HomeMy WebLinkAboutC3.0 - 190201TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL
INFORMATION HAS BEEN SHOWN PER A
TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB
#: B36081) PREPARED BY MILLER SURVEYING,
INC. CIVIL SITE GROUP, INC. CANNOT BE
HELD RESPONSIBLE IF ACTUAL HORIZONTAL
AND VERTICAL DATA IS DIFFERENT FROM
THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICATION OF ALL EXISTING CONDITIONS
PRIOR TO COMMENCING WITH CONSTRUCTION.
GENERALNOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. COMMUNITY DRIVE & EQUALITY BLVD.)
"BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF -SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE,
CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET COD FOR SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443
CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL,
MATERIALS, ETC. NO OFF -SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT.
+7sx.2r _ -755- - - _
5AY'
755.70-756--- i/ 97
7n
STORM MANHOLE -4'0
T.C. = 755.0 -
INV.-768.63(15'RCP-E) \
INV. = 748.53 (15- RCP - S) / 5
REBAR FOUND 102
SAE GROUP.
F-
CURB INLET MANHOLE - WO
T.C. = 753.25
GUT = 752.75
INN = 741LVHF RCP -N)
INV. = 74817 HW RCP - SE)
I
I
I* 1
1
\ 11
\ u>
ELEV.=753.50
+75zs9'
EXISTING FIRE SERVICE
LINE TO BE LOWERED AT
STORM MAN HOLE -4'0
T.C. = 754.50
INN =749A7±(EX 15'-NE)
INV = 7491(12- PVC - S)
INV = 749.07 (15- RCP- W)
UTILITY LOCATE NOTE PLAN NOTES vvvvvvvvvvvvv
REVISION RECORD
REV
DATE
DESCRIPTION
DES BY
APP BY
AND/ORRo APPROX. 135 LF OF 6" PVC (SDR35 1y1.0% MIN. SLOPE) ROOF DRAIN LEADER
SURROUNDING THE SUBJECT SITE; THEREFORE. CONTRACSIBLE WITH RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT
INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES =RESPONSIBLE
TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BING BENDS > 22.5' FOR ROOF DOWNSPOUTS (TYPICAL)
WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BSIBLE IF as APPROX. 60 LF OF 8" PVC (SDR35 W.0R MIN. SLOPE) ROOF DRAIN LEADER WITH
RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGSTHE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EX
INFORMATION NOT SHOWN ON THESE PLANS.Io LEADER. 44 LF OF 10' PVC (SDR O HDOW MIN. SLOPE) ROOF GRAIN
LEADER WITH RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS
1
0$/0$/18
REV. PER INITIAL REVIEW COMMENTS
KPB
BSC
2
09/1$/18
REV. PER DUKE ENERGY/REAR PARKING/EAST SW
BSC
BSC
3
11/12/IB
BUILDING PERIMETER SIDEWALKS
BSC
BSC
4
02/01/19
ROOF DRAINS PER ARCHITECT REVISIONS
BSC
BSC
APPROX. 112 LF OF 2" PVC SDR35 01.0% MIN. SOPE) ROOF DRAIN
CONTRACTOR NOTE ® LEADER WITH RISERS' ADAPTERS FOR DOWNSPOUTS• BENDS. FITTINGS
Ie APPROX, 70 LF OF 18" PVC (SDR35 CH.0% MIN. SLOPE) ROOF DRAIN
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
LEADER WITH RISERS. ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS
LEGEND:
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
® BUILDING ROOF DRAIN. REFER TO ARCH. PLANS
cO CONNECT TO EXISTING ROOF DRAIN PIPE
PROPERTY BOUNDARY
EXISTING CURB INLET
®o CONNECT EXISTING DOWNSPOUT TO NEW ROOF DRAIN PIPE
411111,
LIMITS OF DISTURBANCE
ETC.=75LI5
=753.65
-
TD TAPER CURB FLUSH WITH SIDEWALK
- - -
EASEMENT
_GUT
INV.=749.34±(EX.
^g'
1T-S) ^
_
CO 8" ROOF DRAIN CLEAN OUT RISER/CAP
NORTH *
PROPOSED CONCRETE PAVEMENT
SEE DETAIL 01 /C7.0
\ \ ti \ \ aF , 'dx 7 c 20 0 10 2D
- / a g. PROPOSED CONCRETE SIDEWALK PAVEMENT
\ EXISTING CURB INLET �5J
754. ,•( •4.P5M.E. �\�-��_ 7542L i T.C.=754.21
1 $� 4 37 y ' GUT =753.71 -� - y
754.93 �_ _ INV.=74913+(EX. 12'-N) _ -,rTIN FEET) $]$,35 PROPOSED SPOT ELEVATION
P -T 0 =7 .45 4�w INV.=749.z±(EX. 15'- S) ASPHALT J 3i/m �- + llnch= 20 n.
