HomeMy WebLinkAboutWest Park - The Core Full Set2700 W. 116th Street
Carmel, IN 46032
SEPTEMBER 10, 2020
ISSUED FOR CONSTRUCTION
WEST PARK: THE CORE
SMITHGROUP PROJECT # 11640.000 PROJECT VICINITY MAP
Prepared for:
Prepared by:
Project Area
North
NOT TO SCALE
WEST PARK:
THE CORE
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroupjjr.com
1-800-382-5544
811
CALL TOLL FREE
FOR CALLS INSIDE OF INDIANA"DON'T DIG BLIND"
HOLEY MOLEY SAYS
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
PER INDIANA STATE LAW IC 8 1 26.
LANDSCAPE ARCHITECT &
CIVIL ENGINEER
ARCHITECT
1427 EAST 116TH STREET
CARMEL, IN 46032
317.843.3875
carmelclayparks.com
Architect's Stamps
Professional Seals:
Structural Engineer's Stamp
Civil Engineer's Stamp
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEER
CLAY TOWNSHIP OF HAMILTON
COUNTY, INDIANA
10701 N. COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
IN CONJUNCTION WITH:
WT GROUP
2675 PRATUM AVENUE
HOFFMAN ESTATES, IL 60192
224.293.6333
SPLASH PAD CONSULTANTS
FOUNTAIN PEOPLE
4600 HWY. 123
SAN MARCOS, TX 78666
847.514.1085 MEP Engineer's Stamp
SHEET INDEX
GENERAL
G000 COVER SHEET
G001 GENERAL NOTES
SITE
C001 OVERALL SITE DEVELOPMENT PLAN
CV101 EXISTING CONDITIONS PLAN
CV102 EXISTING CONDITIONS PLAN
CV103 EXISTING CONDITIONS NOTES & TABLES
CV104 EXISTING CONDITIONS TREE INVENTORY
CV105 EXISTING CONDITIONS TREE INVENTORY
CV106 EXISTING CONDITIONS TREE INVENTORY
CV107 EXISTING CONDITIONS TREE INVENTORY
CD101 STORMWATER POLLUTION PREVENTION PLAN
CD102 STORMWATER POLLUTION PREVENTION PLAN
CD103 STORMWATER POLLUTION PREVENTION PLAN
CD104 SITE PREPARATION PLAN
CD105 SITE PREPARATION PLAN
CD106 SITE PREPARATION PLAN
CD107 SURCHARGE PLAN
CD108 SITE STABILIZATION PLAN
CD109 SITE STABILIZATION PLAN
CD110 SITE STABILIZATION PLAN
CD500 STORMWATER POLLUTION PREVENTION NOTES
CD501 STORMWATER POLLUTION PREVENTION DETAILS
CD502 STORMWATER POLLUTION PREVENTION DETAILS
CS101 LAYOUT AND MATERIALS PLAN
CS102 LAYOUT AND MATERIALS PLAN
CS103 LAYOUT AND MATERIALS PLAN
CS111 CONNECTOR ROAD PLAN AND PROFILE
CS112 CONNECTOR ROAD PLAN AND PROFILE
CS113 CONNECTOR ROAD PLAN AND PROFILE
CS114 ROAD TYPICAL SECTIONS
CS115 ROAD TYPICAL SECTIONS
CS116 ROAD TYPICAL SECTIONS
CS122 FIRE TRUCK ACCESS PLAN - ARRIVAL
CS123 FIRE TRUCK ACCESS PLAN - DEPARTURE
CS124 REGULATORY SIGNAGE & STRIPING PLAN
CS401 CORE AREA LAYOUT& MATERIALS PLAN ENLARGEMENT
CS402 PLAZA LAYOUT & MATERIALS PLAN ENLARGEMENT
CS403 PLAYGROUND LAYOUT& MATERIALS PLAN ENLARGEMENT
CS404 STONE LAYOUT & ELEVATION ENLARGEMENT
CS500 SITE DETAILS
CS501 SITE DETAILS
CS502 SITE DETAILS
CS503 SITE DETAILS
CS504 SITE DETAILS
CS505 SITE DETAILS
CS506 PLAYGROUND DETAILS
CS507 SITE DETAILS
CS508 RETAINING WALL CLADDING - PLAN AND SECTIONS
CS509 RETAINING WALL CLADDING - ELEVATIONS
CS510 HEADWALL SECTION
CS511 HEADWALL ELEVATIONS
CS512 BRIDGE DETAILS
CS513 SITE DETAILS
GRADING
CG100 OVERALL GRADING PLAN
CG100-A DRAINAGE PLAN
CG100-B SURFACE DRAINAGE PLAN
CG401 PLAYGROUND GRADING PLAN ENLARGEMENT
CG402 PARKING GRADING PLAN ENARGEMENT
CG403 DETENTION POND GRADING PLAN ENLARGEMENT
CG404 WETLAND GRADING PLAN ENARGEMENT
CG405 NORTH PATH GRADING PLAN ENARGEMENT
CG406 SOUTH PATH GRADING PLAN ENLARGEMENT
UTILITIES
CU101 UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU500 UTILITY DETAILS
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS & STRUCTURE TABLES
LANDSCAPE
LP101 LANDSCAPE PLAN
LP102 LANDSCAPE PLAN
LP103 LANDSCAPE PLAN
LP401 LANDSCAPE PLAN ENLARGEMENT
LP500 LANDSCAPE DETAILS
LP501 LANDSCAPE DETAILS & SCHEDULE
STRUCTURAL
S0.1.1 STRUCTURAL ABBREVIATIONS AND LEGEND
S0.2.1 STRUCTURAL GENERAL NOTES
S0.3.1 SPECIAL INSPECTION SCHEDULE
S0.4.1 COMPONENTS AND CLADDING LOADS
S1.1.1 SPRAYGROUND ENLARGED PLAN
S2.1.1 CONCRETE SECTIONS AND DETAILS
ARCHITECTURAL
A1.0 GENERAL NOTES AND SPECIFICATIONS
AD1.1 DEMO ROOF PLAN AND ELEVATIONS
A1.1 PLANS - RESTROOMS
A1.2 PLANS - PAVILION
A4.1 EXTERIOR ELEVATIONS
A5.1 SECTIONS
A5.2 DETAILS
A8.1 DOOR SCHEDULE
AS1.1 SPLASH PAD SPRAY ZONE PLAN
AS1.2 SPLASH PAD WATER TABLE PLAN
AS2.1 SPLASH PAD GRADING PLAN
AS3.1 DETAILS
SP1.1 SPRAY PAD PIPING DIAGRAMS
M1.1 MECHANICAL PLAN
PS1.1 SITE PLUMBING PLAN
PS1.2 SITE PLUMBING PLAN
P1.1 PLUMBING PLAN
P2.1 PLUMBING NOTES, SYMBOLS AND SPECIFICATION
E1.1 ELECTRICAL SYMBOLS, SPECIFICATIONS AND SCHEDULES
E1.2 ELECTRICAL PLAN, SYMBOLS, SPECIFICATIONS AND
SCHEDULES
SE1.1 ELECTRICAL BONDING PLAN
SE2.1 ELECTRICAL SITE POWER PLAN
1
11/06/20
GENERAL NOTES
11640
G001
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
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 THE 'PRE-CONSTRUCTION
CONFERENCE' AND 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. COORDINATE CONSTRUCTION OF PENETRATIONS, SLEEVES,
VARIATIONS IN THE SLAB ELEVATIONS, DEPRESSED AREAS AND
ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
PLUMBING REQUIREMENTS.
15. 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 SWPP AND OBTAIN REGULATORY APPROVALS FOR
DISPOSAL SITES IF REQUIRED BY REGULATORY AGENCIES.
16. PREPARE ALL SUBGRADES IN ACCORDANCE WITH
RECOMMENDATIONS OF GEOTECHNICAL ENGINEER.
17. 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. SITE COORDINATES ARE SHOWN FOR CONSTRUCTION BASELINES AND
KEY FEATURES ONLY. 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. ALL PAVEMENT AREAS SHALL BE PROOF-ROLLED UNDER THE
SUPERVISION OF A GEOTECHNICAL ENGINEER PRIOR TO THE
PLACEMENT OF BASE MATERIALS AND PAVING MATERIALS.
GEOTECHNICAL ENGINEER TO DIRECT CONTRACTOR ON SUBGRADE
PREPARATION REQUIRED BASED ON FIELD OBSERVATIONS,
SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS.
11. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT
REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS.
12. 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.
13. ALL DIMENSIONS GIVEN ARE TO BACK OF CURB.
14. REFER TO SHEET SE1.1 FOR ELECTRICAL BONDING REQUIREMENTS.
SWPPP NOTES
1. CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENTATION BASINS
AT LOCATION SHOWN ON SWPP PLAN.
2. EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF
"PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN
COMPLETED, IN ADDITION TO ITEMS DEPICTED ON PLAN.
3. 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.
4. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES
MAY BE REQUIRED IN THE FIELD BY CITY OF CARMEL OR HAMILTON
COUNTY.
5. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN
ROADWAYS.
6. MAINTAIN ALL INLET PROTECTION AND SILT FENCE BY CLEANING
OUT EVERY WEEK AND AFTER EVERY STORM EVENT.
7. APPROXIMATE CONSTRUCTION SCHEDULE
7.1.START DATE = AUGUST 10, 2020
7.2.COMPLETION DATE = AUGUST 4, 2021
8. RECEIVING WATER = WILLIAMS CREEK
9. PROJECT LOCATION
9.1.LATITUDE = 39° 57' 20.8" N
9.2.LONGITUDE = 86° 12' 33.2" W
10. 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
1. EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF
"PRECONSTRUCTION ACTIVITIES" HAVE BEEN COMPLETED, IN
ADDITION TO ITEMS DEPICTED ON SWPP PLAN SHEETS CD101-CD103.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT EXISTING
ENTRANCE DRIVE FROM W 116TH STREET.
3. CONSTRUCT STAGING AREA NEAR CONSTRUCTION ENTRANCE.
ALSO CONSTRUCT RULE 5 INFORMATION POSTING BOX AS SHOWN
ON SHEET CD501. INSTALL TRASH DUMPSTER AND PLACE
PORT-O-LET.
4. INSTALL SILT FENCE AS SHOWN ON SHEET CD101-CD107.
5. STRIP TOPSOIL FROM CONSTRUCTION AREA FOR REUSE.
6. INSTALL CONCRETE WASHOUT BASIN, AS INDICATED ON PLANS.
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. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING
UNDERGROUND UTILITIES AND MANHOLES PRIOR TO THE START OF
ANY SEWER CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ARCHITECT/ENGINEER.
3. ADJUST ALL UTILITY STRUCTURE RIMS TO MEET PROPOSED FINISH
GRADE, UNLESS NOTED OTHERWISE.
4. 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.
5. ANY DEPRESSIONS WHICH CAUSE STANDING WATER ON PAVEMENT
WILL REQUIRE CORRECTIVE ACTION BY THE CONTRACTOR WITH NO
COST TO THE OWNER.
6. ALL PAVED SURFACES MUST HAVE A MINIMUM GRADE OF 1% AND
SHALL NOT EXCEED 5% , INCLUDING GRADING TOLERANCES, WITH THE
EXCEPTION OF CURB RAMP LOCATIONS AND PLAYGROUND SURFACES
WHERE INDICATED. 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.
7. FINISH GRADES SHALL SMOOTHLY TRANSITION TO EXISTING AT LIMIT
OF GRADING.
8. EXISTING TOPSOIL, VEGETATION AND ORGANIC MATERIALS SHALL BE
STRIPPED AND REMOVED FROM PROPOSED PAVEMENT AREAS PRIOR
TO PLACEMENT OF BASE MATERIALS.
9. TRANSITIONS BETWEEN CURB TYPES SHALL BE 6' UNLESS OTHERWISE
NOTED.
10. FINISHED SURFACES SHALL BE SMOOTH AND EVEN WITH NO ABRUPT
OR AWKWARD CHANGES IN GRADE.
11. 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.
12. PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDING
AREAS AND PLANTING BEDS PER LANDSCAPE SPECIFICATIONS.
TOPSOIL DEPTH IN TURF SEED MIX AND PRAIRIE SEED MIX AREAS
SHALL BE A MINIMUM OF 6".
UTILITY NOTES
1. WATER MAINS TO HAVE 4.5 FEET OF COVER MINIMUM.
2. ALL WATER LINES TO BE INSTALLED WITH TRACER WIRE AND BLUE
REFLECTIVE WARNING TAPE LOCATED 18" ABOVE WATER LINE.
3. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES
OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR
FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY
OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY)
SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR
IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS
BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS
AND AS APPROVED BY THE CITY OF CARMEL.
4. PROPOSED STORMWATER MANAGEMENT SYSTEM IS TO BE UNDER THE
PRIVATE OWNERSHIP OF THE OWNER.
LANDSCAPE NOTES
1. THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES SHALL
BE STAKED BY THE CONTRACTOR FOR APPROVAL BY OWNER IN
ADVANCE OF INSTALLATION, SEE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY
DETERMINING THE PLANT MATERIAL QUANTITIES REQUIRED BY THE
LANDSCAPE PLANS. REPORT DISCREPANCIES TO THE LANDSCAPE
ARCHITECT.
3. PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDING
AREAS AND PLANTING BEDS PER SPECIFICATIONS. TOPSOIL DEPTH
IN TURF SEED MIX AND PRAIRIE SEED MIX AREAS SHALL BE A
MINIMUM TOPSOIL DEPTH OF 18".
4. SEE SWPP PLANS FOR TYPE & LOCATION OF EROSION CONTROL
MEASURES.
5. 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.
6. SEE SHEETS LP500 AND LP501 FOR LANDSCAPE DETAILS AND
SCHEDULE.
7. SEE GRADING PLANS FOR LIMITS OF SAND FILTER SOIL MIX.
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 FENC ING WITH
THE ARCHITECT/ENGINEER PRI OR 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. ALL STORM DRAINS AND AREA DRAINS SHALL RECEIVE INLET PROTECTION
FILTER DURING DEMOLITION. SEE SHEET CD501 FOR DETAILS - REFER TO
EROSION CONTROL DRAWINGS CD101-CD103 FOR SEDIMENTATION CONTROL
LOCATIONS.
9. INSTALL CONSTRUCTION FENCE WHERE INDICATED ON THE PLANS.
CONTRACTOR MAY INSTALL ADDITIONAL FENCE AT THEIR OWN EXPENSE IF
DEEMED NECESSARY FOR SECURITY. MODIFY PLACEMENT OF FENCE WITH
ARCHITECT/ENGINEER TO ACCOMMODATE PHASING OF CONSTRUCTION,
EMERGENCY ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY.
10. CAREFULLY MAINTAIN PRESENT GRADE WITHIN THE CROWN OF ALL
EXISTING TREES TO REMAIN. 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.
11. CLEANLY SAWCUT PAVEMENT TO THE FULL PAVEMENT DEPTH AT THE JOINT
CLOSEST TO WHERE INDICATED ON DRAWINGS FOR REMOVAL.
12. EXISTING LANDSCAPE PLANTINGS REQUIRE CAREFUL, SELECTED REMOVALS.
TREES FOR REMOVAL WILL BE FLAGGED BY OWNER. REVIEW TREE
REMOVALS WITH ARCHITECT/ENGINEER, PRIOR TO DEMOLITION, AND
PROCEED AS DIRECTED.
13. DUE TO THE SENSITIVE NATURE OF THE FINE-GRAINED (CLAY) SOILS
OBSERVED AT THE SITE, TRAVEL ON THE SUBGRADES WITH CONSTRUCTION
EQUIPMENT SHOULD BE MINIMIZED.
14. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE
RIGHT-OF-WAY.
15. 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.
16. REMOVE ALL SURFACE FEATURES WITHIN DEMOLITION AREAS UNLESS
OTHERWISE SPECIFIED.
17. 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.
18. CCPR WILL SALVAGE MARKERS FOR MEMORIAL TREES PRIOR TO
CONTRACTOR WORK IN AREA. NOTIFY CCPR STAFF IF ADDITIONAL
MEMORIAL MARKERS ARE FOUND DURING CONSTRUCTION THAT REQUIRE
REMOVAL.
SITE PREPARATION NOTES
11/06/20
EXISTING CONDITIONS PLAN
SCALE: NTS
11640
CV101
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
NOTE:
FULL SIZE COPY OF THE ORIGINAL SURVEY IS AVAILABLE FROM THE
ARCHITECT/ENGINEER ON REQUEST.
11/06/20
EXISTING CONDITIONS PLAN
SCALE: NTS
11640
CV102
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
NOTE:
FULL SIZE COPY OF THE ORIGINAL SURVEY IS AVAILABLE FROM THE
ARCHITECT/ENGINEER ON REQUEST.
11/06/20
Structure Number # Structure Type Structure Details Notes
5017 Sanitary Manhole 24" Rim Elev = 900.047' (N): 8" PVC INV=894.847' (E): 10" PVC INV=894.747' Pipe from north completely full of sewage. Hard to size and invert pipe
5526 Sanitary Manhole 24" Rim Elev = 899.364' (N): 8" PVC INV=895.864' (S): 8*" PVC INV=895.764' *Pipe size approximate
7739 Storm Manhole 24" Rim Elev = 904.443' (NE): 12" Cast Iron INV=899.693' (E): 12" RCP INV=899.593' (NW): 12" Cast Iron INV=899.343' Structure has weir wall. ▲H of weir wall = 4.85' Elevation of weir wall = 899.593'
7448 Curb Inlet Rim Elev = 904.224' (SW): 12" Cast Iron INV=899.914' 2' of standing water at the bottom of the structure. 6.22' to the bottom of the structure
7948 Storm Manhole Rim Elev = 903.52' (NE): 12" CPP INV=898.10' (SE): 12" CPP INV=897.97' (W): 8" CPP INV=898.22' (NW): 8" CPP INV=898.19' No Flow
8017 Storm Manhole Rim Elev = 903.375' (NE): 12" CPP INV=898.03' (SW): 12" CPP INV=898.02' (NW): 8" CPP INV=898.07'
8018 Storm Manhole Rim Elev = 902.04' (NE): 8" CPP INV=898.78' (E): 8" CPP INV=898.74' (SE): 8" CPP INV=898.75' (SW): 12" CPP INV=898.69' (NW): 8" UNKN INV=898.74'
8019 Storm Manhole Rim Elev = 900.969' (NE): 8" CPP INV=897.74' (SE): 8" CPP INV=897.76' (W): 8" CPP INV=897.69' (NW): 8" CPP INV=897.69'
8020 18" Square Inlet Rim Elev = 900.132' (SE): 8" PVC INV=898.382'
8021 18" Square Inlet Rim Elev = 900.089' (NW): 8" PVC INV=897.989' (S): 8" PVC* INV=897.969' (SW): 8" CPP INV=898.14' *Material approximate
8022 18" Square Inlet Rim Elev = 902.143' (NW): 8" CPP* INV=898.84' (SE): 8" CPP INV=899.84' *Material approximate
8023 18" Square Inlet Rim Elev = 902.156' (SE): 8" PVC* INV=900.656' *Material approximate
8102 Square Catch Basin Rim Elev = 898.12' (SE): 6*" PVC INV=897.17' *Pipe size approximate
520815 Storm Manhole Rim Elev = 900.20' (NW): 12" CPP INV=895.40' (SW): 12" CPP INV=895.65'
521126 Other Water Manhole Rim Elev = 902.611' Irrigation valve in manhole and possibly water/sanitation bolted up inside
521140 Sanitary Manhole Rim Elev = 899.64' (S): 6*" PVC INV=897.44' (NW): 6" PVC INV=897.54' *Pipe size approximate
521143 Storm Manhole Rim Elev = 900.39' (SE): 12" CPP INV=896.34 (NE): 12" CPP INV=896.44' (E): 12*" CPP INV=896.42' *Pipe size approximate
521144 Storm Inlet Rim Elev = 900.11' (NE): 8" PVC* INV=897.96' (SW): 8" PVC INV=898.01' *Material approximate
521145 Storm Inlet Rim Elev = 900.18' (NE): 8" PVC INV=898.43'
521146 Storm Inlet Catch Basin Rim Elev = 900.27' (SE): 8" PVC* INV=898.02' Bottom of Structure elev = 897.42' *material approximate
521147 Storm Inlet Rim Elev = 900.12' (NW): 8" PVC INV=896.97' (SW): 8*" CPP INV=897.08' (NE): 8" CPP INV=897.12' *Pipe size approximate
521148 Storm Manhole Rim Elev = 901.02' (NE): 8" CPP INV=897.38' (SW): 12" CPP INV=897.36' (SWW): 8" CPP INV=897.51' 12" CPP INV=897.37'
521339 Storm Manhole Rim Elev = 900.86' (E): 12-15*" RCP INV=896.81' (W): 12-15*" RCP INV=896.81' *Pipe size approximate
521392 Beehive Rim Elev = 901.02' (S): 12*" PVC INV=897.72' *PVC pipe may be a boot as connecting pipe is a RCP. Bottom of structure ▲H=5.1' (895.92') Approximately 1.8' of standing water in structure
521574 Square Catch Basin Rim Elev = 900.75' (E): 6" CPP INV=899.20' (W): 6" CPP INV=899.20'
521610 Square Storm Yard Drain Rim Elev = 900.19' (NW): 6" PVC INV=898.79'
525000 Square Catch Basin Rim Elev = 900.59' (E): 6" CPP INV=899.14' (W): 6" CPP INV=899.14'
525161 Square Inlet Rim Elev = 899.15' (NW): 8" CPP* INV=898.24' *Material approximate
EXISTING CONDITIONS
NOTES & TABLES
11640
CV103
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
STRUCTURE TABLE
11/06/20
D
co
co
Dco
co
D
D
D
w
w
co
co
D
D
co
co DD
D
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
SOIL BORING LOCATION
OVERALL SITE
DEVELOPMENT PLAN
0' 160'80'40'
SCALE: 1" = 80'
11640
C-001
SHEET NOTESN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SOUTHWEST QUADRANT SHEETS:
CD102 - STORMWATER POLLUTION PREVENTION PLAN
CS102 - LAYOUT AND MATERIALS PLAN
CU102 - UTILITY PLAN
LP102 - LANDSCAPE PLAN
NORTHEAST QUADRANT SHEETS:
CD103 - STORMWATER POLLUTION PREVENTION PLAN
CS103 - LAYOUT AND MATERIALS PLAN
CU103 - UTILITY PLAN
LP103 - LANDSCAPE PLAN
SOUTHEAST QUADRANT SHEETS:
CD101 - STORMWATER POLLUTION PREVENTION PLAN
CS101 - LAYOUT AND MATERIALS PLAN
CU101 - UTILITY PLAN
LP101 - LANDSCAPE PLAN
PRAIRIE PLAY AREA
UPLAND FOREST PLAY AREA
STORMWATER TREATMENT ZONE
OUTDOOR CLASSROOM
REALIGNED
ENTRY ROAD
PERIMETER TRAIL EXTENSION
AT 116TH STREET
PARKING FOR EXISTING JILL
PERELMAN PAVILION
CONNECTOR ROAD AND
WETLAND CROSSING
PARKING LOT IMPROVEMENTS
SPRAYGROUND
EXISTING DETENTION POND
MATCHLINE MATCHLINE
MATCHLINEMATCHLINENO WORK IN THE NORTHWEST
QUADRANT
WEST 116TH STREET
DO NOT BLOCK
ACCESS TO JILL
PERELMAN PAVILION
STORMWATER TREATMENT ZONE
EXISTING PICNIC SHELTERS
RESTROOM AND SHELTER
IMPROVEMENTS, SEE
ARCHITECTURAL PLANS
EXISTING JILL'S HILL
LEGENDLEGEND
ENTRY SIGN
482'-9"
TO PROPERTY BOUNDARY
706'-11"TO PROPERTY BOUNDARYAPPROXIMATELY 1462'TO PROPERTY BOUNDARYAPPROXIMATELY 2110'
TO PROPERTY BOUNDARY
11/06/20
STABILIZED CONSTRUCTION
ENTRANCE
FOREBAY
INLET PROTECTION, TYP.
CD502
5
CD501
STONE CHECK DAM2
CD502
SILT FENCE, TYP.1
CD501
3
CD501
A TYP.
B TYP.
8
CD501 CONCRETE WASHOUT
#
CD502
CULVERT PROTECTION:
SEDIMENT CONTROL TUBE
#
CD502
SPILLWAY PROTECTION, TYP:
SEDIMENT CONTROL TUBE
#
CD502
CULVERT PROTECTION:
SEDIMENT CONTROL TUBE
STONE CHECK DAM TYP.2
CD502
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD104-CD106 FOR SITE STABILIZATION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
5
CD501
3
CD501
1
CD502
1
CD501
2
CD501
EDGE OF WATER
INLET PROTECTION
CULVERT AND SPILLLWAY PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT FOREBAY
TOPSOIL STOCK PILE
STONE CHECK DAM
SILT FENCE
STORMWATER POLLUTION
PREVENTION PLAN
0' 80'40'20'
SCALE: 1" = 40'
11640
CD101
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
MATCHLINE CD102MATCHLINE CD103
INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
CULVERT PROTECTION AND SPILLWAY PROTECTION SHALL CONSIST
OF SEDIMENT CONTROL TUBE TO ALLOW WATER TO FLOW WHILE
PREVENTING THE MIGRATION OF SEDIMENT INTO THE CULVERT OR
SPILLWAY.
B
PER CITY STORMWATER RVW 09/21/2020
11/06/20
CULVERT
PROTECTION
A
INLET PROTECTION5
CD501
A
STONE CHECK DAM TYP.2
CD502
SILT FENCE, TYP.1
CD501
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD104-CD106 FOR SITE STABILIZATION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
5
CD501
3
CD501
1
CD502
1
CD501
2
CD501
EDGE OF WATER
INLET PROTECTION
CULVERT AND SPILLLWAY PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT FOREBAY
TOPSOIL STOCK PILE
STONE CHECK DAM
SILT FENCE
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
STORMWATER POLLUTION
PREVENTION PLAN
11640
CD102
SHEET NOTES
LEGEND
N
KEYED NOTES
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD101 MATCHLINE CD103INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
CULVERT PROTECTION AND SPILLWAY PROTECTION SHALL CONSIST
OF SILT FENCE, SEDIMENT LOG, ROCK OR OTHER BARRIER TO
ALLOW WATER TO FLOW WHILE PREVENTING THE MIGRATION OF
SEDIMENT INTO THE CULVERT OR SPILLWAY.
B
11/06/20
TEMPORARY SEDIMENT
FOREBAY
SILT FENCE, TYP.
INLET PROTECTION, TYP.5
CD501
1
CD502
1
CD501
CULVERT
PROTECTION
A TYP.
TOPSOIL STOCKPILE
SPILLWAY
PROTECTION
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD104-CD106 FOR SITE STABILIZATION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
5
CD501
3
CD501
1
CD502
1
CD501
2
CD501
EDGE OF WATER
INLET PROTECTION
CULVERT AND SPILLLWAY PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT FOREBAY
TOPSOIL STOCK PILE
STONE CHECK DAM
SILT FENCE
STORMWATER POLLUTION
PREVENTION PLAN
11640
CD103
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD102MATCHLINE CD101
INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
CULVERT PROTECTION AND SPILLWAY PROTECTION SHALL CONSIST
OF SILT FENCE, SEDIMENT LOG, ROCK OR OTHER BARRIER TO
ALLOW WATER TO FLOW WHILE PREVENTING THE MIGRATION OF
SEDIMENT INTO THE CULVERT OR SPILLWAY.
B
11/06/20
TREE REMOVAL, TYP.
REMOVE STRUCTURES & UNDERGROUND UTILITIES
E
REMOVE EXISTING PARK SIGN
PROVIDE GATE AS NECESSARY FOR
CONTRACTOR'S OPERATIONS
CONSTRUCTION FENCE
PROVIDE "TRAIL CLOSED" SIGN
CAP &
ABANDON PIPE
IN PLACE
F
C
C TYP.
PROTECT SHRUBS AT
TOP OF AMPHITHEATER
G
A
D
B TYP.
REMOVE ROUND POSTS ON BOTH SIDES
OF TRAIL. PROTECT BOLLARD IN TRAIL.
PROVIDE "TRAIL
CLOSED" SIGN
B
APPROXIMATE LOCATION OF
FIBER OPTIC HANDHOLE
INSTALLED BY OTHERS.
APPROXIMATE DATE OF
INSTALLATION IS
OCTOBER/NOVEMBER 2020.
COORDINATE ACCESS FOR
UTILITY CONTRACTOR
APPROXIMATE LOCATION OF FIBER
OPTIC INSTALLED BY OTHERS
APPROXIMATE LOCATION OF FIBER
OPTIC INSTALLED BY OTHERSAPPROXIMATE LOCATION OF FIBER
OPTIC INSTALLED BY OTHERS
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. EXISTING TREE SYMBOL REPRESENTS THE LOCATION OF EXISTING
TREES AND DOES NOT REFLECT THE TREE OR CROWN SIZE OF
INDIVIDUAL TREES. THE CONTRACTOR IS RESPONSIBLE FOR
ERECTING APPROPRIATE TREE PROTECTION FENCING WHERE
REQUIRED BASED ON DETAIL 4/CD501.
3. CONTRACTOR TO PROVIDE "TRAIL CLOSED" SIGNS AT PATH
INTERSECTIONS JUST NORTH OF LIMITS OF CONSTRUCTION.
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EDGE OF WATER
PROTECTED AREA - LIMITED REMOVALS
ONLY AS NOTED
MILL ASPHALT
PAVEMENT REMOVAL
TREE REMOVAL
TREE PROTECT
REMOVE
SALVAGE
RELOCATE
UTILITY REMOVAL
CAP UTILITY
TEMPORARY CONSTRUCTION FENCE
CONSTRUCTION ENTRANCE
SPLIT RAIL FENCE REMOVAL
CURB TO PROTECT IN PLACE
CURB REMOVAL
SAW CUT PAVEMENT
4
CD501
SITE PREPARATION PLAN
0' 80'40'20'
SCALE: 1" = 40'
11640
CD104
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
MATCHLINE CD102MATCHLINE CD103
STRIP AND STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS TO
EXTENT NECESSARY TO FACILITATE CONSTRUCTION UNLESS
OTHERWISE NOTED.
