HomeMy WebLinkAboutLandscape Plan Stamped Approved 08-17-20PROTECT SIGNAL LIGHT POLE, REFER TO C-SERIES DRAWINGS
SALVAGE ELEPHANT AND STORE FOR OWNER CF CF CF CFCFCF CF CFCF CFCF CF CFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCF CFCF CF CF CFCF CF CF CF CFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CFCF CFCFCFCF CF CF CFCFCF CFCF CF CF CF CFCFSALVAGE LUMBER, USE PER PLAN
SALVAGE BENCHES AND TRASH CANS,
STORE FOR OWNER
SALVAGE BENCHES AND TRASH CANS, STORE FOR OWNER
SALVAGE BENCHES AND TRASH CANS, STORE FOR OWNER
SALVAGE BIKE RACKS, BENCHES AND TRASH CANS, STORE FOR OWNER
SALVAGE DUMPSTER,
PROVIDE TO OWNER
EXISTING TREE, 18"
EXISTING TREE, 12"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING
TREE, 18"
EXISTING
TREE, 12"
EXISTING TREE, 36"
EXISTING TREE, 24"
EXISTING TREE, 12"
EXISTING TREE, 24"
EXISTING TREE, 8"
EXISTING TREE, 18"
EXISTING TREE, 15"
SALVAGE SCULPTURE,
USE PER PLAN
SALVAGE SCULPTURE, USE PER PLAN
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLYSITE PREPARATION PLAN
CF CF
TWL TWL
SITE PREPARATION NOTES
1. REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE
REMOVAL SCOPE OF WORK.
2. REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY
REMOVALS.
3. CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE.
4. REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL
INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN
SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS
PAVEMENT TO REMAIN.
5. CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT
THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO
COMPLY WITH THE SITE DEVELOPMENT PLANS.
6. REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY
SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED
DURING CONSTRUCTION.
7. REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER
SITE PREPARATION LEGEND
CONSTRUCTION FENCE
TEMPORARY WORK LIMIT
TREE PROTECTION FENCE
REMOVE TREE
1. TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL
CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO
CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE
ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS
FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE.
PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION.
2. TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING
WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING
LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE
LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE
ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED
PRIOR TO THE START OF CONSTRUCTION.
3. AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS
WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN.
ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE
TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING
CONSTRUCTION.
4. TREE PROTECTION FENCING AND STORMWATER POLLUTION
PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE
PRIOR TO BEGINNING DEMOLITION (AS REQUIRED).
5. FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND
INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH
LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO
REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST.
TREE PROTECTION NOTESX X X X X X X XXXXXXXXXXXXX
X
X X2'-0"2'-0"
57 8"
PROPOSED EDGE OF
PAVEMENT (IF APPLICABLE)
CHAIN LINK FENCING
EXISTING TREE TO BE PROTECTED
DRIP LINE OF CANOPY ABOVE (TYP.)
TREE PROTECTION ZONE
PLAN | TREE PROTECTION - SINGLE TREE
18" 1'-0"
2
P-CCPL-50L-101
2'-0"2'-0"2'-0"2'-0"
PLAN | TREE PROTECTION - MULTIPLE
332" 1'-0"
DRIP LINE OF
CANOPY ABOVE
(TYP.)
4' HIGH CHAIN LINK FENCE WITH
POSTS AT 10' O.C. MAXIMUM
EXISTING TREE TRUNK (TYP.)
3
P-CCPL-51L-101
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUEN
PROJECT NO.
SEAL | DATE
L-101
SITE PREPARATION
PLAN
1 TAC / BZA COMMENTS 05/14/2020
08/17/20 Alexia Lopez
CF CF CF CFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCF CFCF CFCFCF CFCF CFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CFCF CF CF CF CF CF CF CFCF CF CF CFCF CF CF CF CF CF CF CFCFSALVAGE PLANTERS, STORE FOR OWNER
EXISTING TREE, 36"
EXISTING TREE, 8"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 10"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 8"
EXISTING TREE, 12"
EXISTING TREE, 10"
SITE PREPARATION PLAN
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLYSITE PREPARATION PLAN
CF CF
TWL TWL
SITE PREPARATION NOTES
1. REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE
REMOVAL SCOPE OF WORK.
2. REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY
REMOVALS.
3. CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE.
4. REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL
INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN
SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS
PAVEMENT TO REMAIN.
5. CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT
THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO
COMPLY WITH THE SITE DEVELOPMENT PLANS.
6. REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY
SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED
DURING CONSTRUCTION.
7. REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER
SITE PREPARATION LEGEND
CONSTRUCTION FENCE
TEMPORARY WORK LIMIT
TREE PROTECTION FENCE
REMOVE TREE
1. TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL
CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO
CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE
ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS
FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE.
PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION.
2. TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING
WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING
LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE
LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE
ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED
PRIOR TO THE START OF CONSTRUCTION.
3. AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS
WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN.
ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE
TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING
CONSTRUCTION.
4. TREE PROTECTION FENCING AND STORMWATER POLLUTION
PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE
PRIOR TO BEGINNING DEMOLITION (AS REQUIRED).
5. FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND
INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH
LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO
REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST.
TREE PROTECTION NOTESX X X X X X X XXXXXXXXXXXXX
X
X X2'-0"2'-0"
57 8"
PROPOSED EDGE OF
PAVEMENT (IF APPLICABLE)
CHAIN LINK FENCING
EXISTING TREE TO BE PROTECTED
DRIP LINE OF CANOPY ABOVE (TYP.)
TREE PROTECTION ZONE
PLAN | TREE PROTECTION - SINGLE TREE
18" 1'-0"
2
P-CCPL-50L-102
2'-0"2'-0"2'-0"2'-0"
PLAN | TREE PROTECTION - MULTIPLE
332" 1'-0"
DRIP LINE OF
CANOPY ABOVE
(TYP.)
4' HIGH CHAIN LINK FENCE WITH
POSTS AT 10' O.C. MAXIMUM
EXISTING TREE TRUNK (TYP.)
3
P-CCPL-51L-102
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUEN
PROJECT NO.
SEAL | DATE
L-102
SITE PREPARATION
PLAN
1 TAC / BZA COMMENTS 05/14/2020
08/17/20 Alexia Lopez
EXISTING TREE, 36"
EXISTING TREE, 15"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 15"
EXISTING TREE, 30"
EXISTING TREE, 36"
EXISTING TREE, 18"
EXISTING TREE, 18" EXISTING TREES, 4" EXISTING TREE, 15"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 12"
SITE PREPARATION PLAN
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
CF CF
TWL TWL
SITE PREPARATION NOTES
1. REFER TO GENERAL PROJECT NOTES PRIOR TO BEGINNING THE SITE
REMOVAL SCOPE OF WORK.
2. REFER TO CIVIL AND MEP CONTRACT DOCUMENTS FOR UTILITY
REMOVALS.
3. CLEAR SITE OF EXISTING VEGETATION UNLESS NOTED OTHERWISE.
4. REMOVAL OF EXISTING PAVEMENTS AND CURBS INDICATED SHALL
INCLUDE ALL AGGREGATE BASE MATERIAL. PROVIDE CLEAN
SAWCUT EDGES WHERE PAVEMENT TO BE REMOVED ABUTS
PAVEMENT TO REMAIN.
5. CONTRACTOR TO STUDY THE CONTRACT DOCUMENTS AND VISIT
THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO
COMPLY WITH THE SITE DEVELOPMENT PLANS.
6. REFER TO THE MAINTENANCE OF TRAFFIC PLAN FOR TEMPORARY
SIGNAGE, BARRIERS AND MISCELLANEOUS FACILITIES REQUIRED
DURING CONSTRUCTION.
7. REFER TO CIVIL DRAWINGS FOR PROVISION OF TEMPORARY POWER
SITE PREPARATION LEGEND
CONSTRUCTION FENCE
TEMPORARY WORK LIMIT
TREE PROTECTION FENCE
REMOVE TREE
1. TREE PROTECTION FENCING SHALL BE 4'-0" HEIGHT GALVANIZED STEEL
CHAIN LINK FENCE WITH IN-GROUND POSTS DIRECT BURIED. NO
CONSTRUCTION TRAFFIC, MATERIAL OR EQUIPMENT STORAGE SHALL BE
ALLOWED WITHIN FENCE LIMITS. PROVIDE 4'-0" WIDE GATED OPENINGS
FOR OWNER ACCESS AND MAINTENANCE. GATES SHALL BE LOCKABLE.
PROVIDE LOCKS AND KEYS FOR OWNER USE DURING CONSTRUCTION.
2. TREE PROTECTION FENCING LOCATIONS ARE FIXED. INSTALL FENCING
WHERE SHOWN ON THESE PLANS. ANY ADJUSTMENTS TO FENCING
LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FENCE
LOCATIONS MUST BE APPROVED IN THE FIELD BY LANDSCAPE
ARCHITECT. ANY DEVIATION FROM THIS PLAN SHALL BE CORRECTED
PRIOR TO THE START OF CONSTRUCTION.
