HomeMy WebLinkAboutindot 1/b", ss--(S�-- SANITARY SEWER & MANHOLE 0 POWER POLE
D--- ST - $ - STORM SEWER, END SECTION, INLET & M H GUY WIRE
Q, �p9 - -c - -c - -c - -c -GAS LINE A UTILITY ELECTRIC RI
LEC RICISER& CABLE )iVGNE,
GAS AT DAb`y - -w - -w - -w - -w - WATER LINE ET� ELECTRIC TRANSFORMER
Q / %/��� / j� 1� /�✓/$ - -E - -E - -E - ELECTRIC LINE (AERIAL) AIR CONDITIONER UNIT
/ e'ssD BREArrI - -T - -T - -T - -T - TELEPHONE LINE (AERIAL) C3-C?- STREET LIGHT
REVISED MASTERPLAN MODEL I j / ` E 67PJC (NW)789
=87469' -
/// J / E 1p ptp tgE),e744y -crv- -crV- -cTv- CABLE TELEVISION (AERIAL) LIGHT POLE
PRIVATE DRY DETENTION / WATER QUALITY POND NO. 2 A J i' �T / E e' PVC (SW)-874s9' `V FLOOD LIGHT
BOTTOM OF POND ELEVATION = 867.50 �sclRrN -etc- -ETC- -BTc- BURIED TELE CABLE
WATER QUALITY ELEVATION = 868.50 �% ^ TRAFFIC MANHOLE AND
/ 10 YEAR STORM ELEVATION = 869.86 J ���EiEciac 0 ic`s7a4t -DEC--DEC- -DEC -BURIED ELEC CABLE SIGNAL POLE
100 YEAR STORM ELEVATION = 871.57 /// /� WWDFgLE 2 STORY PREChS(UNDERTEE���T�)FICE BUEDaO E 6' PVC (N)=86996'
/ / IE 6- PVC (S E )=863 i.
VOLUME OF DETENTION = 0 98 ACRE -FT / % / e��/��� y/Et / r 0 \ CONCRETE STOOP x FENCE LINE (FNC) a FIRE HYDRANT
SPILLWAY ELEVATION 871 57 ///B7f� r / \ TC=a7B33' - -BCTV - -BCTV - -8CTv - BURIED CABLE TV Drq A VALVE, GAS & WATER
100 SPILLWAY ELEV = 871.94 e/ / ////i/�Ep/ 4 r r 'o IE 6' PVC (NW)=8694't
TOP OF BANK ELEVATION = 873 wAti % � e \ I IE 8- PVC (S)=86918' GUARDRAIL STREET SIGN
3-1 TRANSVERSE SLOPE ON SIDE SLOPES // / 0 qs [ ) I ` I
�A,�t 8 - - - ®® ®ELECTRICEAND
O < CREnsE TRAP sT - 5t - RIGHT OF WAY LINE (R/W) MANHOLE SEWER CLEANOUi
PROPERTY LINE
A MAlINAES \ - -
I j TC-87796' - - - - - - - - E cx �0 ELECTRIC, GAS AND
IE t2' RCP (NW8722t' ' -EASEMENT LINE t.J
EXISTING DRAINAGE SUMMARY r r /�//� / /�I/ 1 A `2 Qg gt E 12' RCP (E)=67221' - _ WATER METER
/ �tE / 1 / CENTER LINE S PIPELINE MARKER POST
z (=ar 6
COL O o ° ° ° SWALE LINE Q MAILBOX
THIS SITE CONTAINS A WATERSHED OF 20.56 ACRES ON -SITE, 0.50 ACRES OFFSITE FROM / I' 6 / / r sj 0Te D DEED DIMENSION 0 GUARD POST
( r / y
J /
THE ST. CHRISTOPHER'S CHURCH SITE, AND 1.29 ACRES OFFSITE FROM THE RIGHT-OF-WAY r � -TG-8782VIE N2'PVc(xE)=e729Y • TC=s7794' �, •�., s1oxE
/ E IS• RCP (NW)=87273' s• . M MEASURED DIMENSION � SPRINKLER HEAD