SAWCUT EDGE OF PAVEMENT, CONNECT TO EXISTING PAVEMENT
REMOVE ALL EXISTING SPLIT RAIL FENCE FROM PARK, INCLUDING
WITHIN DESIGNATED PROTECTED AREAS. RESTORE REMOVED
FENCE POST LOCATIONS TO MATCH ADJACENT CONDITIONS WITH
EITHER LAWN OR PRAIRIE SEED MIX. SEE LP101-LP103.
MILL TOP 2" OF ASPHALT. PROTECT EXISTING CURBS UNLESS NOTED.
REMOVE AND DISPOSE OF SPLASH PAD EQUIPMENT IN EXISTING
PLAZA AND CAP UTILITY CONNECTIONS. PROTECT PLAZA PAVEMENT.
PROTECT TREES TO THE BACK OF CURB.
MINIMIZE DISTURBANCE TO PRAIRIE AND TRAILS TO MINIMUM
NECESSARY TO INSTALL NEW STORM SEWER.
A
B
C
D
E
F
G
11/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EDGE OF WATER
PROTECTED AREA - LIMITED REMOVALS
ONLY AS NOTED
MILL ASPHALT
PAVEMENT REMOVAL
TREE REMOVAL
TREE PROTECT
REMOVE
SALVAGE
RELOCATE
UTILITY REMOVAL
CAP UTILITY
TEMPORARY CONSTRUCTION FENCE
CONSTRUCTION ENTRANCE
SPLIT RAIL FENCE REMOVAL
CURB TO PROTECT IN PLACE
CURB REMOVAL
SAW CUT PAVEMENT
4
CD501
D
E
A
B TYP.
PROVIDE "TRAIL CLOSED" SIGN AT
INTERSECTION TO NORTH - SEE
TRAIL CLOSURE MAP THIS SHEET
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN
B
APPROXIMATE LOCATION
OF FIBER OPTIC
INSTALLED BY OTHERS
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. EXISTING TREE SYMBOL REPRESENTS THE LOCATION OF EXISTING
TREES AND DOES NOT REFLECT THE TREE OR CROWN SIZE OF
INDIVIDUAL TREES. THE CONTRACTOR IS RESPONSIBLE FOR
ERECTING APPROPRIATE TREE PROTECTION FENCING WHERE
REQUIRED BASED ON DETAIL 4/CD501.
3. CONTRACTOR TO PROVIDE "TRAIL CLOSED" SIGNS AT PATH
INTERSECTIONS JUST NORTH OF LIMITS OF CONSTRUCTION.
SITE PREPARATION PLAN
11640
CD105
SHEET NOTES
LEGEND
N
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD101 MATCHLINE CD103KEYED NOTES
STRIP AND STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS TO
EXTENT NECESSARY TO FACILITATE CONSTRUCTION UNLESS
OTHERWISE NOTED.
SAWCUT EDGE OF PAVEMENT, CONNECT TO EXISTING PAVEMENT
REMOVE ALL EXISTING SPLIT RAIL FENCE FROM PARK, INCLUDING
WITHIN DESIGNATED PROTECTED AREAS. RESTORE REMOVED
FENCE POST LOCATIONS TO MATCH ADJACENT CONDITIONS WITH
EITHER LAWN OR PRAIRIE SEED MIX. SEE LP101-LP103.
REMOVE CULVERTS
PROTECT EXISTING STORM STRUCTURE
A
B
C
D
E
NTS
TRAIL CLOSURE MAP1
PROVIDE "TRAIL CLOSED" SIGN
11/06/20
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EDGE OF WATER
PROTECTED AREA - LIMITED REMOVALS
ONLY AS NOTED
MILL ASPHALT
PAVEMENT REMOVAL
TREE REMOVAL
TREE PROTECT
REMOVE
SALVAGE
RELOCATE
UTILITY REMOVAL
CAP UTILITY
TEMPORARY CONSTRUCTION FENCE
CONSTRUCTION ENTRANCE
SPLIT RAIL FENCE REMOVAL
CURB TO PROTECT IN PLACE
CURB REMOVAL
SAW CUT PAVEMENT
4
CD501
CAP &
ABANDON PIPE
IN PLACE
E
D
A
B TYP.
F
G
REMOVE ASPHALT WALK UP TO
CIRCULAR PLAZA AND PROTECT PLAZA
H
SALVAGE SMALL LIBRARY
AND DELIVER TO OWNER
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN
PROVIDE "TRAIL
CLOSED" SIGN
PROVIDE "TRAIL CLOSED" SIGN AT
COMMUNITY ENTRANCE TO EAST - SEE
TRAIL CLOSURE MAP THIS SHEET
B
B
B
H
J
I
PROTECT ALL TREES IN THIS
ROW. SINGLE FENCE MAY BE
INSTALLED AROUND ALL TREES
INSTEAD OF INDIVIDUAL
CIRCLES AT CONTRACTOR'S
DISCRETION.
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. EXISTING TREE SYMBOL REPRESENTS THE LOCATION OF EXISTING
TREES AND DOES NOT REFLECT THE TREE OR CROWN SIZE OF
INDIVIDUAL TREES. THE CONTRACTOR IS RESPONSIBLE FOR
ERECTING APPROPRIATE TREE PROTECTION FENCING WHERE
REQUIRED BASED ON DETAIL 4/CD501.
3. CONTRACTOR TO PROVIDE "TRAIL CLOSED" SIGNS AT PATH
INTERSECTIONS JUST NORTH OF LIMITS OF CONSTRUCTION.
SITE PREPARATION PLAN
11640
CD106
SHEET NOTES
LEGEND
N
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD102MATCHLINE CD101
KEYED NOTES
STRIP AND STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS ONLY
TO EXTENT NECESSARY TO FACILITATE GRADING, PAVEMENT, AND
LANDSCAPE INSTALLATION UNLESS OTHERWISE NOTED.
SAWCUT EDGE OF PAVEMENT, CONNECT TO EXISTING PAVEMENT
REMOVE ALL EXISTING SPLIT RAIL FENCE FROM PARK, INCLUDING
WITHIN DESIGNATED PROTECTED AREAS. RESTORE REMOVED
FENCE POST LOCATIONS TO MATCH ADJACENT CONDITIONS WITH
EITHER LAWN OR PRAIRIE SEED MIX. SEE LP101-LP103.
MILL TOP 2" OF ASPHALT. PROTECT EXISTING CURBS UNLESS NOTED.
PROTECT EXISTING BUILDINGS, SEE ARCHITECTURAL PLANS FOR
BUILDING DEMOLITION.
REMOVE EXISTING GRILLS.
SALVAGE PAVERS FROM RESTROOM PLAZA REMOVAL TO PATCH
PAVEMENT AT OUTDOOR CLASSROOM, SEE SHEET CS101
SALVAGE BENCH AND RETURN TO OWNER.
REMOVE MANHOLE ASSOCIATED WITH SPLASH PAD. REMOVE
EXISTING IRRIGATION SYSTEM, INCLUDING BOXES, VALVES, AND
SPRAY HEADS. ABANDONED IRRIGATION SYSTEM LINES MAY REMAIN
IN UNDISTURBED AREAS, OR MAY BE REMOVED AS NECESSARY FOR
GRADING ACTIVITIES.
PROTECT EXISTING TRANSFORMER TO REMAIN.
A
B
C
D
E
F
G
H
I
J
NTS
TRAIL CLOSURE MAP1
PROVIDE "TRAIL CLOSED" SIGN
11/06/20
A
B
90
5
910
903
904
906
907
908
909
911
9 12
905910901901902902903904906907908909911JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
REMOVE UPPER 1 FT OF EXISTING SOIL, FILL WITH STRUCTURAL
SUBBASE
REMOVE UPPER 4 FT OF EXISTING SOIL, FILL WITH STRUCTURAL
SUBBASE
GRADE TO PROPOSED SURCHARGE GRADES AS SHOWN
A
B
C
C
90
5
910
903
904
90
6
907
908
909
911
9 12
905 910901901902902903904906 907908909911EXCAVATE 1 FT BELOW EXISTING GRADE
EXCAVATE 4 FT BELOW EXISTING GRADE
SURCHARGE AREA
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
865
864
SURCHARGE PLAN
11640
CD107
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 60'30'15'
SCALE: 1" = 30'
SCALE: 1" = 30'
SUBGRADE EXCAVATION1
SCALE: 1" = 30'
SURCHARGE SOIL TYPES2
N
1. PERFORM WORK IN ACCORDANCE WITH RECOMMENDATIONS OF
GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS, INCLUDING
PREPARATION, PLACEMENT AND COMPACTION, AND SURCHARGING
OF SOILS.
2. CRUSH DRAIN TILES UNDER PLAY MOUND AREA USING A FULLY
LOADED TRI-AXLE DUMP TRUCK OR WEIGHT EQUIVALENT VEHICLE
PER GEOTECHNICAL REPORT RECOMMENDATIONS.
3. OWNER WILL PROVIDE GEOTECHNICAL AND SURVEY SERVICES FOR
MONITORING OF THE SURCHARGE PILE AREA. DO NOT BEGIN
CONSTRUCTION OF PAVEMENTS, WALLS, FOUNDATIONS OR UTILITIES
UNTIL OWNER'S GEOTECHNICAL ENGINEER HAS CERTIFIED THAT THE
SURCHARGE PILE AREA IS READY FOR THE CONSTRUCTION OF
PAVEMENTS, WALLS, FOUNDATIONS AND UTILITIES TO BEGIN.
11/06/20
900
899
901900
89
9
901 901900
8 99
901
902
900 8968978
9
8899 9019
0
0
9008
9
6
8
9
7
8
9
8
8
9
9
899900899
9019028 98
8 99
900
9019029021. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD101-CD103 FOR STORMWATER POLLUTION
PREVENTION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
7
CD501
EDGE OF WATER
SLOPE EROSION CONTROL BLANKET
CHANNEL EROSION CONTROL BLANKET
SLOPE EROSION CONTROL BLANKET &
TURF REINFORCEMENT MAT
SITE STABILIZATION PLAN
0' 80'40'20'
SCALE: 1" = 40'
11640
CD108
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
MATCHLINE CD102MATCHLINE CD103
INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
PER CITY STORMWATER RVW 10/16/2020
11/06/20
900
901902
9039049
0
19029
0
3900
901
902
1. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD101-CD103 FOR STORMWATER POLLUTION
PREVENTION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
7
CD501
EDGE OF WATER
SLOPE EROSION CONTROL BLANKET
CHANNEL EROSION CONTROL BLANKET
SLOPE EROSION CONTROL BLANKET &
TURF REINFORCEMENT MAT
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SITE STABILIZATION PLAN
11640
CD109
SHEET NOTES
LEGEND
N
KEYED NOTES
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD101 MATCHLINE CD103INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
11/06/20
9059109 03
90 3
904
906907908909911912905
904
906
9 07
908
9 08
9 09
90 9
90
5
9
1
0
90
3
90
4
90
6
9
0
7
9089
0
9
911
9 12
913914905
910
902
903
904
9 06
907
908
909
900
901
9 02
900
899
901 901900
9019029029059019019029029039049069079081. SEE G001 - GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
2. SEE SHEETS CD101-CD103 FOR STORMWATER POLLUTION
PREVENTION PLAN.
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
7
CD501
EDGE OF WATER
SLOPE EROSION CONTROL BLANKET
CHANNEL EROSION CONTROL BLANKET
SLOPE EROSION CONTROL BLANKET &
TURF REINFORCEMENT MAT
SITE STABILIZATION PLAN
11640
CD110
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
0' 80'40'20'
SCALE: 1" = 40'MATCHLINE CD102MATCHLINE CD101
INLET CONTROL MEASURES TO BE MAINTAINED UNTIL COVER CROP
ESTABLISHMENT
A
PER CITY STORMWATER RVW 10/16/2020
11/06/20
STORMWATER POLLUTION
PREVENTION NOTES
11640
CD500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
STORMWATER POLLUTION
PREVENTION CHECKLIST A
A1: PLAN INDEX: SEE COVER SHEET
A2: 11"X17" EXHIBIT DENOTING BOUNDARIES AND STREETS AS
APPLICABLE IS PROVIDED SEPARATELY IN STORMWATER
MANAGEMENT REPORT.
A3: PROJECT NARRATIVE DESCRIBING NATURE AND PURPOSE OF THE
PROJECT: RENOVATION OF EXISTING WEST PARK PLAYGROUND AND
SPLASH PAD AND ASSOCIATED SITE WORK INCLUDING, BUT NOT
LIMITED TO, PARKING AND ROADWAY, PEDESTRIAN PLAZAS,
GRADING, SITE UTILITIES, AND LANDSCAPING IN CARMEL, INDIANA.
A4: VICINITY MAP: DENOTED ON COVER SHEET OF DRAWING SET
A5: LEGAL DESCRIPTION OF PROPERTY: SEE EXISTING CONDITIONS
SHEETS CV101 - CV102.
A6: LOCATION OF ALL PROPOSED SITE ELEMENTS: SEE SHEET CS101 -
CS103.
A7: 14 DIGIT HYDROLOGIC UNIT CODE: 05120201090060
A8: STATE OR FEDERAL WATER QUALITY PERMITS:
-401 WQC FROM IDEM
-404 REGIONAL GENERAL PERMIT FROM U.S. ARMY CORPS OF
ENGINEERS
A9: SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE
THE SITE: EXISTING 52" X 31" CULVERT CROSSING AT 116TH STREET.
A10: LOCATION OF ALL WETLANDS, LAKES & WATER COURSES ON AND
ADJACENT TO SITE: SEE SHEETS CV101 - CV102.
A11: RECEIVING WATERS: WILLIAMS CREEK
A12: IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUNDWATER:
NONE.
A13: 100-YEAR FLOODPLAINS, FLOODWAYS AND FLOOD FRINGES: THE
PROJECT SITE IS LOCATED OUTSIDE ANY MAPPED FLOODPLAINS,
FLOODWAYS AND FLOOD FRINGES.
A14: PRE-CONSTRUCTION & POST-CONSTRUCTION PEAK DISCHARGE:
REFER TO STORMWATER MANAGEMENT REPORT.
A15: ADJACENT LAND USE
NORTH: RESIDENTIAL
SOUTH: SCHOOL
EAST: RESIDENTIAL
WEST: PARKS AND RECREATION
A16: LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED
AREAS: SEE SITE PREPARATION SHEETS CD104-CD106.
A17: IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEETS
CV101-CV107.
A18: SOILS MAP INCLUDING DESCRIPTION AND LIMITATIONS: THIS SHEET.
A19: LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER
SYSTEMS: SEE SHEETS CU101-#####.
A20: LOCATIONS, SIZE AND DIMENSIONS OF ANY PROPOSED OFF-SITE
CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: NONE
A21: LOCATIONS OF SOIL STOCKPILES: SEE SHEETS CD104-CD107.
A22: EXISTING TOPOGRAPHY: SEE SHEETS CV101 - CV102.
A23: PROPOSED FINAL TOPOGRAPHY: SEE SHEETS CG100 - CG406.
STORMWATER POLLUTION
PREVENTION CHECKLIST B
B1: DESCRIPTION OF POTENTIAL POLLUTANTS SOURCES ASSOCIATED
WITH THE CONSTRUCTION ACTIVITIES: SILT AND SEDIMENT FROM
EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS
LEAKING FUEL OR OIL, BRAKE FLUID, BRAKE DUST, TRASH, DEBRIS,
BIOLOGICAL AGENTS FOUND IN TRASH, FERTILIZERS, HERBICIDES,
PESTICIDES, ACID RAIN, LIME DUST AND CONCRETE WASHOUT.
B2: SEQUENCING OF STORMWATER QUALITY IMPLEMENTATION
RELATIVE TO LAND DISTURBANCE ACTIVITIES:
THIS PLAN HAS BEEN CREATED IN AN EFFORT TO ELIMINATE
SEDIMENT FROM LEAVING THE PROJECT SITE DURING
CONSTRUCTION PROTECTING THE ADJOINING PROPERTIES AND THE
WILLIAMS CREEK WATERSHED. THE SITE DRAINS TO THE SOUTH TO
AN EXISTING CULVERT ON 116TH, THEN ONTO A REGULATED DRAIN.
WILLIAMS CREEK IS THE RECEIVING WATER BODY FOR THE SITE.
B3: STABLE CONSTRUCTION ENTRANCE LOCATION(S) AND
SPECIFICATIONS. SEE PLAN SHEETS CD101 -CD103 FOR EROSION
CONTROL AND CONSTRUCTION ENTRANCE LOCATIONS AND
CD501-CD502 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS.
ADDITIONAL TEXT AND INSTRUCTIONS CAN BE FOUND ON THIS
SHEET.
B4: SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT
FENCING. SEE PLAN SHEETS CD101 - CD103 FOR LOCATIONS OF
SEDIMENT CONTROL MEASURES AND SHEETS CD501-CD502 FOR
CONSTRUCTION DETAILS AND SPECIFICATIONS. ADDITIONAL
INFORMATION CAN BE FOUND ON THIS SHEET.
B5: SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
NONE ANTICIPATED.
B6: STORM SEWER INLET PROTECTION MEASURE, LOCATIONS AND
SPECIFICATIONS. SEE SHEET CD101-CD103 FOR CULVERT AND INLET
PROTECTION LOCATION AND SHEETS CD501-CD502 FOR
CONSTRUCTION DETAILS AND SPECIFICATIONS.
B7: RUNOFF CONTROL MEASURES: NOT APPLICABLE
B8: STORMWATER OUTLET PROTECTION MEASURES. SEE SHEET
CD101-CD103 FOR CULVERT AND INLET PROTECTION LOCATION AND
SHEETS CD501-CD502 FOR CONSTRUCTION DETAILS AND
SPECIFICATIONS.
B9: GRADE STABILIZATION STRUCTURE LOCATIONS AND
SPECIFICATIONS: NOT APPLICABLE.
B10: LOCATION, DIMENSION, SPECIFICATIONS AND CONSTRUCTION
DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE PLAN
SHEETS CD101-CD103 AND SHEET CD501-CD502 FOR CONSTRUCTION
DETAILS AND SPECIFICATIONS.
B11: TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR
EACH SEASON: SEE SHEET CD501-CD502.
B12: PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE PLAN
SHEETS CD101-CD103 FOR LOCATIONS OF PERMANENT SURFACE
STABILIZATION MEASURES AND SHEET CD501-CD502 FOR
CONSTRUCTION DETAILS AND SPECIFICATIONS.
B13: MATERIAL HANDLING AND SPILL PREVENTION PLAN:
PURPOSE:
THE INTENTION OF THIS SPILL PREVENTION, CONTROL AN
COUNTERMEASURES (SPCC) IS TO ESTABLISH THE PROCEDURES
AND EQUIPMENT REQUIRED TO PREVENT THE DISCHARGE OF OIL
AND HAZARDOUS SUBSTANCES IN QUANTITIES THAT VIOLATE
APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN UPON
OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS
ADJOINING SHORELINE, OR CAUSE SLUDGE OR EMULSION TO BE
DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJACENT
SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES
REQUIRED TO MITIGATE SUCH DISCHARGES (I.E.,
COUNTERMEASURES) SHOULD THEY OCCUR.
DEFINITIONS:
POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM,
INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING
AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH,
HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL
REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL.
DISCHARGE: INCLUDES BUT IS NOT LIMITED TO, ANY SPILLING,
LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING.
NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITED STATES
THAT ARE CONNECTED WITH A NAVIGABLE STREAM, LAKE OR SEA.
[NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY
STORMWATER (EVEN NORMAL DRY WASH OR STORM SEWER) THAT
EVENTUALLY DRAINS INTO A NAVIGABLE STREAM].
PLAN REVIEW AMENDMENTS:
THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY,
WHENEVER THERE IS A CHANGE IN THE DESIGN OF THE SITE,
CONSTRUCTION, OPERATION OR MAINTENANCE WHICH MATERIALLY
AFFECTS THE SITE'S POTENTIAL FOR THE DISCHARGE OF
REGULATED MATERIALS.
PREDICTION OF POTENTIAL SPILLS:
1. NEAREST NAVIGABLE WATER: WILLIAMS CREEK
2. DRAINAGE SYSTEM: THE SITE WILL DRAIN SOUTH TO THE EXISTING
CULVERT ON 116TH STREET, WHICH FLOWS TO A REGULATED DRAIN.
THE REGULATED DRAIN FLOWS TO WILLIAMS CREEK.
3. POSSIBLE SPILL SOURCES: VEHICULAR SOURCES SUCH AS LEAKING
FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE, CONSTRUCTION
TRASH, DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS,
AND FERTILIZERS.
4. GROUNDWATER CONTAMINATION: THERE WILL BE NO ABOVE
GROUND OR UNDER GROUND STORAGE TANK OR FACILITIES AT THE
SITE. THE FACILITY WILL UTILIZE DOMESTIC WATER AND SANITARY
SEWER.
ALERT PROCEDURES FOR SPILLS:
1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY NOTIFY
THE APPROPRIATE EMERGENCY PERSONNEL.
2. THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING
ACTIONS:
2.1. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR
LEAVE THE SPILL ZONE.
2.2. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT (IDEM), OFFICE OF EMERGENCY RESPONSE BY
CALLING THE TELEPHONE NUMBER:
OFFICE: 317-233-7745
TOLL-FREE: 800-233-7745
ALSO CALL THE NATIONAL RESPONSE CENTER AT 800-424-8802 AND
PROVIDE THE FOLLOWING INFORMATION:
· TIME OF OBSERVATION OF THE SPILL
· LOCATION OF THE SPILL
· IDENTITY OF THE MATERIAL SPILLED
· PROBABLE TIME OF THE SPILL
· VOLUME OF THE SPILL AND DURATION
· PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL
· WEATHER CONDITIONS
· PERSONNEL AT THE SCENE
· ACTION INITIATED BY PERSONNEL
2.3 NOTIFY THE FIRE DEPARTMENT: 911
2.4 NOTIFY THE POLICE DEPARTMENT: 911
2.5 NOTIFY WASTER RECOVERY CONTRACTOR, MAINTENANCE
PERSONNEL OR OTHER CONTRACTUAL PERSONNEL AS
NECESSARY FOR CLEANUP.
2.6 COORDINATE AND MONITOR CLEANUP UNTIL THE
SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE
BEEN ELIMINATED.
2.7 COOPERATE WITH THE IDEM-OER ON PROCEDURES AND
REPORTS INVOLVED WITH THE EVENT.
CLEANUP PARAMETERS:
1. THE DEVELOPER/CONTACTOR SHALL BE CONTINUALLY KEPT
INFORMED AND MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND
AVAILABLE VAC-TRCUKS, TANK PUMPERS AND OTHER EQUIPMENT
READILY ACCESSIBLE FOR CLEANUP OPERATIONS. IN ADDITION, A
CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS
AND CLEANUP SUPPLIES SHOULD BE KEPT ON SITE.
2. ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF
TECHNIQUES FOR PREVENTIONS OF SPILLS. THEY WILL BE
INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN
THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT
DEVELOPMENTS OR NEW INFORMATION ON THE PREVENTION OF
SPILLS AND/OR NECESSARY ALTERATIONS TO THIS PLAN.
3. WHEN SPILLS OCCUR WHICH COULD ENDANGER HUMAN LIFE AND
THIS BECOMES PRIMARY CONCERN, THE DISCHARGE OF THE LIFE
SAVING PROTECTION FUNCTION WILL BE CARRIED OUT BY THE
LOCAL POLICE AND FIRE DEPARTMENTS.
4. ABSORBENT MATERIALS, WHICH ARE USED IN CLEANING UP SPILLED
MATERIALS, WILL BE DISPOSED OF IN A MANNER SUBJECT TO THE
APPROVAL OF INDIANA DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT.
5. FLUSHING OF SPILLING MATERIALS WITH WATER WILL NOT BE
PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT.
B14: MONITORING AND MAINTENANCE GUIDELINES FOR POLLUTION
PREVENTION MEASURES.
SILT FENCE (SEDIMENT FENCE)
1. REQUIREMENTS: LIMIT WATERSHED AREA TO 1/4 ACRE PER 100 FT.
OF FENCE, FURTHER RESTRICTED BY SLOPE STEEPNESS.
2. LOCATION: FENCE NEARLY LEVEL, APPROXIMATELY FOLLOWING THE
LAND CONTOUR, AND AT LEAST 10 FT. FROM TOE OF SLOPE TO
PROVIDE A BROAD, SHALLOW SEDIMENT POOL.
INSTALLATION REQUIREMENTS:
1. TRENCH: 8 INCH MINIMUM DEPTH, FLAT-BOTTOM OR V-SHAPED,
FILLED WITH COMPACTED SOIL OR GRAVEL TO BURY LOWER
PORTION OF SUPPORT WIRE AND/OR FENCE FABRIC.
2. SUPPORT POSTS: 1-1/4" X 1-1/4" HARDWOOD POSTS SET AT LEAST 1
FOOT DEEP.
3. SPACING OF POSTS: 8 FOOT MAXIMUM IF FENCE SUPPORTED BY
WIRE, 6 FOOT FOR EXTRA-STRENGTH FABRIC WITHOUT WIRE
BACKING.
4. FENCE HEIGHT: HIGH ENOUGH SO DEPTH OF IMPOUNDED WATER
FOES NOT EXCEED 1-1/2 FOOT AT ANY POINT ALONG THE FENCE.
5. SUPPORT WIRE (OPTIONAL): 14 GAUGE, 6 INCH MESH WIRE FENCE
(NEEDED IF USING STANDARD-STRENGTH FABRIC).
6. FENCE FABRIC: WOVEN OR NON-WOVEN GEOTEXTILE FABRIC WITH
SPECIFIED FILTERING EFFICIENCY AND TENSILE STRENGTH AND
CONTAINING UV INHIBITORS AND STABILZERS TO ENSURE 6-MONTH.
MINIMUM LIFE AT TEMPERATURES 0-120 DEGREES FAHRENHEIT.
MAINTENANCE:
1. INSPECT THE SILT FENCE WITHIN 24 HOURS OF A RAIN EVENT AND
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. IF THE FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY
WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION
IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE
HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE
FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN
OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE
DISTURBED AREA TO GRADE AND STABILIZE.
EROSION CONTROL BLANKET
1. MATERIAL: AS SPECIFIED ON PLANS OR APPROVED EQUAL.
2. ANCHORING: PER MANUFACTURER'S RECOMMENDATIONS FOR
INTENDED USE OR PER PLAN SPECIFICATIONS.
INSTALLATION REQUIREMENTS:
1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET AS
DIRECTED ON PLANS.
2. GRADE THE SITE AS SPECIFIED IN CONSTRUCTION PLANS.
3. ADD TOPSOIL WHERE APPROPRIATE.
4. PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND
SEED THE AREA IMMEDIATELY AFTER GRADING.
5. FOLLOWING MANUFACTURER'S INSTRUCTIONS, LAY THE BLANKETS
ON THE SEEDED AREA SUCH THAT THE ARE IN CONTINUOUS
CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM
ONES OVERLAP THE LOWER ONES BY AT LEAST 8 INCHES.
6. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A
CHECK SLOT (SILT TRENCH), BACKFILL WITH SOIL, AND TAMP DOWN.
7. ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER OR
AS SPECIFIED IN THE PLANS.
MAINTENANCE:
1. INSPECT EROSION CONTROL BLANKET WITHIN 24 HOURS OF A RAIN
EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. IF ANY
AREAS SHOW EROSION, PULL BACK THAT PORTION OF THE BLANKET
COVERING IT, RE-SEED THE AREA AND RELAY AND STAPLE THE
BLANKET.
2. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA
PERIODICALLY.
INLET PROTECTION:
1. INSTALL INLET PROTECTION AT ALL EXISTING AND PROPOSED
STORM SEWER INLETS
INSTALLATION REQUIREMENTS:
1. INSTALL PER CONSTRUCTION AND MANUFACTURER DETAILS.
ENSURE INLET PROTECTION IS PROPERLY AND SECURELY
INSTALLED TO CAPTURE SEDIMENT SO THAT SEDIMENT DOES NOT
BYPASS THE INLET PROTECTION MEASURE.
MAINTENANCE:
1. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE
DAILY.
2. IF FABRIC TEARS OR DEVICE BECOMES DAMAGED, REPAIR OR
REPLACE IT IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULATIONS WHEN INLET PROTECTION IS
MORE THAN HALF FULL OR SOONER AS NECESSARY TO MAINTAIN
PROPER DRAINAGE FUNCTION.
TEMPORARY CONSTRUCTION ENTRANCE/EXIT PAD
REQUIREMENTS:
1. THE CONSTRUCTION ENTRANCE SHALL BE LOCATED OFF OF 116TH
STREET. IF MUDDY CONDITIONS RESULT IN TRACKING ON ROAD,
CLEAN UP IMMEDIATELY.
2. MATERIAL FOR GRAVEL CONSTRUCTION ENTRANCE: 2-3 INCHES OF
WASHED STONE (INDOT CA #2) OVER A STABLE FOUNDATION.
THICKNESS: 8-INCH MINIMUM.
3. WIDTH: 24 FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT
ROADWAY, WHICHEVER IS GREATER.
4. LENGTH: 150 FEET MINIMUM.
5. GEOTEXTILE FABRIC UNDERLINER: MAY BE USED UNDER WET
CONDITIONS OR WITH SOILS WITH A HIGH SEASONAL WATER TABLE
TO PROVIDE GREATER BEARING STRENGTH.
INSTALLATION REQUIREMENTS:
1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC
ROADS.
2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL
FROM THE FOUNDATION AREA. GRADE AND CROWN FOR POSITIVE
DRAINAGE.
3. IF SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A 6-8 INCH
HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE DRIVE
AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF
AWAY FROM THE ROAD INTO PROTECTED SEDIMENT BASINS.
4. INSTALL PIPE UNDER THE DRIVE IF NEEDED TO MAINTAIN PROPER
PUBLIC ROAD DRAINAGE.
5. PLACE GEOTEXTILE FABRIC ON THE GROUND FOUNDATION PRIOR
TO STONE PLACEMENT TO IMPROVE STABILITY.