1 B0 b IBM #5048 I 880.17
/62 W 75 5 _M. 7 - 7 ' O 4�\ Equality Blvd. ('�. > az• BRASS PLUG FD. 87987 PROPOSED CURB ELEVATION
' ^7 '•aSBL >'Rq'`P - ELEV.-754.86'
ME MATCH EXISTING GRADE
q eV T re• GRASS GRASS v� B. I TIC TOP OF CURB/STORM CASTING ELEVATION
T CONC. 'tL ss.or or, Be BOTTOM OF CURB ELEVATION
z 12zLF ofEX. 15' RCP 4y AY J+, ,y �1\ I FLOOD NOTE EP EDGE OF PAVEMENT ELEVATION
_ -,i 53 95 � 4 +^
G$. GRASS `e I TW TOP OF WALL ELEVATION
'+75 * *> d' CONC. > is. THIS LOT DES IN FLOOD HAZARD ZONE 'X" AS SCALED INV. STORM SEWER INVERT ELEVATION
8g E. GRASS f•'`d•"y �'0' '7514a 1 FROM THE FLOOD INSURANCE RAZE MAP (FIRM) FOR
i
- I R w l�R a4.6Y 10 D --- --- --- 1 GRA Sw HARMID. COUNTY, INDIANA, COMMUNITY NAME CITY OF - - - - - - - - PROPOSED GRADE BREAK
y r CARMEL COMMUNITY NUMBER 180 311, MAP NUMBER
- 845 PROPOSED CONTOUR
• -- of n ,y NOVEM 0231 G, PANEL NUMBER 0231 G, DATED
N09EMBER 19, 2014.
�'oj •y`f � � p $47--- EXISTING CONTOUR
PROPOSED STORM SEWER
/, 755 70
/ RD R8 755.5 a' A� 1 11 / N 'N'a' ROTECTIVE DATE: EFERENCE NAP RNOVEMBRM MAPER 19, 014, C ------_� PROPOSED ROOF DRAIN STORM SEWER
J
I OVE OPPNG
755.0 754,52 ELEV. 754.69 / V + I ® PROPOSED STORM STRUCTURE
754.23\ 755.10 755. NC 4 11 BUILDING NOTE �'>� PROPOSED DRAINAGE SCALE
7552 sa.u. II REFER TO ARCHITECTURAL & , EMERGENCY OVERFLOW PATH
,75 I / / I 75501 Fl 7R�D PROPOSED GYM R6 i -a' ASS a .! EXISTING SCHOOL I I � FOUNDATIONTOARCLANSFORALL
5a.1a / 75asD f 5 sB LEARNING CENTER 7 °�' BUILDING BUILDING DIMENSIONS. a EMERGENCSTORM Y OVERFLOW ROUTE
r F.F.E.= 755.70 I
I 6' NDB RAIN
13,000± S.F. \($, YARD GRAIN CONC. 1 I DRAINAGE FLOW ARROW
.'� �ryavoea o*Tum1 1
II 754.25 755.25 755.50 1 1 A! ,+^..- """* ,� D T.C. 754.5± I 3
753.75 754 75 755.0 \ A ) A v, III
A I V 15±L.F. of6- DRAINAGE SUMMARY
0 CO ti F.F.E. _ � 55.70 ", [P SDR35 PVC I I
+ (NAND 8$/DATUM) \\ sdwe ( a II S 7nsY I The project proposes a new 13,000 sf±gymnasium and STEM learning building to the existing Play School site
/ 11 GR SS with associated road, sidewalk, and playground hard surface. This project is located at the southwest corner of
hI' C 1 ""F the intersection of Equality Blvd. and Community Drive in Hamilton County, Indiana. The entire Play School
f\ T ES+I I Property totals 2.01±ac es; however, the proposed construction activity associated with the building, hard
1 surface, and landscaping will be disturbing approximately 1.7±acres. The site lies within the Legacy Planned
753.50,He^' -3
14J� Development with the storm water management being master planned and approved in October, 2012, to
®' j include storm water detention and post construction sormwater quality BMPs. The Play School site lies within
\ _1 g: CONNECT6'PVC GRAIN TO I G
1 754.20 754.70 I / 1; the watershed area of Basin 122 with an allowable Post -Developed CN=94 and Tc=5. The composed
3 I� \ 11 EX. ROOF GRAIN PIPE 4 'I (�
75 1~ I �' H^ / I, I \ I improvements o the existing Play School site increase the composite CN value o only 87 with a TIC of 8.4
/ J ASS II I minutes (storm system TC). Therefore, the proposed slormwater discharge from the developed site will be
1 1 / o*r>S4°<' �, I I substantially less than the allowable discharge approved as part of the Legacy Development master plan.
