HomeMy WebLinkAboutSite Plans Set_Stamped Approved1615 E 116TH ST
Carmel, IN 46032
May 12, 2023
95% Construction Documents
North
Central Park Corner Trail Connection
NOT TO SCALE
Prepared for:
Carmel Clay Parks &
Recreation
1411 East 116th Street
Carmel, IN 46032
Contact: Michael Klitzing
317.573.4018
PROJECT VICINITY MAP NOT TO SCALE
North
Project
Area
PROJECT LOCATION MAP
SmithGroup Project Number: 13168
Prepared by:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
Project
Location
SHEET INDEX
G-001 GENERAL NOTES
C-100 EXISTING CONDITIONS
C-101 SITE PREPARATION AND EROSION CONTROL PLAN
C-102 LAYOUT, MATERIALS AND PLANTING PLAN
C-103 GRADING PLAN
C-500 SITE DETAILS
C-501 PLANTING DETAILS
Docket No. PZ-2023-00115 TAC: Central Park - The Corner Trail Connection
07/03/23
GENERAL NOTES
13618
G-001
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
GENERAL NOTES
1. CARMEL CLAY PARKS AND RECREATION IS ABBREVIATED AS
CCPR.
2. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE
CODES, REGULATIONS, AND ORDINANCES.
3. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
4. PRIOR TO START OF PROJECT WORK, VERIFY ALL SITE
CONDITIONS AND SUBMIT A PROJECT PROGRESS SCHEDULE
TO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT. DO
NOT BEGIN WORK PRIOR TO WRITTEN AUTHORIZATION TO
PROCEED IS ISSUED BY THE OWNER.
5. NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY
IDENTIFIED DISCREPANCIES WITHIN THE CONSTRUCTION
DOCUMENTS PRIOR TO THE START OF WORK. DURING
PERFORMANCE OF THE WORK, VERIFY ALL DIMENSIONS AND
CONDITIONS AT THE JOB SITE AND CROSS-CHECK DETAILS AND
DIMENSIONS SHOWN ON THE DRAWINGS WITH RELATED
REQUIREMENTS ON THE DRAWINGS. CONTRACTOR SHALL
VERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. IN
ALL CASES WHERE A CONFLICT MAY OCCUR, THE
ARCHITECT/ENGINEER SHALL BE NOTIFIED AND WILL
INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS.
6. PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS
AND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE
AFFECTED BY CONSTRUCTION AND PROVIDE PROTECTION
FROM DAMAGE.
7. TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO
PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM
DAMAGE THROUGHOUT CONSTRUCTION, INCLUDING DAMAGES
TO ROADS, UTILITIES, WALKS, WALLS, DRIVES, CURBS, ETC.
8. SECURE ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY
COMPANIES WITH UTILITIES ON THE SITE PRIOR TO THE
CONSTRUCTION OF THE PROJECT. ADHERE TO ALL
APPLICABLE LOCAL, STATE AND FEDERAL LAWS OR
REGULATIONS PERTAINING TO THE PROJECT.
9. PROTECT ALL WETLANDS FROM DISTURBANCE UNLESS
SPECIFICALLY ALLOWED BY PERMIT.
10. ESTABLISH AND MAINTAIN SITE SECURITY UNTIL PROJECT
ACCEPTANCE.
11. REFER TO THE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS NOT SHOWN ON DRAWINGS.
12. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES
UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.
WHERE NO SPECIFIC DETAIL IS SHOWN, NOTIFY ARCHITECT /
ENGINEER TO REQUEST INFORMATION.
13. TAKE NOTE OF ALL GRADING AND DRAINAGE WAYS AND
MAINTAIN THESE DRAIN WAY FLOWS FREE OF OBSTRUCTIONS.
14. DISPOSE OF ALL ELEMENTS DESIGNATED FOR REMOVAL IN A
LEGAL MANNER. PROVIDE RECEIPTS AND LETTERS FROM
DISPOSAL SITES TO OWNER IF REQUIRED BY THE OWNER.
PREPARE AND OBTAIN REGULATORY APPROVALS FOR
DISPOSAL SITES IF REQUIRED BY REGULATORY AGENCIES.
15. COORDINATE WORK OF SUBCONTRACTORS AND ALL OTHER
CONTRACTORS TO ENSURE ORDERLY AND EFFICIENT
COMPLETION OF ALL WORK.