6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION
CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR
DRAINAGE.
7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE
DRIVE TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE:
1. INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA DAILY
AND AFTER STORM EVENTS OR HEAVY USE.
2. RESHAPE DRIVE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOP DRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING
SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A
SEDIMENT TRAP OR BASIN.
5. REPAIR AND BROKEN ROAD PAVEMENT IMMEDIATELY.
RIPRAP
REQUIREMENTS:
1. ROCK: PER SECTION 334100.
2. GRADATION: WELL-GRADED STONE, 50% (BY WEIGHT) SHOULD BE
LESS THAN 3 INCHES.
3. FILTER: USE GEOTEXTILE FABRIC FOR STABILIZATION AND
FILTRATION OR SAND/GRAVEL LAYER PLACED UNDER ALL
PERMANENT RIPRAP INSTALLATIONS.
4. SLOPE: 2:1 OR FLATTER, UNLESS APPROVED IN THE EROSION AND
SEDIMENT CONTROL PLAN.
5. MINIMUM THICKNESS: THREE TIMES THE SPECIFIED D50 STONE
DIAMETER.
INSTALLATION REQUIREMENTS:
SUBGRADE PREPARATION:
1. REMOVE BRUSH, TREES, STUMPS, AND OTHER DEBRIS.
2. EXCAVATE ONLY DEEP ENOUGH FOR BOTH FILTER AND RIPRAP;
OVER-EXCAVATION INCREASES THE AMOUNT OF SPOIL
CONSIDERABLY.
3. COMPACT ANY FILL MATERIAL TO THE DENSITY OF THE
SURROUNDING UNDISTURBED SOIL.
4. CUT A KEYWAY IN STABLE MATERIAL AT THE BASE OF THE SLOPE TO
REINFORCE THE TOE; KEYWAY DEPTH SHOPULD BE 1.5 TIMES THE
DESIGN THICKNESS OF THE RIPRAP AND SHOULD EXTEND A
HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS.
5. SMOOTH THE GRADED FOUNDATION.
FILTER PLACEMENT:
1. IF USING GEOTEXTILE FABRIC, PLACE IT ON THE SMOOTHED
FOUNDATION, OVERLAP THE EDGES AT LEAST 12 INCHES, AND
SECURE WITH ANCHOR PINS SPACED EVERY 3 FOOT ALONG THE
OVERLAP.
2. IF USING A SAND/GRAVEL FILTER, SPREAD THE WELL-GRADED
AGGREGATE IN A UNIFORM LAYER TO THE REQUIRED THICKNESS (6
INCH MAXIMUM); IF TWO OR ORE LAYERS ARE SPECIFIED, PLACE
THE LAYER OF SMALLER GRADATION FIRST, AND AVOID MIXING THE
LAYERS.
RIPRAP PLACEMENT:
1. IMMEDIATELY AFTER INSTALLING THE FILTER, ADD THE RIPRAP TO
THE FULL THICKNESS IN ONE OPERATION. (DO NOT DUMP THROUGH
CHUTES OR USE ANY METHOD THAT CAUSES SEGREGATION OF
ROCK SIZES OR THAT WILL DISLODGE OR DAMAGE THE UNDERLYING
FILTER MATERIAL).
2. IF FABRIC IS DAMAGED, REMOVE THE RIPRAP AND REPAIR BY
ADDING ANOTHER LAYER OF FABRIC, OVERLAPPING THE DAMAGED
AREA BY 12 INCHES.
3. PLACE SMALLER ROCK IN VOIDS TO FORM A DENSE, UNIFORM,
WELL-GRADED MASS. (SELECTIVE LOADING AT THE QUARRY AND
SOME HAND PLACEMENT MAY BE NEEDED TO ENSURE AN EVEN
DISTRIBUTION OF ROCK MATERIAL).
4. BLEND THE ROCK SURFACE SMOOTHLY WITH THE SURROUNDING
AREA TO ELIMINATE PROTRUSIONS OR OVERFALLS.
MAINTENANCE:
1. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIALS,
SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR
DOWNSLOPE. (PROPERLY DESIGNED AND INSTALLED RIPRAP
USUALLY REQUIRES VERY LITTLE MAINTENANCE IF PROMPTLY
REPAIRED).
B15: EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR
INDIVIDUAL BUILDING LOTS: NOT APPLICABLE.
STORMWATER POLLUTION
PREVENTION CHECKLIST C
C1: DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED
WITH THE PROPOSED LAND USE: SILT AND SEDIMENT FROM
EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS
LEAKING FUEL OR OIL, BRAKE FLUID, BRAKE DUST, GREASE,
ANTIFREEZE, METALS, RUBBER FRAGMENTS, ROAD GRIT, SALTS AND
SANDS, CONSTRUCTION TRASH AND DEBRIS, FERTILIZERS,
HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING
AGENTS, CHEMICALS, PAINT, MISCELLANEOUS HOME IMPROVEMENT
MATERIALS, TOYS, CLOTHING AND ANIMAL WASTE, ELEVATED
STORM RUNOFF TEMPERATURES, ACID RAIN, PESTICIDES AND
PATHOGENS.
C2: SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE
IMPLEMENTATION.
1. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS
DETAILED IN THE STORMWATER POLLUTION PREVENTION
MEASURES MAINTENANCE REQUIREMENTS BEGINNING
IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL
VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL
CONSTRUCTION ACTIVITY IS COMPLETE.
2. REMOVE ALL INDIVIDUAL INLET PROTECTION AND COIR LOG CHECK
DAMS, SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT
VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A
POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE
DOWNSTREAM DITCH AND CREEK SYSTEM.
3. IT IS RECOMMENDED THAT ANY PROPOSED WETLAND AREA AND
PLANTINGS (IF ANY) BE CONSTRUCTED/PLACED AFTER FINAL
GRADING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN
ESTABLISHED TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT
ENTER THE WETLANDS.
C3: DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER
QUALITY MEASURES: SITE AND FACILITY DESIGN FOR STORMWATER
QUALITY PROTECTING ON THIS EMPLOYS A MULTI-LEVEL STRATEGY
CONSISTING OF:
1. CONTROLLING SOURCES OF POLLUTANTS
2. TREATING CONTAMINATED STORMWATER RUNOFF BEFORE
DISCHARGING IT INTO THE ADJACENT REGULATED DRAIN.
STORMWATER QUALITY MEASURES FOR REDUCING, ELIMINATING OR
CONTROLLING POLLUTANTS (SOURCE CONTROLS) INCLUDE:
1. SAND FILTER
2. BIOFILTRATION AREA
3. VEGETATED SWALES
4. STORMWATER DETENTION
5. OUTLET PROTECTION & VELOCITY DISSIPATION DEVICES
IT IS THE INTENT OF THIS PLAN THAT THE IMPLEMENTATION OF THE
ABOVE DESCRIED STORMWATER QUALITY MEASURES BE EXECUTED IN
ACCORDANCE OF RULE 5 STORMWATER QUALITY.
C4: LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION
DETAILS OF STORMWATER QUALITY MEASURES: SEE PLAN SHEETS
CU101 THROUGH CU502.
C5: DESCRIPTION OF MAINTENANCE GUIDELINES AND PROPOSED
WATER QUALITY MEASURES: SEE ATTACHED BMP OPERATIONS
AND MAINTENANCE MANUAL.
SOILS MAP
WEST PARK: PROJECT SOILS MAP
FLOOD MAP
MAP ABOVE PER FEMA FIRMETTE #18057C0205G, EFFECTIVE ON 11/19/2014
· PROJECT OUTSIDE OF FLOOD HAZARDS
BR: BROOKSTON SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPES
CrA: CROSBY SILT LOAM, FINE-LOAMY SUBSOIL, 0 TO 2 PERCENT SLOPES
PROJECT
LOCATION
PER CITY STORMWATER RVW 09/21/2020
SEDIMENT CONTROL TUBE
INSTALLATION REQUIREMENTS:
1. SECURE SEDIMENT CONTROL TUBE FIRMLY IN PLACE WITH STAKES.
WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE
CONCRETE BLOCKS SHALL BE USED TO SECURE SEDIMENT
CONTROL TUBE IN PLACE OF STAKING.
MAINTENANCE:
1. INSPECT SEDIMENT CONTROL TUBE WITHIN 24 HOURS OF A RAIN
EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
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. MAINTAIN AND REPLACE DAMAGED OR DEGRADED SEDIMENT
CONTROL TUBE THROUGHOUT CONSTRUCTION. 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.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE THE TUBE AND SEDIMENT DEPOSITS, BRING THE
DISTURBED AREA TO GRADE AND STABILIZE.
CONCRETE WASHOUT
INSTALLATION REQUIREMENTS:
1. INSTALL PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2. PLACE SIGNAGE AT WASHOUT AREA AND ELSEWHERE AS
NECESSARY TO CLEARLY INDICATE LOCATION OF CONCRETE
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP
RIGS.
3. IF CONCRETE WASHING FACILITY NEEDS TO BE RELOCATED TO
ACCOMMODATE CONSTRUCTION OPERATIONS, OBTAIN APPROVAL
FROM CITY OF CARMEL PRIOR TO RELOCATING. IN NO CASE SHALL
IT BE LOCATED CLOSER THAN 50 FEET TO ANY STORM DRAIN, OPEN
DITCH, WATER BODY OR WETLAND.
MAINTENANCE:
1. INSPECT CONCRETE WASHOUT WITHIN 24 HOURS OF A RAIN EVENT
AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND
ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN
CAPACITY FOR WASTED CONCRETE.
3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE
DISTURBED AREA SHALL BE RESTORED AND FULLY STABILIZED.
PER CITY STORMWATER RVW 10/16/2020
11/06/20
DRIPLINE
DIMENSION
VARIES
EXISTING GRADE
DIRECT BURIED POST
TREE PROTECTION, 6'
HIGH PLASTIC
CONSTRUCTION FENCE
DRIP LINE150'EROSION CONTROL BLANKET:
NORTH AMERICAN GREEN SHALL BE S75BN
PLACED AS INDICATED ON THE PLANS.
STAPLES ON S75BN TO BE BIODEGRADABLE
PER MANUFACTURER'S RECOMMENDATIONS.
NOTE:
TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM
INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE
PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.
NOTE:
TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM
INLETS. INLET FILTER TO BE RECTANGLE IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE
PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.
ROUND INLET FILTER
RECTANGLE INLET FILTER
OVERFLOW FEATURE
GEOTEXTILE FILTER BAG
WITH REINFORCED
POLYESTER OUTER MESH
LIFT HANDLESGALVANIZED STEEL FRAME
STAINLESS STEEL
LOCKING BAND
(REAR CURB GUARD FLAP
INCLUDED FOR CURB
BOX INLET FILTERS)
GALVANIZED
STEEL FRAME
LIFT HANDLES
OVERFLOW FEATURE
GEOTEXTILE FILTER BAG
WITH REINFORCED
POLYESTER OUTER MESH
(REAR CURB GUARD FLAP
INCLUDED FOR CURB BOX
INLET FILTERS)
STAINLESS STEEL
LOCKING BAND
STORMWATER POLLUTION
PREVENTION DETAILS
11640
CD501
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
NOT TO SCALE
SILT FENCE 1 NOT TO SCALE
NPDES POSTING BOX 2 NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE3 NOT TO SCALE
TREE PROTECTION FENCE4
NOT TO SCALE
TEMPORARY SEED MIX & SCHEDULE 6 NOT TO SCALE
EROSION CONTROL BLANKET 7 NOT TO SCALE
CONCRETE WASHOUT8
NOT TO SCALE
INLET PROTECTION5
PER CITY STORMWATER RVW 10/16/2020
11/06/20
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
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
INSTALLATION AND MAINTENANCE REQUIREMENTS:
1. SECURE SEDIMENT CONTROL TUBE FIRMLY IN PLACE WITH STAKES. WHEN SEDIMENT CONTROL
TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE USED 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. MAINTAIN AND REPLACE DAMAGED OR DEGRADED SEDIMENT CONTROL TUBE THROUGHOUT
CONSTRUCTION. 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.
STORMWATER POLLUTION
PREVENTION DETAILS
11640
CD502
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
NOT TO SCALE
TEMPORARY SEDIMENT FOREBAY1
NOT TO SCALE
STONE CHECK DAM2
NOT TO SCALE
SEDIMENT CONTROL TUBE3
PER CITY STORMWATER RVW 09/21/2020
11/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
865
864
861.50
9059109019 0 2 905910905
91
0
900900
901900
900900900
8 99
901902
900
900901 902902 901901901
90190290
29029029039 03
903903903
90190 0
897
89 8
8 99
9 01
9 02
903904900901900
899
900
89
9
901
8
9
8
900898899900
899
9
01
900
89
9
9 00
9 01905
901
9
0
0
901901901
901
900
903
9 01 9029
0
1
9 01
900
900
898
903 9009 02 901900896897898899900 899900
89
8
899900902
900
8
9
8
89
9 90090190290 5
9 08
9059069 07
9 08
9099109099039 0 3902 903
911
9 12
9 13912909
904
9
03
899 900
OVERALL GRADING PLAN
11640
CG100
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
0' 160'80'40'
SCALE: 1" = 80'
1
CG404
WETLAND GRADING
PLAN ENLARGEMENT
1
CG402
PARKING GRADING
PLAN ENLARGEMENT
1
CG403
DETENTION POND
PLAN ENLARGEMENT
2
CG406
SOUTH PATH GRADING
PLAN ENLARGEMENT
1
CG406
SOUTH PATH GRADING
PLAN ENLARGEMENT
2
CG405
NORTH PATH GRADING
PLAN ENLARGEMENT
1
CG405
NORTH PATH GRADING
PLAN ENLARGEMENT
1
CG401
PLAYGROUND GRADING
PLAN ENLARGEMENT
1,2
CS111
CONNECTOR ROAD
PLAN AND PROFILE
1,2
CS113
CONNECTOR ROAD
PLAN AND PROFILE
1,2
CS112
CONNECTOR ROAD
PLAN AND PROFILE
2
CG404
WETLAND GRADING
PLAN ENLARGEMENT
PER CITY STORMWATER RVW 10/16/2020
11/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SURFACE DRAINAGE PATTERN
865
864
861.50
9059109019 02 905910 905
910
900900
9019 00
900900900
8 99
901902
900
900901 902902 9019019029
0
2 9029029039 0 3
903903903
9019 00
897
89 8
8 99
9 01
9 02
903904900901900
899
900
89
9
901
8
9
8
900898899900
899
9
0
1
900
89
9
9 00
9 01905
901
9
0
0
901901901
901
900
903
9 01 90290
1
9 01
900
900
898
903 9009 0 2 901900896897898899900 899900
8
9
8
899900902
900
8
9
8
899 90090190290 5
9 08
9059069 07
9 08
9099109099039 03902 903
911
9 12
9 13912909
904
9
0
3
899900
DRAINAGE PLAN
11640
CG100-A
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
0' 160'80'40'
SCALE: 1" = 80'
PER CITY STORMWATER RVW 10/16/2020
100-YR OVERFLOW ROUTE
100-YR BMP OR OVERLAND
FLOW AREA
PROPOSED BMP AND
DETENTION EASEMENT
AREA INCLUDED IN
EASEMENT FOR THE
GROVES, WEST
PARK PHASE 1
PROPOSED ACCESS
EASEMENT
Splash Pad Bioretention Area
Middle Cell
West Pond
Existing Pond
EXISTING SOUTH CELL
OVERLAND FLOW ROUTE
(FOR EVENTS IN EXCESS OF
100-YR EVENT) ELEV 899.2
South Cell (Existing Detention Area Controlled by Existing 12" Dia. Culvert)
EXISTING SOUTH CELL DISCHARGE VIA
EXISTING 12" DIAMETER CULVERT
11/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SURFACE DRAINAGE PATTERN
865
864
861.50
9059109019 02 905910 905
910
900900
9019 00
900900900
8 99
901902
900
900901 902902 9019019029
0
2 9029029039 0 3
903903903
9019 00
897
89 8
8 99
9 01
9 02
903904900901900
899
900
89
9
901
8
9
8
900898899900
899
9
01
900
89
9
9 00
9 01905
901
9
0
0
901901901
901
900
903
9 01 90290
1
9 01
900
900
898
903 9009 0 2 901900896897898899900 899900
8
9
8
899900902
900
8
9
8
899 90090190290 5
9 08
9059069 07
9 08
9099109099039 03902 903
911
9 12
9 13912909
904
9
0
3
899900
SURFACE DRAINAGE
PATTERN
11640
CG100-B
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
0' 160'80'40'
SCALE: 1" = 80'
11/06/20
co
co
D
co
co
D
D
co
co
DDD
900900900900901901901901901900 900901 901900901902 902900
900901
901901902
9 02
903 9039059109049 0 6
907
908 9099119129069079089059049109089059 10 9089
0
9
911910
908 909911
9069079089099059029039049069079 06
9 07
9 08
9089099 09
905
9
05
910
902
902
903
90
3
904
9
0
4906906
907907908
90
8
909909
9
1
1
91
2
9
1
3
914905
9 1 0
9019029039 04
906
90 7
9 08909911912913914912913914913
913
905
910
9
0
59109
06
9
0
7 908
9099 02
902
9 03
901.77 M.E.±
912.74
T/W 912.83
T/W 912.93
912.94
913.22
913.13
913.13
913.22
913.11
910.13
905.63
902.58
912.40912.70
912.70
T/W 912.48
T/W 912.65
T/W 913.13
907.39
902.21
902.25
902.25
902.25
902.25
902.25
902.25
902.25
901.95
901.99
902.08
902.08
902.07
902.09
901.80
902.02
902.46
902.47
902.62
T/C 901.05
T/C 901.23
T/W 913.67
T/W 914.00
T/W 914.00
T/W 912.67
T/W 912.50
T/W 912.30
T/W 912.30
T/W 910.50
T/W 909.49
T/W 904.12
T/W 907.06
B/W 904.12
B/W 904.41
B/W 904.24
B/W 903.67
B/W 903.36
B/W 903.19
B/W 903.05
B/W 902.86
B/W 902.86
B/W 902.69
B/W 902.91
B/W 913.07
B/W 903.35
B/W 903.57
B/W 903.84
T/W 912.66
903.38
912.70912.70
907.58
902.38
902.45
903.28
903.24
903.31
902.89
902.76
902.48
902.33
902.35
902.30
903.04
902.01
901.98
901.99
901.85
902.26
903.21
903.07
902.95
902.99
902.65
902.72
903.12
903.19
903.12
903.07
902.64
902.62
902.81
903.14
903.17
902.93
903.18
903.29
903.19
903.11
903.17
903.15
902.19
902.44
904.95
904.85
905.58
905.69
906.44
906.31
907.18
907.04
907.87
907.79
908.34
908.27
909.16
909.07
909.98
909.90
910.80
910.75
911.63
911.56
912.38
912.30
911.67
903.91
904.19
904.29
904.24
904.22
904.17
911.34
910.57
910.48
909.81
909.73
909.06
909.05
908.37
908.31
907.58
907.70
907.76
907.83
908.24
908.29
908.80908.81
909.38
909.30
909.91
909.82
910.36
910.42
911.02
911.11
911.12
911.21
911.84
911.79
912.16
912.28
912.30
912.40
913.27
913.37
914.07
914.36
914.27
914.02
914.14
914.26
914.11
914.16
914.31
914.19
914.40
914.25
913.73 913.62
913.29
913.23
913.30
913.38
914.15
913.25
913.25 912.42
912.51
912.60
912.41
912.37
912.51
912.73
912.93
913.10
913.21
913.07
913.13
901.24 M.E.±
900.85 M.E.±
901.07 M.E.±
T/C 902.27
T/C 901.94
T/C 901.64
T/C 901.70
T/C 901.68
T/C 901.72
T/C 901.66
T/C 901.65
901.84
901.81
901.87
902.12
902.20
901.94
903.06
903.29
903.36
902.43
902.56
902.34
902.10
903.51
903.45
903.23
co
co
D
co
co
D
D
co
co
DDD
907.92
907.84
HP 903.95
HP 903.80
LP 901.67
901.90
901.75
901
901
905
903
904
902
905903
904906902902.10
902.10
902.27
902.21
902.19
902.06
902.25902.15
902.08
901.99
901.79
901.96 902.00
901.82
901.93
901.68
901.74
901.84
901.90
902.25
902.25
902.25
902.25
902.25
902.25
902.25
902.18
902.25 902.18
904.50
904.39
904.21
904.20
904.08
T/C 904.69
T/C 904.58
T/C 904.31
902.03
902.07
902.07
901.84
902.01
902.01
902.08
902.13
902.14
902.14
902.14
902.17
902.21
902.54
902.65
912.25
907.70
907.60
907.97
907.88
912.56
912.56912.54
912.60 912.79
912.90
913.16 913.25
913.20
913.13
902.75
902.69
913.34
913.25913.17
913.27
913.68 913.56
912.77
912.72
901.59
901.94
906
907908
899.50899.50
899.50
899.50
899.50
899.50
902
9
0
4 9109089099119 12
9
1
2
913
902
902
901.26
901.50
EMERGENCY SPILLWAY
SAND FILTER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
co
co
co
90090190190
0
901
900901902902
9 10
906
907
9 08909911912913
905
910
913.13
913.13
913.11
910.13
905.63
902.58
T/W 913.13
902.21
902.25
902.25
902.25902.25
902.08
902.08
902.07
902.09
T/W 913.67
T/W 914.00
T/W 914.00
T/W 912.67
T/W 912.50
B/W 902.86
B/W 902.86
B/W 902.69
B/W 902.91
B/W 913.07
902.76
902.48
902.33
902.35
902.30
901.99
901.28 901.07
901.92
902.46
902.65
902.72
902.64
902.62
902.81
902.19
902.44
913.10
913.07
913.13
co
co
co
902.06
902.25
902.25
902.25
902.25
902.25
902.25
902.25
902.25
902.18
902.25 902.18
902.03
901.84
902.01
902.01
902.08
902.13
902.14
902.14
902.14
902.17
902.21
902.54
902.65
913.20
913.13
902.75
902.69
913.25913.17
913.27
901.59
901.94
902
913
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
PLAYGROUND GRADING
PLAN ENLARGEMENT
11640
CG401
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
SCALE: 1" = 20'-0"
ADD ALTERNATE #2: PRAIRIE PLAY ADDITIONS1
KEYED NOTES
THE CONCRETE PAD BELOW THE PAVILION SHALL HAVE A
SLIGHT SLOPE. CONTRACTOR SHALL STAKE GRADES FOR
APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION.
A
A
11/06/20
900
900
900899
9
0
0 898899
901901
9
0
1
898
8988
99
8999
0
1
9 01
9 0 2
903905 9049 06
907 9109089059019 0 2902
899
900.98 M.E.±
902.81 M.E.±
901.80
902.02
902.46
902.00
902.75
902.70
T/C 902.90
G/C 902.06
901.92
902.53
902.33
902.18
T/C 901.05
T/C 901.23
T/C 901.80
T/C 901.59
T/C 902.21
T/C 901.12
T/C 901.51
T/C 900.53
T/C 901.2926+002 7 +00901.43
901.39
901.97
902.66
T/C 902.81
T/C 902.74
902.59
902.55
T/C 902.70
903.24
903.31
903.21
903.12
903.17
903.15
904.95
904.85
905.58
905.69
906.44
906.31
907.18
907.04
G/C 902.09
T/C 902.37
T/C 901.99
T/C 901.98
T/C 901.61
T/C 901.15
T/C 900.93
T/C 900.96
T/C 900.20
T/C 900.74
T/C 900.85
T/C 900.70
900.43
901.89
901.24
901.63
901.20
901.11
G/C 900.42
G/C 900.35
899.82 M.E.±
900.50 M.E.±
901.24 M.E.±
900.85 M.E.±
901.33 M.E.±
901.07 M.E.±
T/C 902.65
T/C 902.59
T/C 902.61 T/C 902.46
T/C 902.27
T/C 901.94
T/C 901.64
T/C 901.70
T/C 901.68
T/C 901.72
T/C 901.66
T/C 901.65
901.74
901.82
901.81
901.88
901.79
901.84
901.81
901.87
902.12
902.52
901.34
901.62
901.21
901.97
902.69
902.53
902.75
902.60
902.54
902.69
900.85
A 902902.42
901.94
901.93
901.80
901.90 T/C 902.57
G/C 902.07
T/C 902.55
G/C 902.05
G/C 900.54
G/C 900.55
T/C 900.87
T/C 901.04
901.13
900.50
900.91 M.E.±
900.80 M.E.±
T/C 901.29
T/C 901.55
901.38
901.03
900.97
900.94
900.87
900.29
901.11
900.36
901.14
901.23
901.33
901.31
G/C 901.30
902.10
902.00
901.93
901.90
905903904906 9079029029 01
9029019 06
907
900
9019029
0
4901
902
902
901.26
901.50
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
PARKING GRADING PLAN
ENLARGEMENT
11640
CG402
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
KEYED NOTES
CURB HEIGHT SHALL EXCEED 6" TO ACCOMMODATE EXISTING
GRADES AT BACK OF CURB. CONTRACTOR SHALL FIELD FIT
CURB HEIGHT IN THIS LOCATION TO MINIMIZE IMPACT TO
EXISTING TREES AND LANDSCAPE.
A
11/06/20
D
900
900
900899
9
00 898899
9
0
0
900
901901901901
9
0
1
900
89
8
899
900
9009 00900
900
901
9019029029008968968
97
897
8
98
898
8
9
8
898899
8999019
0
0
9
0
0
8
9
6
8
9
7
898
8
99
89
9896897898898898899899899
900
898
899
901
9
0
1
9 01
899
T/C 901.12
T/C 901.51
T/C 900.53
T/C 901.2926+002 7 +00
2 8+0 0
29+0030+00T/C 901.61
T/C 901.15
T/C 900.93
T/C 900.96
T/C 900.20
T/C 900.74
T/C 900.85
T/C 900.70
900.43
G/C 900.42
G/C 900.35
899.82 M.E.±
900.50 M.E.±
901.62
D
A
G/C 900.54
G/C 900.55
T/C 900.87
T/C 901.04
901.13
900.50
900.91 M.E.±
900.80 M.E.±
901.38900.29
900.36 9029028
9
8900 901902EMERGENCY SPILLWAY
WEST POND
4
CU502
1
CG403
2
CG403
899.28
899.10
898.55
898.40
898.72
1.1%2.5%
1.1%
1.2
%
899.31
898.61
898.41
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
CENTER LINENOTES:
1. SEE GRADING PLAN CG403
(THIS SHEET) FOR EXACT
SIDE SLOPES AND GRADES
AT DIFFERENT LOCATIONS
THROUGHOUT .
BOTTOM ELEVATION 896
100 YEAR STORM
ELEVATION 899.4
TOP OF CURB
ELEVATION 901.8
TOP OF BERM
ELEV. 900.0
ROADWAY
8'
TOP OF BERM
SLOPE VARI
E
S
6:1 MI
N
4:1 MAX
SL OPE VARI ES
6 :1 MI N
4:1 MA X
CENTER LINE3.5:1 SLO
P
E
3:1 SLOPE
NOTES:
1. SEE GRADING PLAN CG403 (THIS
SHEET) FOR EXACT SIDE SLOPES
AND GRADES AT DIFFERENT
LOCATIONS THROUGHOUT.
BOTTOM ELEVATION 898.5
100 YEAR STORM
ELEVATION 899.40
TOP OF CURB
ELEVATION 901
BERM ELEV.
900
ROADWAY
10'
TOP OF BERM
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
DETENTION POND PLAN
ENLARGEMENT
11640
CG403
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
SCALE: NTS
WEST POND CROSS SECTION1
SCALE: NTS
WEST POND CROSS SECTION2
PER CITY STORMWATER RVW 09/21/2020
11/06/20
D
co
co
Dco
coD w
D
D
902 900901900900900900900900899901 901900899901
9
0
0
9 00
89
9899
901
9 0 0
8 99901
9 01 9019 02
9 02
9 03
9 0 3
9 00
8999
0
1
9009 00
905901902903904900905905901 902902903903904
904
900 898899 899899901
902898899900899901902903904 901900899901902903904 9009009009009019019019019
0
1901900
900901902 902900
900901
901901902901.77 M.E.±
902.21
902.25
902.25
902.25
902.25
902.25
902.25
901.95
901.99
902.07
902.09
901.80
902.02
901.92
T/C 901.59
902.38
902.45
902.01
901.98
901.99
901.89
901.63
T/C 901.68
T/C 901.72
T/C 901.66
T/C 901.65
901.74
901.82
901.81
901.88
901.79
901.84
901.34
D
co
co
Dco
coD w
D
D
901.31
902.10
902.10
902.27
902.21
902.19
902.06
902.25
902.15
902.08
901.99
901.79
901.96 902.00
901.82
901.93
901.68
901.74
901.84
901.90
902.25
902.25
902.25
902.25
902.25
902.18
902.25 902.18
902.03
902.07
902.07
901.84
902.01
902.08
902.13
902.14
901.94
905 904
899.50899.50
899.50
899.50
899.50
899.50
898.46
898.35
898.21
898.27
898.09
897.88897.75
897.68897.59
897.51
897.44
897.35
897.28
897.16
EMERGENCY SPILLWAY
SPLASH PAD BIORETENTION AREA
4
CU502
EMERGENCY SPILLWAY
WETLAND
4
CU502
899.50
4
CG404
3
CG404
CONNECTING SPILLWAY 4
CU502
901.40
900.25
900.25
900.25
900.25
900.25
901.30
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
9 00
897
8 9 8
8 99
9 01
NOTES:
1. SEE GRADING PLAN CG404 (THIS
SHEET) FOR EXACT SIDE SLOPES
AND GRADES AT DIFFERENT
LOCATIONS THROUGHOUT .
100 YEAR STORM
ELEVATION 900.5ELEV 900
ELEV 900
TOP OF BERM
ELEVATION 901
8:1 SLOPE
8:1 SLOPE
2
CU502
SAND FILTER
SECTION
ELEV 901ELEV 902
3
CU502
2 FT CENTER LINESLOPE
VARIES SLOPE
VARIES
NOTES:
1. SEE GRADING PLAN CG404 (THIS
SHEET) FOR EXACT SIDE SLOPES
AND GRADES AT DIFFERENT
LOCATIONS THROUGHOUT .
