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2 ARC H ITECTU RAL S ITE P LAN
SCALE: 1 "=10'
BANNER LOGO TC
BE PROVIDED BY
OWNER
ALL LETTERS RED
W/ BLACK OUTLIN
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3 PROJECT SIGN
SCALE: 3/4" = 1'-0"
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1. ACCESS TO THE BUILDING SHALL BE PROVIDED AT PRIMARY
ENTRANCE(S).
2. WALKS AND SIDEWALKS SHALL HAVE A CONT. COMMON SURFACE
NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL
EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 4�?" IN WIDTH.
3. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL
BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM
SALTED FINISH.
4. SURFACES WITH A SLOPE OF 6% GRADIENT OR GREATER SHALL BE
SLIP RESISTANT.
5. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT.
6. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF
GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE
SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE GRATINGS
SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
7. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK
EXCEEDS 1 VERTICAL TO 20 HORIZ., IT SHALL COMPLY WITH THE
PROVISIONS OF A PEDESTRIAN RAMP.
8. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED NO
GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEED 1/4"
MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2",
THEY SHALL COMPLY WITH THE REQ'S. FOR CURB RAMPS.
4 SITE ACCESSIBILITY NOTES
SCALE: NONE
9. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON
EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE
DIRECTION OF DOOR SWING OF AT LEAST 60", AND THE LENGTH
OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT
RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION.
10. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL
AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY
400 FEET.
1 1. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR
SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4" IN
A VERTICAL DIMENSION SHALL BE IDENTIFIED BY CURBS PROJECTING
AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO
WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR
HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL IS
PROVIDED CENTERED 3" (PLUS OR MINUS 1"), ABOVE THE SURFACE OF
THE WALK OR SIDEWALK, THE WALK IS 5% OR LESS GRADIENT OR NO
ADJACENT HAZARD EXITS.
� UP
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EXIST. SITE
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1 CONCRETE SERVICE AREA , FINISH CS-1 SEE A2.1 � p GREASE TRAP LOCATION-COORD. W/
CIVIL, PLUMB. DWGS.
2 HANDICAP RAMP - SEE DETAIL 12/A1.1 � 1 LANDSCAPING - REFER TO LANDSCAPE DWGS
3 STRIP ACCESS ROUTE 12 PRECAST CONCRETE WHEEL STOPS
PROJECT SIGN LOCATION (TO PROVIDE
4 BEST VISIBILITY) SEE DETAIL 3/A1.0. REFER 13 LIMITS OF CONSTRUCTION
TO SPECS SECTIO 0 53 .
5 HANDICAP SIGN W/POST AND ON WALL � 4 gOLLARD SEE 5/Al .l
- SEE 6/A1.1
6 PAINT HANDICAP SIGN PER 7/Al.l 15 TO-GO SIGN
SEE DETAIL 17/Al.l
� EXISITING LOCATION OF PAD MTD. 16 PROPERTY LINE
TRANSFORMER
RETAINING WALL BY ANCHOR WALL
8 ASPHALT PAVING - SEE CIVIL DWGS. 17 CONTACT; BRIAN BELASCO 847-894-2186
9 CONC. WALK PER DETAIL 10/Al .l (6)U-TYPE BIKE RACKS TO COMPLY PER
(COORD. W/ CIVIL) 18 ZONNING ORDINANCE CHAPTER 27.06
5 S ITE P LAN N OTES
SCALE: NONE
�TM
1. 125 PARKING SPACES PREFERRED.
2. TWO-WAY CIRCULATION REQUIRED, 24'-0" WIDTH MINIMUM (SUBJECT
TO LOCAL CODES � ZONING)
3. 9'-0" x 18'-0" STANDARD PARKING STALL SIZE (SUBJECT TO LOCAL
CODES & ZONING)
4. PROVIDE SECONDARY EXIT AS REQ'D BY CODE
5. SERVICE YARD TO BE DARK GREY STAINED CONC.
6. PARKING LOT STRIPING SHOULD BE 4" WIDE FLAT WHITE
7. HANDICAP SPACES SHOULD BE LOCATED TO PROVIDE
HANDICAP PATRONS DIRECT ACCESS TO PRIMARY
ENTRY WITHOUT CROSSING DRIVE AISLE.