LAYOUT & MATERIALS NOTES
1. THE LAYOUT OF FACILITIES SHOWN ON THESE DRAWINGS ARE BASED
ON THE HORIZONTAL AND VERTICAL CONTROL SYSTEM ESTABLISHED
BY THE SURVEY.
2. AN ELECTRONIC COPY OF AN AUTOCAD DRAWING FILE WILL BE
PROVIDED TO THE SUCCESSFUL BIDDER FOR LAYOUT OF PROPOSED
FACILITIES DESIGNED BY ENGINEER AND SHOULD BE USED ONLY FOR
THOSE FACILITIES. NO GUARANTEE IS MADE BY ENGINEER FOR THE
ACCURACY OF WORK PROVIDED BY OTHERS. STAKING IS
RESPONSIBILITY OF CONTRACTOR.
3. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACT
DOCUMENTS AND THE ELECTRONIC FILES, THE CONTRACT DRAWINGS
WILL CONTROL. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY
WHEN ANY DISCREPANCY IS NOTED.
4. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS
DIRECTED BY THE ENGINEER IF NECESSARY TO CONNECT TO
EXISTING FACILITIES.
5. ALL DIMENSIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE ARCHITECT/ENGINEER
IMMEDIATELY.
6. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO
LAYOUT AND CONSTRUCT WORK.
7. CONTRACTOR SHALL CONFIRM LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
8. PAVING RADII SHALL BE FORMED COMPLETELY AND SMOOTHLY
TRANSITION INTO TANGENTS AND ADJOINING LINES. FLATTENED
SEGMENTS IN HORIZONTAL LAYOUT SHALL BE REMOVED AND
REPLACED AT NO COST TO OWNER.
9. REFER TO 2011 INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) WITH LATEST REVISONS (EFFECTIVE 2016) FOR SIGN
PANEL GUIDELINES, LAYOUT GUIDELINES, AND REFERENCES. REFER
TO INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) 2020
STANDARD SPECIFICATION SECTION 802 FOR SIGNS AND SECTION 808
FOR PAVEMENT MARKINGS. REFER TO INDOT STANDARD DRAWING (E
802-SNGS-05, E 802-SNGS-06) FOR SIGN REFLECTORIZATION
SCHEDULE, STANDARD DRAWING (E 802-SNGS-09, E 802-SNGS-10) FOR
STEEL SIGN POSTS SIZES AND DATA.
10. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT
REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS.
11. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT
-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CARMEL
DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT
THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF
THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS
IT RELATES TO ANY WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
12. ALL DIMENSIONS GIVEN ARE TO BACK OF CURB.
1. EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF
"PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN
COMPLETED, IN ADDITION TO ITEMS DEPICTED ON PLAN.
2. IDEM RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL
POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED
(TEMPORARY OR PERMANENT SEED, MULCH, ETC.) IMMEDIATELY.
3. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES
MAY BE REQUIRED IN THE FIELD BY CITY OF CARMEL OR HAMILTON
COUNTY.
4. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN
ROADWAYS.
4. INSTALL SILT SOCK SOCK AS SHOWN ON PLANS
5. MAINTAIN ALL INLET PROTECTION, SILT SOCK, AND SILT FENCE BY
CLEANING OUT EVERY WEEK AND AFTER EVERY STORM EVENT.
6. STRIP TOPSOIL FROM CONSTRUCTION AREA FOR REUSE
7. INSTALL TRASH DUMPSTER AND PLACE PORT-O-LET.
8. CONTACT PERSON:
CARMEL-CLAY PARKS AND RECREATION
MICHAEL KLITZING,
DIRECTOR OF CARMEL-CLAY PARKS & RECREATION
1411 EAST 116TH STREET
CARMEL, IN 46032
PH: 317-843-3875
PRECONSTRUCTION ACTIVITIES
SITE STABILIZATION NOTES
1. COMPLETE EARTHWORK AND FINISH GRADING FOR SEEDED AREAS.
APPLY SEED AND MULCH WITHIN 30 HOURS OF SEEDBED
PREPARATION.
2. STABILIZATION OF A PROJECT SITE IS CONSIDERED ACHIEVED WHEN
ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A
UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%
HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT
COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT
PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED.
3. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES
AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION WILL
NO LONGER OCCUR.