Storm 1 (
�+ _ catch basins with sub sr runoff fromurface stohe rsed m sewer pipes routed to the exision activity ting detentiod will be n swa a located south of tected via exisling storm water
wo I+753, 0 \ U it r-=-===---- -T, I subject site. Storm water is conveyed o the East into a constructed wetland BMP "CWi"and subsequently into
,F I I I I detention area 0010.
p 1 753.80 \ cRnD
Post Developed release rates: 2yr= 857cs; 1Oyr = 9.87ds; 100yr=13.91 dsEK___RE 545B755,25 744
I i' Ij a . MINIMUM FLOOD PROTECTION GRADE &
m N
m 7asa 11 l Na7 I LOWEST ADJACENT GRADE DEFINITIONS
RI +'x'''s' P 7sgp.•❑ _ _ >AT 'use I11 IT!7�. +/ We have shown multiple top -of -curb grades along Equality Blvd. The lowest of each is 754.45
11, I Community Drive T.O.C.). The I00-year base flood elevation of the White River is 751.57
N 1 I fj3- \ 1 RIB ro 'a layer--'' Ste" 4 kE / q 4 II (NAVD 88); 752.00 INGVD 29) based on the published FEMA FIRM maps. We have set the
755.68 / 556 r1
i 755.11 7s1. p Q NC. F.F.E. at 15" above the Equality Blvd. grade, which is 755.70 (matches existing building F.F.E.).
'n a 51.11' ( �7ssa4• kE 7xiso '•17� C3 I� I
� i r a � � >s � I n iss p f y�� ,N 'r +rs+�' I The local flood overflow route for the storm inlets is 754.69. One foot (1 ) above that would also
5 7sa 7s tJs 7ss so m trae ov ds Ajo'a' +' " coincide with an MLAG of 755.69. Therefore the MLAG/MFPG has been set at 755.70'.
y m 5 53.45 4.65 s�io \ I S 4` J x SS y yo$� 3 ? d Q tl GRASS I
1 754.15 \ 1 75a 71 $' �+*-+�1°,I.p,W7,IP'g' L 9n 6 7556 1 7501
v 9 \ "-r *^-� + off' The conversion equation from NGVD to NAVD datum is: NGVD - 0.43'-NAVD.
ss s ss 7ss ss o 7ssss : 75a 3n \ P P \ �'" ^•p s $ ;L 4 / +
B 755.68
STORM SEWER clxossNG' 1 f 754.50 755.40 75 ! 7552s + Is ' a s i90' b. ��'";�* �Ta GRADING NOTES
+7xss
�1 754.0 754.90 55 05 75a e • 4 + 5 7 ">- "bT - // 11
4'0 CURB INLET MANHOLE v EXISTING STORM INLET + s4.ev ey SS.6O i 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
wl 2'SUMP 'StioY/ II 1 18 S39 I o T.C.=753.35 c^ STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, GTY
��\ INV. 748.65±(EX. 12'PVC-NE) GRASS _ q
T.C.=752.50 (� 1 A 5 F.F.E.=755.70 i OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
1 INV.= 748.5±(EX. 12' RCP-W) _ 54F 1+7 '' �,a.��wM✓� r-
GUT =752.0 \ 1 5 ! 753.5 79. +a3x.w'
+752an' 75290 753.17 • q, INV.=768.15±(10'PVC-SE) -- 7 I 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
INV.=747+79(Is- RCP- NW) 1 2 ,'zn 7 .3 •� / +7naz, I 73' STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE PLANS
INV.= 74T69(18'RCP-s) \ 753.0 Y'ono YT�O. / +75a.m' 1 ALL HELD DIMENSIONS. If ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
\ II � / 3- �� 51U9• %"H L?5�a
ENGINEER IMMEDIATELY.
REBAR FOUND("S N { i1 w BRASS PLUG F 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
uu N + ^ . EXCAVATNG IN AND AROUND EXISTNG UTILITY LINES AND EQUIPMENT.