8. PROVIDE CLEAR ACCESS FOR EMERGENCY VEHICLES, DELIVERY
TRUCKS AND WASTE HAULING VEHICLES.
6 SITE PLAN DESIGN CRITERIA
SCALE: NONE
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Revisions
�PERMIT ISSUE
3/9/07
�REV PER PLANING/CLIENT
8/30/07
�BID CLARIFICATION
9/ 19/07
�REV PER ENGINEERING
10/3/07
�REV PER ENVIRONMENTAL/CLIENT
10/9/07
�REV PER CLIENT
10/16/07
�
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE-
PARED UNDER MY SUPERVISION AND THAT TO THE BEST
OF MY KNOWLEDGE, THE SAME COMPLY WITH ALi RULES,
REGULATIONS AND ORDINANCES OF CARMEL, IN
RELATING TO STRUCTURES AND BU',LD NGS.
ARCHITECT
Drawn By Checked By
Scale Date
1" = 20' - 0" 3/9/07
Job No.
07-4652
Sheet No.
Al .0
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Curb Box
With Cover/Lid
1 '-0" To Buildin
�(1/erify) �
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HDPE Sleeve** I I 3
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Concrete Block
Curb Stop
Copper Service Line
Corporation Stop
Tapped
Service Clamp Water Main
Length - 1/a�ies 1'-0" To Buildin
HDPE Sleeve*# (Verify� �
(Unde� Pvmnt) 3
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N � � urb Stop a
LCurb Box
With Cover/Lid
Coppe� Service Line
* Service Soddle Must Be Omitted For Services 1" And Smoller And
D7ect Ta s Made to Duct7e iron P' Cl 350 0 G t (l/ 'f
NOTE.•
1) 1" Or Smaller Service Line
Shall Be Direct Top Un/ess
Approved By Carmel Utilities.
2) Corporotion Stop Shall Be
Brand And Mode/ Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
lnstalled With A Min. Horiz.
Separation of 24':
4) 2/nch Taps And Smaller
Shall Not Be /nstalled Within
Within 18 /nches of Mechanical
Joints And Bells.
i p � ipe, ass r reo er. en y
with Owne� For Pressure Closs DIP.) CITY OF CARMEL T�'�' COMMERCIAL 1PATER
•• For olI Service Lrnes Installed Unde� Pavement lnstal! HOPE Sleeve STANDARD DETAILS SERVICE DETAIL
Under Povement Section. p�{�; �;
DATB: YARCH 2O07 SCAI.S: NOT TO SCAiB CROSSROAD SNGINffiL4, PC CI14-1
SIZE "W U°** 'i
6° 2"-6" 2'-0° 4"
a~ 2'-s" 2'-�" 4'
10" 2'-6" 2'-3" 4
12° 2'-9" 2'-5" 4"
15" 3"-0° 2"-8' S'
18" 3"-6° 3'-0' S"
21" .3"-11' 3=4" 6'
24° 4'-3" 3=8" 6"
27" 5'-6" 3'-11" 6"
30° 5'-9" 4'-4" 6°
36" 6'-3" 5'-2"
6"
- 8-
42" 6' 11 "
48" 7'-4" 9"
54" B"-0" 9"
60" 8 =6" 9"
66° 9'-1" g°
72' 9 �-8" 10"
7B" f0 =3° 70"
1'-0' Minknum
Undlsturbed GYaind
£xisting PoHSmeot, Sow
c�.r sr.o�,r edys
Specio/ Bockfd/ Under
Po�„a.,r, a;� �k9
Q' Mhere Ordered Tanped
/n b' Loyers
spadm eoartA� .Shd�
Cmform To /NOOT 211.A26
Undisturbed Eorth
TRENCH SCHE�ULE
�x Table ls Fo� ASTM D-.7034, Woll Thickness
Closs SDR 35 Fo� 6"-15" And ASTM
F-679 Woll Thickness Closs T-1 For
1B"-.36. For Other Flexible Pipes,
Minimum T�ench Width U" Sholl Meet
Manufactu�er"s Requirements.