4. AFTER THE CONTRACTOR HAS REMOVED TEMPORARY EROSION
CONTROL MEASURES, ALL DISTURBED AREAS FROM REMOVAL OF
CONTROLS & AT PROJECT LIMITS SHALL BE RE-SEEDED AS
REQUIRED.
GRADING NOTES
1. BEFORE ANY EXCAVATION ON THE SITE, CALL INDIANA 811 TO LOCATE
ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL
BECOME FAMILIAR WITH THE LOCATION OF ALL BURIED UTILITIES IN
THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE
CONTRACTOR SHALL BE LIABLE FOR THE COST OF REPAIRING OR
REPLACING ANY UTILITIES OR CONDUIT DAMAGED DURING THE
INSTALLATION OF THIS WORK.
2. GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR
OTHER IRREGULARITIES AFTER COMPACTION OF SOIL AND
INSTALLATION OF PAVEMENT, AND SHALL BE UNIFORM IN SLOPE
BETWEEN THE ELEVATIONS INDICATED.
3. ANY DEPRESSIONS WHICH CAUSE STANDING WATER ON PAVEMENT
WILL REQUIRE CORRECTIVE ACTION BY THE CONTRACTOR WITH NO
COST TO THE OWNER.
4. ALL PAVED SURFACES MUST HAVE A MINIMUM GRADE OF 1% AND
SHALL NOT EXCEED 5% , INCLUDING GRADING TOLERANCES.
CROSS-SLOPES ON ALL PAVED SURFACES SHALL NOT EXCEED 2%,
INCLUDING GRADING TOLERANCES. ANY PROPOSED GRADES ON THE
PLANS WHICH DO NOT MEET THE AFOREMENTIONED SLOPES
REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. PAVED SURFACES
FOUND TO BE IN NON-CONFORMANCE WITH SLOPE REQUIREMENTS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO OWNER.
DIRECT ALL QUESTIONS OF ADA/ADAAG COMPLIANCE TO THE
ARCHITECT/ENGINEER FOR RESOLUTION.
5. FINISH GRADES SHALL SMOOTHLY TRANSITION TO EXISTING AT LIMIT
OF GRADING.
6. EXISTING TOPSOIL, VEGETATION AND ORGANIC MATERIALS SHALL BE
STRIPPED AND REMOVED FROM PROPOSED PAVEMENT AREAS PRIOR
TO PLACEMENT OF BASE MATERIALS.
7. FINISHED SURFACES SHALL BE SMOOTH AND EVEN WITH NO ABRUPT
OR AWKWARD CHANGES IN GRADE.
8. OWNER OR ARCHITECT/ENGINEER RESERVES THE RIGHT TO MAKE
MINOR ADJUSTMENTS IN LINES AND GRADES AS THE WORK
PROGRESSES, WHENEVER SUCH CHANGES ARE CONSIDERED
NECESSARY TO BETTER ACCOMPLISH THE DESIGN INTENT.
9. PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDING
AREAS AND PLANTING BEDS PER LANDSCAPE SPECIFICATIONS.
TOPSOIL DEPTH IN TURF SEED MIX AREAS SHALL BE A MINIMUM OF 6".
LANDSCAPE NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY
DETERMINING THE PLANT MATERIAL QUANTITIES REQUIRED BY THE
LANDSCAPE PLANS. REPORT DISCREPANCIES TO THE LANDSCAPE
ARCHITECT.
2. PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDING
AREAS AND PLANTING BEDS PER SPECIFICATIONS. TOPSOIL DEPTH
IN TURF SEED MIX AREAS SHALL BE A MINIMUM TOPSOIL DEPTH OF
6".
3. SEEDING APPLIES TO ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES EVEN IF ACTIVITIES EXTEND BEYOND THE APPROXIMATED
LIMITS SHOWN ON THE DRAWINGS. REPAIR ANY DISTURBED AREAS
TO OWNER'S SATISFACTION. OWNER WILL NOT PAY FOR
RESTORATION BEYOND SEEDING LIMITS SHOWN ON DRAWINGS
UNLESS DISTURBANCE IS AUTHORIZED IN WRITING IN ADVANCE OF
DISTURBANCE OR REQUIRED FOR CHANGES IN THE WORK.
1. VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION AND NOTIFY
ARCHITECT/ENGINEER OF DISCREPANCIES IN A TIMELY MANNER SO AS NOT
TO IMPACT THE CONSTRUCTION SCHEDULE. PERFORM NO WORK INVOLVING
DISCREPANCIES UNTIL DIRECTED TO DO SO BY THE ARCHITECT/ENGINEER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF
UTILITY INFORMATION. ARCHITECT/ENGINEER MAKES NO GUARANTEE NOR
ASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OF
UTILITY DATA.
3. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 48 HOURS PRIOR TO
THE START OF CONSTRUCTION.
4. COORDINATE STAGING, STOCKPILE ZONES, AND CONSTRUCTION FENCING WITH
THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.
5. ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BE
REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE
CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO REMAIN
SHALL BE REPAIRED AT NO COST TO THE OWNER.
6. COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE
APPROPRIATE AGENCIES. NO WORK SHALL BE DONE WITHOUT WRITTEN
CONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN
INCLUDING, BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS.
STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRIC
VAULT COVERS, ELECTRIC PULL BOXES, ETC. SHALL BE ADJUSTED TO FINISH
GRADE, UNLESS NOTED OTHERWISE.
7. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH ALL
STATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE NOTED.
8. INSTALL CONSTRUCTION FENCE DEEMED NECESSARY AND AS DIRECTED BY
ARCHITECT/ENGINEER FOR SECURITY. MODIFY PLACEMENT OF FENCE AS
DIRECTED TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY
ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY.
9. PROTECT EXISTING TREES TO REMAIN AGAINST CUTTING, BREAKING OR
SKINNING OF ROOTS, BRUISING OF BARK, SMOTHERING TREES, AND
STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS OR PARKING
VEHICLES WITHIN THE DRIP LINE. ANY DAMAGE BY CONTRACTOR TO
EXISTING TREES TO REMAIN SHALL BE REPAIRED/REPLACED AT NO COST TO
THE OWNER.
10. CLEANLY SAWCUT PAVEMENT TO THE FULL PAVEMENT DEPTH AT THE JOINT
CLOSEST TO WHERE INDICATED ON DRAWINGS FOR REMOVAL.
11. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
12. REMOVE ALL SURFACE FEATURES WITHIN DEMOLITION AREAS UNLESS
OTHERWISE SPECIFIED.
13. PROTECT ALL FEATURES WITHIN PROTECTED AREAS UNLESS OTHERWISE
SPECIFIED. TREE REMOVALS WITHIN PROTECTED ZONE SHALL HAVE STUMP
REMOVED, GRUBBED, AND REGRADED TO MATCH ADJACENT CONDITIONS.
RESTORATION SEEDING TO MATCH ADJACENT CONDITIONS.
SITE PREPARATION NOTES
07/03/23
819821822823824820825824.62 COL
824.77 COL 824.62 COL
824.33 COL 824.08 COL
824.32 BC
824.79
824.65
824.22 ±
FGL 822.70
TW 824.14
FGU 823.75
821.38
821.37
820.42 ±
819.81 ±
821.35
819.76 ±
825.18
824.99
824.95
823.55 ±
823.52
TW 824.14
FGU 823.23
FGL 821.76
822.99 ±
824.59
824.56
824.66
824.66 BC 824.58 BC
824.80 824.74 824.44 824.03 BC
824.51824.56
824.85
825.07
824.95
825.07
825.10
825.25
825.39
825.41
825.47
825.52
823.87 BC
824.97
LAWN
CONCRETE WALK
PLANTING BED
APPROXIMATE LOCATION OF NEW
UTILITY POLE, VERIFY IN FIELD
UTILITY POLE GUY WIRE, TYP.
