , I 11 ',!;i .......
~ .~ ~ ~ ',ill ..................
~ ~ .:.: ...... :::=:'~ r~,,, '
--== ........... '-'-'-;[;;;'" .... '=~' I C'I ' '
~ .. ,,~;, '.. ......... o ....... / ", ',,
'~ll" '~" ~"-""":"'-"~ ............... ' // / \ ',
IIIIIIIIIIIIIIIIIIIIIIIIIIllllllIIll~l I ["' / ' :: .... '=")'/"? ........................................... · ',,',,
/' ". ., ....................... Z .. ~ l / ........... ; ................................ '
_ - ...,::, i.-.---.
_._ --..- _ .,.~,/ .~// / ', ...... .
~ EX. APP. HALF R/W ":"~'/ '""/i !~ 'J / /
, / . .. ///
............... :--'".. _ ,,Lw,_ ~..__. ~ -" // /
SITE DIMENSION PLAN
'" PA ' c'i ENTE
RCEL ~ TY C R
~ ~"~%~o.~. ~ ~, ~, ~2 ~5
CiTY CENTER DRIVE
I I Il I I I Il I I I Ill I I I I
..,.1.1 .......... ~.L I1 I I I I I Il I .'~ .......... . ........ I I I I I I I I...... I I II I I I 'I'IH IIII I -- I I I I I I I11 I II IIIIII
....... -,__ ..................... ......... _ ......... _
.... ~ .............. ~'~ ~ H~T AT ~~ST C~ ~ ~ A~ ~ ~S ST ..... ~"~ ~ ~ PR~ ~VA~S
........ / '. ...... . ....
............ ~ ................. = = = m s::_s:~_m:~.~- - '~ GENE~L NOTES ..... : ...... ~e.::~::~ EXIS1NG C~T~RS
2.33%~
e.~z5 ~
0.5%_
,//
.
'\
·
0.5%
10 0 ", 10
CONTRACTOR SHALL COORDINATE MTH O~I~flER AND ALL
UTIUTES FOR U]IUTY CONNEC]IONS AND RI~PECTIVE
STANDARDS AND SPECIRCATIONS.
I
I
I) I ",,,
I:1 I ',,
SCALE: 1'--10'
CONTOUR IN1BWAL = 0.5'
PROI:K)$~ C~I'OUR INTERVAL = 05'
CONTRACTOR SHALL COORDINATE VMTH O'MtER FOR TREE
RB~VALS & OIHER S)TE CLEANm(; )lt~S. (SEE
LANDSCAPE PLAN)
3. SEE ARCHI'I[CTURAL PLANS FOR LANDSCAPING DETNLS.
UJ
Z
Ii
It
/
I./ I ,' ~
,/
' m 'RIM ELEV. = 832.99 ,"
s'o~
~800 PROPOSED CONTOURS
ZONING INFORMATION
C-l/CITY CDITER DISTRICT
/2,~s x 3'-0'
TYPE 'A ' MODIFIED INLET
COST TO ~ C~V/R4CT.
,...-,.i~-,. ;..~; ,-~-: .. /
oe ~ STO~ SECTION A-A
il! l)',iil TYPE 'M' INLET
IS ~ STt~W~ENT). 4LL FA~IG SE~ SH4LL .,,,
BE OORI~CTED BY 1HE OONTRACTOR AT NO !~ FRAC~ I:'A~
I ~t~ I trrO~' I"ttr,(r,~ i~:~0:'~.
i~l~ ~o~ r~ I o.o. / 4 I o.o./4 I
IPPEetzz IMgv.-4",i ~x-8'. ]
~ i i! R..EXlBLE PIPE BEDDING DERAIL
PVC AND HOPE PIPE
NOT
LL
:' "~ T-7 .............................
z --: :'~. · ' ........................ :-:: ........................ - ........... '",;'~--.
..... : ........... -/~ .......... : ...... y ........................................ ,' t~'; ",_
//11/ . -'
INV. OUT (E) ELEV. = 825.40
,
/
,/
///
/
' il
..-' INSTALL INLET TYPE 'Id' WITH 109.7
LFT OF 12'~ HDPE PIPE 0 0.50~ ' ..... ' ...... '" " ,. ..
DRIVE ........