3. AN APPROVED LICENSED ARBORIST IS TO OVERSEE ALL REMOVALS
WITHIN CRITICAL ROOT ZONES OF EXISTING TREES TO REMAIN.
ARBORIST IS TO PERFORM TREE PRUNING AND ROOT PRUNING ON TREE
TO REMAIN PER SPECIFICATIONS AND AS NEEDED DURING
CONSTRUCTION.
4. TREE PROTECTION FENCING AND STORMWATER POLLUTION
PREVENTION PLAN (SWPPP) NOTICE OF INTENT SHALL BE IN PLACE
PRIOR TO BEGINNING DEMOLITION (AS REQUIRED).
5. FAILURE TO PROVIDE AND MAINTAIN TREE PROTECTION FENCE AND
INDICATED AREA BY CONTRACTOR WILL REQUIRE CONSULTATION WITH
LICENSED ARBORIST TO DETERMINE EXTENT OF DAMAGE. COST TO
REMEDIATE DAMAGES TO PROTECTED TREES AT CONTRACTOR COST.
TREE PROTECTION NOTESX X X X X X X XXXXXXXXXXXXX
X
X X2'-0"2'-0"
57 8"
PROPOSED EDGE OF
PAVEMENT (IF APPLICABLE)
CHAIN LINK FENCING
EXISTING TREE TO BE PROTECTED
DRIP LINE OF CANOPY ABOVE (TYP.)
TREE PROTECTION ZONE
PLAN | TREE PROTECTION - SINGLE TREE
18" 1'-0"
2
P-CCPL-50L-101
2'-0"2'-0"2'-0"2'-0"
PLAN | TREE PROTECTION - MULTIPLE
332" 1'-0"
DRIP LINE OF
CANOPY ABOVE
(TYP.)
4' HIGH CHAIN LINK FENCE WITH
POSTS AT 10' O.C. MAXIMUM
EXISTING TREE TRUNK (TYP.)
3
P-CCPL-51L-101
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUEN
PROJECT NO.
SEAL | DATE
L-103
SITE PREPARATION
PLAN
1 TAC / BZA COMMENTS 05/14/2020
08/17/20 Alexia Lopez
YIELD YIELDYIELD YIELD12-93- AB
12-93- C
12-93- D
12-93- D
12-93- DA
12-93- C
12-93- DA
12-93- C
12-93- D
12-93- C
03-30- A
03-45- A ZAGSTER RIDE SHARE LOCATION
05-52- A
12-93- AB
LIMESTONE WALL CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCF CF CF CF CF CF CF CF CF CF CF CF CFCF CFCFCFCFCFCFCFCFCF CF CF CF CFCFCF CF CF CF CFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CF CFCF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CFCFCF CFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CFCFCF CFCFCF CF CFCF CF CF CF CFCF CFCFLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKRELOCATED SALVAGED SCULPTURES
RELOCATED SALVAGED
SCULPTURES
CAST-IN-PLACE CONCRETE
SYMBOL DESCRIPTION DETAIL
CONCRETE BASE FOR SCULPTURE
PRECAST ARCHITECTURAL CONCRETE
SYMBOL DESCRIPTION DETAIL
PRECAST CONCRETE STAIRS
METAL RAILINGS
SYMBOL DESCRIPTION DETAIL
METAIL RAILINGS, STAINLESS STEEL
FLAGPOLES
SYMBOL DESCRIPTION DETAIL
FLAGPOLE, 20` HT ALUMINUM TAPERED IN-GROUND
SITE FURNISHINGS
SYMBOL DESCRIPTION DETAIL
SITE FURNISHINGS, SARIS SQUARE TUBE BIKE DOCK
SITE FURNISHINGS, F+S CORDIA BIKE RACK
BIKE REPAIR STATION, DERO FIXIT
SITE FURNISHINGS, LANDSCAPE FORMS SCARBOROUGH
LITTER RECEPTACLE, OWNER SUPPLIED
SITE FURNISHINGS, LANDSCAPE FORMS PLAINWELL 6`
BENCH, SURFACE MOUNT ON CONCRETE BASE, OWNER
SUPPLIED
SITE FURNISHINGS, LANDSCAPE FORMS PARALLEL 42
BENCH, SURFACE MOUNT
SITE FURNISHING, DRINKING FOUNTAIN, MOST
DEPENDABLE FOUNTAINS, 440 SM
SITE FURNISHING, 2-TOP SEATING. 24" ROUND TABLE
AND (2) CHAIR
SITE FURNISHING, 4-TOP SEATING, 30" ROUND TABLE
AND (4) CHAIR
SITE FURNISHING, COUNTER HT SEATING, TABLE AND
(4) WOOD STOOLS
SITE FURNISHING, LOUNGE SEATING, COFFEE TABLE,
2-SEATER, AND (2) 1-SEATER
EXTERIOR LIGHTING
SYMBOL DESCRIPTION DETAIL
EXTERIOR LIGHTING, AREA LIGHT; REF: ELECT. DWGS.
EXTERIOR LIGHTING, PEDESTRIAN POLE; REF: ELECT.
DWGS.
RIGID PAVING
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING, INTEGRAL COLOR CONCRETE WITH
SURFACE RETARDER FINISH
CONCRETE PAVING, STANDARD, STANDARD RETARDER
FINISH
CONCRETE PAVING, STANDARD, BROOM FINISH
AGGREGATE SURFACING
SYMBOL DESCRIPTION DETAIL
AGGREGATE SURFACING, DECOMPOSED GRANITE
SEGMENTAL RETAINING WALLS
SYMBOL DESCRIPTION DETAIL
LIMESTONE WALL
03-30- A
03-45- A
05-52- A
10-75- A
12-93- A
12-93- AB
12-93- B
12-93- C
12-93- D
12-93- DA
12-93- E
12-93- F
12-93- FA
12-93- FB
12-93- G
26-56- A
26-56- AB
REFERENCE NOTES SCHEDULE
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
CF CF
TWL TWL
SITE FEATURES NOTES
1. SITE UTILITIES SHOWN FOR REFERENCE ONLY. SEE OTHER
DISCIPLINE SHEETS FOR PLANS AND DETAILS.
2. AUTOCAD .DWG FILES WILL BE PROVIDED FOR CONSTRUCTION
LAYOUT.
3. ALL PAVEMENT MARKINGS INTERRUPTED BY DEMOLITION AND
PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH
MATCHING COLOR AND WIDTH.
4. REFER TO OTHER DISCIPLINE SHEETS FOR REPAIR OF EXISTING
SURFACE DUE TO EXTENSION OF OFF-SITE UTILITIES.
5. CONCRETE JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE.
6. DAMAGE TO EXISTING PAVMENT SHALL BE REPLACED WITH
MATCHING COLOR AND FINISH BY CONTRACTOR.
SITE FEATURES LEGEND
CONSTRUCTION FENCE
TEMPORARY WORK LIMIT
TREE PROTECTION FENCING
ISOLATION JOINT
JOINT TYPE B PER
ALIGN
IJ
B
SITE FEATURES PLAN
GENERAL NOTES:
1. PROVIDE LUMP SUM FOR IRRIGATION IN ALL PLANTED LAWNS, PLANTING BEDS, PLANTERS, AND
TREES.
2. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
3. CURB AND PAVEMENT NOT MONOLITHIC.
4. PRECAST CURBS AROUND PLANTING BEDS TO BE DOWNED IN PLACE ON 18" DEEP CIP
CONCRETE FOOTING.
5. BIKE RACKS ARE 316 STAINLESS STEEL, GROUND MOUNT WITH S.S. HARDWARE. SIMILAR TO
FORMS AND SURFACES 'SUMMIT BIKE RACK'.
6. WASTE RECEPTACLES SIMILAR TO FORMS SURFACES 'APEX LITTER AND RECYCLING', ALUMINUM
WITH POWDER COAT.
7. ALL SITE WALLS TO BE MASONRY VENEER WITH CMU BACKING, PRECAST CONCRETE CAP
UNLESS OTHERWISE NOTED, 3' DEEP FOOTING MINIMUM.
8. PAVERS TO BE 2.5" THICK CONCRETE PAVERS, SIMILAR TO HANOVER PREST PAVERS WITH
BITUMINOUS SETTING BED AND CONCRETE BASE.
9. DECOMPOSED GRANITE WALKS TO BE TWO TONE 50/50 MIX 4" DEEP WITH 6" DEEP FREE
DRAINING AGGREGATE BASE.
10. ALL CONCRETE PAVEMENT TO HAVE MACRO AND MICRO FIBER REINFORCEMENT, LIGHT ROOM
DIRECTIONAL FINISH AND SAW CUT JOINTS. APX. 25% JOINTS TO BE BEVEL EDGE JOINT.