APPROXIMATE LOCATION OF
RELOCATED FIBER UTILITY HANDHOLE
EXISTING CONCRETE TRAIL
CONCRETE WALK,
LIGHT POLE
SITE WALL
BOLLARD
SIGN FOUNDATION
100 YEAR FLOOD PLAIN
BUILDING
COLUMN FOUNDATION
APPROXIMATE
LOCATION OF
EXISTING
CONCRETE JOINT
APPROXIMATE LOCATION OF
WAYFINDING SIGN
ASPHALT
100 YEAR FLOODPLAIN
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
865
864
861.50
EXISTING CONDITIONS
PROJECT NORTH
0' 10'5'2'-6"
SCALE: 1" = 5'
13618
C-100
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SHEET NOTES
LEGEND
1. EXISTING CONDITIONS CREATED FROM SURVEY (04.27.23) AND
PROPOSED ADJACENT DEVELOPMENT DRAWINGS PROVIDED BY KITE
REALITY GROUP AND ON SITE OBSERVATIONS. SURVEY IS TRUE AND
ACCURATE AS BEST AS THOSE RESOURCES HAVE PROVIDED FOR
THIS PROJECT. THE EXISTING CONDITIONS PLAN IS NOT GUARANTEED
TO COMPLETELY REPRESENT ALL EXISTING CONDITIONS.
2. CURRENT WALL, BUILDING, WALKS, AND PLANTINGS EAST OF TRAIL
ARE NOT CONSTRUCTED BUT WILL BE CONSTRUCTED PRIOR THE THE
START OF THE CORNER TRAIL CONNECTION CONSTRUCTION.
N
KEYED NOTES
116TH STREET
07/03/23
819821822823824820825824.62 COL
824.77 COL 824.62 COL
824.33 COL 824.08 COL
824.32 BC
824.79
824.65
824.22 ±
FGL 822.70
TW 824.14
FGU 823.75
821.38
821.37
820.42 ±
819.81 ±
821.35
819.76 ±
825.18
824.99
824.95
823.55 ±
823.52
TW 824.14
FGU 823.23
FGL 821.76
822.99 ±
824.59
824.56
824.66
824.66 BC 824.58 BC
824.80 824.74 824.44 824.03 BC
824.51 824.56
824.85
825.07
824.95
825.07
825.10
825.25
825.39
825.41
825.47
825.52
823.87 BC
824.97
LIMITS OF CONSTRUCTION
SAWCUT TO EXISTING JOINT
CONCRETE PAVEMENT REMOVAL
PROTECT
REMOVE
SEDIMENT CONTROL TUBE
100 YEAR FLOODPLAIN
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
865
864
861.50
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
OR 8" X 8" X 16" CONCRETE
BLOCK AT 6'-0" O.C.
FLOW
FLOW
FLOW
12" DIA. TUBE
2'-0" OVERLAP
MIN.
PLAN VIEW - FLOW 45 TO 90° TO TUBE
PLAN VIEW - FLOW LESS THAN 45° TO
TUBE
SECTION VIEW
REPAIR DETAIL - TEAR GREATER THAN 12
INCHES
12" DIA. TUBE
2'-0" OVERLAP
MIN.
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)4'-0" (MIN.) HOOK4'-0" (MIN.) HOOK
FLOW
BACK-GROUT W/ TUBE
FILLER MATERIAL
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
12" DIA. TUBE
DRIVE STAKE 12" MIN.
EXISTING
SEDIMENT
CONTROL
TUBE
NARROW TEAR
LONGER THAN 12"NEW FABRIC WRAPPED
AROUND TUBE AND TIED AT
DOWNSTREAM SIDE. EXTEND
NEW FABRIC A MINIMUM OF 12"
PAST EACH END OF TEAR
PLASTIC TIES
OR STITCHING
NOTES:
1. WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE
PLACED ON THE OUTER EDGE TO SECURE SEDIMENT CONTROL TUBE IN PLACE OF STAKING.
2. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT CONTROL TUBE
WHEN IT HAS REACHED A HEIGHT EQUAL TO HALF OF THE TUBE HEIGHT.
3. SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE STITCHED CLOSED USING PLASTIC
ZIP TIES. LARGER RIPS SHALL BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS
SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP AT EACH END.
8" X 8" X 16" CONCRETE
BLOCK (AT PAVED
SURFACES)
SITE PREPARATION AND
EROSION CONTROL PLAN
PROJECT NORTH
0' 10'5'2'-6"
SCALE: 1" = 5'
13618
C-101
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SHEET NOTES
LEGEND
1. LIMITS OF REMOVAL SHALL BE THE THE EXTENT NECESSARY TO
FACILITATE CONSTRUCTION ACTIVITIES.
2. STRIP AND STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS TO
EXTENT NECESSARY TO FACILITATE CONSTRUCTION UNLESS
OTHERWISE NOTED.
