HomeMy WebLinkAbout03090025 St. Christopher Episcopal Church Exapnsion pg. Vao
ao
4//ZI
20 -0 90 -0 UTILITY R f W
.1 5 7 .i
11 ■1 ..1 •_■a1■
■�ea..�._.._.'_.i■- a.1■�.1■aten. 1■_�1■�1■�1.�1
1■ t■ rat ■�1■�1■a
.1 1 1
GRASS
AREA
AREA
27' -0"
CONNECT DRIVE
TO EX
PARKING LOT
=Mb
BUFFERYARD
CITY ORDANCE CH 26
OWNER)
20' BUFFERYARD
PER CITY ORDANCE CH 26.4
(BY OWNER)
o..
I
I i o 1• 1 1
1 r.■ 1 ..1 1 a.l ..1 r 11 tom■ tom■ tom■
■1 _-I ■�5 ■tom!ar 1■. 1 s i■ ■1 tl.■ l il ll �1 �1 .l tom_ ■l .i< l 1r 1�1. �11a111 Y sf� �i' t t111� t111 t1� t 1111 ti• 1111 1111■ ti• 1111 111 t111i ■t111 ■t1111
:i ir �l �1 t tt: l �I_ j I i l��l �1 X �l1 �1■.�1■ Ali■._ i■ 1 r 1■ �■�1
�I...ii..�1.-1
1 �1 �1 t11111 ■>.1■ ..1...1.1...1 ■_�._■_■i�
MULTI -USE PATH
IMO
MM.
APPROXIMATE LOCATION OF ENTRANCE
TO "ALEXANDRIA OF CARMEL" DEVELOPMENT
BY PAUL 1 CRIPE. FOR FURTHER INFORMATION
CONTACT PAUL DONICA W/ CRIPE 0 317- 842 -6777
6' LANDSCAPING STRIP
(TYP., BY OWNER)
131st Street
f N!1!RN7flON
,4
444-4
441/11//4
AP P *4
itip\'; ?it* 1
Ill o \v*;:friert:vtirtixttztily2
51
ro
IF
a 4/.4#1********4!;
f 4******* 0
IF
J "ttt* *4** **I.
1
-dm "IbililtAtiriv-
,Iramar- irj irciraz--r--- a limi, L. ;A
*;*t i.4
\it
MeV
GRASS
AREA
CONTRACTOR TO UMIT WORK EXTENTS WITHIN PROPERTY UNE SHOWN ON THIS DRAWING
(TYPICAL FOR PHASE 1, PHASE 2, AND PHASE 3)
MOD
6
a
tD
WNW
PROPERTY UNE
IT ili' -t'
1"=30'
'\1
GRASS
AREA
NNW
MUM
WEND
MASTER SITE PLAN 41110
WARM
93' -9"
15' BUFFERYARD
PER CITY ORDANCE CH 26
(BY OWNER)
-5' UTILITY STRIP
GENERAL NOTES
NOTE: MASTER SITE PLAN SHOWS WORK FOR
PHASE 1, PHASE 2, AND PHASE 3.
SEE DRAWINGS C3.01 TO C3.03 FOR
SCOPE OF INDIVIDUAL PHASES.
1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE
RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION
OF EXISTING UTIUTIES, STRUCTURES, PIPES, PAVEMENTS, ETC.
AS RELATED TO THEIR WORK. NOTIFY ARCHITECT /ENGINEER OF
ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF
WITH SUBSOIL CONDITIONS.
3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF
THIS INFORMATION IS NOT GUARANTEED.
4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND
ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF
DOWNSPOUTS, WATER UNES, GAS ONES, TRANSFORMER'S PAD OR POLE.
5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION;
CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS
DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT
SECTION THAT MEETS OR EXCEEDS THE EXISTING SECTION BY THE
CONTRACTOR DOING THE WORK.
6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCION
SHALL BE RESTORED TO ORIGINAL OR BL.I I tk CONDITION.
7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAUUC
CALCULATION PURPOSES ONLY. R IS THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR
ACTUAL INSTALLATION.
9. CONSTRUCTION OF ALL SEWER UNES AND STRUCTURES SHALL BE
IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND
REGULATIONS.
10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY:
CONGDON ENGINEERING ASSOCIATES INC.
PROFFESSIONAL LAND SURVEYOR NO, 890004
3500 DEPAW BLVD., SUITE 1055
INDIANAPOLIS, INDIANA 46268
11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING
UNDERDRAINS WITHIN UMITS OF RIGHT -OF -WAY.