11. ALL HANDRAILS, 316 STAINLESS STEEL, DIRECTIONAL SATIN FINISH
12. PEDESTRIAN SITE LIGHTING TO BE WE-EF LED HEAD WITH STRUCTURA WOOD POLE. 14' TALL.
13. BENCHES, SIMILAR TO FORMS+SURFACES APEX BENCH WITH WOOD SEAT.
14. PLAZA SITE FURNISHINGS, REFER TO PERSPECTIVE IMAGERY FOR TYPE AND COUNT. PROVIDE
LUMP SUM. ALUMINUM POWDER COAT FROM COMPANY SIMILAR TO FORM+SURFACES OR
LANDSCAPE FORMS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-201
SITE FEATURES
PLAN
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
MATCHLINE - SEE L-202
26-56- AB
26-56- AB
26-56- AB
12-93- FB
10-75- A
12-93- C
26-56- AB
12-93- AB
12-93- F
12-93- F
12-93- F
12-93- C
12-93- G
12-93- FA
12-93- C
12-93- G
32-15- A
08/17/20 Alexia Lopez
STOPL
I
MI
T
S
O
F
WORKYIELDYIELDYIELDYIELD YIELD YIELDYIELDYIELDYIELDSTOPSTOP
ST
O
PWWWWWWWWWWWWOHUOHUOHUOHUOHUGGGG OHUOHUOHUOHUG
G
G
G
G
G
GWWWW4TH
AVE
N
U
E
W WWW W WWW W WW WOHUOHU OHU OHU OHUGGGGOHUOHU OHU OHUG
G
G
G
G
G
GW W WW4TH
AVE
N
U
E
BOUNDARY LINE BOUNDARY LINELIMITS OF WORKR.O.W. LINELIMITS OF WORK12-93- A
12-93- B
12-93- C
26-56- A
12-93- CA
BY OTHERS
DRINKING FOUNTAIN,
SEE MEP
COORDINATE SIDEWALK
WITH CARMEL CLAY
SCHOOLS
CAST-IN-PLACE CONCRETE
CODE DESCRIPTION DETAIL
03-30- A CAST-IN-PLACE CONCRETE, EXTERIOR STEPS E4/L-702
03-31- A CONCRETE BASE FOR SCULPTURE A4/L-701
PRECAST ARCHITECTURAL CONCRETE
CODE DESCRIPTION DETAIL
03-45- A PRECAST ARCHITECTURAL CONCRETE, EXTERIOR STEPS,
ALTERNATE
A4/L-702
STONE MASONRY
CODE DESCRIPTION DETAIL
04-43- A EXTERIOR STONE, RETAINING WALL, LIMESTONE BLOCK
METAL RAILINGS
CODE DESCRIPTION DETAIL
05-52- A METAIL RAILINGS, 316 STAINLESS STEEL /
FLAGPOLES
CODE DESCRIPTION DETAIL
10-75- A FLAGPOLE, 25` HT ALUMINUM TAPERED IN-GROUND, WITH
SALVAGED PLAQUE AT BASE
A2/L-701
SITE FURNISHINGS
CODE DESCRIPTION DETAIL
12-93- A SITE FURNISHINGS, SARIS SQUARE TUBE BIKE DOCK A5/L-701
12-93- AB SITE FURNISHINGS, FORMS+SURFACES CORDIA BIKE RACK D5/L-701
12-93- B BIKE REPAIR STATION, DERO FIXIT B5/L-701
12-93- C SITE FURNISHINGS, LANDSCAPE FORMS SCARBOROUGH
LITTER RECEPTACLE, OWNER FURNISHED
C4/L-701
12-93- CA SITE FURNISHING, LANDSCAPE FORMS SCARBOROUGH
RECYCLING RECEPTACLE, OWNER FURNISHED
C4/L-701
12-93- D SITE FURNISHINGS, LANDSCAPE FORMS PLAINWELL 6` BENCH,
SURFACE MOUNT ON CONCRETE BASE, OWNER SUPPLIED
E3/L-701
12-93- DA SITE FURNISHINGS, LANDSCAPE FORMS PARALLEL 42 BENCH,
SURFACE MOUNT
E3/L-701
12-93- H SITE FURNISHING, UTILITY BOLLARD, 6" WITH PLASTIC COVERS,
COLOR: REFER TO SPECS.
PACKAGED HEATING AND COOLING UNITS
CODE DESCRIPTION DETAIL
23-91- A HEATING SYSTEM, INFLOOR, VIEGA SNOWMELT; REF: MECH.
DWGS.
EXTERIOR LIGHTING
CODE DESCRIPTION DETAIL
26-56- A EXTERIOR LIGHTING, AREA LIGHT; REF: ELECT. DWGS.
26-56- AB EXTERIOR LIGHTING, PEDESTRIAN POLE; REF: ELECT. DWGS.
26-56- AC EXTERIOR LIGHTING, BOLLARD LIGHT; REF: ELECT. DWGS.
FENCES AND GATES
CODE DESCRIPTION DETAIL
32-31- A FENCES AND GATES, DOUBLE SWING GATE, BASTEEL
PARIMETER SYSTEM
C5/L-703
RIGID PAVING
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING, INTEGRAL COLOR CONCRETE WITH
STANDARD RETARDER FINISH, COLOR C-34 DARK GRAY
/
CONCRETE PAVING, STANDARD, STANDARD RETARDER FINISH /
CONCRETE PAVING, STANDARD, BROOM FINISH /
AGGREGATE SURFACING
SYMBOL DESCRIPTION DETAIL
AGGREGATE SURFACING, DECOMPOSED GRANITE C3/L-702
SEGMENTAL RETAINING WALLS
SYMBOL DESCRIPTION DETAIL
LIMESTONE WALL A2/L-703
REFERENCE NOTES SCHEDULE
SITE FEATURES PLAN
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-202
SITE FEATURES
PLAN
1 100% CONSTRUCTION DOCUMENTS 7/14/2020
2 STATE SUBMISSION SET 7/17/2020
3 TAC COMMENT REVISIONS 7/31/2020
MATCHLINE - SEE L-201
SITE FEATURES PLAN
MATCHLINE - SEE 2/L-202
MATCHLINE - SEE 1/L-202
3
08/17/20 Alexia Lopez
LIMIT OF WORK
LIMIT OF WORK
RELOCATED SALVAGED
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
CF CF
TWL TWL
SITE FEATURES NOTES
1. SITE UTILITIES SHOWN FOR REFERENCE ONLY. SEE OTHER
DISCIPLINE SHEETS FOR PLANS AND DETAILS.
2. AUTOCAD .DWG FILES WILL BE PROVIDED FOR CONSTRUCTION
LAYOUT.
3. ALL PAVEMENT MARKINGS INTERRUPTED BY DEMOLITION AND
PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH
MATCHING COLOR AND WIDTH.
4. REFER TO OTHER DISCIPLINE SHEETS FOR REPAIR OF EXISTING
SURFACE DUE TO EXTENSION OF OFF-SITE UTILITIES.
5. CONCRETE JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE.
6. DAMAGE TO EXISTING PAVMENT SHALL BE REPLACED WITH
MATCHING COLOR AND FINISH BY CONTRACTOR.
SITE FEATURES LEGEND
CONSTRUCTION FENCE
TEMPORARY WORK LIMIT
TREE PROTECTION FENCING
ISOLATION JOINT
JOINT TYPE B PER
ALIGN
IJ
B
SITE FEATURES PLAN
GENERAL NOTES:
1. PROVIDE LUMP SUM FOR IRRIGATION IN ALL PLANTED LAWNS, PLANTING BEDS,
PLANTERS, AND TREES.
2. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
3. CURB AND PAVEMENT NOT MONOLITHIC.
4. PRECAST CURBS AROUND PLANTING BEDS TO BE DOWNED IN PLACE ON 18" DEEP
CIP CONCRETE FOOTING.
5. BIKE RACKS ARE 316 STAINLESS STEEL, GROUND MOUNT WITH S.S. HARDWARE.
SIMILAR TO FORMS AND SURFACES 'SUMMIT BIKE RACK'.
6. WASTE RECEPTACLES SIMILAR TO FORMS SURFACES 'APEX LITTER AND
RECYCLING', ALUMINUM WITH POWDER COAT.
7. ALL SITE WALLS TO BE MASONRY VENEER WITH CMU BACKING, PRECAST
CONCRETE CAP UNLESS OTHERWISE NOTED, 3' DEEP FOOTING MINIMUM.
8. PAVERS TO BE 2.5" THICK CONCRETE PAVERS, SIMILAR TO HANOVER PREST
PAVERS WITH BITUMINOUS SETTING BED AND CONCRETE BASE.
9. DECOMPOSED GRANITE WALKS TO BE TWO TONE 50/50 MIX 4" DEEP WITH 6" DEEP
FREE DRAINING AGGREGATE BASE.
10. ALL CONCRETE PAVEMENT TO HAVE MACRO AND MICRO FIBER REINFORCEMENT,
LIGHT ROOM DIRECTIONAL FINISH AND SAW CUT JOINTS. APX. 25% JOINTS TO BE
BEVEL EDGE JOINT.
11. ALL HANDRAILS, 316 STAINLESS STEEL, DIRECTIONAL SATIN FINISH
12. PEDESTRIAN SITE LIGHTING TO BE WE-EF LED HEAD WITH STRUCTURA WOOD
POLE. 14' TALL.