CONNECT TO EXISTING 72'~ STORM ,-, ..-'" / ,-'
.~..~.~-~ ~"'.=, ... -- CITY CENTER. . ...... - ..... .: .... ........... --" .,'"
INV. IN (:NE) ELEV. = 828.51 .-'"
INV. OUT (E) BEV. = 828.4!.-' ' "'' i ....... /
== ...-'"' , .,.~- ,,,
D.S. BEV. 827;86 ,-'" '
, " i-/ Il Il ! "" i ! I'''' I " I
BENCHMARK INFORMATION
ACE ~ ~1 - CHISEI..ED "X" SET IN EAST BOLT OF FIRE
HYDRANT AT SOUTHI4CST CORNER OF THIRD AVE:. &: ADAMS ST.
ELEV. = 835.12'
I ZOIVIN~ INFORMATION II!
C-1/OTY CENTER DISll~CT I
0 10 20
SCALE: 1'=10'
PROPOg~ ¢~TO~ INTERVAL = 0.~
LEGEND
MULCHED SEEDING
::Z'.TZ:.".'.::-.Z.T.._~.....T.-_'.,:::.-..T.:.'.Z EXISTING CONTOURS
800 PROPOSED CONTOURS
!'I. [:::!'- SILT FENCE SLOPE CHECK
,"'-,",",-,,,,,,"-',-,,, CONSTRUCTION UNITS
Q SANBAG INLET
PROTECTION
VICINITY MAP
NO SCALE
: .......... ': ......... LJ: >,¢/ ',
SOIL MAP & DESCRIPTION
NO ~
~Y ~LT LOAW. ~ ~ ~ ~S.
~lS ~Y ~ ~ IS ~ ~0~ ~NS,
~~ IN R~NG ~EAS, ~ IN LOW
~NA~A~. ~ tS ~OW.
· :-:= =-~-~ ~ ~_~- ~_-,..-%- ~ ~.-=-~-~ _=-~.~..~.,,==--~-~.. ~ .... = .....
AUTUMN DRIVE ..............
EA (SEE DETAIL)
2.33%_
llt
!!J 1,1,1 :,o, (.,,.>
~""6" NO. 2 STONE
,ii ."
.,.
' '
' ~ SILr FENCE DETAIL
~ fl I
CI.TY C E NTE,-- D RIVE '" ..... "'
· ,.
_-__ · "'- -- ~=:_-:=.;..;_~.~-~-.~..=l~a.-m~--~m-I--_~ae-----:' "" ' ·
!!
ii
SANDBAG INLET PROTECTION
1EllPORARY ~ DALES
"m&mmm ....
pi Im NI~ T ~, ,:;ED ~ )ALES
--" ,mm
~I~ ! ~ ! 2ffi l~f~l 1~1
lJ~ I MJ I 3i I~ II'~
MONITORING AND MAINTENANCE GUIDEUNES
GRAVEL CONSI'RUCTION DRIVE AND P ,ARKIN~ AREA:
A. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
TOPSOIL:
A. INSPECT WEL~LY UNTIL VE(;ETATION IS ESTABUSHIE).
TEUPORARY AND PER~IANENT SEEDING:
A. INSPECT PERIODICALLY, ESPECIALLY AF-IER STORM EVENTS, UNTIL
THE STAND IS SUCCE:SSFUIIy ESTABLISHED.
B. PLAN TO ADD FERTIUZER THE FOLLOWING ~ROWING SEASON
ACCORDING TO SOIL TEST REOOMME]IDATIONS.
C. R~AIR DAMAGEZ), BARF~ OR SPARS~ AREAS BY F1LUN~ ANY
P~JLLIES, RE-FERTIUZING, OVER- OR RE-SEEZIING, AND MULCHING.
h~ PLANT COVER IS SPARSE OR PATCHY, RENEW THE PLANT
UATERIALS CHOSEN, SOIL FERTIUTY, MOISTURE OONDflloN, AND
MULCHING; REPAIR THE AFFECTED AREA E]TI-IER BY OVER-SEEDING
OR BY RE-SEEiNG AND MULCHING AFTER RE-PREPARIN~ THE
IF VEGEI'ATION FAILS TO ORO~, CONSIDER SOIL TESTING TO
DETERM~IE AODITY OR NUTRIENT DE~IO~CY PRO~S.