12. FOR ALL WORK WITHIN UMITS OF RIGHT -OF -WAY
SEE D.O.T. STANDARD DETAILS.
13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR
EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED.
15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO
BASE LINES, PROPERTY UNES OR BUILDING LINES
UNLESS OTHERWISE NOTED.
17. ALL STRIPES ARE TO BE 4' PAINTED, WHITE, UNLESS
OTHERWISE NOTED.
18. HANDICAPED RAMPS AND SIGNAGE SHALL BE IN
ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND
LOCAL CODES WHICHEVER HAS JURISDICATIONS. SEE SITE
PLAN FOR LOCATTON AND SITE DETAILS FOR SPECIFICATIONS.
19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE,
AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN TRAFFlC
CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR
LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL
BE PER THE DIRECTION OF THE GOVERNING AGENCY.
20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE
ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED
ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE
CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE
CONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE
METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
21. DETENTION DESIGN
PHASE 1:
WATER ELEV. 870.0' FOR 100 YEAR RECURRENCE INTERVAL
PHASE 2:
WATER ELEV. 870.2' FOR 100 YEAR RECURRENCE INTERVAL
PHASE 3:
WATER ELEV. 870.2' FOR 10 YEAR RECURRENCE INTERVAL
WATER ELEV. 871.0' FOR 100 YEAR RECURRENCE INTERVAL
UTILITY CONTACT INFORMATION:
ELECTRIC: CINERGY
139 EAST FOURTH S I tE i
CINCINNATI, OH 45202
800/5212232x4 (CHOICE 0)
OR 838 -6435 (JENNIFER)
EXCAVATION: INDIANA UNDERGROUND PLANT PROTECTION SERVICES
NOTIFY 2 FULL BUSINESS DAYS PRIOR TO EXCAVATING
800/382 -5544
FIRE: CARMEL FIRE DEPARTMENT HEADQUARTERS
TWO CIVIC SQUARE
CARMEL, IN 46032
317/571 -2600
GAS: VECTREN
1630 NORTH MERIDIAN STREET
INDIANAPOLIS, IN 46202
800/777 2060x6 (REGINA)
PHONE: McLEOD USA
CUSTOMER SERVICE: 800/593 -1177
CONSTRUCTION GROUP: 800/332 -2385
SEWER: CARMEL UTILITIES SEWER DEPARTMENT
ONE CIVIC SQUARE
CARMEL, IN 46032
317/571 -2648
WATER: INDIANAPOLIS WATER BY US FILTER
1220 WATERWAY BOULEVARD
INDIANAPOLIS, IN 46202
877/631 -1431
CARMEL UTILITIES WATER DEPARTMENT
ONE CIVIC SQUARE
CARMEL, IN 46032
317/571 -2639
LEGEND
PROPOSED
PROPOSED PHASE 1 CONTOURS
EXISTING CONTOURS
W EXISTING WATER UNE
w
-OH
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
EXISTING OVER HEAD UTILITY
PROPOSED SIDEWALK
PROPOSED PHASE 1 BUILDING
PROPOSED PHASE 2 BUILDING
PROPOSED PHASE 3 BUILDING
Ems
WOOLLEN, MOLZAN
AND PARTNERS, INC.
ARCHITECTURE
47 South Pernsytvan(a Street Suite 1000 Indianapolis. IN 46204
317.632.7484. 317.687.2064 (fax) www woollenmolzan.00m
Cfvtt i Structural Engineers
ARSEE ENGINEERS, INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038 -9459
Telephone: (317) 594 -5152
Fax: (317) 594 -9590
E -mail: Imodlln @arsee- engineecs.com
Mechanical Electrical Plumbing Engineers
R.E. Dimond
and Associates, Inc.
Consulting Engineers
732 North Capitol Avenue
Indianapolis, Indiana 46204
Telephone: (317)634 -4672
Fax:
(317)638 -8725
r1:
RE PER HAMILTON COUNTY/ 03/29/04
CITY OF CAR ME L COMMENTS,
SIGNED AND SEALED
O
4-4
tO)
'6 Lim
viC
V
z
a
ply
Date
Drawn
MAG
Drawing Name
MASTER
SITE PLAN
Sheet No.
CONSTRUCTION
DOCUMENTS
PHASE 1,2 &3
ont% !!U•ta•:;,
S rEq•�
=r
10001109 o
w STATE OF
'4, ti
�iliumu ino
OCTOBER 14, 2003
Chedrod
VAE