3. SEE G-001, GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
4. CONTRACTOR PROVIDE "TRAIL CLOSED" SIGNAGE AT LOCATIONS
WHERE NEEDED AND AS DIRECTED BY CCPR AND DEPARTMENT OF
PUBLIC WORKS INCLUDING SOUTH OF THE LIMITS OF CONSTRUCTION
AT THE TRAIL INTERSECTION NEAR CENTRAL PARK DRIVE EAST.
5. THE CONTRACTOR IS REQUIRED TO SUBMIT BPW REQUEST LETTER
ASKING PERMISSION TO CLOSE THE PATH TO COMPLETE THE
PROJECT.
6. CONTRACTOR TO FENCE AND SECURE CONSTRUCTION SIGN.
N
KEYED NOTES
116TH STREET
REMOVE EXISTING SIGN FOUNDATION
PROTECT EXISTING FIBER UTILITY HANDHOLE
PROTECT EXISTING GUY WIRE
PROTECT EXISTING SIGN
REMOVE EXISTING BOLLARD AND FOUNDATION
SANDBLAST PAINTED LINES, PROTECT EXISTING PAVEMENT FINISH.
EXISTING CONCRETE TO REMAIN. IF DAMAGED, THE CONTRACTOR IS
RESPONSIBLE FOR REPAIR OR REPLACE OF CONCRETE AT THEIR
OWN COST TO THE SATISFACTION OF CCPR.
REMOVE EXISTING COLUMN FOUNDATION
A
B
C
D
E
A
D
C
C C C
E
F
F
F
G
G
H
H
SCALE: 1/2" = 1'-0"
SEDIMENT CONTROL TUBE1
B
07/03/23
A
B
B
C
D
E R20
'
-0
"
7
Sh
3
Sh
2
Sh
F
F
R20'G
8
AM
4
Sh
9
AM
CONCRETE PAVEMENT
EXPANSION JOINT
SEEDED LAWN
SHOVEL CUT EDGE
LAYOUT, MATERIALS AND
PLANTING PLAN
PROJECT NORTH
13618
C-102
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SHEET NOTES
LEGEND
1. ALL DISTURBED AREAS SHALL BE RESTORED WITH MIN. 6" TOPSOIL
AND SEED UNLESS OTHERWISE SHOWN.
N
PLANTINGS BY OTHERS
SITE WALL
APPROXIMATE LOCATION OF FIBER UTILITY HANDHOLE
INTERPRETIVE SIGN, STAKE LOCATION AND RECEIVE PARKS
APPROVAL PRIOR TO INSTALLATION
WAYFINDING SIGN, STAKE LOCATION AND RECEIVE PARKS
APPROVALS PRIOR TO INSTALLATION.
WALL CAP OVERHANG
BOULDER WALL
KEYED NOTES
A
116TH STREET
0' 10'5'2'-6"
SCALE: 1" = 5'
PLANTING SCHEDULE
CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING QTY.
(BASE)