SAE GR 7 0 11 i W N----------- ---q Q_-_____+ --- _ ELEV.=753.11D VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY
v,x x x A -_-_"-"- -'- +Ia COMPANIES 50 AS NOT TO CAUSE DAMAGE.
-753 _ >e, sa +r�i 7Y >y 753.5f M.E. T 753.53
_ 7 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
\ '^ I CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
g \ SITE. ALL VERIFICATIONS ((LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
+7s2,ear �\ TOO EXISTING CURB INLET a >$_-----^�^ _ APPROPRIATE UTILITY CO FAMES. WHEN EXCAVATING IS AROUND OR OVER
�• (RAISE EX. CASTING ELEVATION + +n ap - +7so� --_ �. EXISTING UTIUTIES, THE CONTRACTOR MUST NOTIFY THE UTUTY COMPANY
TO PROPOSED GRADE) (�la.ap ..-� \ - M SO A REPRESENTATIVE OF THAT UTIUTY COMPANY CAN BE PRESENT TO
T.C. =753.50 INSTRUCT AND OBSERVE DURING CONSTRUCTION.
48 L.F. of 18' RCP ® 0.24% 'd' a e'T ^ - - \
*.p' GUT y "' •+A EXISTING 40'RCP \ 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BEET OF
COMPLETELY
* INV.=748.1±(I B'PVC-N) N + ^ •� WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
CONCRETE ED SECTION wI INV.=768.1±(EX.12'-E)---------------752-_-_-------- ---- ______---------__ f`-- _--- 6. AFTER STRIPPING TOPSOIL MATERIAL. PROOFROLL WITH A MEDIUM WEIGHT
------- RIP -RAP. SEE OETAIL18IC7.0 -- -- -_ INV.=74&0±(EX.78'-S)_--_-----�_-_ -------_---__--= \ \+7n GENEFL4L NOTES
-_----- INV.=74T57 - -------- ----- --- jo' ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
- - - - - - - - - - - - - - - - - - - - - - - - - - -750- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY
_ ________ __ _ _______ ______________ __ _ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
_---------------------------------------------- --------------- ----------------- _-------------
- ----__ -\l \ \\ 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DETERMINED AT THE THE OF CONSTRUCTION.
------------------------------------_____--------------------------___------------ -� CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER
-_---746------ - - ---_'_ \\� \ INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, -BIRD
\--------------------------- DETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE \\ \ii 2. ALL CONSTRUCPON ACTMtt ON THIS SITE TO BE PERFORMED IN BATH" CONDITIONS.
EXISTING CONC. END SECTION 100-YEAR BASE FLOOD ELEVATION = 751.57 (NAVD 88 DATUM) COMPLIANCE PATH APPLICABLE O.SH.A. STANDARDS FOR WORKER B. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
INV.=747.5±(EX. IS- RCP-N) / / SAFETY. GRADE ELEVATIONS.
lam _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 100-YEAR BASE FLOOD ELEVATION = 752.00 (NGVD 29 DATUM) /// f / 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
--_---------_--_--_- _- _-_-_--__-_-_-_-_-_-_-_-_-_-_-746_-_-_- -_- ______ -- _-_-- _--_-_ _-_-_- // �/ f
-- ------------- _ _ - _ -i// / 3. IT
UTUTY LOCATIONS BEFORE CONSTRUCTION BEGINS. VERIFY FINISH GRADE ELEVATIONS INDICATED.
RELEASED FOR CONSTRUCTION :-------------------------------------------------------- - - - - - ------ EXISTING END SECTION //// ^ 0. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS.
- - - - - - - - - - - - - - - -750- - _ - - - - - _-_---_--_- _ - - v 7450 40 - / /// 4 VERIFY Iry . 6±(E- •RCP)_- /�/ IT SHALL BE THE CONTRACTORS RESPONSIBNTY TO FIELD VE II, SIDEWALK AGAINST BUILDING SHALL SLOPE AWAY FROM BUILDING AT
Subject to compliance wilt all regulations -------_ ------------ - - - - - - ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. 1.04%SLOPE MIN.
of state and local C.nMx--------------------------------------------- ------ .
City of Carmel
�; GIIM II
DATE: 06/17/19
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DATE:
06/22/2018
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SCALE:
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DATE:
06 22 18
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PROJECT NUMBER
TPS.007
DRAWING NUMBER
SHEET
C300
4 OF 16