13. BENCHES, SIMILAR TO FORMS+SURFACES APEX BENCH WITH WOOD SEAT.
14. PLAZA SITE FURNISHINGS, REFER TO PERSPECTIVE IMAGERY FOR TYPE AND
COUNT. PROVIDE LUMP SUM. ALUMINUM POWDER COAT FROM COMPANY SIMILAR
TO FORM+SURFACES OR LANDSCAPE FORMS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-203
SITE FEATURES
PLAN
1 TAC / BZA COMMENTS 05/14/2020
08/17/20 Alexia Lopez
ORIGIN (STARTING POINT)SURVEY ORIGIN(TO BE MODIFIED)STOPYIELDYIELD YIELDYIELDYIELD YIELDYIELD YIELDYIELD YIELDYIELDWWUGEUGEUGE
UGE UGE
UGE
W W W
WW WW WWUGEWW W
W W W
UGEUGEUGEU
G
EUGE UGE
UGEW
W
W
WWWW WW
W
REAR BUFFERYARD "A"
SPECIAL USE ISNTITUTIONAL, WITH
ADJACENT INSTITUTIONAL USE.
MIN. 10' BUFFERYARD REQUIRED.
FOUR EVERGREEN OR SHADE
TREES, 0 ORNAMENTAL, AND 10
SHRUBS PER 100 LF.SIDE BUFFERYARD "D"; MINIMUM 30'CANNOT BE ACHIEVED WITH EXISTING CONDITIONSPROPERTY LINE LENGTH = 491'SIDE BUFFERYARD "D"
SPECIAL USE INSTITUTIONAL, WITH
ADJACENT SINGLE FAMILY.
MIN. 30' BUFFERYARD REQUIRED.
SHADE OR EVERGREEN TREES: 8.
ORNAMENTAL TREES: 2.
SHRUBS: 20.
NO WORK IN R.O.W. /
OUTSIDE OF PATH.
NO WORK IN R.O.W. /
OUTSIDE OF PATH.
IWR
ISG
ISG
ISG
216.13'
IWR
IWR SIDE BUFFERYARD "D" MINIMUM 30'PROPERTY LINE LENGTH = 746'IWR
IWR
IWR
63.14'66.00'
62.
22'91.22'400.68'IWR
PARKING LOT: SPECIAL USE,
(73) PARKING SPACES, 8 TREES, 40
SHRUBS, REQUIRED
(12) SHADE TREES, (50) SHRUBS
PROVIDED
SIDE BUFFERYARD "D"
SPECIAL USE ISNTITUTIONAL, WITH
ADJACENT SINGLE FAMILY.
MIN. 30' BUFFERYARD REQUIRED.
SHADE OR EVERGREEN TREES: 8.
ORNAMENTAL TREES: 2.
SHRUBS: 20.
ISG
ISGISG
6" CONCRETE CURB
AS BED EDGE
SEDG
706
FORB
30
FORB
30
6
UM
3
IJD
3
ISG
3
JV
7
VDE
BUFFERYARD GROUNDCOVER (1,164 sf)
(50) Rhus aromatica `Gro-Low`
(68) Xanthorhiza simplicissima
BUFFERYARD GROUNDCOVER (636 sf)
(27) Rhus aromatica `Gro-Low`
(37) Xanthorhiza simplicissima
FORB
3
SEDG
883
FORB
12
FORB
30
FORB
30
FORB
12
PVS
409
FORB
12
SEDG
1,291
PVS
652
FORB
30
FORB
30
FORB
30
FORB
31
SEDG
104
6
HPL
UP
5
2
NW
2
CC
1
OV
IWR
3
ISG
3
HPL
3
THESE PARKING SPOTS DO NOT MEET
PLANTING REQUIREMENTS. EACH
PARKING SPACE MUST BE WITHIN 66'
OF A SHADE TREE.
FORB
12
53
PVS
TA
2
CA
8
QRF
6
3
IJD
4
IWR
122
COVE
27
AMCA
49
MUCA
71
AMHU
97
ALSC
87
SAL
17
ITLH
3
HYD
122
SAL
61
GERA
86
SAL
38
GERA
PHLOX
13
GERA
30
GERA
51
IJD
3
HEPP
23
SAL
134
ALSC
36
GERA
750
SAL
246
GRAVEL MAINTENANCE
STRIP
339
SAL
SAL
43
SAL
193
36
SAL
SAL
49 SAL
163 SAL
46
487
SAL
HPL
105
HPL10
VDE
SAL
775
SAL
337
SAL
441
SAL
442
SAL
89
SAL
82
SAL
402
SAL
60
ALSC
478
AHU
139
GERA
982
400
401
HAB
28
OV
2
GERA
242
CM
195
HAB
13
792
GERA
DLO
127
43
AMHU
IRS
42
UM
5
ALSC
124
AHU
40
NW
4
NW
2
4
UP
2
UP
2
LT
1
QB
1
QMU
2
QB
1
QB
2
QMU
TA
3
PB
3
QB
2
UP
1
IVHG
6
UP
2
IVHG
10
IVHG
5
UP
1
GT
1
PB
1
GT
1
QR
4
NW
2
LT
2
3
LT
2
TA
3
NW
1
NW
1
CC
HPL
5
HPL
3
VDE
2
VDE
2
1
CK
1
TA
VDE
3
1
TA
4
TCHPL
3
1
TC
HPL
5
2
TC
5
JV
1
CK
1
CC
EXISTING TREE, 18"
EXISTING TREE, 12"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING
TREE, 18"
EXISTING
TREE, 12"
EXISTING TREE, 36"
EXISTING TREE, 15"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 15"
EXISTING TREE, 30"
EXISTING TREE, 36"
EXISTING TREE, 18"
EXISTING TREE, 18"EXISTING TREES, 4"EXISTING TREE, 15"
EXISTING TREE, 12"
EXISTING TREE, 36"
EXISTING TREE, 24"
EXISTING TREE, 12"
EXISTING TREE, 24"
EXISTING TREE, 8"
1
TA
1
CC
1
NW
1
CK
1
CC
SWAL
7,840 sf
SEDG
4,110
44,306 sf
SWAL
EXISTING TREE, 36"
EXISTING TREE, 8"
REAR BUFFERYARD "A"; MIN. 10'
PROPERTY LINE LENGTH = 217'
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 10"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 8"
EXISTING TREE, 12"
EXISTING TREE, 10"
EXISTING TREE, 12"
EXISTING TREE, 18"
EXISTING TREE, 15"
CE
3
75
GERA
EXISTING TREE, 12"CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
L
I
MI
T
OF
WOR
KLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK1
L-500
PLANTING OVERALL PLAN
1"=20'-0"0 10'20'40'
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
GENERAL NOTES:
1.2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2.ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3.ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4.TOPSOIL DEPTHS:
5.1.TURF - 6"
5.2.GROUND COVER/SHRUBS - 14"
5.3.TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6.ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2.MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4.COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5.INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6.PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7.REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8.FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-500
SITE OVERALL
PLANTING PLAN
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
L-503
L-506
L-505
L-504
08/17/20 Alexia Lopez
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
9. CONTRACTOR TO SALVAGE NOTED PLANTS ON SITE AND STORE UNTIL
INSTALLATION. PROVIDE EQUIVALENT WARRANTY TO OTHER PROVIDERS'
PLANT MATERIAL. REPLACE ANY DAMAGED OR DEAD MATERIAL WITH
EQUIVALENT SIZE PLANTS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-501
SITE PLANTING
PLAN DETAILS
1 100% CONSTRUCTION DOCUMENTS 7/14/2020
2 STATE SUBMISSION SET 7/17/2020
3 TAC COMMENT RESPONSE 7/31/2020
SECTION | PLUG PLANTING
3/4" 1'-0"
O.C.
SPACING
VARIES
SPECIFIED SOIL MIX
PERENNIAL OR NATIVE
GRASS PLUG - TOP OF PLUG
FLUSH W/ SURROUNDING
PLANTING SOIL
2" MULCH - SEE
SPECIFICATION
UNDISTURBED SUBGRADE
E1
P-CCPL-54L-501
MULCH - SEE
SPECIFICATION
TOPSOIL
SUBGRADE
LAWN
SHARP SPADE-CUT
EDGE
DETAIL | SPADE EDGING
3" 1'-0"
F1
P-CCPL-55L-501
3
08/17/20 Alexia Lopez
MUCA Muhlenbergia capillaris `Pink Cloud` / Pink Muhly 1 Gal.
MD Muscari armeniacum `Dark Eyes` / Dark Eyes Grape Hyacinth 5 Gal.
NK Narcissus x `King Alfred` / King Alfred Daffodil 5 Gal.
PHLOX Phlox subulata `Drummond Pink` / Drummond Piunk Creeping Phlox 1 Gal.
SO Symphyotrichum oolentangiense / Sky-blue Aster 10 Flat
SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE SPACING REMARKS
DLO Diervilla lonicera / Dwarf Bush Honeysuckle 3 Gal. 36" o.c.
GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE SPACING REMARKS
CM Coreopsis x `Moonbeam` / Moonbeam Coreopsis 24 Flat 14" o.c.
LM Lamium maculatum `Chequers` / Chequers Dead Nettle 10 Flat 18" o.c.
LR Lamium maculatum `Red Nancy` / Spotted Nettle 10 Flat 8" o.c.
NR Nepeta racemosa `Walker`s Low` / Catmint #1 18" o.c.
PVS Panicum virgatum `Shenandoah` / Shenandoah Switch Grass 1 Gal. 24" o.c.
SAL Sisyrinchium angustifolium `Lucerne` / Lucerne Blue Eyed Grass 24 Flat 12" o.c.
TS3 Superior Turf Sod / Shade Tolerant Blend Sod
TS2 Turf Seed Seed
TS Turf Sod / Drought Tolerant Fescue Blend Sod
MIXES CODE BOTANICAL / COMMON NAME SIZE SPACING REMARKS
BUFF Bufferyard Mix 1 Gal. 50% Rhus aromatica `Gro-Low` 1 Gal. @42" O.C. / 50% Xanthorhiza
simpicissima 1 Gal. 36" O.C.
GERA Geranium Mix 24 Flat 12" o.c. 50% Geranium maculatum,50% Geranium sanguineum
SEDG Native Sedge Mix Plug 14" o.c. Sporobolis heterolepis 40%
Carex pennsylvanica 40%
Carex brevoir 20%
SPB Spring Bulb Mix bulb 12" o.c. Narcissus 40%
Muscari 40%
Crocus 20%
(Spacing - Typ. bulb practices)
FORB Supplemental Native Forb Mix Plug 28" o.c. Echinacea purpurea 50%
Liatris spicata 30%
Eryngium yuccifolium 20%
SWAL Swale Mix Seed "Dry Bottom Detention Basin Seen Mix" or approved equal. See Mix
TREES CODE BOTANICAL / COMMON NAME SIZE REMARKS
CO3 Celtis occidentalis / Common Hackberry 2.5" Cal.
CC Celtis occidentalis `Chicagoland` / Common Hackberry 2.5" Cal.
CK Cladrastis kentukea / American Yellowwood 2.5" Cal.
GT Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" Cal.
JV Juniperus virginiana `Canaertii` / Eastern Red Cedar 8` ht.
LT1 Liriodendron tulipifera / Tulip Tree 2.5" Cal.
LT2 Liriodendron tulipifera / Tulip Poplar 4" Cal.
LT3 Liriodendron tulipifera / Tulip Poplar 5" Cal.
NW Nyssa sylvatica `Wildfire` / Black Gum 2.5" Cal.
OV Ostrya virginiana / American Hophornbeam 2.5" Cal.
PB Platanus x acerifolia `Bloodgood` / London Plane Tree 2.5" Cal.
QB Quercus bicolor / Swamp White Oak 2.5" Cal.
QR Quercus rubra / Red Oak 2.5" Cal.
QR2 Quercus rubra / Red Oak 4" Cal.
QRF Quercus rubur `Fastigiat / Fastigiate English Oak 2.5" Cal.
TA Tilia americana / American Linden 2.5" Cal.
TC Tsuga canadensis / Canadian Hemlock 8` ht.
UP Ulmus americana `Princeton` / American Elm 2.5" Cal.
UM1 Ulmus x `Morton Glossy` / Triumph Elm 2.5" Cal. Non-native
UM3 Ulmus x `Morton Glossy` TM / Triumph Elm 3" Cal.
UM2 Ulmus x `Morton Glossy` TM / Triumph Elm 4" Cal.
UNDERSTORY TREES CODE BOTANICAL / COMMON NAME SIZE REMARKS
CE Cercis canadensis / Eastern Redbud Multi-trunk 1.5" Cal.
CA Cornus alternifolia / Pagoda Dogwood 1.5" Cal.
SHRUBS CODE BOTANICAL / COMMON NAME SIZE REMARKS
*HYD *Transplanted Hydrangea N/A
BG Buxus x `Green Mountain` / Green Mountain Boxwood #3
HAB Hydrangea arborescens `Abetwo` / Incrediball Hydrangea 5 Gal.
HPL Hydrangea paniculata `Little Lime` / Little Lime Hydrangea 5 Gal.
IJD Ilex verticillata `Jim Dandy` / Jim Dandy Winterberry 5 Gal.
IRS Ilex verticillata `Red Sprite` / Red Sprite Winterberry #3
ISG Ilex verticillata `Southern Gentleman` / Southern Gentleman Winterberry Holly 5 Gal.
IWR Ilex verticillata `Winter Red` / Winter Red Holly 5 Gal.
INM Ilex x meserveae `Mondo` TM / Little Rascal Holly #3
IVHG Itea virginica `Henry`s Garnet` / Henry`s Garnet Sweetspire 5 Gal.
ITLH Itea virginica `Little Henry` TM / Virginia Sweetspire 5 Gal.
SM Syringa meyeri `Palibin` / Dwarf Korean Lilac #5
VDE Viburnum dentatum `Arrowwood` / Arrowwood Viburnum 5 Gal.
ACCENT PERENNIALS CODE BOTANICAL / COMMON NAME SIZE REMARKS
ALSC Allium schoenoprasum / Ornamental Chives BULB Allium schoenoprasum
AMCA Amorpha canescens / Leadplant 1 Gal.
AHU Amsonia hubrichtii / Arkansas Blue-star 1 Gal.
AP Anemone x hybrida `Pamina` / Pamina Anemone PLUG
COVE Coreopsis verticillata `Moonbeam` / Threadleaf Coreopsis 1 Gal.
HEPP Heuchera x `Plum Pudding` / Plum Pudding Coral Bells 1 Gal.
ISG
IWR
PLANT SCHEDULE
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
9. CONTRACTOR TO SALVAGE NOTED PLANTS ON SITE AND STORE UNTIL
INSTALLATION. PROVIDE EQUIVALENT WARRANTY TO OTHER PROVIDERS'
PLANT MATERIAL. REPLACE ANY DAMAGED OR DEAD MATERIAL WITH
EQUIVALENT SIZE PLANTS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-502
SITE PLANTING
PLAN SCHEDULES
1 100% CONSTRUCTION DOCUMENTS 7/14/2020
2 STATE SUBMISSION SET 7/17/2020
3 TAC COMMENT RESPONSE 7/31/2020
3
3
08/17/20 Alexia Lopez
W W WW W WW W W W WW WUGE
WUGE
U
G
E
U
G
E
W W W W WWWEXISTING TREE, 36"
EXISTING TREE, 15"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 15"
EXISTING TREE, 30"
EXISTING TREE, 36"
EXISTING TREE, 18"
EXISTING TREE, 18" EXISTING TREES, 4" EXISTING TREE, 15"
EXISTING TREE, 12"
44,306 sI
SWAL
EXISTING TREE, 12"
CE
3
EXISTING TREE, 12"
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
1
L-501
PLANTING PLAN
1"=20'-0"0 10' 20' 40'
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-503
SITE PLANTING
PLAN
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
08/17/20 Alexia Lopez
600CALC CORNER SET X IN WALK ON LINE
ORIGIN (STARTING POINT)SURVEY ORIGIN(TO BE MODIFIED)BOUNDARY LINER.O.W. LINE
R.O.W. LINELIM
I
T
S
O
F
W
O
R
K
LIMITS OF WORKLT2
4
STING CONDITIONSSIDE BUFFERYARD "D"
SPECIAL USE INSTITUTIONAL, WITH
ADJACENT SINGLE FAMILY.
MIN. 30' BUFFERYARD REQUIRED.
SHADE OR EVERGREEN TREES: 8.
ORNAMENTAL TREES: 2.
SHRUBS: 20.