COMMENTS
DECIDUOUS SHRUBS
AM Aronia melanocarpa 'Autumn Magic'Black Chokeberry #3 container 4' O.C. 17
PERENNIALS & GROUNDCOVERS
Sh Sporobolus heterolepsis Prairie Dropseed #1 Container 24" O.C. 16
B
C
D
E
F
G
1
C-500
4
C-500
5
C-500
INTERURBAN TRAIL SIGN
CENTRAL PARK SIGN
07/03/23
819821822823824820825824.32 BC
824.79
824.65
824.22 ±
FGL 822.70
TW 824.14
FGU 823.75
821.38
821.37
820.42 ±
819.81 ±
821.35
819.76 ±
825.18
824.99
824.95
823.55 ±
823.52
TW 824.14
FGU 823.23
FGL 821.76
822.99 ±
824.59
824.56 824.66
824.66 BC 824.58 BC
824.80 824.74 824.44 824.03 BC
824.51824.56
824.85
825.07
824.95
825.07
825.10
825.25
825.39
825.41
825.47
825.52
823.87 BC
824.97
T/W 826.10
T/W 826.10
B/W 824.71
T/W 826.38
82282482382
4
B/W 823.99
B/W 824.59
T/W 826.38
824.55 2% MAX.2.4%
824.32 2% MAX.4%. B/W 824.43
T/W +/- 823.50
T/W +/- 822.50
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
GRADING LIMITS
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
865
864
865
864
861.50
861.50
861.50 M.E.
T/W 861.50
B/W 861.50
GRADING PLAN
PROJECT NORTH
13618
C-103
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SHEET NOTESN
LEGEND
0' 10'5'2'-6"
SCALE: 1" = 5'
07/03/23
5"6" CONCRETE PAVEMENT
ADJACENT MATERIAL - VARIES, SEE PLANS
BASE COURSE
SUBGRADE
1
2
3
4
1
2
3
4
6"1'-0" MIN. 1'-0" DIA. 2'-0" MIN1'-8" MIN. SEEGRADING PLAN4"2"5"
2.5"2.5" 3" MINCOVERNOTES:
1. SUBMIT SHOP DRAWING FOR CAPSTONE FOR
ARCHITECT/ENGINEER'S APPROVAL PRIOR TO INSTALLATION.
2. WALLS ARE RADIAL, AS SHOWN IN PLANS. CAPSTONES OF
RADIAL WALLS SHALL BE RADIAL.
1'-9"
5" 2"
#4 REBAR @ 12"
O.C. EACH WAY
STAINLESS STEEL DOWEL, 3/8" X 4",
EPOXY SET. 2 PER CAPSTONE
1/2" MORTAR SETTING BED
LIMESTONE CAP WITH CONTINUOUS 1/4" X 1/2" DRIP
EDGE, SLOPE CAP TO DRAIN TO PLANTING BED
1" MORTAR BACKFILL, 1/4" MORTAR JOINTS (1/2" MAX)
LIMESTONE VENEER,
· 4" STONE, LENGTH VARIES 18" TO 36"
· 1/2" DEEP CONCAVE MORTAR JOINTS
· S.S. FASTENERS, ONE PER EACH SQ. FT. OF FACE
· UNITS ARE PRECUT & DRESSED BEFORE DELIVERY TO SITE
· RANDOM COURSED ASHLAR WITH RANDOM BONDS ALL
SIDES
· PROVIDE VENEER TO COVER ALL 4 SIDES OF WALL,
CONTINUOUS JOINTS FROM COURSE TO COURSE ARE NOT
ALLOWED
· INTERLOCKING VENEER ON CORNERS
FINISHED GRADE, SURFACE VARIES: SEE GRADING
VENEER LEDGE
#4 CONT. @ 12' O.C. TOP & BOTTOM
#3 STIRRUPS @ 12' O.C.
POURED-IN-PLACE CONCRETE GRADE BEAM
POURED-IN-PLACE CONCRETE PIER @ 8'-0"
O.C. MAX, 2 PER WALL MIN
#3 HORIZONTAL TIES AT 10" O.C.
(4) #5 VERTICAL BAR PER CONCRETE PIER
COMPACTED SUBGRADE
PLANTING BED
1" MIN.CONCRETE PAVEMENT EXPANSION JOINT
EQ.
11' CURVED WALL
9" EQ.
EQ.
15'-0" CURVED WALL
INTERURBAN TRAIL CENTRAL PARK
EQ.9" HIGH, CUT ALUMINUM LETTERS, BARMENO
FONT, BLACK ANODIZED FINISH. STUD MOUNTED
TO WALL PER MANUFACTUERE'S
RECOMMENDATIONS WITH 1/2" STAND OFF.
PLANTING, REFER TO SHEET C-102
FINISH GRADE
CONCRETE WALK,
REFER TO DETAIL 7 MATCH STONE AND CAP FROM EXISTING WALL IN
CENTRAL PARK AT MONON CENTRAL TRAILHEAD3"± 9'±7'2'-3"2'-0"45°0'2'-6" 1'-0"
24" x 36" x 3/4" FIBERGLASS PANEL
WITH GRAPHICS AND TEXT PROVIDED
BY OWNER
4" X 4" CEDAR POST. CHAMFER TOP AT
45° AND PROVIDE 3" WIDE METAL
CLEAT FOR ATTACHING PANEL.
FINISH GRADE
6" CLEAR STONE
CONCRETE FOUNDATOIN
EMBEDDED POST
4"
MIN., TYP.
4" X 4" X 1/4" WALL ALUMINUM
RECEIVER TUBE WELDED TO 3/16"
THICK ALUMINUM SIGN MOUNTING
PLATE. BACK OF GRAPHIC PANEL WILL
HAVE (6) THREADED INSERTS WITH
TAMPER-RESISTANT FASTENERS.