BOTTOM
ELEVATION 898.03
100 YEAR STORM
ELEVATION 900.5
ELEV. 902
2
CU502
CHANNEL
SECTION
TOP OF BERM
ELEVATION 900
2 FT2 FT
2:1 SLOPE 2:1 SLOPE ELEV 899
ELEV 900
ELEV 899
ELEV 900
TOP OF BERM
ELEVATION 901
4:1 SLOPE
4:1 SLOPEELEV 899.03ELEV 899.03
BIOSWALE
ELEV 901
4:1 SLOPE
8.5:1 SLOPE
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
WETLAND GRADING PLAN
ENLARGEMENT
11640
CG404
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
SCALE: 1" = 20'
SOUTH WETLAND GRADING PLAN ENLARGEMENT2SCALE: 1" = 20'
NORTH WETLAND GRADING PLAN ENLARGEMENT1
SCALE: NA
SPLASHPAD BIORETENTION AREA, CROSS SECTION3
SCALE: NA
DETENTION AREA CROSS SECTION4
N
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020
11/06/20
903903
901.28 M.E.±
901.92 M.E.±
902.86
902.86
902.45
902.30
902.66
902.35
901.84
901.69
902.10
HP 903.79
HP 903.63
903.35
903.50
902.45
902.30
902.25
902.41
902.50
903.11
903.26 9029 03
902.09
902.24
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
903
901.93 M.E.±
902.60
902.60
902.75
902.77
902.57
902.92
902.78
903.00 M.E.±
902.92
902.98
902.94
902.89
902.64
902.47
902.32
902.48
902.62
902.61
902.77
902.25
902.10
902.50
902.93
902.78
902.64
902.79
902.99
902.77
902.32
902.30
90 3
902901LP 900.65
901902901902902903SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
NORTH PATH GRADING PLAN
ENLARGEMENT
11640
CG405
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
SCALE: 1" = 20'
NORTHEAST PATH GRADING PLAN ENLARGEMENT2SCALE: 1" = 20'
NORTHWEST PATH GRADING PLAN ENLARGEMENT 1
11/06/20
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
SAND FILTER / BIOSWALE SOIL MIX
1. REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND
PROFILE
900
900 8978
9
8
899
89
9
901
898899899.34 M.E.±
897.54 M.E.±
897.47 M.E.±
898.96
899.11
897.74
897.56
897.56
897.77
899.22
899.07
899.30
899.13
899.17
899.02899.28
899.14
897.77
897.59
898.56
898.38
900900899 899
900 899
898.83 M.E.±
33+00
900.58
900.43899.60
899.26
900.58
898.89
900.43
900.14
899.99 899.51
899.36 899.04
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SOUTH PATH GRADING PLAN
ENLARGEMENT
11640
CG406
SHEET NOTES
LEGEND
N
0' 40'20'10'
SCALE: 1" = 20'
SCALE: 1" = 20'
SOUTHWEST PATH GRADING PLAN ENLARGEMENT1
SCALE: 1" = 20'
SOUTHEAST PATH GRADING PLAN ENLARGEMENT2
11/06/20
D
A
C
10'-0"10'-0"R75'
R5'
T
Y
P
8'-0"
±7'-11" MAT
C
H
EXISTING
45'-0"
8
'-
0
"
D
co
D
co
co
D
D
D
wDD
B
B8'-0"GRAVEL
TRAIL, SEE
NOTE #4 THIS
SHEET
F
GRAVEL
TRAIL, SEE
NOTE #4 THIS
SHEET
R
5'
-
0
"
T
YP R5'-0"R84'-0"R5'-0"TYP10'-0"±8'-1" MATCH EXISTINGR75'-0"
2 1'-0"
2
3
'-0
"
25'-0
"
25'-0"
6'-0
"
R10'
-0"
T
Y
P
R 2'-6" TY
P
R 5'-0"
TYP
1
0'-0
"
H
I
J
W. 116TH STREET
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
LAYOUT AND MATERIALS
PLAN
0' 80'40'20'
SCALE: 1" = 40'
11640
CS101
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
MATCHLINE CS102MATCHLINE CS103
PRAIRIE MAZE TO REMAIN
REPAIR CRUSHED STONE WALKS IN PRAIRIE MAZE AFTER UTILITY
INSTALLATION. MATCH EXISTING PATH SECTION AND MATERIAL.
OUTDOOR CLASSROOM: PATCH PAVEMENT AREAS FROM REMOVAL
OF SPLASH PAD EQUIPMENT. USE UNIT PAVERS SALVAGED FROM
RESTROOM PLAZA DEMOLITION. TO MATCH SUBTLE COLOR
PATTERN OF EXISTING PAVEMENT. SEE SHEET CD106 - SITE
PREPARATION PLAN.
MILL AND OVERLAY ASPHALT PAVEMENT, TYP.
SAWCUT PAVEMENT TO NEAREST CONTROL JOINT
(6) BIKE RACKS SUPPLIED AND INSTALLED BY OWNER
DETECTABLE WARNING PLATE
ENTRY SIGN, SEE 1/CS503
TRENCH DRAIN, SEE 3/CS505
TRENCH DRAIN TERMINUS, SEE 3/CS501
A
B
C
D
E
E
E
G
F
G
H
I
J
G
11/06/20
10'-0"10'-0"±9'-10"
MAT
C
H
EXISTING
±9'-6" MA
T
C
H
E
X
I
STIN
G 21'-0"R 12'-0"R24'
-0
"
C
A
C
A
B
R29'-6"R43'-6"
±10'-0" MATCH EXISTING 173°6'17 3°6'17 3 °6 'WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
LAYOUT AND MATERIALS
PLAN
11640
CS102
SHEET NOTESN
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
MATCHLINE CS101 MATCHLINECS1030' 80'40'20'
SCALE: 1" = 40'
EXISTING DETENTION POND
WOODEN GUARDRAIL, SEE 1/CS501
BOARDWALK PLAN, SEE 4/CS501 - SITE DETAILS
HEADWALL, SEE SHEETS CS510 & CS511
A
B
C
LEGEND
11/06/20
10'-0"R2
6
5
'
co
co
D
co
D
w
co
co
D
D
co
co
DD
D
R
1
0
'-0"
T
Y
P
10'-0"10'-0"R1
6
0
'
-
0
"R315'-0"±9'-10" MATCH E
X
I
STI NG
R5'-
0" T
Y
P
10'-0"8'-0"8'-0"
1
0
'-0
"
10'-0"±10'-1" MATCH EXISTING
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
LAYOUT AND MATERIALS
PLAN
11640
CS103
SHEET NOTESN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
MATCHLINE CS102MATCHLINE CS101
1
CS401
CORE AREA LAYOUT &
MATERIALS PLAN
ENLARGEMENT
0' 80'40'20'
SCALE: 1" = 40'
LEGEND
11/06/20
5
CU502
90 1
9 0 2
90390421+
0
0
22+00 23+0024+00PC: 21+43.87
PC: 22+76.45
PT: 22+64.28
L =1 2 0 .4 1
R =1 5 6 .0 0Δ=0 4 4 .22
N37° 35' 42.97"E
143.87'
N81° 49' 06.74"E
12.18'
L=216.14
R =36 1.43
Δ=034.26
STA: 20+79.17
OFF: 16.25'
ELEV: 903.98
STA: 20+70.28
OFF: 17.43'
ELEV: 904.04
STA: 20+71.48
OFF: -17.52'
ELEV: 904.40
STA: 20+82.65
OFF: -16.35'
ELEV: 904.40
END TRANSITION CURB
START REJECT CURB
STA: 20+62.41
OFF: -18.47'
ELEV: 904.41
MATCH EXIS.
START ACCEPT CURB
STA: 20+34.68+/-
OFF: -50.74' +/-
ELEV: 904.35+/-
MATCH EXIS
START ACCEPT CURB
STA: 20+36.17+/-
OFF: 33.57' +/-
ELEV: 904.33+/-
STA: 20+62.36
OFF: 18.47'
ELEV: 904.23
STA: 21+25.00
OFF: 10.22'
ELEV: 903.65
STA: 21+60.21
OFF: -9.00'
ELEV: 903.67
9'
9'
904.52
904.00
903.78
903.41
903.26
902.90
902.64
903.00
902.74
902.38
902.11
902.47
902.35
901.87 901.61
901.97
901.71
901.35 901.10
901.46
900.84
901.20
900.32
900.68
900.66
900.76900.95
901.12
900.97
901.20901.33
901.18
901.40
901.55
901.67
901.52
901.48
901.63901.41
901.25
900.89
901.02
900.85
900.95
901.00
901.04
901.01
902.69
902.85
901.98
901.83
903.31 903.15
904.63 M.E.±
901.95 M.E.±
904.61 M.E.±
904.67 M.E.±
904.17 M.E.±
900.35 M.E.±
B/W 902.96
897.17
B/W 903.00
897.29
B/W 902.97
B/W 902.97
B/W 897.40
B/W 897.40
B/W 897.60
B/W 897.60
904.15
904.19
904.22
904.36
904.59
901.04
900.25 M.E.±
9 00
898
8 99
9 01
9 02
900898901902903904897
90 2
9 03904 900
901
902
900898899901902903 9008988999019029 00
8 99
9 01
9 02
903
9049 00899
STA: 20+00.00
N:1,715,515.83
E: 175,145.13
END ACCEPT CURB
START TRANSITION CURB
STA: 20+42.14
OFF: -29.10'
ELEV: 904.62
904.38
904.60
904.68
905
905
STA: 21+00.00
OFF: 13.51'
ELEV: 903.83899STA: 21+25.00
OFF: -11.89'
ELEV: 904.09
STA: 21+00.00
OFF: -14.52'
ELEV: 904.40
904.23
904.27
904.19
904.17
904.08
904.10
904.14
904.45
904.40
903.95
STA: 21+43.87
OFF: 9.00'
ELEV: 903.48
STA: 21+43.87
OFF: -9.91'
ELEV: 903.86
901.14
901.19
PI
N:1,715,680.05
E: 175,271.57
PI
N:1,715,706.65
E: 175,456.63
902.60
902.24
903
903.52
903.16
900.94
900.58
897.62
897.40
STA: 20+44.00
ELEV: 904.72 M.E.+/-
STA: 25+00.64
ELEV: 899.85
LT SIDE OF ISLAND: ACCEPT CURB
RT SIDE OF ISLAND: REJECT CURB
LT SIDE OF ISLAND: ACCEPT CURB
RT SIDE OF ISLAND: REJECT CURB
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
1. REFER TO SHEETS CS114-CS116 FOR ROAD TYPICAL SECTIONS
ELEVATIONSTATION
894
895
900
905
910
915
894
895
900
905
910
915
EGFG20+00 906.3920+50 904.65904.6121+00 904.11901.7421+50 903.59900.7022+00 903.08897.1322+50 902.56898.9723+00 902.05899.4423+50 901.53899.5624+00 901.02900.1724+50900.50900.21-1.03%
54.78' TRANS. EXIS. TO SLOPE RT
SLOPE RT
STA: 20+71.99
ELEV: 904.19
STA: 20+85.02
ELEV: 904.19
STA: 20+98.87
ELEV: 904.12
STA: 20+49.50
ELEV: 904.66
FINAL GRADE
EXISTING GRADE
MEDIAN
ISLANDS
START STA: 20+44.00
ELEV: 904.72+/- (MATCH EXIS.)
PROP 38" x 60" ELLIPTICAL STORM
CONNECTOR ROAD PLAN
AND PROFILE
11640
CS111
SHEET NOTES
LEGEND
N
KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
SCALE: 1" = 20'
CONNECTOR ROAD PLAN (STA 20+00 - 24+50)1
SCALE: HORIZ. 1" = 20' | VERT. 1" = 5'
CONNECTOR ROAD PROFILE (STA 20+00 - 24+50)2 MATCHLINE CS112PER CITY STORMWATER RVW 09/21/2020
11/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
1. REFER TO SHEETS CS114-CS116 FOR ROAD TYPICAL SECTIONS
9019 00
9
0
1
9
01
9 01
901
2
4
+
0
0 25+0026+00 27+0028+00PC: 25+59.65
PC: 28+31.00PT: 24+92.59 PT: 27+68.68L=209.03
R=289.00
Δ=041.44
S22° 28' 36.5
2
"
E
62.32'
STA: 28+03.27
OFF: -9.00'
ELEV: 901.64
STA: 27+60.97
OFF: -22.26'
ELEV: 901.16
STA: 27+27.14
OFF: -28.90'
ELEV: 900.21
STA: 27+19.90
OFF: -9.00'
ELEV: 900.85
STA: 27+71.08
OFF: 8.97'
ELEV: 901.28
STA: 25+61.16
OFF: -20.36'
ELEV: 901.40
STA: 25+82.00
OFF: -18.78'
ELEV: 901.14
STA: 25+92.65
OFF: -9.00'
ELEV: 901.01
STA: 26+07.89
OFF: -9.00'
ELEV: 901.14
STA: 26+18.25
OFF: -23.34'
ELEV: 900.72 STA: 26+42.59
OFF: -15.74'
ELEV: 900.88
STA: 26+52.45
OFF: -9.00'
ELEV: 901.05
STA: 24+98.57
OFF: -9.00'
ELEV: 900.22
900.84
901.20
900.32
900.68
900.66
900.76
900.95
901.12
900.97
900.55
900.70
900.82
901.12
901.27
901.04
900.93
901.01
900.91
900.97
901.02
901.15
900.95
900.71
900.81
901.03
900.90
901.00
900.88
900.42
900.06
900.20
899.84
900.04
900.40
901.08
900.72 900.72
901.08 900.81
900.45
900.93
900.55
900.96
901.56
901.32
901.22
901.26
900.20
900.17
900.20
900.10
900.09
900.05 900.03
900.11
900.11 899.99
900.25 M.E.±
900.29 M.E.±900.01 M.E.±
900.82 M.E.±
900.96
900.96
900.67
900.67
900
897
898
899
901
8 96897898
899
9 00898899
901
899
901
902901
9019 00
9 00
900
8 9 9
899 901902900
901
HIGH POINT
STA: 26+24.70
OFF: -9.00'
ELEV: 901.19
SPILLWAY
3FT WIDTH
STA: 26+95.21
OFF: 9.00'
ELEV: 900.37
HIGH POINT
STA: 27+97.04
ELEV: 901.60
PI
N:1,715,580.13
E: 175,715.11
900.18
900.73
900.83
901.78
901.42
900.26
899.90
900.95
901.12
900.70
900.70
900.94
900.58
898.33
899.23
900.53
900.17
901
900.40 901901900.67
900.46900
TRANSITION LT CURB
FROM REJECT TO ACCEPT
FROM STA 27+96.79 TO STA 28+25.87
STA: 25+00.64
OFF: 8.95'
ELEV: 899.85 SPILLWAY
7 FT WIDTH
STA: 25+15.00
OFF: 9.00'
ELEV: 899.82
ELEVATIONSTATION
894
895
900
905
910
915
894
895
900
905
910
915
EGFG24+50 900.50900.2125+00 900.03900.4025+50 900.22900.1326+00 900.90900.7726+50 900.90899.9227+00 900.55897.5027+50 901.14899.2228+00 901.60899.0828+35901.32898.71PVI STA: 26+19.98
PVI ELEV: 901.25'
K: 28.26
LVC: 75.0'BVCS: 25+82.48BVCE: 900.69'EVCS: 26+57.48EVCE: 900.82'PVI STA: 27+88.37
PVI ELEV: 901.87'
K: 24.35
LVC: 75.0'BVCS: 27+50.87BVCE: 901.16'EVCS: 28+25.87EVCE: 901.43'1.49%-1.16%1.90%
PVI STA: 25+20.79
PVI ELEV: 899.77'
K: 29.70
LVC: 75.0'BVCS: 24+83.29BVCE: 900.16'EVCS: 25+58.29EVCE: 900.33'PVI STA: 27+04.24
PVI ELEV: 900.28'
K: 24.54
LVC: 75.0'BVCS: 26+66.74BVCE: 900.71'EVCS: 27+41.74EVCE: 900.99'LOW PT
STA: 25+13.90
ELEV: 900.00
HIGH PT
STA: 26+24.70
ELEV: 901.01
LOW PT
STA: 26+95.21
ELEV: 900.55
HIGH PT
STA: 27+97.04
ELEV: 901.60
SLOPE RT
TRANS. SLOPE RT TO CROWN
STA: 27+96.79
FINAL GRADE
EXISTING GRADEEXIS 12" STORM
PROP 12" STORM
CONNECTOR ROAD PLAN
AND PROFILE
11640
CS112
SHEET NOTES
LEGENDNKEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1" = 20'
CONNECTOR ROAD PLAN (STA 24+50 - 28+35)1
SCALE: HORIZ. 1" = 20' | VERT. 1" = 5'
CONNECTOR ROAD PLAN (STA 24+50 - 28+35)2 MATCHLINEC
S
1
1
1
MA TCHLINECS11311/06/20
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF CONSTRUCTION
DRAINAGE SLOPE
DRAINAGE SWALE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
APPROX. SPOT ELEVATION: MATCH
EXISTING GRADE
HIGH POINT ELEVATION
LOW POINT ELEVATION
STRUCTURE RIM ELEVATION
TOP OF CURB ELEVATION
GUTTER OF CURB ELEVATION
EDGE OF PAVEMENT ELEVATION
TOP OF SWALE ELEVATION
BOTTOM OF SWALE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
861.50
861.50 M.E.
865
864
2.5%
861.50
HP 861.50
LP 861.50
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
864
865
T/S 861.50
T/C 861.50
E/P 861.50
RIM 861.50
B/W 861.50
T/W 861.50
G/C 861.50
B/S 861.50
1. REFER TO SHEETS CS114-CS116 FOR ROAD TYPICAL SECTIONS
D900901 9009 009 01 90133+382
9+
0
0
30+0
0 31+0
0 32+0033+00PC: 28+31.00PC: 30+06.09
PT: 29+56.
41 PT: 31+79.76L =125 .41R =188 .50Δ =038.12S60° 35' 49.94"E49.68'L =1 7 3 .6 7
R =16 6 .5 0Δ =0 5 9 .7 6
START WIDENING RT
STA: 29+35.47
OFF: 9.00'
ELEV: 899.96
9'-0"
9'-0"
STA: 31+89.88
OFF: -11.22' +/-M.E.
ELEV: 899.37 +/-M.E.
STA: 31+89.66
OFF: 30.00' +/- M.E.
ELEV: 899.04 +/- M.E.
STA: 31+89.66
OFF: 11.00' +/- M.E.
ELEV: 899.42 +/-M.E.
STA: 31+89.79
OFF: -2.00' +/- M.E.
ELEV: 899.59 +/-M.E.
STA: 29+68.80
OFF: 11.67'
ELEV: 899.84
STA: 29+64.84
OFF: -8.73'
ELEV: 899.88
SPILLWAY
5 FT WIDTH
STA: 29+56.46
OFF: -9.00'
ELEV: 899.86
STA: 29+87.87
OFF: 13.82'
ELEV: 899.98
STA: 30+13.18
OFF: -9.13'
ELEV: 900.56
901.26
900.96
900.96
900.67
900.67
900.37
900.37
900.07
900.07
898.84 M.E.±
898.88 M.E.±
899.43
899.61
898.55
898.61
897.38 M.E.±
900 900897898898899 899901 901
902 9029008988999 00
9 01
9008978
9
8899
9 0 0
8 968 97898899
90 1
SPILLWAY
5FT WIDTH
STA: 29+59.39
OFF: 10.65'
ELEV: 899.83
HIGH POINT
STA: 30+67.78
OFF: 0.00'
ELEV: 901.40
PI
N:1,715,361.34
E: 175,805.63
PI
N:1,715,258.01
E: 175,989.00
897.89
897.86
898.28 898.13
899.25
899.10
900.32
898.76
898.73
899.75
899.58
898.85
898.70
STA: 29+75.59
OFF: -9.00'
ELEV: 899.94
START WIDENING LT
STA: 30+06.09
OFF: -9.00'
ELEV: 900.41
STA: 30+25.00
OFF: -9.43'
ELEV: 900.80
STA: 30+50.00
OFF: -10.02'
ELEV: 901.13
STA: 30+67.78
OFF: -10.39'
ELEV: 901.19
STA: 30+75.00
OFF: -10.52'
ELEV: 901.17
STA: 31+00.00
OFF: -10.93'
ELEV: 900.95
STA: 31+25.00
OFF: -11.23'
ELEV: 900.45
STA: 31+50.00
OFF: -11.43'
ELEV: 899.94
STA: 31+79.76
OFF: -12.96'
ELEV: 899.51
STA: 31+79.59
OFF: 30.22'
ELEV: 899.17
STA: 31+50.00
OFF: 30.78'
ELEV: 899.55
STA: 31+25.00
OFF: 30.34'
ELEV: 900.07
STA: 31+00.00
OFF: 29.06'
ELEV: 900.58
STA: 30+75.00
OFF: 26.94'
ELEV: 900.85
STA: 30+50.00
OFF: 23.98'
ELEV: 900.85
STA: 30+25.00
OFF: 20.20'
ELEV: 900.59
STA: 30+06.09
OFF: 16.79'
ELEV: 900.25
STA: 29+74.94
OFF: 12.36'
ELEV: 899.87
898.34
898.30
899900899900
899
900.42
900.29
899.26 ELEVATION894
895
900
905
910
915
894
895
900
905
910
915
EGFG28+35 901.32898.7128+50 901.14898.5429+00 900.55898.3129+50 900.05898.3930+00 900.46899.2830+50 901.33899.9031+00 901.17900.0331+50 900.17899.9632+00899.58GRADE BREAK STA = 31+44.15ELEV = 900.24END STA = 31+89.78
ELEV = 899.64 +/- (MATCH EXIS)
-2.27%-1.32%
-1.18%2.17%
PVI STA: 30+68.91
PVI ELEV: 901.95'
K: 22.56
LVC: 100.0'BVCS: 30+18.91BVCE: 900.87'EVCS: 31+18.91EVCE: 900.82'PVI STA: 29+67.45
PVI ELEV: 899.75'
K: 22.39
LVC: 75.0'BVCS: 29+29.95BVCE: 900.20'EVCS: 30+04.95EVCE: 900.56'LOW PT
STA: 29+56.46
ELEV: 900.04
HIGH PT
STA: 30+67.78
ELEV: 901.40
CROWNED
FINAL GRADE
EXISTING GRADE
PROP 15" STORM
EXIS 12" STORM
CONNECTOR ROAD PLAN
AND PROFILE
11640
CS113
SHEET NOTES
LEGENDNKEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1" = 20'
CONNECTOR ROAD PLAN (STA 28+35 - 31+89)1
SCALE: HORIZ. 1" = 20' | VERT. 1" = 5'
CONNECTOR ROAD PLAN (STA 28+35 - 31+89)2MATCHLINE CS112WEST 116TH STRET11/06/20
~2%
VARIES ~2%
VARIES
VARIES (9'-0" MIN.) VARIES (9'-0" MIN.)VARIES 2.00'2.00' 2.00'2.00'
NOTE: CURB MATCHES INTO EXISTING GRADE AT STA
20+36.24 AND TRANSITIONS TO 2% CROSS SLOPE FROM
START OF PROJECT TO STA 20+49.93.
℄
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
MEDIAN, CONCRETE
PAVEMENT 8/CS500
2%2%
VARIES (9'-0" MIN.)* VARIES (9'-0" MIN.)* 2.00'2.00'
*NOTE: ROADWAY LANE WIDTH TAPERS FROM
14.5' AT STA 21+00.37 TO 10.5' AT STA 21+38.10.
℄
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
2%2%
VARIES (9'-0" MIN.)* VARIES (9'-0" MIN.)* 2.00'2.00'
℄
*NOTE: ROADWAY LANE WIDTH TAPERS FROM
10.5' AT STA 21+38.10 TO 9' AT STA 21+60.21.
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
HEADWALL ELEVATIONS 1/CS511
WOODEN GUARDRAIL 1/CS501
SEE LAYOUT PLAN FOR LOCATION
ROAD TYPICAL SECTIONS
11640
CS114
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 20+36.24 TO STA. 21+00.371
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 21+00.37 TO STA. 21+38.102
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 21+38.10 TO STA. 21+77.903
11/06/20
2%2%
9.00' 9.00' 2.00'2.00'
℄
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
HEADWALL ELEVATIONS 1/CS511
WOODEN GUARDRAIL 1/CS501
SEE LAYOUT PLAN FOR LOCATION
2%2%
9.00' 9.00' 2.00'2.00'
℄
*NOTE: ROADWAY LANE WIDTH TAPERS FROM
10.5' AT STA 21+38.10 TO 9' AT STA 21+60.21.
HEADWALL ELEVATIONS 1/CS511
WOODEN GUARDRAIL 1/CS501
SEE LAYOUT PLAN FOR LOCATION
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
2%*2%*
9.00' 9.00' 2.00'2.00'
℄
*NOTE: ROADWAY TRANSITIONS FROM 2%
CROSS-SLOPE TO CROWN FROM STA 27+96.79
TO STA 28+26.00.HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
ROAD TYPICAL SECTIONS
11640
CS115
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 21+77.90 TO STA. 22+12.644
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 22+12.64 TO STA. 22+29.215
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 22+29.21 TO STA. 28+26.006
11/06/20
2%
9.00' 9.00' 2.00'2.00'
℄
2%
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
2%
VARIES (9'-0" MIN.)* VARIES (9'-0" MIN.)* 2.00'2.00'
℄
2%
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
*NOTE: ROADWAY LANE WIDTH TAPERS FROM
9' AT STA 29+35.47 TO 19' AT STA 31+83.24.
2%
VARIES (19'-0" MAX.)* VARIES (9'-3" MAX.)* 2.00'2.00'
℄
2%
HEAVY DUTY ASPHALT PAVEMENT 11/CS500
SEE GRADING PLANS
FOR CONTINUATION
INDOT SUBGRADE TREATMENT IIA,
AS DIRECTED IN FIELD BY GEOTECH
MEDIAN, CONCRETE
PAVEMENT 8/CS500
9.00' 2.00'2.00'
ROAD TYPICAL SECTIONS
11640
CS116
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 22+12.64 TO STA. 22+29.215
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 22+12.64 TO STA. 22+29.21 5
SCALE: 1/2" = 1'
TYPICAL FINISHED SECTION STA. 22+12.64 TO STA. 22+29.215
11/06/20
SHELTER &
RESTROOMS
DROP-OFF
PARKING
ENTRY ROAD
CONNECTOR ROAD
FOR EAST AND WEST
SIDES OF PARK
SHELTERS (3 TOTAL)
R 46'-8 "R 175'-0"
R 17 8'-0"
R74'-6"
R 55'-2"R 278'-0"R 200'-0"
R 18 5'-0 "
R58'-
7
"
PLAYGROUND &
SPRAYGROUND
W 116TH ST
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
FIRE TRUCK ACCESS PLAN -
ARRIVAL
11640
CS122
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 100'50'25'
SCALE: 1" = 50'
NOT TO SCALE
CITY OF CARMEL FIRE TRUCK DIMENSIONAL EXHIBIT1
11/06/20
SHELTER &
RESTROOMS
DROP-OFF
PARKING
ENTRY ROAD
CONNECTOR ROAD
FOR EAST AND WEST
SIDES OF PARK
SHELTERS (3 TOTAL)
R 46'-8 "R 175'-0"
R 17 8'-0"
R74'-6"
R 55'-2"R 278'-0"R 200'-0"
R 18 5'-0 "
R58'-
7
"
PLAYGROUND &
SPRAYGROUND
W 116TH ST
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
FIRE TRUCK ACCESS PLAN -
DEPARTURE
11640
CS123
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 100'50'25'
SCALE: 1" = 50'
NOT TO SCALE
CITY OF CARMEL FIRE TRUCK DIMENSIONAL EXHIBIT1
11/06/20
RESERVED PARKING SIGN
(M.U.T.C.D.:R7-8, 12" X 18")
"20 MPH" SPEED LIMIT SIGN
(M.U.T.C.D.:R2-1, 24 X 30")
"STOP" SIGN
(M.U.T.C.D.:R1-1, 30" X 30"
PEDESTRIAN CROSSING SIGN
(M.U.T.C.D.:W11-2, 30" X 30")
"YIELD" SIGN
(M.U.T.C.D.:R1-2, 36" X 36" X 36")
ROUNDABOUT SIGN
(M.U.T.C.D.:R6-5P, 30" X 30"
WITH "15 MPH" SEED LIGHT
SIGN (M.U.T.C.D.:W13-1P,
18" X 18")
"20 MPH" SPEED LIMIT SIGN
(M.U.T.C.D.:R2-1, 24 X 30")
PEDESTRIAN CROSSING SIGN
(M.U.T.C.D.:W11-2, 30" X 30")
"STOP" SIGN
(M.U.T.C.D.:R1-1, 30" X 30"
PEDESTRIAN CROSSING SIGN
(M.U.T.C.D.:W11-2, 30" X 30")
PARKING STRIPING, TYP3A
CS500
SOLID PAVEMENT
MARKING, TYP
DIRECTIONAL ARROW PAVEMENT MARKING, TYP
WHITE STOP BAR, 2' X 18'
CROSSWALK, TYP2
CS500
1
8
'-0
"
T
Y
P
WHITE STOP BAR, 2' X 12'
WHITE STOP BAR,
2' X 12'
4" YELLOW MEDIAN STRIPES
4" YELLOW MEDIAN STRIPES
4" DOUBLE YELLOW LINE9' WI DTH @ 13 STALLS118' 13 STALLS EQ105'-3" 11 STALLS EQ9' WIDT H @ 13 STALLS9' WIDT H @ 14 STALLS9' WIDT H @ 15 STALLS99'-4" 11 STALLS EQ9' WIDTH
@ 15 STALLS
9' WIDTH
@ 7STALLS99'-0" 11 STALLS EQ99'-0" 11 STALLS EQADA PARKING STRIPING, TYP3B
CS500
ENTRY SIGN, TYP1
CS503
W. 116TH STREET
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
REGULATORY SIGNAGE &
STRIPING PLAN
11640
CS124
SHEET NOTES
LEGEND
N
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 100'50'25'
SCALE: 1" = 50'
1. REFER TO 2011 INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (M.U.T.C.D.) WITH LATEST REVISIONS (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 DRAWINGS (E
802-SNGS-05, E 802-SNGS-06) FOR REFLECTORIZATION SCHEDULE,
STANDARD DRAWING (E 802-SNGS-09, E 802-SNGS-10) FOR STEEL
SIGN POSTS SIZES AND DATA.