NO WORK IN R.O.W. /
OUTSIDE OF PATH. SIDE BUFFERYARD "D" MINIMUM 30'PROPERTY LINE LENGTH = 746'IWR
IWR
IWR
91.22'IWR
ISG
ISGISG
FORB
30
FORB
30
3
IJD
3
ISG
3
JV
7
VDE
SEDG
899
FORB
12
FORB
30
FORB
30
FORB
12
FORB
12
SEDG
1,291
FORB
30
FORB
30
FORB
30
FORB
31 6
HPL
FORB
12
3
IJD
4
IWR
TC
5
JV
EXISTING TREE, 18"
EXISTING TREE, 12"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING TREE, 18"
EXISTING
TREE, 18"
EXISTING
TREE, 12"
EXISTING TREE, 36"
EXISTING TREE, 24"
EXISTING TREE, 12"
EXISTING TREE, 24"
EXISTING TREE, 8"
1
TA
1
CC
1
NW
EXISTING TREE, 18"
EXISTING TREE, 15" 601 sI
BUFF
1,180 sI
BUFF
87
GERA
63
CM
GERA
120
CM
101
6
HAB
HAB
7
OV
1
GERA
68
CM
74
HAB
7
OV
1
CM
420
GERA
603
HAB
21
649
PVS
680
GERA20
ALSC
20
ALSC
IWR
BG
5
MD
30
SM
2
NR
24 16
ALSC
2
SM
5
BG
SAL
116
28
NK
TS
8,192 sI
SAL
510
ALSC
60
SAL
340
ALSC
60
SAL
340
ALSC
60
ALSC
20
SAL
58
SAL
58
ALSC
20
1
IJD
5
IRS
8
AHU
SAL
345
ALSC
60
ALSC
20
ALSC
20
REPAIR TURF FOR
IRRIGATION
ROUTING AS
NECESSARY
4,796 sI
TS3
PVS
425
TS
615 sI
TS
1,030 sI
TS
1,534 sI
1
UM1
1
UM2
1
UM3 1
LT3
1
LT1
1
LT2
SOD REPAIR AS
NECESSARY
ALONG NEW
WALKWAY
SEDG
700
234 sI
BUFF
LT2
2
QR2
2
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
1
L-504
PLANTING PLAN
1"=20'-0"0 10' 20' 40'
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
9. CONTRACTOR TO SALVAGE NOTED PLANTS ON SITE AND STORE UNTIL
INSTALLATION. PROVIDE EQUIVALENT WARRANTY TO OTHER PROVIDERS'
PLANT MATERIAL. REPLACE ANY DAMAGED OR DEAD MATERIAL WITH
EQUIVALENT SIZE PLANTS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-504
SITE PLANTING
PLAN
1 100% CONSTRUCTION DOCUMENTS 7/14/2020
2 STATE SUBMISSION SET 7/17/2020
3 TAC COMMENT RESPONSE 7/31/2020
MATCHLINE - SEE L-505MATCHLINE - SEE L-5031
L-507
3
3
3
08/17/20 Alexia Lopez
YIELDYIELD YIELDYIELD YIELD YIELDYIELD YIELDYIELD YIELDYIELDWWWWWWWOHUOHUOHUGGGGOHU
OHU
OHU OHU OHUOHUOHUOHU
G
GWWWW WW WW WOHUOHU OHUG G GGOHU
OHU
OHU OHU OHUOHU OHU OHUG
GW WORIGIN (STARTING POINT)BOUNDARY LINE BOUNDARY LINELIMITS OF WORKR.O.W. LINELIMITS OF WORKREAR BUFFERYARD "A"
SPECIAL USE ISNTITUTIONAL, WITH
ADJACENT INSTITUTIONAL USE.
MIN. 10' BUFFERYARD REQUIRED.
FOUR EVERGREEN OR SHADE
TREES, 0 ORNAMENTAL, AND 10
SHRUBS PER 100 LF.SIDE BUFFERYARD "D"; MINIMUM 30'CANNOT BE ACHIEVED WITH EXISTING CONDITIONSPROPERTY LINE LENGTH = 491'NO WORK IN R.O.W. /
OUTSIDE OF PATH.
IWR
ISG
ISG
ISG
216.13'
IWR
IWR
63.14'66.00
'
62
.
2
2
'400.68'PARKING LOT: SPECIAL USE,
(73) PARKING SPACES, 8 TREES, 40
SHRUBS, REQUIRED
(12) SHADE TREES, (50) SHRUBS
PROVIDED
SIDE BUFFERYARD "D"
SPECIAL USE ISNTITUTIONAL, WITH
ADJACENT SINGLE FAMILY.
MIN. 30' BUFFERYARD REQUIRED.
SHADE OR EVERGREEN TREES: 8.
ORNAMENTAL TREES: 2.
SHRUBS: 20.
UP
9
2
NW
2
CC
1
OV
IWR
3
ISG
3
HPL
3
THESE PARKING SPOTS DO NOT MEET
PLANTING REQUIREMENTS. EACH
PARKING SPACE MUST BE WITHIN 66'
OF A SHADE TREE.
FORB
12
CA
6
QRF
6
339
SAL
SAL
43
SAL
193
36
SAL
SAL
70 SAL
163 SAL
46
HPL
10
5
HPL10
VDE
4
UP
2
UP
PB
3
UP
1
IVHG
6
UP
2
IVHG
10
IVHG
5
UP
1
GT
1
PB
1
GT
1
QR
4
2
TA
3
NW
1
NW
1
CC
HPL
5
HPL
3
VDE
2
VDE
2
1
CK
1
TA
VDE
3
1
TA
4
TCHPL
3
1
TC
HPL
5
2
TC
1
CK
1
CC
SWAL
7,840 sI
EXISTING TREE, 36"
EXISTING TREE, 8"
REAR BUFFERYARD "A"; MIN. 10'
PROPERTY LINE LENGTH = 217'
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 10"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 10"
2,075 sI
BUFF
225 sI
BUFF
3,485
SEDG
TS
4,316 sI
230 sI
TS
TS
145 sI
680
GERA20
ALSC
20
ALSC
84
AHU
124
DLO
378
SAL
PB
2
2
QB
3
CO3
3
QB
3,555 sI
BUFF
4,414 sI
TS
QR2
4
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
1
L-505
PLANTING PLAN
1"=20'-0"0 10' 20' 40'
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
9. CONTRACTOR TO SALVAGE NOTED PLANTS ON SITE AND STORE UNTIL
INSTALLATION. PROVIDE EQUIVALENT WARRANTY TO OTHER PROVIDERS'
PLANT MATERIAL. REPLACE ANY DAMAGED OR DEAD MATERIAL WITH
EQUIVALENT SIZE PLANTS.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-505
SITE PLANTING
PLAN
1 100% CONSTRUCTION DOCUMENTS 7/14/2020
2 STATE SUBMISSION SET 7/17/2020
3 TAC COMMENT RESPONSE 7/31/2020
MATCHLINE - SEE L-506
MATCHLINE - SEE L-504
3
08/17/20 Alexia Lopez
STOPUGE UGEUGEQR
4
NW
2
LT
2
3
LT
2
TA
EXISTING TREE, 10"
EXISTING TREE, 12"
EXISTING TREE, 12"
EXISTING TREE, 8"
EXISTING TREE, 10"
L
IM
I
T
O
F
WORKLIMIT OF WORKLIMIT OF WORK18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-52001-800-382-5544
(TWO WORKING DAYS PLEASE)
HOLEY MOLEY SAYS,
"CALL BEFORE YOU DIG"
1
L-504
PLANTING PLAN
1"=20'-0"0 10' 20' 40'
GENERAL NOTES:
1. 2" MULCH SHREDDED HARDWOOD MULCH IN ALL PLANTED AREAS EXCEPT LAWN.
2. ALL TREES IN LAWN TO HAVE 6' DIAMETER MULCH RING.
3. ALL TREES TO BE STAKED WITH TWO SUPPORTS EACH.
4. TOPSOIL DEPTHS:
5.1. TURF - 6"
5.2. GROUND COVER/SHRUBS - 14"
5.3. TREE - DEPTH OF ROOTBALL AND 2X WIDTH
6. ALL TOP SOIL TO BE HORTICULTURAL SOILS WITH SPENT MUSHROOM COMPOST
PLANTING NOTES
1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING
SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR
TO COMMENCEMENT.
2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS
NOTED / DIMENSIONED OTHERWISE. REFER TO PROJECT DETAILS FOR
PLACEMENT OF HATCHED AREAS.
3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR
REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES
AND VERIFY IN THE FIELD. REFER TO THE MEP AND CIVIL PLANS FOR
PROPOSED UTILITIES.
4. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF
SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING
CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION.
5. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT
OTHERWISE IDENTIFIED FOR PLANT MATERIAL.
6. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS.
7. REFER TO SPECIFICATIONS FOR PLANT STAGING, HANDLING, PLANTING,
AND STAKING REQUIREMENTS.
8. FAILURE TO FOLLOW PLANTING PLAN DESIGN WILL RESULT IN REMOVAL
OF NON-CONFORMING PLANTS AND PURCHASE OF NEW PLANTS AT COST
OF CONTRACTOR.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-506
SITE PLANTING
PLAN
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
MATCHLINE - SEE L-505
08/17/20 Alexia Lopez
08/17/20 Alexia Lopez
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-701
SITE DETAILS
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
9.6
33.6
30.0
2.38
32.0
A A
2113 Shown SECTION A-A
SCALE 1 : 8
DETAIL | SARIS BIKE RACK
3/4" 1'-0"
SURFACE INSTALL PER MANUFACTURERS INSTRUCTION
A5
P-CCPL-59L-701
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER
FRONT VIEW
- LASER-CUT STEEL DOM TUBING.
- STAINLESS STEEL AIRCRAFT CABLE.
- PHILIPS AND STANDARD SCREWDRIVERS, STEEL CORE TIRE
LEVERS (2), HEADSET/PEDAL WRENCH, 8/10 AND
9/11MM CONE WRENCHES, TORX T-25, HEX KEY SET.