FASTENERS WILL NOT BE VISIBLE
FROM THE FACE OF PANEL.
TAMPER-RESISTANT SCREW THROUGH
SLEEVE MOUNT INTO CEDAR POST
BACK OF PANEL2'-0"3'-0"
23 7/8" X 35 7/8" X 3/16" SIGN
MOUNTING PLATE
FULLY WELDED RECEIVER
TUBE TO BACKPLATE
THREADED INSERTS
NOTE:
1. SIGN MOUNTING PLATE WITH
RECEIVER TUBE BY BELMONT
GRAPHIC, PORTLAND, IN
765.620.5900
WWW.BELMONTGRAPHICS.COM,
OR APPROVED EQUAL.
REINSTALL EXISTING WAYFINDING
SIGN. STAKE LOCATION FOR CCPR
APPROVAL PRIOR TO INSTALLATION.
LIMESTONE BOULDER 30" -60"
BASE COURSE
COMPACTED SUBGRADE
FINISH GRADE
GEOTEXTILE FABRIC
NOTES:
1. VERTICAL JOINTS BETWEEN STONES
SHALL BE OFFSET
2. CONTRACTOR TO SUBMIT BLOCK SAMPLE
SHOWING FULL COLOR RANGE OF
MATERIAL.6" TYP 6" TYP 6" TYP
6"
MIN.4" MIN.A
B
C
D
A
B
C
D
E
E 21
2"
D
4' MAX.
JOINT
SKATEBOARD DETERRENT
STONE CAP
PLAN VIEW
1/2 E.Q.
E.Q.
1/2 E.Q.
2"3/8"2"11
2 "
SECTION
N.T.S.
SITE DETAILS
13618
C-500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SCALE: 1" = 1'
CONCRETE PAVEMENT7
SCALE: 3/4" = 1'-0"
WALL SECTION2
SCALE: 1/2" = 1'-0"
WALL ELEVATION1
SCALE: 3/4" = 1'-0"
INTERPRETIVE SIGN4
SCALE: N.T.S.
EXISTING WAYFINDING SIGN 6 SCALE: 1" = 1'
BOULDER WALL 5
SCALE: 3/4 = 1'-0"
SKATEBOARD DETERRENT3
07/03/23
NOTE:
CONTAINER PLANTS: REMOVE POTS AND
SEPERATE POT BOUND ROOTS AS
SPECIFIED.
SPACING AS SHOWN
ON PLANS AND ON
PLANT LIST
12" MIN.2
3
4" 1
SET ROOT FLARE (COLLAR) AT
FINISHED GRADE
3" DEEP MULCH. DO NOT COVER
ROOT FLARE
PLANT BED FINISH GRADE
BACKFILL FOR PLANTING
BACKFILL MIX TILLED INTO
SUBGRADE
SUBGRADE
1
2
3
4
6
5
4
5
6
1
2
4"- 6"3" DEPTH MULCH LAYER
SHRUB PLANTING BED
LAWN ADJACENT TO PLANTING
BED
45 DEGREE ANGLE SHOVEL CUT
EDGE TOWARD PLANTING BED
COMPACTED SUBGRADE
1
2
3
4
5
3
4
5
NOTES:
·REMOVE BURLAP FROM TOP AND SIDES OF ROOT
BALL, OR, WITH CONTAINER PLANTS, REMOVE
POTS AND SEPARATE POT BOUND ROOTS AS
SPECIFIED.
·DO NOT PRUNE SHRUBS EXCEPT TO REMOVE
DEAD OR BROKEN BRANCHES
12" MIN.1
2
3
4
SET ROOT FLARE CROWN OF BALL AT
FINISHED GRADE
3" DEEP MULCH. DO NOT COVER ROOT FLARE
CONTAINER SHRUB
PLANT BED FINISH GRADE
PLANTING BACKFILL MATERIAL
SUBGRADE
BACKFILL MIX TILLED INTO SUBGRADE
1
2
3
4
5
6
5 7
7
6
PLANTING DETAILS
13618
C-501
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREV ISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SCALE: 1" = 1'
PERENNIAL & ORNAMENTAL GRASS PLANTING2 SCALE: 1" = 1'
SHOVEL CUT EDGE3SCALE: 1" = 1'
SHRUB PLANTING1
07/03/23