OF 1315T STREET. THE STORMWATER DRAINS TO THE SOUTH AND WEST THROUGH A 18" INDMCONCR STATE BOFW COYN1540N / //� E / E1'RCP (SE)=8 ETO•PVC (NE)=9742i 9
PIPE UNDER US 31 INTO AN EXISTING US 31 ENCLOSED STORM SEWER SYSTEM. THE FOUND 0 ' W N OF WAY MONu Exr CONCRE�E E / _ 1 ' , t E 15' RCP s =e726s' 39 > a"cax a Re I P PLAT DIMENSION C) IRRIGATION CONTROL BOX
FOUND D Y W k 1 4' S m / cN'" ,a l) ,
EXISTING STORM SEWER SYSTEM INCLUDING THE EXISTING DRY DETENTION/WATER QUALITY I sEerIOry T ° yet P9 y \ Q,
R RADIUS
PONDS ARE A PRIVATE SYSTEM. / o E s� / c coxcRETE s a4 I
p��Lpr ry Epp �py���� pp�•�.�pp�� •���aecEss `hemOpp` \ �' caDMN °js COLla4x E 8' PVC (N)=86651' L ARC LENGTH
fIG. ' MASTERPLAN ORK JAL- MASTERIP AN .., '4 "IFR P VO`� O , If, 'P e ` E E' P',x (SW)"86641'
RELPABE RATE RELEASE RATE I Jg wy4 tS1" 4 ,s q5 \} \ w^ H H HANDHCLE
(SETTM IM ALLOWABLE FOR SM r `11 \ ASP s. aG t Ewo�aLE FND FOUND
5~ 1' flLLER PIT, '�' ,9y / 41i^ \ . \ V� \ ''DG7T y5
10 YR. PEAK FLOW -1.61 CFS 10 YR. ALLOWABLE PEAK FLOW =1.61 CFS ' oz r/ x A \ ar arB CONC CONCRETE
100 YR PEAK FLOW = 478 US 100 YR ALLOWABLE PEN( FLOW - 483 CPS / N ) pp 2 \ \ c iC-87673' I ASPH ASPHALT
¢ \ 12 E a' PVC tN.C)=8 ST E ° rc=97ss3•
/ SYmL r Vr A E s' E E 12' HOPE E)-871 13' TC TOP OF CASTING ELEVATION
SUMMARY OF AMOUNT OF 100-YEAR DETENTION PROVIDED PER POND TOP OF DUCT eaNlf = 86598 •-� i� �` 1 \ 1 � rx�4• � A BAt � ) ASPIwr ✓+ IE 1Y RCP (E )•8710Y
E 8• PVC ( 7z37 IE 12' RCP (W)=87113 IE INVERT ELEVATION
e-eB \ 1 1 APPROXIMATE LOCATION Pl. D PPE (N) ? Z �� FFE FINISH FLOOR ELEVATION
POND 1= 332 ACRES -FT Q r/ / \ Y
POND 2= 098 ACRES -FT . `�/( / 1 1 r m� \ y \ OF FIAT INLET 8UR1ED 6 c' 5T ST ST -
S UNDER 4' OF STONE sTONE R-102.5Y DID ,�lp� H r !, TBM TEMPORARY BENCHMARK
POND 3= 185 ACRES -FT gT 3e \ \ ` TC=Q7635' =18. 9L L J ( \
/ •° IE a P.0 f(E •86J 9Y \
THE AMOUNT OF 100-YEAR DETENTION PROVIDED = 6.15 ACRE -FT E-844nn u1 \ E B' Pee (SL )=B64o3' °w 52' �.� DENOTES A 5/8" CIA REBAR WITH YELLOW PLASTIC CAP SET
TC=867.28' / (! " ( rc.eTs3P j 8� 9 TC-87659' _ °ecru ° CAP STAMPED "GRIPE FIRM NO 0055" UNLESS OTHERWISE NOTED
E 6- SSD IN At S)=8651't/ r �of 1 G � AT n' ISH R E9TATE INVE ME I L \ \ IE RCP TWu).`Ne�7zna+ _css' - "''--�c"4v�'E T = _ _
ACP0(Ill}��p��.0 m 11Ec FA--6ECMC -
.,ti E 240 27 (SJ, 11 IN 0. 2015 4 .�� st \ 1 r ss --'�� w - -w - - CONCRCTE WALK - - - O DENOTES A MAG NAIL WITH WASHER SET WASHER STAMPED