IF ADDITIONAL FERTIUZAllON IS NEE~ TO ~ A SATISFACTORY
STAND, DO SO AOCORDIN~ TO SOIL TEST RECOMMENDATIONS.
REFERE]~ INDOT SPEORCATION $21.05.
E.
MULCHING;
A.
B.
INSPECT AFTER STORM EVENTS TO CHECK FOR MOVEMENT OF
MULCH OR FOR EROSION.
IF WASHOUT, BREAKAGE, OR EROSION IS PRESENT, REPAIR THE
SURFACE, THEN RE-Si~D, RE-MULCH, AND , IF APPUCABLE,
INSTALL NEW NETnNG.
C. CONTINUE INSPECTIONS UNTIL VEGETATION IS RRIdLY ESTABUSHED.
D. REFERENCE INDOT SPECIFICATION 621.05.
SILT FENCE:
A. INSPECT THE SILT FENCE F:q[RIODICALLY ANO AFTER EACH STORM
EVENT.
B. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY
BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION
IMMEDIATELY.
C. REMOVE DEPOSITED SEDIIdENT M4EN IT REACHES HALF THE HEIGHT
OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC
TO BULGE
O. TAKE CARE TO AVOID UNOERMtNING THE FENCE DURING CLEAN OUT.
E. AFTER THE CON]~:UBUTING ORAINAGE AREA HAS ~ STAB1UZED,
REMOVE THE FENCE AND SEglME~T DEPOSITS, BRING THE
DISTURBED AREA TO GRADE ANO STABILIZE.
SANDBAG INLET PROJECTION;
A. INSPECT THE SANDBAG INLET PROTECTION PERIODICALLY AND AF'IL:R
EACH STORM EVENT.
B. REUOVE OEPOSITEO SEDIMENT MIEN IT REACHES HALF THE HEIGHT
OF THE SANDBAGS AT THE LOWEST POINT.
C. REMOVE ]HE SANDBAG INLET PRO1ECTION AND SEI)IMENT DEPOSITS
PRIOR TO THE COMMENCEMENT OF PA~NG OPERATIONS,
CONSTRUCTION SEQUENCE & SCHEDULE OF EROSION CONTROL
IMPLEMENTATION
1. SILT FENCE 5HALL BE PLACE]) AS SHOWN IN THESE PLANS BEFORE ANY
LAND DISTURBING AC11V1TIES ARE STARTED.
2. CONSTRUCT TEUPORARY GRAVEL EN"IRANCE AND PARKING AREA IN
ACCORDANCE MTH THE 'INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOI~NG AREAS."
3. SIRIP TOPSOIL AND REMOVE FROM SITE.
4. ROUGH GRADE Sll~ DISTURBED AREAS SHOULD BE SEEDED
MdEDIATELY FOLLOIMNG ROUGH GRADING. AREAS THAT WILL NOT BE
DISTURI]E]) AGNN SHOULD BE PERIdANENll. Y SEE])E]). NO
UNVEGErAIED AREAS SHOULD BE EXPOSED FOR MORE THAN SEVEN
DAYS.
6. CONSTRUCT BUff. DING SI'RUCllJRF_S, INSTALL CURB, STORM S1RUCllJRES
AND FINAl. GRADE SITE. INSTALL STOR~ SE1WER RELA1ED EROSION
CON1ROL ~Fm. ASURES AS SOON AS INSTALLATION AND fiNAL GRADING IS
COMPLETE. ALL EROSION CON1ROL BLANKETS SHALL BE INSTALLED PER
MANUFACTURERS RECOMMENDATIONS AS SOON AS RNAL GRADING IS
COMR~-lE
7. FINAL PAVING OPERATIONS. ll-~IPORARY EROSION CONTROL MEASURES
SHALL RE~AIN IN PLACE UNTIL VEGETATION IS SECURE.
PROJECT B68CRIPTlON ANO GENERAL NOT[S:
1. THIS PROJECT INVOLVES ~ CONSlRUCllON OF A COMMERCIAL OFFICE
BUff. DING. CURBS, WALKS, AND PARffiNG NECESSARY FOR THE
DEVELOPMENT SHALL BE CONSlRUCTED AS ~ A STORM SEWER
SYSII~t SHALL BE UTIUZED FOR STORM WATER COU. ECllON. DRAINAGE
WILL BE DISCHARGEI) INTO AN ADJACENT EXISTING STORM SEWER
IdANHOI. F_ WATER, SANITARY ~, GAS, AND B. EClRIC UTIUTIES
SHALL ALSO SERVICE THE PROPERTY.