2. ALL PAINTED LINES TO BE 4" WHITE STRIPE UNLESS OTHERWISE
NOTED.9'-0"11/06/20
SPRAYGROUND,
RE: ARCHITECTURAL
DRAWINGS
10'-0" TYP1
0
'
-0
"
co
co
D
D
co
co
D
D
co
co
DD
D R26'-0"R21'-0"
R22'-0"6'-0"
IN-GROUND VAULT (1 OF 2),
RE: ARCHITECTURAL
DRAWINGS
RETAINING WALL,
RE: SHEETS CS508, CS509 AND
STRUCTURAL DRAWINGS
12'-0"1
CS402
PLAZA LAYOUT & MATERIALS
ENLARGEMENT
1
CS403
PLAYGROUND LAYOUT & MATERIALS
ENLARGEMENT
6 '-0"
R45'-0"R28'-0"(6) BIKE RACKS
SUPPLIED & INSTALLED
BY OWNER
E
R2'-6" TYP
10'-0"
25
'-0
"
25
'-0
"
10'-0"
R315'-0"
R160'-0"11'-114"35'-4 12"33'-1014"47'-8
3
4"
B TYP
A TYP
C
D
6
CS502
STONE SCRAMBLE, SEE
CS404 - STONE LAYOUT &
ELEVATION ENLARGEMENT
FOR STONE ELEVATIONS
1
CS512BRIDGE
14
CS500
THICKENED EDGE
CONCRETE PAVEMENT
D
9
CS502
7
CS501CONCRETE BARRIER CURB
F
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
CORE AREA LAYOUT &
MATERIALS PLAN
ENLARGEMENT
11640
CS401
SHEET NOTESN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 40'20'10'
SCALE: 1" = 20'
LEGEND
KEYED NOTES
LIMESTONE BENCH, SEE 1/CS502
LIMESTONE BLOCK, SEE 2/CS502
WIRE MESH FENCE WITH (1) 30" WIDE GATE, SEE 8/CS504
GUARDRAIL, SEE 4/CS504 & 5/CS504
MILL AND OVERLAY ASPHALT PAVEMENT, TYP.
ROBINIA POSTS AT BRIDGE GUARDRAIL TRANSITION (4 TOTAL)
A
B
C
D
E
F
11/06/20
FAMILY RESTROOM AND EXISTING
SHELTER & RESTROOM RENOVATIONS,
RE: ARCHITECTURAL DRAWINGSDD
D8'-0"
2
4
'-0"
4
E
Q
.
S
P
A
C
E
S
R
2
4
'
-0
"
ALIGN JOINTS
W/ CORNER
OF BUILDING,
TYP
R59'-6"
8'-0
"
8'-0"21'-4"9'-3"7'-034"R18'-0"R 34'-0"8'-0"
8'-0"
7'-1
"
8'-0"
11'-1134"8'-0" 8' - 0"8'-0" 6'-0" 6'-0" 7'-1012"ALIGN
PAVEMENT
EDGE W/
CORNER OF
WALL
TRANSFORMER8'-0"
8'-0
"
60°9 '12'-
0
"
4'-0 "
4'-0"11'-0"R24'-0"R26'-0"R 50 '-0"
R5 0'-0"
902.74
10
'-0"
G
F
E 20" WIDTH6'-0"1 4'-434"H
1
6'-0"
5'-61
2"
E 8" WIDTH 24'-0"24'-0"B
A TYP
I
H
9'-3"
9'-3
"
1'-6"
1'-6"
E 8" WIDTH
J
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
PLAZA LAYOUT &
MATERIALS PLAN
ENLARGEMENT
11640
CS402
SHEET NOTESN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 20'10'5'
SCALE: 1" = 10'
SCALE: 1" = 10'
PLAZA LAYOUT & MATERIALS ENLARGEMENT1
MA
TCH
L
INE
CS403
LEGEND
KEYED NOTES
LIMESTONE BENCH, SEE 1/CS502
LIMESTONE BLOCK, SEE 2/CS502
WIRE MESH FENCE WITH (1) 30" WIDE GATE, SEE 2/CS504
GUARDRAIL, SEE 4/CS504 & 5/CS504
TRENCH DRAIN, SEE 3/CS505
(4) PICNIC TABLES - SUPPLIED AND INSTALLED BY OWNER
(4) CURVED BENCHES - SUPPLIED AND INSTALLED BY OWNER
CONCRETE BARRIER CURB, SEE 7/CS501
PLAZA FEATURE STONES, SEE 7/CS502
TRENCH DRAIN TERMINUS, SEE 3/CS501
A
B
C
D
E
F
G
H
I
J
11/06/20
co
co
co
co
BID ALTERNATE #1:
EMBANKMENT
SLIDE-12' HEIGHT,
ADDITIONAL STONE
SCRAMBLE MATERIALS,
AND EMBANKMENT
COBBLE
BASE BID: UPLAND
NATIVE SEED MIX,
EROSION CONTROL
MAT, TURF
REINFORCEMENT MAT
AND GEOGRID
K
J
P
N L
O
M
6 '-0"6'
-0"+/-5'-0"R21'-0"R26'-0"R20'-0"
R16'-0"R12'-0"RETAINING WALL
& CLADDING, RE:
STRUCTURAL &
CS508 & CS509
MA
TC
H
L
I
N
E
CS40
2
E 30" WIDTH
D
6'-0"C
A TYP
F
G TYP
H
I
CC
Z
AA
BB
H
H
H 6
CS502
STONE
SCRAMBLE, SEE
CS404 - STONE
LAYOUT &
ELEVATION
ENLARGEMENT
FOR STONE
ELEVATIONS
14
CS500
THICKENED
EDGE
CONCRETE
PAVEMENT
9
CS502
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
co
co
O
V
U
T
M
S
N
L
R
P
Q
W
X
Y
MATCHLINE
CS402
H
H
9
CS502
PIP RUBBER PLAY SURFACING - BLUE
PIP RUBBER PLAY SURFACING - YELLOW
PIP RUBBER PLAY SURFACING - LIGHT GREEN
PIP RUBBER PLAY SURFACING - DARK GREEN
PIP RUBBER PLAY SURFACING - BROWN
PIP RUBBER PLAY SURFACING - GRAY
1
CS506
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
MILLED & OVERLAY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE PAVEMENT
DECORATIVE CONCRETE PAVEMENT
REFER TO ARCHITECTURAL DRAWINGS
FOR SPRAYGROUND DESIGN
RIPRAP
GRAVEL TRAIL
STABILIZED CRUSHED LIMESTONE
CONCRETE CURB AND GUTTER
REVERSE PITCH CURB AND GUTTER
CURB TRANSITION
FLUSH CURB AND GUTTER
CONCRETE ROLL CURB AND GUTTER
ADA RAMP
CONCRETE SPILLWAY
CONTROL JOINT
ISOLATION (EXPANSION) JOINT
DETECTABLE WARNING PLATE
STONE MAINTENANCE STRIP
11
CS500
9
CS500
8
CS500
10
CS500
8
CS501
7
CS500
5
CS500
6
CS500
4
CS500
3
CS502
12
CS500
13
CS500
5
CS502
8
CS500
6
CS504
2
CS503
5
CS507
1. PLAY EQUIPMENT AND SITE FURNISHING PRODUCTS SUPPLIED BY
BERLINER PLAY EQUIPMENT, PLAYWORLD PLAYGROUND
EQUIPMENT, GORIC, STREETLIFE, MAGLIN SITE FURNITURE, AND
PARK N POOL CORPORATION. PLAYGROUND EQUIPMENT AND SITE
FURNISHINGS LISTED UNDER THE KEY NOTES ON THIS SHEET ARE
SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR UNLESS
OTHERWISE NOTED. SEE SPECIFICATIONS FOR CONTRACTOR
REQUIREMENTS FOR STORAGE AND INSTALLATION OF EQUIPMENT
PROVIDED BY OWNER. DELIVERY OF MATERIALS IS ANTICIPATED IN
EARLY SPRING 2021. CONTRACTOR TO REVIEW DELIVERY
SCHEDULE WITH OWNER FOLLOWING NOTICE TO PROCEED, AND
IDENTIFY TO OWNER ANY RECOMMENDED CHANGES TO THE
DELIVERY SCHEDULE.
2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SAFETY SURFACE
THICKNESS TO MEET OR EXCEED MANUFACTURER'S
REQUIREMENT FOR ALL FALL ZONE REQUIREMENTS OF
PLAYGROUND. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING
AND COORDINATING REQUIRED SAFETY SURFACE DEPTHS AND
FOR SUBMITTING THICKNESSES IN SHOP DRAWINGS DURING
CONSTRUCTION.
3. PLAYGROUND SURFACE INSTALLER IS RESPONSIBLE FOR
VERIFYING DEPTH, COMPACTION AND GRADING OF AGGREGATE
SUBBASE.
4. FOR ALL PLAYGROUND EQUIPMENT, INSTALLATION MUST BE
PERFORMED BY A MANUFACTURER AUTHORIZED INSTALLER.
PLAYGROUND LAYOUT &
MATERIALS PLAN
ENLARGEMENT
11640
CS403
SHEET NOTES N KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 20'10'5'
SCALE: 1" = 10'
LEGEND
LIMESTONE BENCH, SEE 1/CS502
LIMESTONE BLOCK, SEE 2/CS502
WIRE MESH FENCE WITH (1) 30" WIDE GATE, SEE 8/CS504
GUARDRAIL, SEE 4/CS504 & 5/CS504
TRENCH DRAIN, SEE 3/CS505
(5) STRAIGHT BENCHES - SUPPLIED AND INSTALLED BY OWNER
COMPANION SEATING ENLARGEMENT, SEE 3/CS504
8 INCH CONCRETE EDGER, 3/CS506
BRIDGE (PROVIDED BY CONTRACTOR): BRG-BOW-610-137-ARCHED-PC,
SEE 1/CS512
5-12 YEAR OLD PLATFORM STRUCTURE: 90.292.4008
12' HEIGHT EMBANKMENT SLIDE - BID ALT #1: USP.06138, SEE 7/CS506
3-BAY SWINGS
INCLUSIVE SPINNER: ZZXX1158
ROBINIA POST GRASSES PROVIDED BY CONTRACTOR - 50 TOTAL, SEE
6/CS506
RUBBER HALF BALLS - 4 TOTAL IN BASE BID; 3 TOTAL IN BID ALT #2
CLIMBING STRUCTURE 'A': 95.180.010
CLIMBING STRUCTURE 'B' (BID ALT #2): 95.180.030
BASKET SWING (BID ALT #2): 90.260.531
2-5 YEAR OLD PLATFORM STRUCTURE (BID ALT #2): 90.293.061
MUSIC PLAY 5 CONGAS (BID ALT #2): ZZXX0665
MUSIC PLAY CABASA MEDIUM (BID ALT #2): ZZXX0661
MUSIC PLAY CABASA SMALL (BID ALT #2): ZZXX0660
LARGE STEPPER - 1 TOTAL (BID ALT #2): ZZUN7138
MEDIUM STEPPER - 1 TOTAL (BID ALT #2): ZZUN7137
SMALL STEPPER - 3 TOTAL (BID ALT #2): ZZUN7136
WATER SOURCE SECTION (PROVIDED BY CONTRACTOR), SEE 1/CS505
STAIRS AT WATER PUMPS - PLAN, SEE 3/CS507
STAIRS AT EMBANKMENT SLIDE - PLAN, SEE 1/CS513
STONE PAVERS AND ALUMINUM EDGE RESTRAINT, SEE 8/CS502 AND
3/CS503
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
SCALE: 1" = 10'
PRAIRIE PLAY LAYOUT & MATERIALS ENLARGEMENT (BID ALTERNATE #2)2SCALE: 1" = 10'
UPLAND FOREST & PRAIRIE PLAY LAYOUT & MATERIALS ENLARGEMENT (BASE BID) 1
S
PLAY NOTES
T
U
V
W
X
Y
Z
AA
BB
CC
11/06/20
D
905.83
E
906.67
B
908.00
F
907.67
F
906.00F
906.17
D
907.83
F
907.50
F
906.17
E
907.33
D
904.83
D
907.50
C
905.67
F
907.00F
906.67
D
907.41
F
907.50
D
907.83
F
907.67
D
907.67
B
907.17
F
906.83
E
905.83
F
905.17
F
905.50
E
906.50
B
906.83
C
905.67
F
905.33
G
905.17 G
905.50
C
906.00
F
904.83
B
911.83
D
911.33
E
910.83
F
910.50E
910.33
E
910.00
C
908.67
E
909.67
D
908.50
E
908.00D
907.67
F
907.83
F
907.33
D
906.83E
906.67
F
906.17
F
905.67
G
905.17
F
905.83
E
904.83
F
911.50
C
906.00
F
904.00
E
905.00
D
907.75
E
907.75
F
907.83
D
907.83
E
907.75
E
907.00
D
907.00
907.59
907.63
904.26
904.22
904.12
911.13
911.16
911.20
907.41
1. SEE G001 - GENERAL NOTES FOR GENERAL AND LAYOUT AND
MATERIAL NOTES.
2. THE WETLAND MITIGATION SITE BOUNDARY WAS OBTAINED FROM THE
METES AND BOUNDS DESCRIPTION IN A 2002 LEGAL DOCUMENTED
TITLED "WEST PARK SITE MIITIGATION 2001-2007 BRENWICK TND
COMMUNITIES, LLC."
3. SEE CS124 - REGULATORY SIGNAGE & STRIPING PLAN FOR PAVEMENT
STRIPING AND REGULATORY SIGNAGE.
4. GRAVEL TRAIL: MATERIAL AND DEPTH OF GRAVEL TO MATCH
EXISTING TRAIL DESIGNATED TO REMAIN.
5. REFER TO SHEET SE1.1 FOR ELECTRICAL BOND REQUIREMENTS.
G
914.00
G
914.83
F
914.00
G
914.67
G
914.33
F
914.00
E
913.50F
913.00
F
910.50
E
912.50E
912.00
G
911.5
G
911.00 F
909.50
E
909.83
E
911.17 E
910.00
F
908.00 G
910.17
D
907.00
E
908.00
F
905.500 D
905.17 F
904.67
F
905.50
F
904.33
E
905.33
D
905.17
D
905.00
E
904.00
F
905.33
B
914.00
G
913.50
G
912.50
G
913.50
C
913.17
E
910.33
F
911.00 F
910.67 F
909.83
F
909.50 E
909.33
D
910.83
F
908.83
F
908.67
E
911.00
G
912.00
G
912.67 A
912.50
F
906.00
E
904.00
D
905.50
F
906.00
F
905.67
G
904.50
G
908.67
G
909.00
D
907.33
D
911.17
G
909.83
F
914.67
G
913.83
G
913.17
F
914.83
E
912.83
G
911.00
G
911.17
E
909.83
G
909.17
G
907.33
G
907.33
E
907.00
E
905.67
G
904.67
G
905.00
C
913.00
D
910.17
E
904.50
E
906.67
G
904.50
G
905.17
G
904.33
G
904.33
C
903.67
E
908.67
G
908.17
G
909.00
G
913.50
G
913.50
G
912.67
G
908.50
G
908.00
F
909.67
F
907.00
F
908.83
G
904.67
G
911.00
F
904.33
E
913.00
G
910.50
E
908.00
C
905.50
G
906.00
F
908.00
F
912.00
F
909.17
F
906.50
E
914.00
E
913.00
E
909.17
E
904.50
F
905.67
co
913.15
913.15
913.11
910.15
905.63
902.57
902.63
902.74
D
913.50
B
914.00
F
913.25
F
913.50
C
913.75
A
904.83
B
904.83
C
904.67
D
904.67
B
904.67
A
905.16
C
906.33
D
906.33
E
905.33
A
905.16
A
905.16
D
910.75
F
910.50
F
910.50
B
910.25
912.12
912.43
912.08
912.64
903.30
903.19
STONE LAYOUT &
ELEVATION ENLARGEMENT
11640
CS404
SHEET NOTESN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
0' 10'5'2.5'
SCALE: 1" = 5'
SCALE: 1" = 5'
EMBANKMENT SLIDE STONE ENLARGEMENT (INCLUDING BID ALTERNATE #1)3
SCALE: 1" = 5'
NORTH PLAYGROUND STONE ENLARGEMENT2
SCALE: 1" = 5'
WEST PLAYGROUND STONE ENLARGEMENT1
LEGEND
C
907.67
STONE DIMENSION - SEE SIZES BELOW
TOP OF STONE ELEVATION
STONE DIMENSIONS:
'A' = +/-2'-0" (W) x 6'-0" (L)
'B' = +/-3-0" (W) x 4'-0" (L)
'C' = +/-3'-0" (W) x 3'-0" (L)
'D' = +/-2'-0" (W) x 4'-0" (L)
'E' = +/-2'-0" (W) x 3'-0" (L)
'F' = +/-2'-0" (W) x 2'-0" (L)
'G' = +/-1'-6" (W) x 1'-6" (L)
NOTE: REFER TO DETAIL 6 - STONE SCRAMBLE ON SHEET CS502 -
SITE DETAILS FOR MORE INFORMATION.
STONE SCRAMBLE BLOCK
EMBANKMENT COBBLE, RE: SPECS AND 7/CS506
PLANTING POCKET (TYP), 24"
DEEP TOPSOIL AND PLANTS,
RE: LANDSCAPE PLANS
BID ALTERNATE #1:
EMBANKMENT SLIDE-12'
HEIGHT, ADDITIONAL
STONE SCRAMBLE
MATERIALS, AND
EMBANKMENT COBBLE
BASE BID: UPLAND
NATIVE SEED MIX AND
TURF REINFORCEMENT
MAT
11/06/20
9'-0" MIN. 18'-0"9'-0" MIN.
DROP CURB
4" WIDE BLUE
PAINTED, TYP.
4" WIDE BLUE PAINTED
STRIPE, TYP.
PAINTED HANDICAP
SYMBOL PER INDIANA
STANDARDS, TYP.
NOTE: ALL BARRIER FREE PAVEMENT
SURFACES SHALL NOT EXCEED 2%
SLOPE IN ANY DIRECTION
WHEELSTOP, RE: SPECS
CONCRETE
INDOT DENSE
GRADED SUBBASE
NO. 53
3'-0"4" 1'-0"2'-0"
ROADWAY PAVEMENT
SEE LAYOUT PLANS FOR TYPE
#4 BAR
CONTINUOUS, TYP.
4" 4"
FINISH GRADE, SEE
GRADING PLANS
FOR CONTINUATION 3"1/4" / FT
#4 BAR AT 12" O.C.
CONCRETE
INDOT DENSE
GRADED SUBBASE
NO. 53
6" 534"3'-0"
2'-0"
4" 4"
#4 BAR CONTINUOUS, TYP.
FINISH GRADE,
SEE GRADING
PLANS
FOR
CONTINUATION
ROADWAY PAVEMENT
SEE LAYOUT PLANS FOR TYPE
4" 1'-0" 3"R3 4"R3 4"1/4" / FT
#4 BAR AT 12" O.C.
24"
4" 10" 10"R6"R1'-0"3"10"14"#4 BAR CONTINUOUS, TYP.
4" 4"
CONCRETE
INDOT DENSE GRADED
SUBBASE NO. 53
PROVIDE EXPANSION JOINT
AND DOWELS WHERE BACK
OF CURB MEETS PAVING
EXPANSION JOINT, TYP.
3"
#4 BAR AT 12" O.C.
ROADWAY PAVEMENT,
SEE LAYOUT PLANS
FOR TYPE
1'-0"1'-0"4" 1'-0" 1'-0"4" SUBGRADE
INDOT DENSE
GRADED
SUBBASE NO. 53
RIBBON CURB SEE PLAN FOR LOCATIONS
EXPANSION JOINT WITH 1/2" DIA. X
12" LONG SMOOTH STEEL DOWEL
@ 24" O.C., SLEEVE ONE END
CONCRETE WALK, PROVIDE
THICKENED EDGE AT BACK
OF CURB
SUBGRADE
INDOT DENSE
GRADED
SUBBASE NO. 53
BARRIER CURB, SEE PLAN FOR
LOCATIONS AND REINFORCEMENT
EXPANSION JOINT WITH 1/2" DIA. X
12" LONG SMOOTH STEEL DOWEL
@ 24" O.C., SLEEVE ONE END
CONCRETE WALK, PROVIDE
THICKENED EDGE AT BACK
OF CURB
(2) #4 BAR CONTINUOUS
(2) #4 BAR CONTINUOUS
1
1
1
1
#4 BAR AT 18" O.C.
#4 BAR AT 18" O.C.
PREPARED SUBGRADE
INDOT DENSE GRADED
SUBBASE NO. 53
5" CONCRETE PAVEMENT
MEDIUM BROOM FINISH
6" X 6" WWF W2.9 AT MID-DEPTH 4" 5"CONTROL JOINT12
CS500
R3 4"
CONCRETE
INDOT DENSE
GRADED SUBBASE
NO. 53
6"
R3 4"614"VARIES - MIN. 18" - MAX - 48"
SEE LAYOUT PLANS FOR GUTTER WIDTH
4" 4"
#4 BAR CONTINUOUS, TYP.
ROADWAY PAVEMENT
SEE LAYOUT PLANS FOR TYPE
4" 12" 3"EXPANSION JOINT , TYP.
3"
PROVIDE EXPANSION JOINT AND
DOWELS WHERE BACK OF CURB
MEETS CONCRETE PAVEMENT
1/4" / FT
#4 BAR AT 12" O.C.
15" TOOLED CONTROL JOINT,
THEN SAW JOINT TO 14 PAVEMENT DEPTH
14" RADIUS TYP.
CONCRETE PAVEMENT - SEE DETAILS
8 & 9/CS500
1/2"JOINT SEALANT
TOP OF PAVEMENT
PREFORMED
EXPANSION
JOINT
MATERIAL
14" RADIUS 1/4"BACKER ROD
CL
NOTE: EXPANSION JOINTS
SHALL BE LOCATED WHERE
CONCRETE PAVEMENT
ADJOINS BUILDING FACE AND
WALLS WITH FROST FOOTINGS
AND ALL FIXED OBJECTS, AND
AS REQUIRED BY
SPECIFICATIONS.
8" 8"1'-3"R
1"
SEE PLANS FOR ADJACENT
MATERIAL
CONCRETE PAVEMENT
(2) #5 REBAR, CONTINUOUS
INDOT DENSE GRADED
SUBBASE NO. 53
PREPARED SUBGRADE
NOTES:
SEE DETAILS 8 & 9/CS500 FOR
CONCRETE AND SUBBASE THICKNESS
#5 BAR AT 12" O.C.
2'-0" TYP VARIES, SEE PLANS1'-6" TYP WHITE PAINTED CROSSWALK
MARKING, TYP
DIRECTION OF PEDESTRIAN TRAFFIC
COMPACTED SUBGRADE
INDOT DENSE GRADED
SUBBASE NO. 53 3 12"1 12"2" 8" BITUMINOUS SURFACE COURSE
BITUMINOUS BINDING COURSE
COMPACTED SUBGRADE
INDOT DENSE GRADED
SUBBASE NO. 53
BITUMINOUS SURFACE COURSE
BITUMINOUS BINDING COURSE
5"1 12"3 12" 8" PREPARED SUBGRADE INDOT DENSE GRADED
SUBBASE NO. 53
8" CONCRETE PAVEMENT
MEDIUM BROOM FINISH
6" X 6" WWF W2.9 AT MID-DEPTH 6" 8"CONTROL JOINT12
CS500
4"
TYP.
℄
WHITE PAINTED
PARKING
STRIPE, TYP.
CURB
18'-0"9'-0" MIN. 9'-0" MIN.
℄
SITE DETAILS
11640
CS500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
SCALE: 1/2" = 1'
CROSSWALK 2 SCALE: 1" = 10'
ADA PARKING STRIPING3B
SCALE: 1" = 1'
FLUSH CURB AND GUTTER 4 SCALE: 1" = 1'
CONCRETE CURB AND GUTTER 5 SCALE: 1" = 1'
CONCRETE ROLL CURB AND GUTTER 6
SCALE: 1" = 1'
CONCRETE WALK AND CURB INTERFACE15
SCALE: 1" = 1'
CONCRETE PAVEMENT8
SCALE: 1" = 1'
REVERSE PITCH CURB AND GUTTER7
SCALE: 1" = 1'
CONTROL JOINT 12 SCALE: 1" = 1'
ISOLATION (EXPANSION) JOINT 13 SCALE: 1" = 1'
THICKENED EDGE CONCRETE PAVEMENT 14
SCALE: NTS
LIGHT DUTY ASPHALT PAVEMENT 10 SCALE: NTS
HEAVY DUTY ASPHALT PAVEMENT11
SCALE: 1" = 1'
HEAVY DUTY CONCRETE PAVEMENT9
SCALE: 1" = 10'
PARKING STRIPING 3A
CONCRETE TYPE CONCRETE DEPTH SUBBASE DEPTH COLOR FINISH LOCATION
CONCRETE PAVEMENT 0'-5" 0'-4" SEE SPECS SEE SPECS SEE LAYOUT PLANS
HEAVY DUTY CONCRETE PAVEMENT 0'-8" 0'-6" SEE SPECS SEE SPECS SEE LAYOUT PLANS
DECORATIVE CONCRETE - REED FINISH 0'-5" 0'-4" SEE SPECS SEE SPECS SEE LAYOUT PLANS
NOT USED #
11/06/20
3'-0"3'-6"8"8" 4"8" 8" 6'-0" O.C. (TYP.)
1'-6"
18"
(4)3
4" Ø GALV. BOLT WITH NUT
& WASHER (COUNTERSUNK)
(2) 4X8X12'-0" RAIL, TYP
12X12 POST 2"
CHAMFER ON TOP
INDOT DENSE
GRADED
SUBBASE NO.
53, TYP.
12X12 POST 2" CHAMFER
ON TOP, CUT SLOTS TO
RECEIVE RAIL
3
4" Ø GALV. BOLT WITH
NUT & WASHER
(COUNTERSUNK)
(2) 4X8X12'-0" RAIL;
CUT INTO POST
WOOD GUARDRAIL NOTES:
1. SEE SPECIFICATION SECTINO 324010, "WOOD WALLS,
BOARDWALKS, AND PATIO DECKING" FOR MATERIALS AND
OTHER REQUIREMENTS.
2. POST TO BE INSTALLED BY AUGER INTO GROUND.
3. PROVIDE BURIED END CONDITION PER GUARDRAIL
TERMINUS 2/CS501, TYP. UNLESS OTHERWISE NOTED.
FINISHED GRADEFINISHED GRADE
SECTION FRONT ELEVATION:
10'-0" 6'-0"4"1'-10"1'-6"INDOT DENSE GRADED SUBBASE NO. 53,
PROVIDE 4" MIN SUBBASE BASE, ALL SIDES
SUBGRADE
EDGE CONDITION
3'-73
4" MIN.
SPACER BLOCK
NOTE:
SEE WOODEN GUARDRAIL 1/CS501
FOR ADDITIONAL INFORMATION 10'-0"10'-33
4"
2X6 IPE DECKING
TREATED SOUTHERN
PINE DOUBLE 2X12
STRINGERS
SPACED AT 1'-0", TYP.
4" H X 4" W IPE CURB, TYP.
1
8" GAP BETWEEN DECK
BOARDS, TYP.
MID-SPAN BLOCKING
22 IPE DECK BOARDS WITH 18" GAP
5
CS501
54 " X 11-14" IPE FACADE
BLACK UV FACADE S BACKER
BETWEEN IPE FACADE AND
TREATED SOUTHERN PINE
STRINGER
IPE CLIP STANDARD
HIDDEN DECK
FASTENERS AT EACH
STRINGER CROSSING,
TYP.
9" CONCRETE RETURN WALL,
PROVIDE WALL REINFORCEMENT
AND FOOTING SIZE AS SHOWN IN
DETAIL 5/CS501
STITCH STRINGERS
TOGETHER W/ (3) 8d
GALVANIZED NAILS
AT 12" O.C.
WALL FOOTING BELOW, TYP1012"1'-0"TYP9"TYP1'-0"
TYP
2'-6"
TYP 1'-712"TYP1'-71
2"
TYP1012"1'-0"TYPHEAVY DUTY
CONCRETE
PAVEMENT
9
CS500 2'-0" MINTYP2'-5" MAX1'-0"
TYP
9"
TYP
5'-0"
TYP
1'-71
2"
TYP
1'-3"TYP6"TYP 2X6 IPE DECKING
TREATED SOUTHERN PINE DOUBLE 2"X12"
STRINGERS SPACED AT 1'-0" O.C.
4" H X 4" W IPE CURB, TYP.
MID-SPAN BLOCKING
10' 3-3/4" (22 IPE DECK BOARDS WITH 1
8" GAP)
INDOT DENSE GRADED
SUBBASE NO. 53, TYP
HEAVY DUTY CONCRETE
PAVEMENT, TYP
CL PAVEMENT ELEV. 901.00
CL PAVEMENT ELEV. 901.00
2.5% MAX
TREATED SOUTHERN PINE 2X12
SILL BOARD, TYP.
1" DIAMETER GALVANIZED STEEL
ANCHOR RODS W/ DOUBLE NUT AT
END. 4 PER SIDE SPACED
EQUALLY W/ 12" EMBEDMENT, TYP.
TOP OF FOOTING
ELEV. 895.00
TOP OF FOOTING
ELEV. 895.00
#5 VERTICAL BAR AT 12" O.C.
WITH STANDARD HOOK
EACH FACE, TYP
#5 HORZ BAR AT 12" O.C.
EACH FACE, TYP
IPE CLIP STANDARD HIDDEN
DECK FASTENERS AT EACH
STRINGER, TYP.1'-0"1'-0"1/2" GAP BETWEEN STRINGERS
AND CONCRETE, TYP.