/ / HA1
` TELEPADNE C g1 GRIPE FIRM NO 0055" UNLESS OTHERWISE NOTED
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GJ / /�"" """ �0 o f IV ( i j €4eCTRc ' ss
// 8657 8 e i 1•li `y G' ' EFy DEMOLITION PLAN LEGEND
/ SSD a / Y porI ? or spa sT °� ,
/ 1
4'x6' ��y --
/ QO'poR`� EXISTING .T'r w'T EXISTING STONE TO
CONCRETE TO RESPREAD/
EO4� 0E)� - 2 ctieP s� �5��' R� / - - ' _ ` - - - - - - - ASPHALT TO •,- .,..
OF DUE a, 20 E IK ar (sw)•e� r 11 4B�` Q0� BE SAWCUT u.: '•L"'r, BE SAWCUT ; ;.. ; REGRADED M
/ I �''• . PROPOSED
REVISED MASTERPLAN MODEL /� s7s s AND REMOVED AND REMOVED ', s ,
/ / �Te 2 s s / �FROM SITE :'r' ",1h�% FROM SITE ;,. CONSTRUCTION
PRIVATE DRY DETENTION /WATER QUALITY POND NO. 1 �/ e �+ 13
BOTTOM OF POND ELEVATION 866.00 � $ •6RIUE .•G�✓/ / /
WATER QUALITY ELEVATION = 867.52 AT li ( ti G /
10 YEAR STORM ELEVATION ==869 83 / GMSS I 13 EROSION CONTROL PLAN LEGEND
E \ s / e
100 YEAR STORM ELEVATION 871.55
VOLUME OF DETENTION = 3.32 ACRE -FT a !/ I \ p\ i l E 12" RCP (N TI'
SPILLWAY ELEVATION = 871.55 � / � �° / ��\ � ssi �e �ti0• E tz' w)=e 7r
100 SPILLWAY ELEV = 871.91 ,/ 10e ,% �/ /v' ° / IE 12' E a7 TEMPORARY CONSTRUCTION INGREES/EGRESS ® B INSERT BAG INLET PROTECTION
TOP R BANK ELEVATION = 873 r r 1 \ �P� ail ss 6 0 eG yt \ / i / rci2?62�9 INE) T722' DRIVE (BAG)
3 1 TRANSVERSE SLOPE ON SIDE SLOPES / r \\ ��s �►9 \ // E a- RCP () a 22
/ CONSTRUCTION LIMITS
12 er 7 TANSFORLEw / 13 QPv�A / c / -= sF sF- SILT FENCE BARRIER INSTALLATION
N� f ,X i
\
Tc-e667s ` / / s \ c /o/ we+T /
IE 6' S59 (N 8 5.)=864IT 4 ST ST 5T 30" RCP -m-m-m- TREE/SHRUB PRESERVATION AND PROTECTION
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_ DEMOLITION PLAN NOTES:
r con E PIPE / S / /
�` / t ' LEPHONE EASEMENT o I /
4�. •N}/� / / �_ M R 165, PAGE 489 I I E 8'7 6 E )_ - 21' N
Al, ae� ' ° / 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
Al THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY
a 6 55D / $72 I q, / E 30'3RCP (SE)=8680' '` 46 0 20 40 80 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION
E 30- RCP (w)=85798'
LOT 2 AND LOT 3 / / / j ,4d / / 87J� / 0 3 l 1 60Tim� 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND
MINIMUM FLOOD PROTECTION GRADE MFPG - 873.57 /iV/ CROWN PROPERTY MANAGEMENT N, LLC DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.