Motch Existing Povement
Moterio/ And Thickness
App�ov�d Excovoted Materiol ln Unpov�d
Areos Un/ess 6therwise Directed
Note: Under Existing Sewers, Woter Lines,
Gos Lines, Te/ephone Cob/e And
£lectricol Conduits Bockfill �th
. �j Gronulor Bedding Moteriol To The
'. Cente�line Of The Existing Uti/ity
' Lines.
Fer Flexib/e Ppe Nith Sa✓id Oh Prehle M6J/;
dmula @edoYng Moterld 57wM @e P/aced
. And Hond Tamped /n 6� Layera To A M,'rrimum
e Of 1'-s' Absw Pjva
�on
c
e e o e n Bed Pipe /n $oecYhed GYmWOr
p o e C Bedoing Motarid Hmd Tomped /n 6' /oyss
to e to 72 ioches oboro pjve
Beddhg Moteria✓ SriaM Confarm
ro i�veor so.zoz si:e Na e
Tup Of Pipe
�
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+ Note.• "W ls The Moximum �dth Fa� Rigid Pipes.
U" ls The Minimum �dth For F/exib/e Pipes
ln Accordonce �th AS71N D-2321.
NOTE:
TR E N C H � E TA I L ALL DUCTILE IRON WATERMAINS SHALL BE
FOR SEWER AND WATER MA/NS NTS gEDDED IN SAND, FROM THE BOTTOM OF
THE TRENCH TO 12" ABOVE THE PIPE
nnF:
CITY OF CARMEL TRENCH DETAIL &
STANDARm �ETAILS TRENCH SCHE�ULE
rarn y.
Date: March 2001 Scale: Not Te Scale �onea k Henry p�Minq Nama CW3
CITY OF CARMEL WATER UTILITY PIPE INSTALLATION NOTES:
ALL WORK SHALL BE IN THE BEST PRACTILES OF THE WATER UTILITY WDUSTRY AND THE AMERICAN
WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL STATE,
AND LOCAL CODES AND REGULATIONS.
FURTHERMORE:
1) ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE
CONTRACTOR/DEVELOPER OR HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE
SATISFACTION AND DIRECTION OF THE CITY OF CARMEL WATER UTILITY BY THE
CONTRACTOR/DEVELOPER AT HIS OWN EXPENSE.
2) SHOULD THE CONTRATOR/DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS
CONTAINED HEREIN, HE SHALL SUBMIT SAMPLES AND/OR SPECIFICATIONS OF SUCH
ALTERNATIVES TO THE CITY OF CARMEL WATER UTILITY BEFORE PROCEEDING.
3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF
CARMEL WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB.
4) THE CONTRACTOR/DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE
PRESENT OPERATION OF THE EXISTWG CITY OF CARMEL WATER UTILITY'S WATER/SANITARY
SEWER SYSTEM. IF ANY WORK WTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL
WATER UTILITY AND THE CONTRACTOR/DEVELOPER, THE CITY OF CARMEL WATER UTILITY WILL
RECEIVE PRIORITY IN SCHEDULING.
THE ITY WILL NEED 2 ET F PAPER
5) C S S O /HARD COPY AS BUILTS AS WELL AS 2 COPIES OF
ELECTRONIC AS BUILDS ON A CD. THESE CD DRAWINGS MUST INCLUDE STREETS, LOTS, WATER
MAINS, AND THE MEASUREMENTS OF ALL VALVES, LATERALS, FITTWGS AND SERVICE LINES.
WATER WILL NOT BE TURNED ON OR �PPROVED UNTIL THIS REQUIREMENT IS FULFILLED.
6) THE DEVELOPER'S CONTRACTOR SHAI_L BE BILLED FOR ALL BIOLOGICAL LAB SERVICES.
7) ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE
TRENCH TO 12" ABOVE THE PIPE.
8) BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER
WIRE MUST BE INSTALLED WITH ALL WATER MAIN LAID IN CARMEL.