(3) 10d GALVANIZED TOE-NAILS AT
EACH STRINGER TO SILL BOARD, TYP
1'-71
2"
TYP
6"
TYP
#4 HOOKED BAR AT 12" O.C., TYP
#5 BARS AT 12" O.C.
EACH WAY TOP AND
BOTTOM, TYP
9
CS500
AGGREGATE BASE INDOT
CLASS B NO. 08
EXPANSION JOINT WITH 18" SMOOTH
STEEL DOWEL @ 12" O.C., SLEEVE
ONE END, TYP.
1'-0"8"6"
TYP
6"
TYP
CONCRETE CURB
4" AGGREGATE BASE
(INDOT #53)
(2) #4 BAR CONTINUOUS, TYP.
FINISHED GRADE,
SEE GRADING AND
LANDSCAPE PLANS
FOR CONTINUATION
PROVIDE THICKENED EDGE CONCRETE
PAVING AT BARRIER CURB INTERFACE
SEE LAYOUT PLANS FOR
TYPE OF ADJACENT PAVING 6"6" TYP.12" ISOLATION JOINT AND 1/2"
SMOOTH DOWELS AT 12"
O.C. WHERE BARRIER CURB
MEETS CONCRETE PAVING
NOTES:
1. PROVIDE CONTROL JOINTS AT CONCRETE BARRIER
CURB TO MATCH ADJACENT PAVING. MAXIMUM SPACING
SHALL BE 10'-0".
#4 BAR AT 18" O.C.
13
CS500
1'-0"
SUBGRADE
INDOT DENSE GRADED
SUBBASE NO. 53
DECORATIVE CONCRETE PAVEMENT,
PROVIDE THICKENED EDGE
EXPANSION JOINT WITH 1/2" DIA. X
12" LONG SMOOTH STEEL DOWEL
@ 24" O.C., SLEEVE ONE END
CONCRETE PAVEMENT,
PROVIDE THICKENED EDGE 1
1
1
11'-0"VARIES, SEE LAYOUT PLANS
3"6" SUBGRADE
TOPSOIL
INDOT DENSE
GRADED
SUBBASE NO. 53
STABILIZED CRUSHED
LIMESTONE
RIPRAP - ROUNDED COBBLE
TRENCH DRAIN,
WIDTH VARIES
12"
MIN
12"
MIN
LIMESTONE BLOCK,
RE: SPECS
2
CS502
3
CS505
PLAN4'-0" MINUNLESSOTHERWISENOTEDEXTEND TRENCH
DRAIN 12" MIN
BEYOND PAVEMENT
1'-6"SLOPE SL O PE
RIPRAP OVER GEOTEXTILE
FABRIC, SEE PLANS FOR TYPE
GEOTEXTILE FABRIC
SECTION
1'-0"1'-0"
TRENCH DRAIN BEYONDVARIES,
RE: PLANS LIMESTONE BLOCK,
RE: SPECS
2
CS502
SITE DETAILS
11640
CS501
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/4" = 1'
WOODEN GUARDRAIL1 SCALE: 1/4" = 1'
GUARDRAIL TERMINUS2
NTS
TRENCH DRAIN TERMINUS3
SCALE: 1/2" = 1'
BOARDWALK PLAN4
SCALE: 1/2" = 1'
BOARDWALK SECTION5
SCALE: 1"=1'-0"
CONCRETE BARRIER CURB 7SCALE: 1"=1'-0"
CONCRETE WALK & DECORATIVE CONCRETE PAVEMENT INTERFACE6 SCALE: 1"=1'-0"
STABILIZED AGGREGATE TRAIL8
11/06/20
2'-0"±
LIMESTONE BLOCK SEAT
LEVEL LIMESTONE BASE TO
PREVENT MOVEMENT
1'-6"±NOTE:
1. LIMESTONE BLOCK SIZES
INDICATED ON PLANS ARE
APPROXIMATE. TOLERANCES WILL
BE 1"±, BASED ON AVAILABILITY OF
BLOCKS FROM SUPPLIER.
2. BLOCKS SHALL BE 4'-0" LENGTH
MIN.; 6'-0" LENGTH MAX.
3. LIMESTONE BLOCKS SHALL BE
STANDARD GRADE, FULL COLOR
BLEND, AS PROVIDED BY INDIANA
LIMESTONE COMPANY, OR
APPROVED EQUAL.
4. CONTRACTOR TO SUBMIT BLOCK
SAMPLES SHOWING FULL COLOR
RANGE OF MATERIALS.COMPACTED SUBGRADE4" INDOT DENSE GRADED
SUBBASE NO. 53 2"CRUSHED LIMESTONE
VARIES: SEE LAYOUT AND MATERIALS PLANS
VARIES:SEE GRADINGPLANLIMESTONE BLOCK
COMPACTED SUBGRADE
NOTE:
1. LIMESTONE BLOCK SIZES INDICATED ON
PLANS ARE APPROXIMATE. TOLERANCES
WILL BE 3"±, BASED ON AVAILABILITY OF
BLOCKS FROM SUPPLIER.
2. LIMESTONE BLOCKS SHALL BE
STANDARD GRADE, FULL COLOR BLEND,
AS PROVIDED BY INDIANA LIMESTONE
COMPANY, OR APPROVED EQUAL.
3. CONTRACTOR TO SUBMIT BLOCK
SAMPLES SHOWING FULL COLOR RANGE
OF MATERIALS. 8.3% MAXNOTES:
1. 1.5% CROSS SLOPE MAX.
2. SIDEWALK FLARES ARE NOT ALWAYS PRESENT,
SEE PLANS.5'-0" MIN.5'-0" MIN. CURB TRANSITION
DROP CURB4
CS502 DETECTABLE WARNING PLATE5
CS502
8"6" 9"12" MAX.CONCRETE CURB AND GUTTER
INDOT DENSE GRADED
SUBBASE NO. 53
COMPACTED SUBGRADE
4% GUTTER CROSS SLOPE UNLESS
OTHERWISE NOTED ON PLANS
LEVEL LINE
GUTTERLINE
LIGHT DUTY ASPHALT PAVEMENT
10/CS500
1
2
3
4
32
1
4
5 6
5
6
2'-0"
7
7
CONCRETE PAVEMENT, 8 & 9/CS500
REPLACEABLE CAST-IN-PLACE TACTILE
WARNING SURFACE, 2X2 PANEL. INSTALL PER
MANUFACTURER INSTRUCTIONS.
ASPHALT PAVEMENT, 10 & 11/CS500
1
2
3
32 1
6" 2'-0"
STONE SCRAMBLE SECTION
NOTES:
1. CONTRACTOR SHALL FIELD FIT STONES FORMING TIGHT JOINTS, CHINK AND FILL ALL VOIDS.
2. CONTRACTOR SHALL PROVIDE A VARIETY OF BOULDER SIZES WITH IN THE RANGES GIVEN,
SEE CS404.
3. REFERENCE GRADING PLAN FOR ELEVATIONS.
4. FILL ALL JOINTS BETWEEN BOULDERS AND JOINTS BETWEEN BOULDERS AND ADJACENT
PAVEMENT WITH STABILIZED LIMESTONE. MATERIAL SHALL BE LEVEL WIT THE TOP OF
THE LOWER BLOCK OR PAVEMENT SURFACE.
5. CONTRACTOR SHALL STAKE LAYOUT OF BOULDERS FOR APPROVAL BY OWNER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL SET STONES PLUMB AND FREE OF ROCK OR WOBBLE.
6" MININDOT CLASS B
NO. 8, STEPPED
LEVELING
COURSE
REQUIRED
GEOTEXTILE
FABRIC
STONE, RE: SPECS
HEIGHT AND SLOPE VARIES,RE: GRADING & LAYOUT1'-0"8"2" OF CRUSHED LIMESTONE ABOVE
10" OF INDOT CLASS B NO. 8
STONE BLOCKS SHALL BE PLACED
8" MINIMUM BELOW GRADE
SET GRADE AS SHOWN ON SHEET CS405
STONE BLOCK HEIGHT VARIES AS
NEEDED, BUT NO LESS THAN 18"
HEIGHT VARIES, MAX 30"
3" MAX GAP BETWEEN
STONE BLOCKS 3" MAX GAP BETWEEN STONE BLOCKS
OFFSET VERTICAL JOINTS
BETWEEN COURSES
A MINIMUM OF 8" OF EACH STONE BLOCK
SHALL BE SET BELOW GRADE OR
BEHIND AN ADJACENT BLOCK
STONE SCRAMBLE ELEVATION8" MINCONCRETE PAVEMENT 8
CS500
8" MINADJACENT
PAVEMENT, RE:
SPRAYGROUND
DRAWINGS
PLAN (NOT TO SCALE)
STONE DIMENSIONS:
· BLOCK-1: 3'-0"(L) x 2'-6"(W) x 1'-0"(H)
· BLOCK-2: 6'-0"(L) x 4'-0"(W) x 2'-6"(H)
· BLOCK-3: 4'-0"(L) x 2'-0"(W) x 1'-6"(H)
· BLOCK-4: 3'-6"(L) x 3'-0"(W) x 2'-0"(H)
2
3
4
1
STABILIZED AGGREGATE TRAIL 8
CS501
NOTES:
1. CONTRACTOR SHALL SET STONES PLUMB AND
FREE OF ROCK OR WOBBLE.
2. STONES SHALL HAVE NATURAL CLEFT AND, OR
BROKEN FINISH ON PERIMETER SURFACES ONLY.
SAWN FINISH ON ALL OTHER EXPOSED FACES.
3. PERIMETER CORNERS ARE TO REMAIN NATURAL,
NOT SHAPED.
1-1/2" MAX GAP BETWEEN STONE BLOCKS
BLOCK-1 BEYOND
SECTION-ELEVATION 2'-6"2'-0"1'-0"1'-6"BLOCK-4
BLOCK-3
BLOCK-2
CONCRETE
BARRIER CURB
7
CS501HEAVY DUTY
CONCRETE PAVEMENT9
CS500
STABILIZED
AGGREGATE TRAIL
8
CS501
NOTES:
1. SEE SPECIFICATIONS FOR MORE INFORMATION REGARDING STONE MATERIAL.
2. REFERENCE LAYOUT AND GRADING SHEETS FOR LAYOUT AND ELEVATIONS.
3. CONTRACTOR SHALL VERIFY LAYOUT ELEVATIONS, PRODUCTS, AND TECHNICAL
DATA WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
4. ALUMINUM EDGE RESTRAINT IS ON THE SIDES OF THE WALK ADJACENT TO TURF.
18" MIN
36" MAX
EQ.
6" MAX
STABILIZED LIMESTOME,
RE: SPECS
4" 2" MIN1/4" PROUDINDOT DENSE GRADED
SUBBASE NO.53
STONE PAVERS, RE: SPECSCONCRETE
PAVEMENT 8 INCH CONCRETE
EDGER
FLUSHFLUSH
8
CS500 3
CS506 6"SLOPE STABILIZATION -
WEST STONE SCRAMBLE
SLOPE STABILIZATION -
PLAYGROUND SLOPE BASE BID
1.6:1 SLO
P
E
M
A
X
1.6:1
S
L
O
P
E
M
A
X
STONE SCRAMBLE
SEE LANDSCAPE PLANS FOR PLANTING INFORMATION
POURED-IN-PLACE
RUBBER SURFACE
8 INCH CONCRETE
EDGER
CONCRETE
PAVEMENT
912.27
903.21
904.33
913.13
902.80
8
CS500
1
CS506
3
CS506
POURED-IN-PLACE
RUBBER SURFACE
1
CS506
8 INCH CONCRETE
EDGER
3
CS506
SPRAYGROUND CONCRETE,
RE: ARCHITECTURAL
4" TOPSOIL BELOW TRM
NOTES:
1. SECTIONS ARE INTENDED TO PROVIDE DESIGN INTENT.
CONTRACTOR TO PROVIDE ENGINEER SIGNED AND SEALED SHOP
DRAWINGS WITH ACTUAL DIMENSIONS AND MATERIALS FOR
APPROVAL PRIOR TO CONSTRUCTION. THE ENGINEERED DRAWINGS
SHALL INCLUDE ANALYSIS AND DESIGN FOR INTERNAL, AND
EXTERNAL AND GLOBAL STABILITY.
2. INSTALL GEOGRID, EROSION CONTROL MAT AND TURF
REINFORCEMENT MAT PER MANUFACTURER'S RECOMMENDATIONS.
TURF REINFORCEMENT
MAT (TRM), RE: SPECS
1" TOPSOIL ABOVE TRM
SLOPE EROSION CONTROL BLANKET, RE: SPECS
8" MIN1"4"1"4"SEE LANDSCAPE PLANS FOR PLANTING INFORMATION
4" TOPSOIL BELOW TRM
TURF REINFORCEMENT
MAT (TRM), RE: SPECS
1" TOPSOIL ABOVE TRM
SLOPE EROSION CONTROL BLANKET, RE: SPECS
MIN. 2-3 LAYERS OF
GEOGRID EXTENDING
BACK MIN. 8'-0" 8'-0" MIN 8'-0" MIN
MIN. 2-3 LAYERS OF
GEOGRID EXTENDING
BACK MIN. 8'-0"
SEE LANDSCAPE PLANS FOR PLANTING INFORMATION
4" TOPSOIL BELOW TRM
TURF REINFORCEMENT
MAT (TRM), RE: SPECS
1" TOPSOIL ABOVE TRM
SLOPE EROSION CONTROL BLANKET, RE: SPECS
TYPICAL SWALE
STABILIZATION SECTION
6
CS502
SITE DETAILS
11640
CS502
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1" = 1'
LIMESTONE BENCH1
SCALE: 1" = 1'
LIMESTONE BLOCK2
SCALE: 1/2" = 1'-0"
ADA RAMP3
SCALE: 1" = 1'-0"
DROP CURB4 SCALE: 1" = 1'-0"
DETECTABLE WARNING PLATE5
SCALE: 1/4"=1'-0"
STONE SCRAMBLE6
SCALE: 3/8"=1'-0"
PLAZA FEATURE STONES 7 SCALE: 1/2"=1'-0"
STONE PAVERS8
SCALE: 1"=5'-0"
SLOPE STABILIZATION9
11/06/20
20'-5" (FIELD VERIFY)
SIGN FOUNDATION WITH 2" HEIGHT MOW BASE. SHALL CLEAR
WALL FOUNDATION FOOTING.
SIGN CABINET RADIUS TO MATCH RADIUS OF STONE WALL
SIGN CABINET FABRICATED AS ONE UNIT
12" FLAT CUT (1/4" ALUMINUM) 1" STAND-OFF STUD MOUNTED
GRAPHICS/SC901 WHITE
STONE VENEER WALL1'-0"8"1'-9"8'-3" (FIELD VERIFY)2'-0" PLAN
1
CS504
WEST PARK
2'-0" 11'-3" 2'-3" 5'-8"7'-134"7'-10"1'-0" 13'-0"
14'-0"
FABRICATED ALUMINUM BACK CABINET
PANEL TO HAVE WHITE FINISH
SLIGHT VISIBLE BUTT SEAMS IN FACE DUE
TO MATERIAL SIZE RESTRICTIONS
1/4" ALUMINUM COPY (PAINTED WHITE),
STUD MOUNTED 1" OFF SIGN FACE
(BARMENO FONT) "WEST PARK"
STONE VENEER WALL (IN FRONT)
CONCRETE FOUNDATION
12" FLAT CUT (1/4" ALUMINUM) 1"
STAND-OFF STUD MOUNTED
GRAPHICS/WHITE
6"
7-3/8" & 5-1/2" H APPLIED VINYL
GRAPHICS/WHITE
FABRICATED ALUMINUM FRONT SIGN
CABINET TO HAVE GREEN PAINT FINISH
COLOR GUIDE:
GREEN - (P1) PMS 364
WHITE - (P2) SC-901
FRONT ELEVATION
13'-6"
NOTES:
1. REMOVABLE ACCESS PANELS
IN BACK.
1
CS504
FRONT ELEVATION - CONTRUCTION
2'-0" 11'-3" 2'-3"5'-8"7'-134"7'-10"1'-0" 13'-0"
14'-0"
13'-6"
6" 6"
BACK CABINET FABRICATED FROM 1"
ALUMINUM TUBING
MAIN CABINET FABRICATED FROM 1-1/2"
ALUMINUM TUBING
POST GUIDES FROM 1" ALUMINUM ANGLE
4" SQUARE STEEL TUBE SUPPORTS
VERTICAL SUPPORTS TO MATCH
FRAMEWORK TUBING
GUSSETS AS NECESSARY
CONCRETE FOUNDATION
DROP-IN "WEDGE" STYLE ANCHOR BOLTS1'-0"8"PLAN - CONTRUCTION
10-1/2"
1-3/4"10-1/2"1-3/4"4" SQUARE (.25" WALL) STEEL TUBE
SUPPORT
1-1/4" X 1/2" STEEL GUSSETS
1-1/4" DIA. BOLT BOLT HOLES TO
ACCOMMODATE 1" ANCHOR BOLTS
3/4" THICK STEEL FLANGE PLATE
FLANGE PLATE DETAIL
WATER SOURCE
BLOCK
2
CS505
STONE MAINTENANCE STRIP TYPE 'A' - NORTH OF BRIDGE
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
WATERFALL SIDE 6"MINAGGREGATE, RE: SPECS
ENGINEERED BACKFILL, RE:
RETAINING WALL SECTIONS
ON SHEET CS5083" MINDEPTHSWALEIMPERMEABLE LINER, RE:
SPECS - TERMINATE 2"
BELOW FINISHED GRADE
SWALE WIDTH VARIES,
2'-5" TO 5'-0"
RE: LAYOUT PLANS WATER SOURCE
BLOCK
2
CS505
STONE MAINTENANCE STRIP TYPE 'B' - SOUTH OF BRIDGE
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
WATERFALL SIDE 6"MINAGGREGATE, RE: SPECS
UNDERDRAIN PIPE,
RE: UTILITY PLANS
ENGINEERED BACKFILL, RE:
RETAINING WALL SECTIONS
ON SHEET CS5083" MINDEPTHSWALEIMPERMEABLE LINER, RE:
SPECS - TERMINATE 2"
BELOW FINISHED GRADE
2"4"
SWALE WIDTH VARIES,
2'-5" TO 5'-0"
RE: LAYOUT PLANS 12" MINOVERLAP12" MIN
OVERLAP
PLAN
SECTION
NOTE:
1. INSTALL EDGER IN
LOCATIONS SHOWN
ON DRAWINGS.
16" TAPERED
STEEL STAKES
AT ALL POINTS
OF OVERLAP AND
3'-0" O.C.
3/16" X 4" DEPTH STEEL
EDGER. INSTALL IN
VERTICAL POSITION WITH
TOP OF EDGE FLUSH W/
GROUND SURFACE. ALL
HORIZONTAL & VERTICAL
CURVES SHALL BE
SMOOTH EVEN LINES W/
NO ABRUPT TRANSITIONS
SITE DETAILS
11640
CS503
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/2"=1'-0"
ENTRY SIGN1
NOTE: ENTRY SIGN DETAIL PROVIDED BY CARMEL CLAY PARKS AND RECREATION.
SCALE: 3/8"=1'-0"
STONE MAINTENANCE STRIP 2 SCALE: 3/8"=1'-0"
ALUMINUM EDGE RESTRAINT3
11/06/20
NOTES:
1. HANDRAIL SLOPE SHALL MATCH SLOPE OF ADJACENT WALKWAY.
2. CONTRACTOR SHALL GRIND AND SMOOTH EDGES TO MINIMIZE BURRS AND POINTS. ALL OPEN ENDED TUBES TO BE CAP WELDED.
3. ALL MATERIAL DIMENSIONS ARE INTENDED TO PROVIDE DESIGN INTENT. CONTRACTOR TO PROVIDE ENGINEER SIGNED AND
SEALED SHOP DRAWINGS WITH ACTUAL DIMENSIONS FOR APPROVAL PRIOR TO CONSTRUCTION.
4. ALL STEEL COMPONENTS, ANCHORS, MECHANICAL FASTENERS, ETC. SHALL BE HOT-DIP GALVANIZED, UNLESS OTHERWISE NOTED.
SECTION INTERIOR ELEVATION
4'-0" O.C.42"42"3.5" MAXVARIESVARIES, 3.5" MAXEQUALLY SPACED, 3.5" MAX
MATCH GUARDRAIL AT
PLAYGROUND BRIDGE -
UNTREATED FSC 100% CUMARU
HARDWOOD, 7.6"x1.9" (WxH);
PROVIDE RADIUS AT CORNERS
AND SMOOTH SURFACE FINISH
WITH NO BURRS OR SPLINTERS;
FASTEN BENEATH
1-1/2" SQUARE STEEL TUBE, WELD TO
STEEL PLATE
STEEL PLATE WITH
MECHANICAL FASTENERS
POWDER COATED STEEL
TUBE, WELD TO STEEL POST
POWDER COATED 3/8" ROUND ROD
POWDER COATED STEEL TUBE
1-1/2" SQUARE STEEL TUBE
STEEL PLATE
STEEL PLATE
MATCH HANDRAIL AT
PLAYGROUND BRIDGE -
UNTREATED FSC 100% CUMARU
HARDWOOD, 7.6"x1.9" (WxH);
PROVIDE RADIUS AT CORNERS
AND SMOOTH SURFACE FINISH
WITH NO BURRS OR SPLINTERS;
FASTEN BENEATH
L-BRACKET WITH MECHANICAL
FASTENERS (ALL FOUR
CORNERS OF PANEL)
L-BRACKET WITH MECHANICAL
FASTENERS (ALL FOUR CORNERS OF
PANEL)
4" MIN. BETWEEN PLATE
AND THICKENED EDGE OR
EDGE OF WALL GUARDRAIL TERMINUS
WRAP WOOD TOP
RAIL OVER END AND
MITER THE CORNER
BUTT THE RAIL
BELOW WITH A
1/4" GAP1'-0"1'-0" DIA. 2'-0" MIN 1'-8"1/2"1" MIN. 4" 7" 2"4"1"
2.5"2.5"3" MINCOVERSTAINLESS STEEL DOWEL, 3/8" X 4", EPOXY
SET. 2 PER CAPSTONE
1/2" MORTAR SETTING BED
LIMESTONE CAP WITH CONTINUOUS DRIP
EDGE, SEE PLANS FOR JOINTING
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 FULL WIDTH
OF WALL AT BOTH ENDS
· INTERLOCKING VENEER ON CORNERS
FINISHED GRADE, SURFACE VARIES: SEE
GRADING
VENEER LEDGE, SLOPE TO DRAIN
SITE BACKFILL
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
NOTES:
1. SUBMIT SHOP DRAWING FOR CAPSTONE FOR
ARCHITECT/ENGINEER'S APPROVAL PRIOR TO INSTALLATION.
2. WALLS MAY BE LINEAR OR RADIAL, AS SHOWN IN PLANS.
CAPSTONES OF RADIAL WALLS SHALL BE RADIAL.
3. MAXIMUM 4'-0" LONG CAP SECTIONS, EQUALLY SPACED.
1'-9"
1"4" 2"
#4 CONT. @ 12' O.C. TOP & BOTTOM
#3 STIRRUPS @ 12' O.C.
#4 REBAR @ 12"
O.C. EACH WAY
3.75"MAX4'-0"3'-0" MIN, TYP1'-4"
TYP6" MIN, TYP2" MIN3"x3" SQUARE TUBE POSTS
WOVEN WIRE PANEL, 3"x3"
WELDED, 2-3/4 GAUGE 2"x2" SQUARE TUBE POSTS
4"x4" SQUARE TUBE POSTS.
CLOSED CAP ON TOP OF
POSTS. MECHANICALLY
FASTEN ADJACENT PANELS.
NOTES:
1. CONTRACTOR TO PROVIDED ENGINEER SIGNED AND SEALED SHOP DRAWINGS WITH MATERIALS
AND DIMENSIONS FOR APPROVAL BY PROJECT MANAGER.
2. ALL SHARP EDGES AND WELDS SHALL BE GROUND TO A SMOOTH , SAFE FINISH, MATERIAL.
3. CONTRACTOR SHALL COORDINATE FABRICATION OF RAILING AND CONNECTION FOR APPROVAL BY
PROJECT MANAGER PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO CONSTRUCT ALL RAILINGS IN ACCORDANCE WITH ALL APPLICABLE CODES AND
STANDARDS.
5. WOVEN WIRE PANEL, POSTS AND RAILS TO BE POWDERCOATED GLOSS BLACK TO MATCH THE
BRIDGE. GALVANIZE PRIOR TO POWDERCOATING.
6. CONTRACTOR TO PROVIDE A 2'-6" WIDE, LOCKABLE SWING GATE PANEL ON EACH SIDE OF THE
BRIDGE TO MATCH FENCE. LOCATIONS AS SHOWN ON PLANS.
12" DIA. CONCRETE
FOUNDATION.
PLACE TO FROST
DEPTH FROM
DOWNHILL SIDE
SLOPE PER GRADING
EMBEDMENT
PER
FABRICATOR
BRIDGE -
DECORATIVE
GUARDRAIL PANEL
AND BRIDGE
STRUCTURE
BRIDGE ABUTMENT
AND ROBINIA POST
BASE CONNECTION,
RE: STRUCTURAL
1
CS512
CONCRETE
PAVEMENT8
CS500
GUARDRAIL 4
CS504
ROBINIA POST GRASSES,
10' HEIGHT FROM
FINISHED GRADE, 8"-12"
MIN. DIAMETER AT BASE
6
CS506
3.5" MAX 3.5" MAX
1/2" GAP BETWEEN
BASE OF ROBINIA
POST AND
FINISHED GRADE
ACCESSIBLE COMPANION
SEATING AREA, MINIMUM 36" WIDE
X 48" DEEP, VERIFY OVERALL
LENGTH OF CONCRETE PAD PER
FINAL BENCH SELECTION
6"
10'-0"
5'-10"
VERIFY PER FINAL OWNER SELECTION
6"4'-0"BENCH - OWNER FURNISHED,
CONTRACTOR INSTALLED
CONCRETE PAVEMENT 8
CS500
SITE DETAILS
11640
CS504
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1"=1'-0"
GUARDRAIL 4
SCALE: 3/4"=1'-0"
STONE VENEER WALL 1 SCALE: 1/2"=1'-0"
WIRE MESH FENCE2
SCALE: 1"=1'-0"
BRIDGE GUARDRAIL TRANSITION5
SCALE: 1/2"=1'-0"
COMPANION SEATING ENLARGEMENT3
NTS
DECORATIVE CONCRETE PAVEMENT PATTERN6
BASIS OF DESIGN - CATTAIL MARSH PROPOSED CONCRETE SURFACE
11/06/20
+/- 914.25 (SEE GRADING)
TOP OF PAVEMENT 913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
WATER PUMP AT
GUARDRAIL
GUARDRAIL
CONCRETE
PAVEMENT
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
2
CS505
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
+/- 913.00 (SEE GRADING)
TOP OF PAVEMENT
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
+/- 914.25 (SEE GRADING)
TOP OF PAVEMENT913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
2
CS505
913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
2
CS505
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
4
CS504
NOTES:
1. DRAWINGS SHOW DESIGN INTENT. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FROM WATER
PUMPS TO THE WATER SOURCE STONES. PROVIDE 1% MINIMUM
LONGITUDINAL SLOPE ON WATER TROUGHS.
3. PRODUCT BASIS OF DESIGN:
a. MANUFACTURER: GORIC
b. MODEL #:
· SMALL WATER TROUGH: 0-33250-000
· MEDIUM WATER TROUGH: 0-33252-000
· LARGER WATER TROUGH: 0-33254-000
· WATER PUMP: 0-33131-001
· NOTE: NOTED WATER TROUGHS SHALL HAVE
EXTENDED POSTS AS NECESSARY TO
ACCOMMODATE GRADES. WATER PUMPS TO HAVE
AN EXTENDED WATER SPOUT TO EXTEND BEYOND
THE GUARDRAIL.
c. GORIC PRODUCT REPRESENTATIVE:
· CONTACT: RYAN TOMPKINS
· WEBSITE: WWW.GORIC.COM
· EMAIL: RYAN@GORIC.COM
· PHONE: 617.744.0772
MEDIUM WATER
TROUGH W/
EXTENDED POSTS
LARGE WATER
TROUGH W/
EXTENDED POSTS
LARGE WATER
TROUGH
LARGE WATER
TROUGH W/
EXTENDED POSTS
SMALL WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH
LARGE WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH
WATER SOURCE TROUGH & PUMP SYSTEM #3 (ADA ACCESSIBLE)
WATER SOURCE TROUGH & PUMP SYSTEM #2
WATER SOURCE TROUGH & PUMP SYSTEM #1
WATER PUMP AT GUARDRAIL,
WATER PUMP WHEEL FLIPPED
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
WATER PUMP AT
GUARDRAIL
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
WATERFALL SIDE
WATERFALL SIDE
WATERFALL SIDE
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
HILLSIDE
SIDE 3'-0" MIN3'-0" MIN3'-0" MINSTONE
MAINTENANCE
STRIP
HILLSIDE
SIDE
STONE
MAINTENANCE
STRIP
HILLSIDE
SIDE
STONE
MAINTENANCE
STRIP
2
CS503
9
CS506
6" MINTOPSOIL6" MINTOPSOIL6" MINTOPSOIL2
CS503
2
CS503
9
CS506
9
CS506
STONE BLOCK
PLAN
CL
CL
2"
MIN5.00'3.00'
BOWL SHAPE
SAWN INTO TOP
OF BLOCK,
SMOOTHED
FOUNTAIN PIPING
WITH ALUMINUM
DIFFUSER
NOTES:
1. WATER SOURCES BLOCK SIZES
INDICATED ARE APPROXIMATE, +/-1".
2. LIMESTONE BLOCKS SHALL BE
STANDARD GRADE, FULL COLOR BLEND,
AS APPROVED BY INDIANA LIMESTONE
COMPANY, OR APPROVED EQUAL.
3. CONTRACTOR TO SUBMIT BLOCK
SAMPLES SHOWING FULL COLOR RANGE
OF MATERIALS.