( ) , 1" ( 4 / r / INST NO 2015010890 SCALE: 1"=40•
U LOWEST ADJACENT GRADE (LAG)= 873.57 / //) I r/ Dj�Pst ON r - e671s o r -�• /
C / / / YV t�NCRET (4) PVC SIDE BY SIDE I 3 TC=87354• IE 30- RCP (SE)-86824• 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED,
MINIMUM FINISHED FLOOR ELEVATION (MFFE)= 874.07 ////^pm� .� z ttbNs 'PI, r TOP TO BOTTOM < r/ AND SHALL BE LEGALLY DISPOSED OF OFF -SITE
rV G gx1.5G IE 30' RCP (SE)=86839' 7 O RCP S-869 6819'
30' RCP (NW)=86839' iCA OF WEBS=86909
e72 I o p s FAOXIMATE LOCAT.DN a ACCESS EASDET,T 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEET C401-C403 PRIOR TO
ESS
u11,,Es, wlrc OW. DRANGE AND PYLON va4 COMMENCING DEMOUTION.
AL
J,/ p \ .2• INST im 2007060172 /'
6 TC=8669' / va {/ I ' // ln�.._ / 1 5. MAINTAIN PROPER DRAINAGE IN DEMOUTION AREAS.
JD J• E 6' SSD IN L S)-864 6't tLNEj
6 SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED
\'7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING SITE ENTITIES THAT ARE
4 J`j v ! B OPTIC / 3`' / '� TO REMAIN
.r, � / / o� / / / 8 ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL
Nib � e, / / �
�1 \ �j{ //// Q / /___/ ���� ` /� BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION OR REDESIGN
RESIDUAL OF N51 1N0 2008035514 TOP OF CONDOR = 6797 I MAY OCCUR
Y // 9 UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
1'//TC124 E)-87079 UTILITY UNE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFUCT WITH PROPOSED
///
Q / / / sT / 0 DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY.
11, T OF GINN FIG EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT OF WAY
INCDN4 STATE WGHWAY CO 5sa+ °° 5 I LINE,
CONCRETE RMkR OF WAY ND JMD4T
FOUND 12' E L 2 2' S ° �6" SSD / 10 ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
h 7 N 391 W m NNSYLVANA WAY ASSOCIATES, C DEVELOPMENT ARE INDICATED ON THE PLANS PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE
1 / T / 28 1 / / NST NO 20t5032568 ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO
! �I /
'!� ///J / ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI -USE PATH, AND ANY REQUIRED
//�
iC=86951, ,/ IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY
IE (SE)-85419' (IT RCP) Q/ o r 83•g�•" ' ! DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
E
3 (Nn)=s6a19 (IT RCP) / / � 55 3
LET CONTROL STRUCTURE
rc=B716o e { Clum w 11 DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE
g- '% 1 % CITY AT THE COMPLETION OF THE PROJECT THE CONTRACTOR IS ENCOURAGED TO INSPECT THE
y IE (NW)=86425'(18'RCP) ,`a
IE (SE)=86425t6i50) A/// t / ! TOP c6 a,cr Bavx = e 22 RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
c0 E (E) CONDITION OF THE RIGHT-OF-WAY
E (E)=86960'(95' oM CRIFICEJ
KEYNOTE LEGEND
N m•'�oi I /f ' / .� ./ I T 'n o
1 �
FEE SIMPLE RIGHT OF WAY TAKE O1 SAW CUT AND REMOVE EXISTING ASPHALT AND GRANULAR SUBBASE
c DOT PROJECT NO 0710215 - PARCEL 107A
IE 18' RCP (E)=85431' V, l ci (CA E NO 29COT-1205-PL-005781) 2O CONCRETE CURB TO BE SAW CUT TO NEAREST JOINT AND REMOVED
O IE i8' CI. (W)=66421' / �\ ` \ d r6• �' R`� aTC, ` ` �.