9) THE DEVELOPER SHALL VERIFY THE ELEVATIONS OF EXISTING UTILITIES AND DESIGN PLANS
ACCORDINGLY. EXISTWG INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW
DEVELOPMENTS.
10) POSI-CAPS OR THE EQUNALENT ARE NOW REQUIRED ON ALL WATER VALVE INSTALLATIONS.
1 1) CONTRACTOR WILL NEED TO CALL FOR AN ON SITE MEET WITH THE INSPECTOR PRIC°. TO
WATER MAIN INSTALLATION.
12) CONTRACTOR WILL NEED TO HAVE AN APPROVED STAMPED SET OF PRWTS BEFORE STARTING
ANY CONSTRUCTION.
13) UTILITY WSPECTORS HAVE THE AUTHC>RITY TO MAKE CHANGES IN THE FIELD IF CONDITIONS
ARE WARRANTED.
� SITE UTILITY PLAN
SCALE: 1 "=20'-0"
;-ST. MH #1 `3.i
:> FR.851.30
` INV.847.75 (SW) ;�
INV.847.58 (SE) ,,.�'
�-...., .: ...: ... ...:
7 12 RCP ST.
SEW. @ 0.97%
FINISHED GRADE
854 ..................:............... ..:...`
852
850 :.__ . .... . .. :... ...._.........;._;
---._�„ : :
848 .... ..� ......:... ....... i.....:. .:
846 ...................:........... ......s..
; [ EX. 12" RCP ST.
SEW. @ 0.97%
844 i . ......... . ..: .. ... ... . .. .. :
' EX. 12" RCP ST.
; :...................:. :
EW
S .
842 :.....................................:...: INV.847.51
DATUY �'l.8'V
B40. QO
T RM EWER PROFILE
S O S
H : 1 "=20'
V: 1 "=5'
`�.�'..,�,..,.,�:^' :,...�...�... �-�yt;, •�,. .,v;,� ,�4\�3�`.
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> �STRUCTURE DATA TABLE ;'
�"�r,,,: ��.::ti.,...''�.,.,. ''\..... .. �.�.r.,:=�,.,: ��.�\.».: �.,.
STRUCTURE NUMBER UPSTREAM STRUCTURE NUMBER DOWNSTREAM STRUCTURE NUMBER TOP CASTING ELEVATION UPSTREAM PIPE ELEVATION DOWNSTREAM PIPE ELEVATION PIPE LENGTH PIPE MATERIAL PIPE SIZE PIPE SLOPE STRUCTURE TYPE STRUCTURE DETAIL REFERENCE NOTES
S'. MH z' �?. CLEAN-OUT #3 EX. 12" RCP SL SEW. 851.30' 847J5' 847.58'+_ 7' RCP CLASS III 12" 0.97% STORM MANHOLE HAMILTON COUNTY SURVEYOR'S OFFlCE STANDARD PLAN D-20 -
S?. nar. z2 3-�G. CONNECTION ST. MH #7 851.30' 848.W' 848.40' 65 RCP CLASS III 12" 1.00% STORM MANHOLE HAMILTON COUNTY SURVEYOR'S OFRCE STANDARD PLAN D-20 -
ST. C�EAN-0U' �3 ;--iG. CONNECTION ST. MH #2 85255 849.45' 849.45' 91' PVC SDR 35 6" 1.00% STORM CLEAN-OUT CLEANOUT TYPE 2 PRIVATE LME
SAh. CLEAN-COT �'� 3-�G. CONNECTION EX. 8" SAN. SEW. STUB 852.00' 839.95' 83995 S PVC SDR 35 6" 5.00% SANITARY CLEAN-OUT CLEANOUT TYPE 2 -
SAH. C'�_E.4H-CJT �2 =-�r,. CONNECTION GREASE INTERCEPTOR 852.00' 540.30' 840.30' S' PVC SDR 35 6" 4.60% SANITARY CLEAN-OUT CLEANOUT TYPE 2 -
vREASE !tiTERCEP'03 ;�rl. CLEAN-OUT #2 EX.B" SAN. SEW. STUB 852.00' 840.07' 83990' 4' PVC SDR 35 6" 5.00% GREASE WTERCEPTOR SEE PLUMBING PLAN fOR DETAIL -
EAST R.O.w. LINE OF
CLAY TERRACE BLVD.