NO WETI.ANDS ARE LOCAllY) ~ITHIN THESE PROJECT UMIT~
3. THE PROJECT UES ~IHIN lHE W.R. FERTIG WAIERSHED. THE RECEIVING
WATER FOR THE SITE IS THE J.W. HAI~ REGULA1ED DRAIN.
4. THERE ARE NO POTENTIAL AREAS WHERE STORU WATER MAY ENTER THE
5. THE EXISTING SITE IS PRESEN~Y COVERED IN GRASS WllH 1REES AS
NOIE]) ON THE PL~.
i i
3 .
~ARCEL ~'9 - CITY CENTER i lmt~
,,, ~sI~ m~,~ ~
~ ~Y ~, 2~ ~ ~N ~N ~ 4 ~ 5
,, , , , ,
r1,
'/,/'/////////////,//////~ ~ 11 SURFACE
? " No. 53 STONE
No. 2 STONE
~__ C~PACT TO 95%
M~R~ PR~T~
~PlCAL PAVEMENT SECTION ~
NOT TO SC~
//
~~ JOiNT~ S~.~ BE CUT
~. RADIUS OF l/4" AND FTLLED
, 6'-0" BETWEEN TRANSVERSE JOINTS.
4" CONCRETE SIDEWALK
NO SCALE
.,,,1-~IC CONCRETE CURB
FTN4L SURFACE GRADE SECTION
SECTK)N A~
CONCRETE HANDICAP RAMP
NOSC,4.LE
-~.~- ~>~ - . .,~... ....
~1 ~'::: 1 ~mu,.ms PAVEMENT
i ~l: .'".'i
STRAIGHT CONCRETE CURB
NOT TO SCALE
PROPOSED PAVEMENT
VARIES
6" /-LONGITUDINAL DUMMY JOINT
.~.,:' ~ ~..,. t .":;. ,..' ;':".. '..-' -'.- ';' ..:,' 'l~l C~ASS
-'~'~P.. 't":.[.,'" '-"-;" ?' .,,'" ';".. ..'...
:*2"
:' '~ ~l 1/2' PREFORMED JOINT FlU..EE._/
· ...... ~,"~'~'~J I I~lEN ADJACENT TO BUILDIN¢
MONOLITHIC CURB AND SIDEWALK
NOT TO SCALE
STORM SEWER SYSTEMS
excovoting omi bock'filing nece~sory to complete the t~o~k
MATERIALS
j~ats ca, forming to ASla C-443 h3te~t
2. Al pleslic ~ pipe ~peci~d eh~ll be N)S N.-12 ~1 F,.xta'ie-
B.
1. Pr~ mbforced co~cre[e mon~ sectims e,d
~ o~ ~ ~ey ~ ~ ~ ~ ~
~ ~ ~ey ~ ~ ~d ~ ~t ~t ~ ~ ~ ~ = ~ c~
!~ r~ 2.
~ ~ C~ Iot~ ~
C. ~~ ~ S~
1. ~ ~ ~ ~ ~ of St~l~ ~-7~ ~t~ e~ ~ ~ ~ ~ ~ 3.
3.
A. P~ ~ ~ ~ btmt of ~ ~ ~ ~
~ ~ ~ c~ ~d r~ ~ ~ by
B. ~ S~ ~ ~ ~ S~' ~ u~
I~d md ~e ~ h~g ~.
A~~ St~. K~ ~ ~ ~ ~ ~ie ~~ ~ ~ ~ ~ no
~ui~t ~ ~ mix md ~ ~
~ ~ h~ ~ ~ ~ ~ ~ ~ ~s ~~y to ~t~ ~ ~ ~ ~ 7.
1. remo~ o · gem*d.f ~e ~ms of ,o~ to be performed under this ~ ~ ~ d~ ~ ~
h~ ~ ~ ~ ~'s ~y.
~ ~e ~ ~by~.
~~to~~.