4. BLOCKS SHALL BE SET LEVEL.
5. DRAWINGS SHOW DESIGN INTENT.
CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR APPROVAL.
6. WATERFALL SIDE OF BLOCKS SHALL BE
1" LOWER THAN HILLSIDE SIDE, 1/CS505.
8" 8"6"93
4" 93
4"
20"6" VARIES,12" MAXRE: PLANS13
CS500
WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
TRENCH DRAIN NOTES:
1. INSTALL TRENCH GRATE AND
FRAME PER MANUFACTURER'S
RECOMMENDATIONS.
2. PROVIDE SHOP DRAWINGS OF
TRENCH DRAIN FOR APPROVAL
PRIOR TO CONSTRUCTION.
3. NOTCH SIZE FOR FRAME IN C.I.P.
CONCRETE TRENCH DRAIN TO BE
COORDINATED WITH TRENCH
GRATE MANUFACTURER.1'-0"1'-0"
1
1
CONCRETE PAVEMENT,
PROVIDE THICKENED
EDGE A BACK OF CURB
ISOLATION (EXPANSION) JOINT
WITH 1/2" DIA X 12" LONG
SMOOTH STEEL DOWEL AT 24"
O.C., SLEEVE ONE END
20" WIDE TRENCH DRAIN - SECTION AT
CONCRETE PAVEMENT
20" WIDE TRENCH DRAIN - SECTION AT
RUBBER PLAY SURFACING
8
CS500 POURED-IN-PLACE RUBBER
SURFACE
1
CS506
30" WIDE TRENCH DRAIN - SECTION AT SPRAYGROUND
8" 8"6"93
4" 93
4"
30"VARIES,12" MAXRE: PLANSWWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
18" CA-7
GRANULAR
DRAINAGE
COURSE IN 6"
LIFTS
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
1'-0"
1
1
COLD JOINT, RE:
SPRAYGROUND
SEE SPRAYGROUND SHEETS
FOR ADJACENT PAVEMENT
SYNKO-FLEX WATERSTOP
BY HENRY CO.
#4 @ 12" E.W. TOP
8"4"5"6" 6"4"5/8" DOWEL AT
1'-0" O.C. W/
SLEEVE AT ONE
END, 24" O.C.
13
CS500
HEAVY DUTY
CONCRETE PAVEMENT,
PROVIDE THICKENED
EDGE A BACK OF CURB
ISOLATION (EXPANSION)
JOINT WITH 6" SMOOTH
STEEL DOWEL AT 36"
O.C., SLEEVE ONE END
9
CS500
1'-0"1'-0"
1
1
6"6" WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
6" 6"
8"
8" WIDE TRENCH DRAIN - SECTION AT CONCRETE PAVEMENT
DEPTH VARIES, SEE
UTILITY PLANS
LIGHT DUTY ASPHALT
PAVEMENT
10
CS500
6" 6" WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
6" 6"
10"
10" WIDE TRENCH DRAIN - SECTION AT ASPHALT PAVEMENT
DEPTH VARIES, SEE
UTILITY PLANS1'-6" SECTION
BOWL SHAPE IN TOP
OF BLOCK
DRILL HOLE TO
ACCOMMODATE PIPE
STONE BLOCK
2'-8" EQ.EQ. 1'-11"2'-0"1'-6"WATER SOURCE PIPE,
SEE ARCHITECTURAL
DRAWINGS FOR PIPE
SIZE AND TYPE1'-0"ADHERE BLOCK TO
CONCRETE WITH PEG,
MORTAR OR THINSET
WATERFALL SIDE
SHALL BE 1/2" TO 1"
LOWER THAN
HILLSIDE SIDE
WATERFALL
SIDE
HILLSIDE SIDE
ALUMINUM DIFFUSER
SITE DETAILS
11640
CS505
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 3/8"=1'-0"
WATER SOURCE SECTION1
SCALE: 3/8"=1'-0"
WATER SOURCE BLOCK 2 SCALE: 1"=1'-0"
TRENCH DRAIN3
11/06/20
6" VARIES3:1 MAX. SLOPE
POURED-IN-PLACE RUBBER
SURFACE, 1/CS506
#8 COMPACTED STONE BASE
WITH GEOTEXTILE ON TOP
COMPACTED
SUBGRADE
3
1
FALL
ZONE 1
FALL
ZONE 2
6"VARIES,SEE NOTE 1WEARING COURSE TOP COAT,
INSTALL PER MANUFACTURER'S
REQUIREMENTS
IMPACT COURSE
INSTALL PER MANUFACTURER'S
REQUIREMENTS, THICKNESS PER ASTM
STANDARDS.
#8 COMPACTED STONE BASE
WITH GEOTEXTILE ON TOP
1. CRITICAL FALL HEIGHTS TO DETERMINE THICKNESS OF PLAY SURFACING. THICKNESS TO BE PER
MANUFACTURER'S SPECIFICATIONS AND ASTM.
2. SUBBASE SHOWN FOR DESIGN INTENT OF SYSTEM ONLY. SUBBASE DEPTH, AGGREGATE
GRADATION, GEOTEXTILE LAYERS AND COMPACTION REQUIREMENTS SHALL BE PROVIDED PER
RUBBER SURFACE MANUFACTURER'S REQUIREMENTS.
NOTES:
COMPACTED SUBGRADE 1'-6"1
CS506 8" TYP. 6" 1" RADIUS, TYP.
COMPACTED SUBGRADE
SURFACE VARIES;
FINISH GRADE OF
TURF TO BE 1" BELOW
TOP OF CURB 3" MIN 3" MIN(2) #4 BARS
CONTINUOUS,
EPOXY COATED
POURED-IN-PLACE
RUBBER SURFACE NOTES:
1. ALL EXPOSED CONCRETE SHALL
RECEIVE LIGHT BROOM FINISH
2. PROVIDE FULL DEPTH EXPANSION
JOINT AT ALL CORNERS OR
MAXIMUM 60' O.C.
3. PROVIDE TOOLED CONTROL JOINTS
EVERY 10' O.C. PROVIDE EXPANSION
JOINTS AT 30' O.C. MIN.
4. 1" RADIUS BOTH EDGE, SMOOTH
TROWEL FINISH.
INDOT DENSE GRADED
SUBBASE NO. 53
FLUSH
CONCRETE
EDGER
CL
3"
#4 VERT BAR
AT 18" O.C.
1
CS506 POURED-IN-PLACE
RUBBER SURFACE
COMPACTED SUBGRADE
8
CS500CONCRETE PAVEMENT
FLUSH
18"12"
8" MIN TOP & BOTTOM 8" MIN TOP & BOTTOM
8°0' MAX ANY DIRECTION
ROBINIA POST
ADJACENT CONDITIONS, SEE
LAYOUT FOR MORE INFORMATION
CONCRETE FOUNDATION
(4) 10" #3 REBAR AT 90 DEGREES TO EACH
OTHER - PREDRILLED AND DRIVEN
HALFWAY THROUGH LOG (MIN)
UNDISTURBED SOIL
NOTES:
1. SEE SPECIFICATION SECTION 323300
FOR ADDITIONAL PRODUCT AND FINISH
REQUIREMENTS.
2. CONTRACTOR SHALL STAKE ROBINIA
POST LAYOUT IN FIELD FOR APPROVAL
BY ARCHITECT PRIOR TO INSTALLATION.
2'-0" DIA.
MIN.36" MIN OR 1/3 OF POSTHEIGHT, WHICHEVER ISGREATERILLUSTRATIVE IMAGE SECTION6"FOUNDATION BY
MANUFACTURER
INDOT CLASS B
NO. 8
EMBANKMENT
COBBLE
12' HEIGHT EMBANKMENT
SLIDE W/ TRANSFER STATION
913.33
TOP OF SLIDE
903.00
BOTTOM OF SLIDE
12' HEIGHT EMBANKMENT SLIDE SECTION
1.6:1
SL
O
P
E
8 INCH CONCRETE
EDGER, 3/CS506
8 INCH CONCRETE
EDGER, 3/CS506
6"1'-6"1.50'
1
CS506
POURED-IN-PLACE
RUBBER SURFACE
2"4"EQ EQ
1'-0"
4" PERFORATED
PIPE, RE: SPECS
#8 COMPACTED
STONE BASE
NON-WOVEN FILTER
FABRIC, 12" MIN LAP AT
SUBGRADE LEVEL
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND
LAYOUT OF THE UNDERDRAIN SYSTEM FOR THE
POURED-IN-PLACE RUBBER SURFACE.
WATER PUMP W/
EXTENDED WATER SPOUT
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
2'-0"
2'-0"
WATER TROUGH
WATER TROUGH
4"
4"
6"
41
2"
WATER PUMP AT STAIRS
ACCESSIBLE WATER PUMP
WATER PUMP W/
EXTENDED WATER SPOUT
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
PLAYGROUND DETAILS
11640
CS506
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: NTS
POURED-IN-PLACE SURFACE DEPTH TRANSITION2SCALE: NTS
POURED-IN-PLACE RUBBER SURFACE 1 SCALE: 1"=1'-0"
8 INCH CONCRETE EDGER3
SCALE: NTS
PIP TO CONCRETE PAVING TRANSITION 4 SCALE: 1/2"=1'-0"
ROBINIA POST GRASSES6
SCALE: NTS
12' HEIGHT EMBANKMENT SLIDE - BID ALT #17 SCALE: 1"=1'-0"
PIP UNDERDRAIN 8 SCALE: 1"=1'-0"
WATER PUMP AT GUARDRAIL 9
11/06/20
ADJACENT STAIR
SEALED EXPANSION JOINT AT
ADJACENT STAIR OR WALL
1" CHAMFER (TYP.)
8"
UNLESS
OTHERWISE NOTED
# 5 HORIZONTAL BAR AT
12" O.C.
#5 VERT BAR AT 12" O.C.
HANDRAIL
4"VARIES, RE: GRADING
36" MIN1-1/2" DIA. POWDERCOATED
STEEL PIPE
EDGE OF STAIRS
1.5"Ø NOMINAL (1.9" O.D.), SCHEDULE
40 STEEL PIPE RAIL; PRIME AND PAINT
BLACK PER SPECIFICATION
(4) ANCHOR BOLTS OR
CONCRETE SCREW
ANCHORS314"4 1
4" Ø X 1/4" THICK BASE
PLATE 434"3" MIN5" MAX(4) ANCHOR BOLTS414"STEEL HANDRAIL POST
STEEL MOUNTING PLATE
HANDRAIL ATTACHMENT PLAN
HANDRAIL SECTION 3'-0"9"112"11
2"
HANDRAIL MOUNTING
BRACKET FOR ROUND
PIPE ATTACHMENT, TYP
NOTES:
1. ALL MATERIAL DIMENSIONS ARE INTENDED TO PROVIDE DESIGN INTENT.
CONTRACTOR TO PROVIDE ENGINEER SIGNED AND SEALED SHOP
DRAWINGS WITH ACTUAL DIMENSIONS FOR APPROVAL PRIOR TO
CONSTRUCTION.
C S507
4
43
4"
TYP1'-0"
T YP
3 '-4 "
HANDRAIL
SURFACE MOUNT
2
CS507
CHEEK WALL1
CS507
C S507
4
SECTION
THROUGH
STAIRS
GUARDRAIL
ELEVATION
THICKENED EDGE
CONCRETE
PAVEMENT
14
CS500 6"1'-0"
#4 REBAR AT 12" O.C.
VERTICAL #4 REBAR
WITH STANDARD
HOOK AT 12" O.C.
#4 REBAR AT 12" O.C.
BOTH DIRECTIONS
INDOT DENSE
GRADED SUBBASE
NO.53
CHEEK WALL
3'-0"MINCONCRETE PAVEMENT
EXPANSION JOINT WITH 1/2" DIA. x 12"
LONG SMOOTH DOWEL @ 12" O.C.,
SLEEVE ONE END, TYP.
1'-0"8"GUARDRAIL 4
CS504
3.5" MAXCONCRETE STEPS, LIGHT BROOM FINISH
ON TREADS. SEE GRADING AND LAYOUT
FOR MORE INFORMATION3'-0" STEPNOSING TO TOPOF HANDRIALSLIP SLEEVE JOINT
8"6" 1'-0"
1'-0"
HANDRAIL
SECTION THROUGH STAIRS
1
CS507
2
CS507
1'-0"
#4 REBAR @ 12" O.C.
CONT #4
REBAR, TYP
36" MIN#4 @ 12" O.C.
EACH WAY
EXPANSION JOINT 7"1/2" RADIUS NOSE, TYP.1'-6"3.5" MAX3.5" MAX
CHEEK WALL
GUARDRAIL 4
CS504
HEAVY DUTY
CONCRETE PAVEMENT
CONCRETE PAVEMENT8
CS500
9
CS500
GUARDRAIL ELEVATION
1
CS507EXPANSION JOINT WITH 1/2"
DIA. X 12" LONG SMOOTH
DOWELS AT 12" O.C.,
SLEEVE ONE END, TYP.8"5"7"8"WRAP WOOD TOP RAIL OVER END
AND MITER TOP CORNER. BUTT THE
RAIL AT BOTTOM WITH A 1/4" GAP
R 2
'
,
T
YP
.4"DROP3/4"DROP1'-0"3'-0" 1'-0" 1'-6"3/4"DROP2'-0" R2'-0"R1'
-
6
"
V A RIES
R E: PLAN
S4"
DROP4'-1
0
"1'-0"2'-0"4'-8"4'-6"
1'
-
6
"
4'
-
0
"
SLOPE SLOPE
RIPRAP OVER GEOTEXTILE
FABRIC, SEE PLANS FOR TYPE
GEOTEXTILE FABRIC
SPILLWAY TERMINUS - SECTION
RIPRAP - ROUNDED
COBBLE
CONCRETE SPILLWAY
SPILLWAY TERMINUS - PLAN
TAPER CURB TO ZERO HEIGHT
OVER RADIUS
CONTROL JOINT AT
TANGENT POINT, TYP.
CURB & GUTTER
LIGHT BROOM FINISH
SPILLWAY TERMINUS
RIPRAP - ROUNDED COBBLE
TOP OF RIPRAP LOWER THAN
EDGE OF CONCRETE
TAPER CURB TO ZERO HEIGHT
OVER RADIUS
CONTROL JOINT AT
TANGENT POINT, TYP.
CURB & GUTTER
LIGHT
BROOM
FINISH
SPILLWAY
TERMINUS
RIPRAP - ROUNDED COBBLE
TOP OF RIPRAP LOWER THAN
EDGE OF CONCRETE
TYPICAL SPILLWAY - PLAN
ANGLED SPILLWAY - PLAN
VARIES
RE: PLANS
REFER CONNECTOR ROAD
PLAN AND PROFILE SHEETS
FOR SPILLWAY WIDTH
SITE DETAILS
11640
CS507
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/2"=1'-0"
CHEEK WALL1
SCALE: 1-1/2"=1'-0"
HANDRAIL 2 SCALE: 1/2"=1'-0"
STAIRS AT WATER PUMPS - PLAN 3 SCALE: 1/2"=1'-0"
STAIRS AT WATER PUMPS - SECTIONS4
SCALE: 1/2"=1'-0"
CONCRETE SPILLWAY5
11/06/20
SPRAYGROUND PAD (VARIES)
EL 902.50'
CS509
6
TYP
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS.
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLANS
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC) FINISH, TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH.
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
4' - 2" BLOCK SIZES VARY2' - 3 3/4" VARIES
CS508
3
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
CS508
2
EPS BLOCKS INSTALLED FLUSH
WITH GRADE, TYP
1' - 7" VARIES
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
THE RETAINING WALL CLADDING IS PROPOSED AS CUSTOM DESIGN-BUILD ITEM.
DRAWINGS ILLUSTRATE THE DESIGN INTENT, CONTRACTOR SHALL PROVIDE
ENGINEERING AND FINAL DESIGN DRAWINGS.
A FULL SIZED MOCKUP OF A TYPICAL WALL SECTION (ROUGHLY 10'-0" T x 4'-0" W) WILL BE
BUILT ONSITE FOR REVIEW AND APPROVAL BY AE TEAM.
THE WALL CLADDING DESIGN AS SHOWN IS BASED ON THE FOLLOWING ASSUMPTIONS:
1. THE WALL CLADDING SUBSTRATE IS PROPOSED AS A SERIES OF EXPANDED
POLYSTYRENE (EPS) BLOCKS, EACH IS MACHINE MILLED TO A UNIQUE PROFILE TO
CREATE A CONTINUOUS FACETED SURFACE.
2. BLOCKS ARE LABELED AND ASSEMBLED ON SITE. RETAINING WALL IS TO BE FIELD
VERIFIED BEFORE PRODUCTION OF BLOCKS TO MINIMIZE FIELD CUTTING AND
PATCHING.
3. BLOCKS ARE FASTENED TO RETAINING WALL USING GALVANIZED THREADED ROD AT
24" O.C. IN EACH DIRECTION. RODS ARE EPOXIED INTO CONCRETE RETAINING WALL
AND CUT TO LENGTH. MECHANICAL FASTENERS ARE APPLIED TO FRONT FACE OF
BLOCKS.
4. GLASS FIBER REINFORCED CONCRETE IS SPRAY APPLIED TO EXTERIOR SURACE OF
EPS BLOCKS AND TROWELED WITH NO TROWEL MARKS REMAINING. FINISH COAT HAS
INTEGRAL COLOR PRE-MIXED INTO CONCRETE BEFORE APPLIED. COLOR TO BE
SELECTED BY AE TEAM. FINISH IS TO BE MONOCHROMATIC.
5. JOINT LINES BETWEEN FACETS ARE TO BE SLIGHTLY RADIUSED (1/2" TYPICAL).
INTENT IS FOR JOINT LINES BETWEEN FACETS TO BE LINEAR, ACCEPTABLE
TOLERANCE OF 1/2" OVER 36" OF LENGTH.
6. CONTROL JOINTS ARE TO BE ON SPECIFIC INTERVALS BASED ON MANUFACTURER'S
STANDARDS, AND SHOULD BE LOCATED ALONG JOINT LINES TO BE REVIEWED BY AE.
7. FINAL GFRC COAT IS TO RECEIVE SPRAY APPLIED WATER SEALANT.
GENERAL NOTES:
CS509 1
CS5094
(4) WATER SOURCE BLOCKS,
REFER TO 2/CS505
6
CS508
TYP
PREFABRICATED BRIDGE,
REFER TO CIVIL PLANS
WATER JET SPIGOTS TO BE INCORPORATED
IN WALL CLADDING, LOCATIONS AND
QUANTITY TO BE DETERMINED
7
CS508
Sim
4
CS5087
CS508
CS509
2
5
CS508
TYP
5
CS508
CS509
213' - 0" MAX HEIGHT3' - 0" VARIES WATER SOURCE BLOCK, REFER
TO 2/CS505
CS509
6
TYP
CS509
5
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLAN
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC FINISH), TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
CS508
2 Sim
SHEET APPLIED WATERPROOF
MEMBRANE, WRAP TOP OF FOOTING
SPRAYGROUND PAD (VARIES)
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
SPRAYGROUND PAD (VARIES)
EL 902.50'
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EPS BLOCK MINIMAL,
MECHANICALLY FASTENED TO
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLANS
GFRC SCRATCH COAT PARTIALLY APPLIED
DIRECTLY TO CONCRETE RETAINING WALL
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
SPRAYGROUND PAD (VARIES)
EL 902.50'
GUARDRAIL, 4/ CS504
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC) FINISH, TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
6" TYP 6" TYP
UPPER CONCRETE SLAB,
REFER TO LAYOUT AND
MATERIAL PLANS C101-C103
CS509
6 TYP
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
8" MIN
GALVANIZED THREADED ROD,
EPOXIED INTO CONCRETE
RETAINING WALL, 8" EMBED8" MINCAST IN PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS.
EPS PRE-DRILLED WITH
ROD LOCATIONS
NOTE: ANCHORS IN TOP OF
WALL SHOULD BE OFFSET
AND NO CLOSER THAN 8" TO
ANCHORS IN FACE OF WALL.
SPRAYGROUND PAD (VARIES)
EL 902.50'
EPS INSTALLED FLUSH WITH
CONCRETE SPRAYGROUND
SURFACE
3/4"SILICONE SEALANT
AND BACKER ROD
SPRAYGROUND PAD
ELEVATION VARIES, REFER
TO GRADING PLANS
SHEET NUMBER
PROJECT NUMBER
DRAWING TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroupjjr.com
SCALE
WEST PARK:
THE CORE
3030 W. 116TH STREET
CARMEL, IN 46032
OWNER:
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% CONSTRUCTION DOCUMENTS 06/19/2020
ISSUED FOR BID 07/14/2020
As indicated
RETAINING WALL
CLADDING -PLAN AND
SECTIONS
CS508
11640.000
SCALE: 1/2" = 1'-0"6 TYP WALL SECTION
SCALE: 1/8" = 1'-0"1 RETAINING WALL - OVERALL PLAN
SCALE: 1/2" = 1'-0"7 TYP WALL SECTION - WATERFALL
SCALE: 1/2" = 1'-0"4 TYP WALL SECTION - END
SCALE: 1/2" = 1'-0"5 TYP WALL SECTION - RAILING
SCALE: 1 1/2" = 1'-0"3 TYP DETAIL OF THREADED ROD ANCHOR
SCALE: 1 1/2" = 1'-0"2 TYP DETAIL AT SPRAYGROUND PAD
11/06/20
SPRAYGROUND PAD (VARIES)
EL 902.50'
TYP TOP OF WALL
EL 912.00'
6
CS508
PREFABRICATED BRIDGE,
REFER TO 1 /CS512
APPROXIMATE LOCATION OF
(4) WATER FEATURES WITH
ACTIVE WATER OVER WALL
CLADDING
(10) WATER JET SPIGOTS AND
ASSOCIATED PIPING TO BE
INCORPORATED IN WALL CLADDING,
LOCATIONS TO BE DETERMINED,
REFER TO SHEET AS1.1
7
CS508
101' - 0"
7
CS508
Sim
SPRAYGROUND SLAB SLOPES
AT ROUGHLY 1 DEGREE,
REFER TO GRADING PLANS
EMBEDDED STAINLESS STEEL DRIP
EDGE AT (3) WATER FEATURE
LOCATIONS. REFER TO 5 / CS509
SPRAYGROUND PAD (VARIES)
EL 902.50'
TYP TOP OF WALL
EL 912.00'
PREFABRICATED BRIDGE,
REFER TO 1 /CS512
5
CS508
TYP
32' - 9"
STEEL AND WOOD GUARDRAIL,
REFER TO DRAWING 4/ CS504
SPRAYGROUND SLAB SLOPES
AT ROUGHLY 1 DEGREE,
REFER TO GRADING PLANS
SPRAYGROUND PAD (VARIES)
EL 902.50'
TYP TOP OF WALL
EL 912.00'
PREFABRICATED BRIDGE,
REFER TO 1 /CS512 APPROXIMATE LOCATION OF
(4) WATER FEATURES WITH
ACTIVE WATER OVER WALL
CLADDING
APPROXIMATE LINE OF SITE
GRADING, REFER TO SHEET CG402
6
CS508
TYP
APPROXIMATE LINE OF SITE
GRADING, REFER TO SHEET CG402
20' - 0" 12' - 6" 55' - 3"
4
CS508
TYP
4
CS508
TYP
5
CS508
TYP
STEEL AND WOOD GUARDRAIL,
REFER TO DRAWING 4/ CS504 CS508
7 Sim
SPRAYGROUND SLAB SLOPES
AT ROUGHLY 1 DEGREE,
REFER TO GRADING PLANS
EMBEDDED STAINLESS STEEL DRIP
EDGE AT (3) WATER FEATURE
LOCATIONS. REFER TO 5 / CS509
EMBEDDED CONTINUOUS STAINLESS
STEEL DRIP EDGE FOR WATERFALL
FEATURE, MECHANICALLY ANCHORED
AFTER GFRC SKIM COAT
1/2" GFRC SKIM COAT
1-1/2" GFRC FINISH COAT
WITH INTEGRAL COLOR98° VARIES202° VARIESGALVANIZED THREADED ROD,
EPOXIED INTO CONCRETE
RETAINING WALL, 8" EMBED
EPS PRE-DRILLED AND
COUNTERSUNK WITH
ROD LOCATIONS
GALVANIZED MACHINE
WASHERS AND LOCKNUTS
1/2" GFRC SKIM COAT
1-1/2" GRC FINISH COAT WITH
INTEGRAL COLOR
SHEET NUMBER
PROJECT NUMBER
DRAWING TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroupjjr.com
SCALE
WEST PARK:
THE CORE
3030 W. 116TH STREET
CARMEL, IN 46032
OWNER:
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% CONSTRUCTION DOCUMENTS 06/19/2020
ISSUED FOR BID 07/14/2020
As indicated
RETAINING WALL
CLADDING -
ELEVATIONS
CS509
11640.000SCALE: 1/4" = 1'-0"1 ELEVATION - RETAINING WALL CLADDING WEST
SCALE:3 AXON - OVERALL
SCALE: 1/4" = 1'-0"4 ELEVATION - RETAINING WALL CLADDING EAST
SCALE: 1/4" = 1'-0"2 ELEVATION - RETAINING WALL CLADDING SOUTH
SCALE: 1 1/2" = 1'-0"5 DETAIL THROUGH WATER EDGE
SCALE:1 1/2" = 1'-0"6 TYP FACET ANGLE DETAIL
11/06/20
TOP OF WALL
ELEVATION - 904.00
FINISHED GRADE
ELEVATION VARIES,
SEE GRADING PLANS
SPRING LINE OF CULVERT
ELEVATION - 897.2'
BOTTOM OF FOOTING
ELEVATION -891.38" MIN.VARIESWATERPROOF CIP VERTICAL WALL (N.S)
GEOCOMPOSITE DRAINAGE MAT
(BEHIND ARCH PIPE CULVERT)
GEOCOMPOSITE DRAINAGE MAT OUTLET TO CULVERT
(BEHIND ARCH PIPE CULVERT) (CORE INTO RCP
REQUIRED WITH WATER MANAGEMENT BOOT)5'-0"CULVERT HEIGHTWALL THICKNESS
PER MANUFACTURER
WALL THICKNESS
PER MANUFACTURER
ENGINEERED FILL
60"' x 72" ELLIPTICAL
CULVERT CENTER LINE
COMPACTED SUBGRADE
0"TYP.3" CLRTYP.INDOT DENSE GRADED
SUBBASE NO. 53
################################,
#/CS500
VARIES
SEE LAYOUT AND GRADING PLANS
1'-3"6" 6"
TYP.
6"
TYP.
4'-6" 1'-4" 7'-2"
2-1/2" CLR
TYP.
# 4 BAR @ 12" O.C.
# 8 VERTICAL @ 12" O.C.
# 5 HORIZONTAL BAR @ 12" O.C.
INVERT OF CULVERT
ELEVATION - 894.7'
3" CLEAR STONE - FILL
IN PIPE TO
SPRINGLINE/UNNAMED
TRIBUTARY INVERT,
THEN PROFILE WITH
TOPSOIL AND FLOOD
TO CONSOLIDATE
1'-0"
MAR MAC MACWRAP
REQUIRED AT EACH PIPE
JOINT
TOPSOIL
CAST-IN-PLACE
CONCRETE WALL
FINISHED GRADE
WOODEN GUARDRAIL 1/CS501
FILTER FABRIC, TYP. 2'-6"CULVERT OPENINGNOTES:
UPSTREAM PIPE INVERT = 894.8'
UPSTREAM FINISHED GRADE ELEVATION = 897.3'
DOWNSTREAM PIPE INVERT = 894.7'
DOWNSTREAM FINISHED GRADE ELEVATION = 897.2'
HORIZONTAL REVEAL,
2"X 3-1/2"X3/4"
RUSTICATION STRIP 5"312" 1'-6"
#4 VERTICAL @ 12" O.C.
#8 BAR @ 12" O.C. TOP & BOTTOM
DOWELS TO MATCH
VERTICAL WALL
REINFORCEMENT
2
CS510
PRECAST
CULVERT24" TYP#5 ADHESIVE DOWELS AT 12"
O.C. AROUND OPENING WITH
12" EMBED MIN., TYP.
MANUFACTURER OPTION TO
USE MECHANICAL
COUPLERS
HEADWALL, SEE DETAIL
1/CS510 FOR
REINFORCEMENT
#3 X 24" TALL STIRRUPS AT
12" O.C. AROUND OPENING
ADDITIONAL (4) #6 BARS
AROUND OPENING, SEE
DETAIL 3/CS510 FOR LAYOUT
HORIZONTAL BARS
TOP & BOTTOM OF
OPENING
45 DEGREE
DIAGONAL
BARS, TYP
CULVERT
OPENING
VERTICAL BARS
EACH SIDE OF
OPENING
NOTES:
1. ALL BARS TO EXTEND 30" MIN PAST CULVERT OPENING.
2. PROVIDE (4) #6 BARS AT ALL LOCATIONS.
HEADWALL SECTION
11640
CS510
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1" = 1'-0"
HEADWALL SECTION1
SCALE: 1" = 1'-0"
HEADWALL TO CULVERT CONNECTION DETAIL2
NTS
HEADWALL REINFORCEMENT LAYOUT AROUND CULVERT OPENING3
11/06/20
1
4
3
+/-57LF, SEE CS102
BOTTOM OF FOOTING
ELEVATION: 894.3'
BOTTOM OF FOOTING
ELEVATION: 891.8'
INVERT OF CULVERT
ELEVATION: 894.8'
FINISHED GRADE
ELEVATION: 897.3'
6
5 5"312" 3'-0" 2'-0" 1'-0"
7 3'-0"MIN3'-0"MIN+/-67 LF TOTAL, DIVIDE INTO (4) EQUAL STRAIGHT SEGMENTS, SEE CS102
CIP HEADWALL
TOP OF WALL ELEVATION 904.00
BOTTOM OF FOOTING
FINISHED GRADE, SEE GRADING PLAN, CG100
HORIZONTAL REVEAL, 3-1/2" (HEIGHT) X 3/4" (DEPTH)
RUSTICATION STRIP
VERTICAL REVEAL, 3/4" (WIDTH) X 3/4" (DEPTH)
RUSTICATION STRIP
38" (RISE) X 60" (SPAN) CLASS HE-II ELLIPTICAL
REINFORCED CONCRETE PIPE
1
2
3
4
1
4
3
NOTES:
1. SEE CS510 - HEADWALL SECTION FOR HEADWALL SECTIONS.
2. SEE CU102 - UTILITY PLAN FOR CULVERT LAYOUT AND
ELEVATIONS
3. RANDOMLY SPACE VERTICAL REVEALS BETWEEN 1'-3'.
PROVIDE SHOP DRAWINGS FOR REVIEW
4. VERTICAL AND HORIZONTAL REVEALS TO BE INCLUDED ON
BOTH SIDES OF WALL
5. CONCRETE FINISH ON EXPOSED SURFACES SHALL BE
SMOOTH TROWEL FINISH.