SOI)TH LINE OF EX.
�0 PIPELWE EASEMENT
TRASH ENCLOSURE
(SEE ARCHITECTURA�
PLANS)
5 LF. COMBINED DEPRESSED �
CURB 8 GUTTER 4��
F'ETAINING WALLSHOWN�
� 0R REFERENCE ONLY.
F'EFER TO STRUCTURAL
- - - DRAWWGS - -
--- _._: . : _ ,� ---- _°-ti .__. __°� --° - . �;
EX. 12 RCP ST. SEW.
EX. ST. MH
F R 858 98
I N V, 8� 4 0,"�. �,,...-,-.
3 ST. MH #2 1
�� FR.851.30
'; INV.848.50(IN)
\,INV.848.40�O1
l\..:"' � .�����.:i
BIKE RACK (TYPICAL) -
SITE UTILITY PLAN
1 �� = 2��_�u
0 10 20 40
91'-6" PVC ROOF-
DRAIN @ 1.00%
'c� _>
.._ .�....�...:.�,��......,....
20' 6" PVC ROOF-
DRAIN @ 1 .00%
BLDG. INV. 849.65
ST. CLEAN-OUT #3
LID. 852.55
INV. 849.45
EX. ST. MH
FR. 855.37
INV.85 7
0.5
EX. 12 RCP ST. SEW.
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SEE DETAIL ON Cl .4)
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INV. 847J5(SW)
INV. 847.58±(SE)
� 7'-12" RCP. ST.
SEW. @ 0.97%
COMBINED CURB &
GUTTER TYPE II
(TYPICAL)
-NEW SIDEWALK TO
MATCH EX. BIKEPATH
FLUSH
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; �; EX. 10' UTILITY I ��
' FLUSH --_.�._,.----;,.__..----..________.--_.___�___,___.�____;_�>�'� ; ;
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_____.,_____ i
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� EX. ST. MH 5 � �� � I
FR.849J6 ���� 'z� I
INV. 845.26 EX. 15' UTILITY ��� `,
� `i �
EASEMENT „ .
I� ,.
.,.. __ � _.t �,
---_ .--,�� ;.
EX. CURB 8. GUTTER
(TO BE REPLACED WITH 47 L.F. COMBINED
DEPRESSED CURB & GUTTER TO MATCH
EXISTING PAVEMENT FLUSH TYPICAL)
q�". .b\� ��-- ::G'."'
GA�1ioN:
GAS PIPELINES
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EX. TRANSFORMER
ON CONCRETE PAD
�5' SHRUBS AROUND
CONCRETE PAD _ _
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� (TYPICAL)
.
I��GAS SERVICE LWE :
K'.� . �> �� . *t.:.. ..:
2" COPPER WAfER �'`
SERVICE W/ CURB
STOP IN CURB BOX
SAWCUT AND REMOVE EX. PAVEMENT & CURBS AS
REQUIRED TO INSTALL WATER SERVICE. PROVIDE
I SPECIAL BACKFILL PER DETAIL CW3, H.D. PAVEMENT
AND COMB CURB & GUTTER TYPE II
� ,. '�, ,.�ti.�..�\..:�..�. � � '
� SAN. CLEAN OUT #1 °�^° � ,
LID. 852.00
I NV. 839.95
5' 6" SANITARY
SERVICE @ 5.00%
�NNE T" ERVI E T
CO C 6S CS O
EXISTING 8" SERVICE STUB
� USING PVC COUPLINGS
�EX. 8" SAN. SEW. STUB
INV. 839.70±
EX. SAN. MH
FR. 850.63
'�.,,.�N V. 839 ;(�� � �
�6 WET?AP PER � ��2�
CARMEL UTILITIES ,.'
F, STANDARDS
�E�2`:`�l 2�'�7�'�e..gi ,.