A. Rm~ve all trees and stum~ from entire site unless ~ dlmu-~d by
R stroll be ~ re~M.~ity of each ¢mtroctor to v~ty dl existing utlities <md cm~o~ p~oining to his
A. ~ ~or ~ ~ ~ cu~ ~ coml~ctb9 of fills ~ rou~ ~ m'~,:luir~ to b~i.9
eatire project ;tee to grade ~s shmm ~n ~e drmling~
~ r~~
1. A~ barring ~o~ e~om axe bm cm~moct~ to sUmdnr~m a~ by ~x~ ond/or stete ~g cod..
~~ ~ b ~ moy be ~k~ to ~ ~ ~m ~ exc~ m~ or
are ~ It is recognized by ~e ~ ~o ~d ~e ~~ of ~e ~ ·
of actud earthm~k mat~als to ocmplete t~e project, tf such aa ~ minor exces~ ~r ~ortoge
PARKING L OT/DRIVE
l~t ~ limited to:
1. All drf~le, IxIrking m ~tlqin ~ coetroct limit~
2. C~rbe md coacrete mmp~
3. Side~oks end coacrete ~k~b[
2. MATERIALS
A. C=~cret~ Concrete ~ be reedy-mixed c~cre~ md ~halt be a mixture of proportioned fine m~l
coeme oggregotes ttff:h Portlend c~mant md ,etlr. Miaimum cement contlnt ihel be 6 bogs I~r
cubic ~rd of c.~x~rete end maximum ~mt~r cmtmt ah~l be 5.5 U. $ gellont per ~eck of ceMnt,
~etreinme~t of ~ to 8~ by velame ~ AS~ C-260, Re-teml~fl~ of d~li~red ceacrete ~11 net be
B. Welded Stod ~ F~ W~ere requked for c~acre~e re~fomem~t sh~ ce. fom~ to AEitd A185.
jolt Ier used b co.c~ete v~Jk cmst~ct~..My be efl~er fla~-extn~J~g or re~b.t.
o tab,mum of 55~ ~xu~hed m~rt~. Chert sh~ be I~Eed to e mextmum ef ~ of the tof~f.
B. PnelX,~on of Subgrod~ Remove ~mngX ~nd oU~r, iee un~uitlle ~ ond repioce ~ stxal~e
1. Subgno<l~ Plooe c~acrete only on o n~i~t, c=~mcted ~ubgrode or boee free fr~n loose
mol~riol. Ploce no concrete on o ~y ~r T~ozen ~ul)grode.
procUcoble. I1~ ooacrete i~ to be ptoced ot on otmoel~e~ic teml)erot~e of ~ degrees F. or
le~ ~ 702.10 o~ ~he ~ I:)a~x~nt of Tr~nsp~rtx~J~
F. C~crete C.rb
1. F. xponsi~ Joint= Slull be 1/2 hch t~ prenouidod ot ends of ~11 returns o,d ot o moxim, m
~lue'e c~mers to ~/4 bch n2dius oed othe' come~ to rodJi shoun.
1. ~ Pro~Je 1/4 ~ch per f~ot cross ~ Id~ke
4 MIN. 4" DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
~$) FEET OF OUTS/DE BUILDING Y/AU-
ENSURE 100% WATER TIGHTNE~3S.
,,~ ~ fTRUNK LiNE
_ __~ /I/8 BEND I
i
, -BUILDING LA
COMPAC7~ON OF ~U~ ~ MIN. Sl~ ~ 4'
~C~ IS CR~ UND~
-- ~ ~D BEND. IF P~P~
-- C~PAC~ON ~NOT BE
A~I~. P~CE A MtN. OF 6~
C~ 'B' CONCR~ ~ND l
~ ,
-- 1" C.I. L~~ nt
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
,,,..~ WATER MAIN
18" (MIN.)....T"'-- SANITARY OR WA7'ET?
i~ ~o' o~ c,~r~ NO ~ S~rr~r
MINIMUM CROSSOVER AND SEPARATiON
REQUIREMENTS FOR WA TER MAINS,
SANITARY SEWERS AND STORM SEWERS
NTS
STANDARD CLEANOUT DETAIL
NTS
MISCELLANEoUS DETA IL S
&SPECIFICATIONS
pARiCEL ~9. ciTY CENTER
,~u~Y ~o. 2oo~ ~ ~N ~ ~"