6. REFERENCE STRUCTURAL FOR TYPICAL STEPPED
FOUNDATION DETAIL.
2
BOTTOM OF FOOTING
ELEVATION: 894.2'
INVERT OF CULVERT
ELEVATION: 894.7'
FINISHED GRADE
ELEVATION: 897.2'
BOTTOM OF FOOTING
ELEVATION: 891.7'
5
6
5
6
3'-0" 2'-0" 1'-0"5"312" 7
7
EQ. EQ. EQ. EQ.3'-0"MIN3'-0"MINCIP HEADWALL
TOP OF WALL ELEVATION 904.00
BOTTOM OF FOOTING
FINISHED GRADE, SEE GRADING PLAN, CG100
HORIZONTAL REVEAL, 3-1/2" (HEIGHT) X 3/4" (DEPTH)
RUSTICATION STRIP
VERTICAL REVEAL, 3/4" (WIDTH) X 3/4" (DEPTH)
RUSTICATION STRIP
38" (RISE) X 60" (SPAN) CLASS HE-II ELLIPTICAL
REINFORCED CONCRETE PIPE
1
2
3
4
NOTES:
1. SEE CS510 - HEADWALL SECTION FOR HEADWALL SECTIONS.
2. SEE CU102 - UTILITY PLAN FOR CULVERT LAYOUT AND
ELEVATIONS
3. RANDOMLY SPACE VERTICAL REVEALS BETWEEN 1'-3'.
PROVIDE SHOP DRAWINGS FOR REVIEW
4. VERTICAL AND HORIZONTAL REVEALS TO BE INCLUDED ON
BOTH SIDES OF WALL
5. CONCRETE FINISH ON EXPOSED SURFACES SHALL BE
SMOOTH TROWEL FINISH.
6. REFERENCE STRUCTURAL FOR TYPICAL STEPPED
FOUNDATION DETAIL.
5
6
7
HEADWALL ELEVATIONS
11640
CS511
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 1/4" = 1'-0"
NORTH HEADWALL ELEVATION1
SCALE: 1/4" = 1'-0"
SOUTH HEADWALL ELEVATION2
11/06/20
BRIDGE DETAILS
11640
CS512
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
SCALE: NTS
BRIDGE1
FIELD VERIFY
PLAN DIMENSION = 54"
FIELD VERIFY
PLAN DIMENSION = 20'-0"
FIELD VERIFY
PLAN DIMENSION = 20'-0"
PLAN VIEWISOMETRIC VIEW
END ELEVATION FRONT ELEVATION
43" GUARDRAIL TRANSITION FROM BRIDGE TO ADJACENT
WALK TO BE ADA COMPLIANT
BRIDGE ATTACHMENT PER
MANUFACTURER'S RECOMMENDATION
CONCRETE ABUTMENT, SEE STRUCTURAL
DETAIL 51 SHEET S2.1.1
CUSTOM STEEL COVER UNDER BRIDGE TO
PREVENT CLIMBING OR HANGING ON
BRIDGE STRUCTURE, POWDERCOAT TO
MATCH RAILING
NOTES:
1. PRODUCT BASIS OF DESIGN:
· MANUFACTURER: STREETLIFE
· MODEL #: BRG-BOW-610-137-ARCHED-PC
· DESCRIPTION: 20-FT X 68.9” (OUTSIDE DIMENSION OF BRIDGE RAILING) ARCHED
BOWIE BRIDGE WITH CUSTOM POWDERCOATED STEEL UNDERSIDE, CUMARU
HARDWOOD DECK, POWDERCOATED STEEL RAILING WITH CUMARU HARDWOOD
TOP HANDRAIL.
· POWDERCOAT COLOR: MANUFACTURER'S STANDARD, JET BLACK, RAL 9005
· STREETLIFE SITE FURNISHINGS PRODUCT REPRESENTATIVE:
CONTACT: ALEXANDER VAN ZWEEDEN
WEBSITE: WWW.STREETLIFE.NL
EMAIL: AVZW@STREETLIFEAMERICA.COM
PHONE: 484.496.8280
ESTIMATED LEAD TIME: 13-15 WEEKS AFTER DRAWING AND STRUCTURAL
ANALYSIS APPROVAL
2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE ENTIRE BRIDGE ASSEMBLY,
INCLUDING BRIDGE ATTACHMENT AND GUARDRAIL, SEALED BY A QUALIFIED
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. STRUCTURAL DESIGN
AND ACCESSIBILITY SHALL BE CODE COMPLIANT FOR THE PROJECT LOCATION.
3. BRIDGE SHALL BE WARRANTED AGAINST DEFECTS IN MATERIAL, CRAFTSMANSHIP, AND
INSTALLATION PER MANUFACTURER'S STANDARD WARRANTY FROM DATE OF
SUBSTANTIAL COMPLETION. PROVIDE OPERATIONS AND MAINTENANCE INSTRUCTIONS
TO OWNER.
4. FOR THE ARCHED WALKING SURFACE OF THE BRIDGE, THE LONGITUDINAL GRADE /
SLOPE OF THE PATH TO CROSS THE BRIDGE SHALL NOT EXCEED 5% IN ORDER TO
MAINTAIN ADA ACCESSIBILITY.
FIELD VERIFY
PLAN DIMENSION = 68.9"
PER CITY STORMWATER RVW 09/21/2020
11/06/20
SITE DETAILS
11640
CS513
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
NOT USED1
NOT USED2
BICYCLE RACK - BY OWNER3
11/06/20
D
co
co
D
co
co
D DwDD
EG-MH-01
EG-MH-02
EG-CO-01
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
RETROFIT TO TYPE II
CLEANOUT
5
CU500
4
CU500
CU500
4
CU500
4
CU500
1,2,3
CU500
1
CU501
CO-4
RIM: 899.00
6" SW INV: 897.33
FES-02
15" NE INV: 897.00
9 00
9058 9 99 01
902903904900
899
9 01
90 2
90 3
900
899
9
0
19
0
5
902
903 90490 0
897
8 98
8 9 9
9 01
902
9008
9
6
8
9
7
8
9
8
8
9
9
900899900899 900899 901902900
8978988
9
9 9008988999
0
1
900
89889
9
900
9
0
0
900
901
901901901
901
9
0
1
901
90190 2
901901
900
900
8
9
8 900901A
B
D
4" PVC
F
E
FIBER OPTIC BY OTHERS AS
MARKED UP ON SITE PREP PLANS
TERMINATE CONDUIT FOR FUTURE VEHICLE
COUNTER WITH ELECTRICAL HANDHOLE
F
E
CS-02
RIM: 902.05
12" NE INV: 897.00
6" E INV: 897.00
12" S INV: 897.00
CB-03
RIM: 901.00
6" NE INV: 899.50
FES-04
12" SW INV: 897.16
6" NW INV: 898.50
6" S INV: 898.50
CO-3
RIM: 900.00
6" N INV: 898.50
6" SW INV: 898.50
END 6
6" INV: 898.47
FES-01
15" SW INV: 897.50
CO-5
RIM: 899.00
6" NE INV: 897.33
6" W INV: 897.33
CS-01
RIM: 899.09
12" N INV: 896.00
EXIS. 15" S INV. 895.48 +/-
FES-05
12" N INV: 896.12
56 LF - 15" CL IV RCP @ 0.90%27 LF - 12" RCP @ 0.59%207 LF - 12" RCP @ 0.42%74 LF - 6" @ 0.00%
38 LF - 6" PVC @ 0.08%94 LF - 6" @ 0.00%131 LF - 6" @ 0.25%
20 LF - 6" PVC @ 1.00%
43 LF - 6" PVC @ 0.46%
CB-04
RIM: 898.41
15" W INV: 896.46
91 LF - 15" RCP @ 0.50%
FES-06
15" INV: 896.00
3,5
CU501
FES-03
12" INV: 896.00
1
CU501
END 4
6" INV: 899.50
END 3
6" INV: 899.50
END 5
6" INV: 899.50
3,5
CU501
10" TRENCH DRAIN TD-5
12 LF @ 8.33%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
E INV: 898.3
W INV: 898.2
4" GATE VALVE. CONNECT TO EXIS. 4" SERVICE.
3
CS505
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
GATE VALVE BOX
GATE VALVE VAULT
FIRE HYDRANT ASSEMBLY
SANITARY MANHOLE
CLEANOUT
STORM STRUCTURE
CURB INLET
CATCH BASIN
FLARED END SECTION
HANDHOLE
REPAIR STRUCTURE
WATER MAIN
SANITARY SEWER
FORCE MAIN
STORM SEWER
UNDERDRAIN
DRAINAGE SWALE
ELECTRICAL LINE UNDERGROUND
FIBER-OPTIC LINE UNDERGROUND
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
w
W
S
UTILITY CROSSING CALLOUT
D
co
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
UTILITY PLAN
11640
CU101
LEGEND
N KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
MATCHLINE CU102MATCHLINE CU103
0' 80'40'20'
SCALE: 1" = 40'
CONNECT WATER MAIN INTO EXISTING STUB INTO THE BUILDING
2" PVC CONDUITS FOR FUTURE SECURITY CAMERAS, CAP ENDS
INSIDE RESTROOM MECHANICAL ROOM (101) AND ON NORTHWEST
FACE OF PICNIC SHELTER COLUMNS
CONNECT PIPE INTO EXISTING STRUCTURE
RELOCATE ELECTRICAL SERVICE
PROVIDE 2" PVC CONDUIT FOR FUTURE FIBER-OPTIC EXTENSION TO
RESTROOM. CONNECT SOUTH END TO HANDHOLE INSTALLED BY
OTHERS, TAKING CARE NOT TO DISTURB SPOOLED FIBER CABLE
INSIDE. CAP NORTH END INSIDE RESTROOM MECHANICAL ROOM
(101) AT LOCATION DESIGNATED OWNER. CONDUIT MAY EITHER BE
DIRECTIONAL DRILLED OR OPEN TRENCHED AT CONTRACTOR'S
DISCRETION. IF OPEN TRENCHED, ALL DISTURBED PAVEMENT
AREAS MUST BE REPAIRED IN-KIND TO OWNER'S SATISFACTION.
PROVIDE 2" PVC CONDUIT FOR FUTURE VEHICLE COUNTER. CAP
NORTH END INSIDE RESTROOM MECHANICAL ROOM (101) AT
LOCATION DESIGNATED BY OWNER. PROVIDE ELECTRICAL
HANDHOLE AT SOUTH END. CONDUIT MAY EITHER BE DIRECTIONAL
DRILLED OR OPEN TRENCHED PER KEY NOTE E.
A
B
C
D
E
F
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020
11/06/20
1,2
CU500
9 00
898
89 9
9 01
9 02
9009019029039049
0
1 901902
903904 8989009 01
9 02
903904900
901
902
903 901901
900
900
CB-02
RIM: 899.00
8" SW INV: 897.60
88 LF - 8" PVC
@ 0.30%
HALF BURIED ELLIPTICAL CULVERT
40 LF - 38" X 60" RCP CLASS HE-II @ 0.25%
FINISHED GRADE N INV: 897.20
FINISHED GRADE S INV: 897.10
FES-07
8" NE INV: 897.34
3,5
CU501
INSTALL APPROX 50 LF
6" UNDERDRAIN BEHIND
RETAINING WALL AND TIE TO
NEW CULVERT PER RETAINING
WALL STRUCTURAL DETAILS.
INSTALL APPROX 50 LF
6" UNDERDRAIN BEHIND
RETAINING WALL AND TIE TO
NEW CULVERT PER RETAINING
WALL STRUCTURAL DETAILS.
GATE VALVE BOX
GATE VALVE VAULT
FIRE HYDRANT ASSEMBLY
SANITARY MANHOLE
CLEANOUT
STORM STRUCTURE
CURB INLET
CATCH BASIN
FLARED END SECTION
HANDHOLE
REPAIR STRUCTURE
WATER MAIN
SANITARY SEWER
FORCE MAIN
STORM SEWER
UNDERDRAIN
DRAINAGE SWALE
ELECTRICAL LINE UNDERGROUND
FIBER-OPTIC LINE UNDERGROUND
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
w
W
S
UTILITY CROSSING CALLOUT
D
co
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
UTILITY PLAN
11640
CU102
LEGENDN
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
MATCHLINE CU101 MATCHLINE CU1030' 80'40'20'
SCALE: 1" = 40'
11/06/20
co
co
D
co
D
w
co
co
D
D
co
co
D
D
D
EG-MH-02
EG-CO-01
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
RETROFIT TO TYPE II
CLEANOUT
5
CU500
4
CU500
4
CU500
900
899
9 01
90 2
9 03
9 01
9019 02 902901901 910909911905910
902
903
904
9 06
9 07908909911912913
9019059039049 06
907
908
900901900901 901A
B
C
C
D
4" PVC
20" TRENCH DRAIN TD-2
REFER TO GRADING PLAN FOR
RIM ELEVATIONS
110 LF @0.4%
N INV: 901.44
S INV: 901.00
8" TRENCH DRAIN TD-4
24 LF @6.17%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
N INV: 901.18
S INV: 899.70
8" TRENCH DRAIN TD-3
24 LF @5.67%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
N INV: 901.06
S INV: 899.70
F
E
CB-01
RIM: 900.09
CB-03
RIM: 901.00
6" NE INV: 899.50
CO-2
RIM: 900.00
6" NW INV: 898.50
6" S INV: 898.50
CO-3
RIM: 900.00
6" N INV: 898.50
6" SW INV: 898.50
END 6
6" INV: 898.47
74 LF - 6" @ 0.00%
38 LF - 6" PVC @ 0.08%
287 LF - 8" PVC @ 0.13%
20 LF - 6" PVC @ 1.00%
43 LF - 6" PVC @ 0.46%
36 LF - 6" @ 2.43%
CO-1
RIM: 901.10
6" SE INV: 899.37
CO-6
RIM: 913.79
6" N INV: 909.92
34 LF - 6" PVC UD @ 1.20%
4
CU500
4
CU50097 LF - 6" PVC
@ 2.00%
128 LF - 6" PVC @ 0.78%
CONNECT 6" RETAINING WALL UD TO TRENCH GRATE
10 LF 6" PVC
INV: 901.60 (AT UD CONNCTION)
INV: 901.50 (AT TRENCH GRATE CONNECTION)
6" RUD INV: 901.60
6" RUD INV: 902.50
6" RUD INV: 903.00
6" RUD INV: 903.50
6" RUD INV: 903.30
6" RUD INV: 903.00
6" RUD INV: 903.50
RETAINING WALL UNDERDRAIN (RUD):
50 LF - 6" UD @ 0.5% MIN
6" RUD INV: 908.50
902END 2
6" INV: 908.27
6" INV: 909.51
CO-7
RIM: 911.23
6" SE INV: 910.21
6" NE INV: 910.21
CO-8
RIM: 912.98
6" SW INV: 911.96
3,5
CU501
4
CU500
4
CU500
RETAINING WALL UNDERDRAIN (RUD):
135 LF - 6" UD @ 0.5% MIN
6" RUD INV: 911.0
43 LF - 6" UD @ 2.61%
12 LF - 6" UD @ 3.94%
10 LF - 6" UD @ 1.50%
6" END 1
6" INV: 902.00
END 4
6" INV: 899.50
END 3
6" INV: 899.50
END 5
6" INV: 899.50
3,5
CU501
30" TRENCH DRAIN TD-1
REFER TO GRADING PLAN FOR RIM
ELEVATIONS
15 LF @0.4%
N INV: 901.50, SW INV 901.44
3
CS505
3
CS505
3
CS505
3
CS505
1B
EX CB1
EX CB2
GATE VALVE BOX
GATE VALVE VAULT
FIRE HYDRANT ASSEMBLY
SANITARY MANHOLE
CLEANOUT
STORM STRUCTURE
CURB INLET
CATCH BASIN
FLARED END SECTION
HANDHOLE
REPAIR STRUCTURE
WATER MAIN
SANITARY SEWER
FORCE MAIN
STORM SEWER
UNDERDRAIN
DRAINAGE SWALE
ELECTRICAL LINE UNDERGROUND
FIBER-OPTIC LINE UNDERGROUND
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
w
W
S
UTILITY CROSSING CALLOUT
D
co
WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
UTILITY PLAN
11640
CU103
LEGEND
N KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020MATCHLINE CU102MATCHLINE CU101
0' 80'40'20'
SCALE: 1" = 40'
CONNECT WATER MAIN INTO EXISTING STUB INTO THE BUILDING
2" PVC CONDUITS FOR FUTURE SECURITY CAMERAS, CAP ENDS
INSIDE RESTROOM MECHANICAL ROOM (101) AND ON NORTHWEST
FACE OF PICNIC SHELTER COLUMNS
CONNECT PIPE INTO EXISTING STRUCTURE
RELOCATE ELECTRICALSERVICE
PROVIDE 2" PVC CONDUIT FOR FUTURE FIBER-OPTIC EXTENSION TO
RESTROOM. CONNECT SOUTH END TO HANDHOLE INSTALLED BY
OTHERS, TAKING CARE NOT TO DISTURB SPOOLED FIBER CABLE
INSIDE. CAP NORTH END INSIDE RESTROOM MECHANICAL ROOM
(101) AT LOCATION DESIGNATED OWNER. CONDUIT MAY EITHER BE
DIRECTIONAL DRILLED OR OPEN TRENCHED AT CONTRACTOR'S
DISCRETION. IF OPEN TRENCHED, ALL DISTURBED PAVEMENT
AREAS MUST BE REPAIRED IN-KIND TO OWNER'S SATISFACTION.
PROVIDE 2" PVC CONDUIT FOR FUTURE VEHICLE COUNTER. CAP
NORTH END INSIDE RESTROOM MECHANICAL ROOM (101) AT
LOCATION DESIGNATED BY OWNER. PROVIDE ELECTRICAL
HANDHOLE AT SOUTH END. CONDUIT MAY EITHER BE DIRECTIONAL
DRILLED OR OPEN TRENCHED PER KEY NOTE E.
ALL UNDERDRAIN (UD) PIPING SHALL BE WRAPPED WITH UNDRDRAIN
GEOXTILE UNLES OTHERWISE NOTED.
SEE SHEET PS1.1- SITE PLUMBING PLAN FOR CONTINUATION OF
WATER LINE INTO SPLASH PAD
CONNECT PIPE TO ALL EXISTING DRAINTILE CONNECTIONS IT
CROSSES
A
B
C
D
E
F
G
H
I
H
I
H
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020
11/06/20
FLARED END SECTION
FLARED END SECTION
PLAN 1'5'-0" LENGTH 4' PLUS CULVERTDIAMETERSECTION 24" MIN.STONES TO BE ROUNDED COBBLE, NATURAL FIELDSTONE, GRADATION
SAME AS INDOT REVETMENT RIPRAP, CLASS 1. PLACE LARGER
STONES NEAR OUTLET TO DISSIPATE OUTLET WATER ENERGY.
CONSTRUCT 6" DEEP SWALE IN SUBGRADE
ALONG RIP-RAP CENTERLINE
PLACE STONES ON SIDE
SLOPE OF OUTLET
STONE ON SIDE SLOPES
GEOTEXTILE FILTER FABRIC
UNDER ALL STONE
SLOPE AS PER PLANS
PIPE INV. SEE PLANS
PIPE INV. SEE PLANS
TIE ENDWALL TO
NET PIPE
CUTOFF WALL AND
STRUCTURE AS SHOWN IN
DETAIL 2 ON SHEET CU500
VARIES4"MIN.MAX = O.D. + 24"
BEDDING AND INITIAL BACKFILL:VARIES4"MIN.MAX = O.D. + 24"
O.D.1'12' O.D.12 ' O.D.O.D.
SATISFACTORY SOILS
BEDDING
NON-RIGID PIPE
(INCLUDING PVC, HDPE)
RIGID PIPE
(INCLUDING RCP)
FINAL
BACKFILL
INITIAL
BACKFILL
HAUNCHING
BEDDING
COMPACTED BACKFILL OR
PAVEMENT STRUCTURE
COMPACTED BACKFILL OR
PAVEMENT STRUCTURE UTILITY DETAILS
11640
CU500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
NOT TO SCALE
RIP RAP AT STORM SEWER FLARED END SECTION1
NOT TO SCALE
PIPE BEDDING (RCP, PVC, HDPE) 7
DEBRIS GUARD3
NOT TO SCALE
CLEANOUT4
NOT TO SCALE
PRECAST CONCRETE END SECTION2
NOT TO SCALE
UNDERDRAIN BEDDING AND BACKFILL6
NOT TO SCALE
SANITARY CLEANOUT TYPE 2 - RETROFIT EXISTING5 NOT TO SCALE
TRENCH DETAIL FOR SEWERS AND WATER MAINS8
PER CITY STORMWATER RVW 09/21/2020
11/06/20
LSTRUCTURE C
VARIES
RIM ELEV. SEE PLANS
INSTALL RISERS TO RAISE
TOP A", WITH A MAXIMUM
COMBINED HEIGHT OF 12".
INLET PIPE
FINISH GRADE
AGROUT INTERNAL PIPES
AROUND BOOTS
REPLACE LID TO
WATERTIGHT NEENAH
R-1916-F OR EQUAL
CONCRETE ADJUSTING
RINGS LIMITED TO (3) RINGS.
RINGS MUST BE BUTYL
RUBBER COATED WITH
PLASTIC WRAP COVER.
EXISTING MANHOLE
DIA VARIES 4'-0" SUMPOUTLET PIPE
SEE PLANS FOR SIZE & INVERT
INLET PIPE
SEE PLANS FOR SIZE & INVERT
DIA. VARIES
MANHOLE STEPS
ORIFICE SEE TABLE FOR
INVERT AND DIAMETER
RIM ELEV.
WATERTIGHT FLEXIBLE BOOTS MUST
BE USED AT ALL OPENINGS
BED BASE SECTION IN MIN. 6"
COMPACTED #8 GRANULAR MATERIAL
APPLY MINIMUM 10 MIL
BITUMINOUS COATING TO
EXTERIOR OF STRUCTURE
0.80'
ORIFICE SEE TABLE FOR
INVERT AND DIAMETER
CONTROL WEIR SEE
TABLE FOR CREST
ELEV.
CONTROL WEIR SEE
TABLE FOR CREST
ELEV.
RIM ELEV .
GALVANIZED STEEL TRASH RACK GALVANIZED STEEL TRASH RACK
GALVANIZED STEEL TRASH RACK SHALL BE J.R. HOE
(TRASHRACK.COM) LDR OR EQUAL.
UTILITY DETAILS
11640
CU501
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
NOT TO SCALE
EXISTING SANITARY MANHOLE REPAIR2
NOT TO SCALE
CONTROL STRUCTURE 1
NOT TO SCALE
CATCH BASIN PIPE3
NOT TO SCALE
WATER MAIN THRUST RESTRAINT7NOT TO SCALE
DRAIN GRATE INLET CASTING TYPE 4 5NOT USED#
NOTES:
1. PROVIDE IN-BELL GRATE
MATCHING DIMENSION OF
APPROVED PIPE.
2. CATCH BASIN PIPE DIAMETER
SHALL BE LARGE ENOUGH TO
ACCOMMODATE CONNECTING
PIPES, BUT IN NO CASE SHALL BE
LESS THAN 22" DIAMETER
NOTES:
1. NEENAH R-4030 SERIES OR EQUAL
MAY BE USED IN LIEU OF R-4342 IN
ORDER TO MATCH DIAMETER OF
REQUIRED PIPE BELL.
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020
11/06/20
2'-0"
BASE FLOW CHANNEL
1'-0"SEE LANDSCAPE PLANS FOR
PLANTING INFORMATION
NOTES:
1. SEE SITE STABILIZATION
PLANS FOR LIMITS OF
EROSION CONTROL MAT
EROSION CONTROL BLANKET, RE: SPECS
1" TOPSOIL ABOVE TRM
TURF REINFORCEMENT MAT (TRM), RE: SPECS
4" TOPSOIL BELOW TRM
GEOTEXTILE FABRIC ENGINEERED BIOSWALE
SOIL MIX
6" UNDERDRAIN 1'-0"8" POROUS BACKFILL
MATERIAL
GEOTEXTILE FABRIC
IMPORTED SANDY LOAM
TOPSOIL
ENGINEERED
BIOSWALE SOIL MIX
6" UNDERDRAIN 8" 2"8" POROUS BACKFILL
MATERIAL
SPILLWAY CONSTRUCTION INFORMATION
BASIN TOP OF
BERM (FT)
CREST
ELEVATION (FT)WIDTH (FT)
WEST POND EMERGENCY SPILLWAY 900.00 899.50 28
SPLASH PAD BIORETENTION AREA
(EMERGENCY SPILLWAY)901.00 900.50 12
SPLASH PAD BIORETENTION AREA
(CONNECTING SPILLWAY)901.00 900.25 20
WETLAND EMERGENCY SPILLWAY 901.00 900.50 19
TOP OF BERM
ELEVATION
WIDTH
TOP OF BERM
ELEVATION
CREST ELEVATION
SLOPE EROSION CONTROL
BLANKET
TURF REINFORCEMENT MAT
(TRM)
TOPSOIL THICKNESS PER
LANDSCAPE PLAN
4" TOPSOIL BELOW TRM
3
1
3
1
1" TOPSOIL ABOVE TRM
SEE LANDSCAPE PLANS FOR
ADDITIONAL PLANTING INFORMATION.STRUCTURE TABLE
NAME
CB-01
CB-02
CB-03
CB-04
RIM
900.09
899.00
901.00
898.41
TYPE
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
DETAIL
REFERENCES
3 & 5 / CU501
3 & 5 / CU501
3 & 5 / CU501
3 & 5 / CU501
STRUCTURE TABLE
NAME
CO-1
CO-2
CO-3
CO-4
CO-5
CO-6
CO-7
CO-8
RIM
901.10
900.00
900.00
899.00
899.00
913.79
911.23
912.98
TYPE
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
DETAIL
REFERENCES
4 / CU500
4 / CU500
4 / CU500
4 / CU500
4 / CU500
4 / CU500
4 / CU500
4 / CU500
STRUCTURE TABLE
NAME
FES-01
FES-02
FES-03
FES-04
FES-05
FES-06
FES-07
INVERT
898.67
898.17
897.37
900.00
897.29
897.44
898.03
TYPE
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
DETAIL
REFERENCES
1 & 2 / CU500
1 & 2 / CU500
1 & 2 / CU500
1 & 2 / CU500
1 & 2 / CU500
1 & 2 / CU500
1 & 2 / CU500
REFER TO DETAIL 1/CU501 FOR OUTLET CONTROL
STRUCTURE TABLE.
REFER TO DETAILS 1&2/ CS511 FOR ELLIPTICAL
PIPE UNDER ROADWAY
STRUCTURE TABLE
NAME TYPE LENGTH DETAIL REFERENCES
TD-1 30" TRENCH DRAIN 15 LF 3/ CS505
TD-2 20" TRENCH DRAIN 110 LF 3/ CS505
TD-3 8" TRENCH DRAIN 24 LF 3/ CS505
TD-4 8" TRENCH DRAIN 24 LF 3/ CS505
TD-5 10" TRENCH DRAIN 12 LF 3/ CS505
SUBSURFACE UNDER DRAIN SHALL BE 6-INCH
DIAMETER PERFORATED HANCOR HI-Q OR
EQUIVALENT. REFER TO UTILITY PLANS FOR
LOCATIONS AND INVERT ELEVATIONS OF
SUBSURFACE UNDERDRAINS.
PIPE TABLE
PIPE NAME
WALL UD - END 1
CS01-FES03
END 5-CB03
CO7 - END 2
FES01-FES02
CB02-FES07
FES04-CS02
CS02-FES05
TD4 - END 4
TD3 - 1B (45 DEG BEND)
1B (45 DEG BEND) - END 3
CO3 - END 6
EX CB1 - EX CB2
CO5-CS2
CB04-FES06
SIZE
6.0"
12.0"
6.0"
6.0"
15.0"
8.0"
12.0"
12.0"
6.0"
6.0"
6.0"
6.0"
8.0"
6.0"
15.0"
LENGTH
128 LF
18 LF
11 LF
97 LF
56 LF
88 LF
27 LF
207 LF
20 LF
1 LF
43 LF
38 LF
287 LF
131 LF
91 LF
SLOPE
0.78%
0.00%
0.00%
2.00%
0.90%
0.30%
0.59%
0.42%
1.00%
1.04%
0.46%
0.08%
0.13%
0.25%
0.50%
MATERIAL
PVC
RCP
PVC
PVC
RCP
PVC
RCP
RCP
PVC
PVC
PVC
PVC
PVC
PVC
RCP
6.0'
BASE FLOW CHANNELCENTER LINENOTES:
1. SEE SHEET CS111 (THIS
SHEET) FOR EXACT SIDE
SLOPES AT DIFFERENT
LOCATIONS THROUGHOUT .
BOTTOM ELEVATION AT
CROSS SECTION
LOCATION 897.29
100 YEAR STORM
ELEVATION 898.7
901.00
VARIES
902.00
UTILITY DETAILS &
STRUCTURE TABLES
11640
CU502
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREV ISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
SCALE: 1" = 1'
SPLASH PAD BIORETENTION AREA 2 SCALE: 1" = 1'
BIOSWALE3SCALE: 1" = 1'
WETLAND CHANNEL SECTION 1
NTS
SPILLWAYS4
NTS
OPEN CHANNEL CROSS SECTION5
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020
11/06/20