�t ; SEW. @ 0.97%
�'"�= -- --
� �-EX. 24" RCP ST. SEW.
I EX. ST. MH 7
� FR.85027
INV. 846.17(NW)
INV. 844.87(SW)
� ` INV.835.77(E)
4J�'-b" SANITARY
I SERVICE @ 5.00%
�-GREASE INTERCEPTOR
(SEE PLUMBING PLAN)
FR. 852.00 N
(1
FR. 852.00(S)
INV. 840.07(IN)
INV. 839.900UT)
S-6" SANITARY
� SERVICE @ 4.60%
�SAN. CLEAN-OUT #2
LID. 852.00
� INV.840.30
1. REFER TO ARCHITECTURAL PLANS FOk ALL BUILDING DIMENSIONS.
2. ALL DIMENSIONS ARE MEASURED TO iHE FACE OF CURB.
3. ALL SANITARY SEWER SHALL BE PVC SDR 35 PER ASTM D-3034 WITH
JOINTS PER ASTM D-3212.
4. ALL STORM SEWER SHALL BE RCP CLASS III PER ASTM C-443 AND
JOINTS SHALL BE FLEXIBLE & WATERTIGHT IN ACCORDANCE WITH
SECTION 906 OF THE LATEST EDITION OF THE INDOT "STANDARD
SPECIFICATIONS."
5. PRIVATE STORM SEWER ROOF DRAINS SHALL BE PVC SDR 35 PER
ASTM D-3034 WITH JOINTS PER ASTM D-3212.
6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R-2015 OR EAST
JORDAN 1050Z1 Ml PER HAMILTON COUNTY SURVEYOR'S OFFICE
STANDARD CT-2 AND CITY OF CARMEL STORM WATER TECHNICAL
STANDARDS MANUAL.
7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE
HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN D-20
AND CITY OF CARMEL STORM WATER TECHNICAL STANDARDS
MANUAL.
8. WATERMAIN SHALL BE DUCTILE IRON CLASS 50 PER ANSI A21.5 AND
AWWA C151.
9. NO EARTH DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM
WATER MANAGEMENT PERMIT IS OBTqINED.
2 UTI LITY N OTES
SCALE: NONE
4
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SCALE: NONE
1 .5
2.0"
8"
HMA SURFACE, TYPE A( i b5nlS.Y.)
HMA INTERMEDIATE, TYPE A
(275#/S.Y_)
COMPACTED AGGREGATE
BASE COURSE NO. 53
4 BITUMINOUS PVMT.
SCALE: NONE
1.$
20"
10'
HMA SURFACE, iYPE A (165#/S.Y.)
HMA INTERMEDIATE, TYPE A
275?i .Y.
( /S )
COMPACTED AGGREGATE
BASE COURSE NO. 53
5 HD BITUMINOUS PVMT.
SCALE: NONE
�5
2.0"
8„
HMA SURFACE TYPE A 1 #.Y.
( 65 /S )
HMA INTERMEDIATE TYPE A
(vs#is.r.�
COMPACTED AGGREGATE
BASE COURSE NO. 53
� ...,,,, �X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANi1FACTURER'S SPECIFICATIONS
6 ALT. HD BIT. PVMT.
SCALE: NONE
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Revisions
�PERMIT ISSUE
3/9/07
�REV PER PLANNING/CLIENT
8/30/07
�BID CLARIFICATION
9/19/07
�REV PER ENGINEERING
10/3/2007
�REV PER ENVIRONMENTAL/CLIENT
10/9/07
�REV PER CLIENT
10/16/07
�
Civil engineering design
prepared at or under the
direction of:
`,���111/11/�/
�`�sC� UF��i
�•���� �'s'r'FR�,''c�r� ��
���� °�:�•
• �
� No.10001221 •
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r
� F '•, �ND I ANP',rf ����'
/�' ; ���" �, �l,,,�
��
SIGNED: �D/3i/Z00%
Drawn By Checked By
R.J.B. J.C.U.
Scale Dote
1" = 20' - 0" 02/19/07
Job No.
200 7-08
Sheet No.
Cl .2