\ a 5I(ISD� /J / ° $Tc� � \ 3O CONCRETE CURB AND GUTTER TO BE SAW CUT TO NEAREST JOINT AND REMOVED
•� `./y+,I• ' \ I y -VOE i�"9T \ ACCESS, UTILITY, AND IPMCaUON EMENT
C@ ST r-. 8. FYP /L I '"'8 \ INST NO 2OW035998
I cry - sc OEO I o \ O CONCRETE SIDEWALK TO BE SAW CUT AND REMOVED
s% Ex" rC �,�,+� \pF, O REMOVE TREE INCLUDING ROOT BALL
7 TC-370�
IE 6' S= (E)-8643V FEE SMPLE ROT OF WAY E �� - -=- AT ,,� •, I � \ � O REMOVE LIGHTPOLE AND ALL RELATED ELECTRICAL LINES
j IE 78' {W}-864.33' 14DOT PROJECT NO 0710215 -1 EL 1D7 ct. O 1� I "N' BEG,\ .x{+3,' IT� }'
? (CAUSE NO 29CO1-1205-PL-00 81) _ • \
s$62• $ 8�;9i0 SJ qeJ? O7 STONE TO BE RESPREAD/REGRADED IN PROPOSED CONSTRUCTION
✓I c `8L '-BEG- -H -BEG- -BEG- -SEC- TRANSPpRTATON O REMOVE STORM PIPE AND STORM STRUCTURE AND STORE ON -SITE FOR RE -USE IN
=6EC-_= EEC=• =-BE6- -- 8
If 3 z PROPOSED CONSTRUCTION. STRUCTURES SHALL HAVE INLET PROTECTION UNTIL REMOVED.
/ TRACT 2 \ _
° APPROXIMATE LOCATION OF PYLON SIGN EASEMENT °� \ NON-DCLUSNE EtECW LWE EASEMENT APPROXIMATE HORIZONTAL LOCATION �-O EXISTING INLET TO REMAIN UNDISTURBED
0 TS FOR ACCESS. UTILITIES, IRRIGATION, DRAINAGE AND PYLCN SIGN l ~t\ ��O LNST NO 2OM24676 -�� f\ I
INST NO 2DO7060172 \� TOP OF PVC CONDUIT = 868 69 ( I 10 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD (REFER TO SHEETS C401 AND C402)
\ CITY OF CARMEL GROUND ELEV = 872 95
+J INST NO 2008035514
0 INLET PROTECTION (REFER TO SHEETS C401 AND C402) (j
��,.pi O • g; EXISTING UTIUTY TO REMAIN UNDISTURBED AND BE PROTECTED
j r z ; SOUTH LINE, N E 114. SEC 26 12
N --
MAIN STREET (131 ST STREET) 113 07' -
i - � SOUTH LINE. NW 1/4. SEC 26 _ _ - - - - - - _ - _ _ - _ - - - _
- - - - _ - N 8906'45' E (GRID) s { 13 REMOVE/REPLANT TREE -
w D
` ' n ' ,' ' n v ' ! a w 14 COIR LOG (REFER TO SHEETS C401 AND C402 FOR LOCATION AND DETAIL)
SW COR, NE 1/4,• • • C
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PE 10504920
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-•a STATE OF
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a'fEOrryuunnnnaaa
Dote 02-23-2017
EXISTING CONDITIONS AND
DEMOLITION PLAN
DESIGN
1-800�8
FOR CALLSN NDIANA CALL TOLL LLFREE fREE
Drawn By
JaW 9
Checked By
C PE
Quaal lyAssurance
DaVU Uch R?
Scale 0 S°Dte 1"- 40'
Sheet c 10 1
Do"' 02-23-2017
Prgect Number
060384-20322