SPECIFICATIONS:
MATERIAL:
TOOL TETHERING:
TOOLS INCLUDED:
SIDE VIEW
BIKE REPAIR STATION
3/4" 1'-0"
B5
P-CCPL-58L-701
DETAIL | CORDIA BIKE RACK
3/4" 1'-0"
1'-8"2'-1012"1 12"
8"
8"2"SURFACE
MOUNTED WITH
EMBEDDED
ANCHORS
312"
D5
P-CCPL-56L-701
DETAIL | BENCH PAD
1/2" 1'-0"
6'-0"
12'-0"
2'-117 8"
COMPANION SEATING
2'-117 8"
COMPANION SEATING
4'-0"
6"
CL
ASPHALT PAVING; REF: CIVIL DWGS.
5" POURED-IN-PLACE CONCRETE PAD
SURFACE MOUNT, PER MANUFAACTURER
6' BENCH, BACKED
5" POURED-IN-PLACE
CONCRETE PAD
6' BENCH, BACKED
P-CCPL-60
E3
L-701
GRADE
1" ߰ 1'-0"
2'-4"6'-0" MIN.REFER TO SPEC SECTION
107516 "GROUND SET
POLES"
CONCRETE
FOOTING
BLACK
ASPHALTUM
PAINT ON POLE
BELOW GRADE
STEEL
CENTERING
WEDGES
(6) #6 VERTICAL
BARS, #3 TIES
SPACES AT 12"
O.C.
SECTION | FLAG POLE BASE
WATERPROOF COMPOUND
2" DEEP
HARDWOOD WEDGES
REMOVE AFTER
TAMPING SAND
DRY SAND TIGHTLY TAMPED
AFTER ALIGNING POLE
FOUNDATION SLEEVE
HOT DIP GALVANIZED STEEL
STEEL BASE PLATE
STEEL SUPPORT
PLATE WELDED TO
STEEL GROUND SPIKE
ELECTRICAL CONDUIT; REF
ELECTRICAL DWGS.
P-CCPL-561
A2
L-701
DETAIL | SCULPTURE PAD
3/4" 1'-0"
REF: SCULPTURE SCHEDULE
4"3'-6" MIN.1'-4"
REF: SCULPTURE SCHEDULE
REF: SCULPTURE SCHEDULESCULPTURE BASE,
SURFACE
RETARDER FINISH
6"6"6"3" CLEAR MIN., TYP.
#3 12" O.C., EW
(2) #3 BENT BAR,
12" LAP MIN.
(4) #4 VERTICAL
BARS WITH #3
CLOSED TIES AT
12" O.C.
PLAN VIEW
SECTION2" MIN.2" CHAMFER EDGE
FG
A4
P-CCPL-68L-701
DETAIL | LITTER RECEPTACLE
3/4" 1'-0"
2'-012"
OPENING AND TURN LID TO EMPTY
LOCK
8"
SQUARE BAR BASKET INSERT
2'-9"SURFACE MOUNTED,
ANCHORING HARDWARE BY
OTHERS
C4
P-CCPL-75L-701
08/17/20 Alexia Lopez
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-702
SITE DETAILS
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
#5@12"O.C. BOTH WAYS, TYP
18" MIN
TYP8"MIN 2'-10" TYP12"
MIN
3'-0"TYP8"TYP PRECAST CONCRETE STAIR TREAD
SET ON MORTAR BASE W/ 1
2"Ø X 4"
MIN. SS PIN, 2 PER PIECE, MIN. 4000
PSI CAST-IN-PLACE CONCRETE BASE
COMPACTED OR UNDISTURBED
SUBGRADE
COMPACTED AGGREGATE BASE
EMBEDDED 1 1
2"Ø ANODIZED
ALUMINUM HANDRAIL POST, FINISH
COLOR: TBD. CORE DRILL CONC.
PAVING & SET, FILL ALL VOIDS W/
EPOXY, PROVIDE SLIP FLANGE OVER
EVERY BASE
THICKEN CONCRETE PAVEMENT
AT TOP OF STAIRS, TURN DOWN
REINFORCING, TYP
1
2"ØX18" DOWELS SET AT 24"
O.C MIN. AT CONCRETE SLAB
EXPANSION JOINTS, FILL
VOIDS W/ NON-SHRINK
EPOXY GROUT
12"12"12"
MIN
1
16" DEEP CHANNEL AT NOSE OF ALL
STAIRS W/ ACID WASH FINISH TO
EXPOSE AGGREGATE FOR ANTI-SLIP
PROTECTION
NOSE OF STAIR TREAD
TOP OF TREAD TO BE SLIP
RESISTANT FINISH.
1
2"
TYP
PRECAST CONCRETE STAIR TREADS
TO MATCH ARCH. PRECAST TYPE 1.
PROVIDE ANTI-SLIP FINISH ON TOP
SURFACE
PITCH
1
2"R
2"
1
2"6"TYP1
16" DEEP CHANNEL AT NOSE OF ALL
STAIRS W/ ACID WASH FINISH TO
EXPOSE AGGREGATE FOR ANTI-SLIP
PROTECTION
TYPICAL TREAD
1'-0"
TYP
4"
MIN.
STAIR SECTION
1/2" = 1'-0"
10"
TYPICAL SECTION STAIR PLAN
R3
"2"58"714"A4
P-CCPL-62
PLAN:
SECTION 'A-A':
A A
NOTES:
1. SET ESCUTCHEON PLATE ON
SILICONE ADHESIVE BASE.
2. SUBMIT COMPLETE SHOP
DRAWINGS FOR REVIEW PER
SPEC. 055213.
DETAIL | HANDRAIL POST ESCUTCHEON PLATE
6" = 1'-0"
1"
CL
1"
R2"
1" 1" 1" 1" 78" 1916" 1916"4"2" 2"
4"
1" 1"
R2"HANDRAIL POST PER
ELEVATIONS AND DETAILS
HANDRAIL POST PER
ELEVATIONS AND DETAILS
FINISH GRADE
PAVING OR STAIR TREAD
SUBSTRATE PER PLANS AND
DETAILS
NON-SHRINK GROUT PER
HANDRAIL EMBEDMENT
DETAILS
JOINT SEALANT (CLEAR), TYP.
3 12"Ø CORE DRILL HOLE
14" X 4"Ø ESCUTCHEON PLATE
(SPEC. 055213)
14" X 4"Ø ESCUTCHEON PLATE
(SPEC. 055213)
3 12"Ø CORE DRILL HOLE
C6
P-CCPL-64L-702
DETAIL | HANDRAIL POST (GROUND MOUNT)
3" = 1'-0"
17 8"EQ. EQ.
312"Ø
CONCRETE PAVING APPLICATION:6" MIN. 3'-0"DETAIL
HANDRAIL POST
ESCUTCHEON PLATE
HANDRAIL (DASHED):
2"Ø SCH. 40 PIPE (SPEC. 055213)
SHAPE HANDRAIL POST TO
MATCH PROFILE OF HANDRAIL,
TYP.
HANDRAIL POST:
3 4 " X 1 7 8" BAR STOCK
(SPEC. 055213)
FINISH GRADE
CONCRETE PAVING PER PLANS
AND DETAILS; THICKEN AS
REQ'D FOR MIN. HANDRAIL
EMBEDMENT
FILL CORE-DRILLED HOLE
COMPLETELY W/ NON-SHRINK
GROUT
CONCRETE PAVING FOR UNIT
PAVER SUBSTRATE; THICKEN
AS REQ'D FOR MIN. HANDRAIL
EMBEDMENT
CORE-DRILLED HOLE
C4
P-CCPL-63L-702
SECTION | PEDESTRIAN LIGHT POLE PAD
CL
CENTERLINE OF LIGHT POLE
LIGHT POLE (REF: ELEC.
DWGS.)
LIGHT POLE ANCHOR BOLT
SHROUD (REF: ELEC. DWGS.)
ORGANIC MULCH
(SPEC. 329300)
FINISH GRADE
PLANTING SOIL MIX FOR
PLANTS (SPEC. 329119)
CONCRETE PAVING OVERLAY
PER PLANS AND DETAILS
CAST-IN-PLACE CONCRETE
POLE BASE (REF: ELEC. DWGS.)
ANCHOR BOLTS, CONDUIT AND
GROUNDING (REF: ELEC.
DWGS.)
NOTE:
'D' = DEPTH PER CONCRETE PAVING DETAILS
1'-6"
9" 9"'D'1/2" = 1'-0"
E4
P-CCPL-66L-702
'B'
EQ.
CL
EQ.
CENTERLINE OF LIGHT POLE
LIGHT POLE (REF: ELEC.
DWGS.)
LIGHT POLE ANCHOR BOLT
SHROUD (REF: ELEC. DWGS.)
ORGANIC MULCH
(SPEC. 329300)
FINISH GRADE
PLANTING SOIL MIX FOR
PLANTS (SPEC. 329119)
CONCRETE PAVING OVERLAY
PER PLANS AND DETAILS
CAST-IN-PLACE CONCRETE
POLE BASE (REF: ELEC. DWGS.)
ANCHOR BOLTS, CONDUIT AND
GROUDING (REF: ELEC. DWGS.)
NOTE:
'B' = WIDTH OF CONCRETE POLE BASE PER PLANS
PEDESTRIAN LIGHT POLE PAD | IN PLANTING
1/2" = 1'-0"
E3
P-CCPL-65 L-702
4" FACE OF UTILITY
OR STRUCTURE
MINERAL MULCH,
HOLD DOWN 1"
FROM FLASHING
FILTER FABRIC,
TYP.
STEEL EDGING
FINISH GRADE
COMPACTED SUBGRADE
1" = 1'-0"
DETAIL | MAINTENANCE STRIP
1'-0"1"C3
P-CCPL-67L-702
SECTION | AGGREGATE SURFACE PAVING
1 1/2" = 1'-0" 6" 3"FINISH GRADE
COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR
STABLIZED DECOMPOSED
GRANITE SURFACING
(SPEC. 321540)
COMPACTED No. 53 STONE BASE
GEOFABRIC
UNDISTURBED SUBGRADE1'-6" MIN.L-702 P-CCPL-560
A31'-6"3"CLR.3"CLR.4"
#3 VERT. @ 24" O.C.
#3 HORIZ. (CONT.) @ TOP &
BOTTOM
TRANSVERSE MEDIUM BROOM
FINISH
14" EDGE RADIUS, TYP.
CONCRETE RIBBON CURB
PLANTING AREA
FINISH GRADE
ISOLATION JOINT
(REF: )
SECTION | CONCRETE RIBBON CURB
SECTION
CONCRETE PAVING
(LIGHT DUTY)
D1/L-201
1 1/2" = 1'-0"
A1
P-CCPL-74L-702
08/17/20 Alexia Lopez
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-703
SITE DETAILS
1 DESIGN DEVELOPMENT ESTIMATE PACKAGE 4/13/2020
2 TAC / BZA COMMENTS 05/14/2020
SECTION | WALL AND PLANTING AREA
3/4" 1'-0"
1'-0" 8'-6" 8"
T/WALL
763.07'
T/GRADE BEAM
760.78'
B/GRADE BEAM
757.78'2'-312"3'-0" CITY HALL PARKING LOT W. WASHINGTON ST. SIDEWALK
PLANTING AREA - REFER TO PLANTING AND SOILS PLANS
SECTION
PLANTER CURBSIM.
SECTION
CONCRETE PAVING
(LIGHT DUTY)
SECTION
CONCRETE PAVING
(LIGHT DUTY)
SECTION
THRESHOLD WALL SIM.
12" DEPTH MANUFACTURED
SOIL MIX (SPEC. 329119)
SLOPE VARIES
SLOPE VARIES
SLOPE VARIES
FINISH GRADE
2" DEPTH ORGANIC MULCH
(SPEC. 329300)
L-703 P-CCPL-69
E3
SECTION | THRESHOLD WALL
1 1/2" 1'-0"
1'-0"
1'-0"3'-0"12" VARIES (SEE WALL ELEVATIONS)1 4" EASED EDGE (ALL CORNERS)
DOLOMITIC LIMESTONE BLOCK
W/ BUSH HAMMER FINISH
FRONT AND BACK FACES (ALL
OTHER FACES SHALL BE
SMOOTH SAWN)
'BACK FACE'
(BUSH HAMMER FINISH)
'FRONT FACE'
(BUSH
HAMMER
FINISH)
2" 2"8"3"CLR.MORTAR SETTING BED
STAINLESS-STEEL MASONRY
DOWEL; 3 4"Ø X 1'-6" PER OTHER
DETAILS (EMBED 9" IN
CONCRETE; DRILL AND EPOXY
W/ HILTY HY-200)
CONCRETE PAVING, TYP.
(SEE PLANS)
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
CAST-IN-PLACE CONCRETE
(SPEC. 033053)
COMPACTED SUBGRADE
ISOLATION JOINT WITHOUT
DOWEL, TYP. (REF: )
COATED PORTIONS OF
LIMESTONE BELOW FINISH
GRADE WITH CEMENTITIOUS
COATING
SKATEBOARD DETERRENT
NOTCH (WHERE SHOWN)
C6
P-CCPL-73L-703
CONCRETE PAVING JOINT DETAILS
1 1/2" 1'-0"
SAWCUT JOINT
TOOLED ISOLATION JOINT (1/4" EDGE
RADIUS) W/ PRE-FORMED JOINT MATERIAL,
ZIP-STRIP AND SEALANT
NOTE:
DO NOT RETRACE TOOLED JOINTS AFTER
BROOM FINISH, UNLESS NOTED
OTHERWISE.
18"1"18"1"12"
12"
BUILDING FACE AT
BUILDING ENTRY
THAT REQUIRES
PROTECTION FROM
FROST HEAVE OF
THE CONCRETE
PAVING
ISOLATION JOINT WITHIN PAVING:
ISOLATION JOINT @ VERTICAL CONSTRUCTION (FOR BUILDING ENTRY):
CONTRACTION JOINT 'A' (SINGLE CUT JOINT):
CONTRACTION JOINT 'B' (DOUBLE CUT JOINT):
NOTE:
SAWCUT JOINT AS SOON AS POSSIBLE
AFTER THE CONCRETE HARDENS. THE
CONCRETE IS HARD ENOUGH WHEN THE
BLADE DOES NOT DISLODGE AGGREGATE
AND WHEN THE EDGES OF THE CUT DO
NOT RAVEL. COMPLETE SAWCUTTING
BEFORE SHRINKAGE BECOMES
SUFFICIENT TO PRODUCT CRACKING.
3"
NOTE:
DO NOT RETRACE TOOLED JOINTS AFTER
BROOM FINISH, UNLESS NOTED
OTHERWISE.
TOOLED ISOLATION JOINT (1/4" EDGE
RADIUS) W/ PRE-FORMED JOINT MATERIAL,
ZIP-STRIP AND SEALANT
NOTE:
SAWCUT JOINT AS SOON AS POSSIBLE
AFTER THE CONCRETE HARDENS. THE
CONCRETE IS HARD ENOUGH WHEN THE
BLADE DOES NOT DISLODGE AGGREGATE
AND WHEN THE EDGES OF THE CUT DO
NOT RAVEL. COMPLETE SAWCUTTING
BEFORE SHRINKAGE BECOMES
SUFFICIENT TO PRODUCT CRACKING.
SAWCUT JOINT W/ BEVELED EDGE AS
SHOWN (BASED ON PROEDGE BEVELED
BLADE PROFILE 'XL-V23')
CONCRETE PAVING
CONCRETE PAVING
CONCRETE PAVING
CONCRETE PAVING (REF: CIVIL DWGS.)
'DIAMOND DOWEL' TAPERED PLATE DOWEL
@ 24" O.C.; INSTAL PER MANUFACTURER
INSTRUCTIONS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED)
1/4"1"CONTRACTION JOINT 'C' (TOOLED EDGE RADIUS):
NOTE:
DO NOT RETRACE TOOLED JOINTS AFTER
BROOM FINISH, UNLESS NOTED
OTHERWISE.
TOOLED CONTRACTION
JOINT W/ 1/4" EDGE RADIUS (EACH SIDE)
CONCRETE PAVING
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL
14"5 8"
TOOLED ISOLATION JOINT (1/4" EDGE
RADIUS) W/ PRE-FORMED JOINT MATERIAL,
ZIP-STRIP AND SEALANT
NOTE:
DO NOT RETRACE TOOLED JOINTS AFTER
BROOM FINISH, UNLESS NOTED
OTHERWISE.
12"
BUILDING FACE,
STRUCTURE,
COLUMN, AND/OR
WALL NOT
REQUIRING JOINT
DOWEL FOR
CONTROLLING
FROST HEAVE
ISOLATION JOINT @ VERTICAL CONSTRUCTION (NOT @ BUILDING ENTRY):
3"
CONCRETE PAVING
12"L x 3/8"Ø JOINT DOWEL @ 24" O.C.
DRILL HOLE 1/8" LARGER THAN JOINT
DOWEL Ø TO ALLOW FREE MOVEMENT
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL
A2
P-CCPL-70L-703
SECTION | CONCRETE PAVING (LIGHT DUTY)
1 1/2" 1'-0"
COMPACTED No. 53
STONE BASE
COMPACTED
SUBGRADE TO 95%
STANDARD PROCTOR5" 4" CONCRETE PAVING;
FINISH PER PLANS
AND SPECIFICATIONS
NOTES:
1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
3. REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
4. PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
WELDED-WIRE
REINFORCEMENT
PLACED MID-DEPTH
(IF REQUIRED BY
SPECIFICATIONS)
C3
P-CCPL-72 L-703
SECTION | CONCRETE PAVING (HEAVY DUTY)
1 1/2" 1'-0"
CONCRETE PAVING;
FINISH PER PLANS
AND SPECIFICATIONS
COMPACTED No. 53
STONE BASE
12" DEPTH
COMPACTED
SUBGRADE TO 95%
STANDARD PROCTOR8"6" NOTES:
1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
3. REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
4. PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
WELDED-WIRE
REINFORCEMENT
PLACED MID-DEPTH
(IF REQUIRED BY
SPECIFICATIONS)
E3
P-CCPL-71L-703
08/17/20 Alexia Lopez
08/17/20 Alexia Lopez