HomeMy WebLinkAbout16_G1.02-SITE LAYOUT PLAN -BASEBALL COMPLEXESA110A1111
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SITE KEYNOTES
(DOTTEDHATCH)HEAVYDUTYASPHALTPAVEMENTWITHPETROMATENVIRO
PAVINGFABRIC- INSTALLPERMANUF.GUIDANCEANDRECOMMENDATIONS,
SEEDETAIL#13SHTG4.0
STANDARDCONCRETECURBING/RETAININGCURBWALL;VARIESIN HEIGHT,
SEECIVILDRAWINGSANDDETAIL#14SHTG4.OFORFURTHERINFORMATION
(HONEYCOMBHATCH)4"CONCRETEWALK,SEEDETAILS#3, #7	SHTG4.0
MONOLITHICCURBANDWALK,SEEDETAIL#1SHTG4.0
ADAACCESSIBLECURBRAMPTYPE "A",SEEDETAIL#12SHTG4.0
(NEW )WALKTO EXISTINGWALK,SEEDETAILS#2SHTG4.0
EXISTING ACCESSIBLE RAMP TO REMAIN , PROTECT DURING CONSTRUCTION
EXISTING ASPHALT PAVING TO REMAIN , PROTECT DURING CONSTRUCTION
EXISTING LAWN; SEE L1.0 FOR FURTHER INFORMATION
CURB TAPER, SEE DETAIL #17 SHT. G4.0
EXISTING VARSITY SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR
FURTHER INFORMATION
SEE DETAIL #15 & #16 SHT. G4.0
(NEW) STOP SIGNS (2)
(NEW) 8' ORNAMENTAL FENCING, SEE ARCHITECTURAL DRAWINGS AND
DETAIL #11 SHT G4.0 FOR FURTHER INFORMATION
1' WIDE x12'+/- LONG WHITE PAINTED STOP BAR
4" WIDE WHITE PAINTED LINE, TYP AT CAR 9X20 +/- PARKING SPACES AND ADA
PARKING SPACES
CJ -TYPICAL CONTRACTION JOINS, SEE DETAILS #6 & #7 SHT G4.0
EJ - TYPICAL EXPANSION JOINTS, SEE DETAILS #6 & #7 SHT G4.0
ACCESSIBLE CROSSWALK: 4" BLUE PAINTED DIAGONAL LINES, SEE DETAIL #10
SHT G4.O
(NEW) MASONRY COLUMN ENTRY AND FENCING, SEE ARCHITECTURAL
DRAWINGS FOR FURTHER INFORMATION
EXISTING FENCING TO REMAIN, PROTECT DURING THE START OF
CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION
NEW 8' CHAIN LINK FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH
EX. TYP, SEE DETAILS #4, #6, & #7 SHT G4.01 AND PROJECT MANUAL FOR
FUTHER INFORMATION
NEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT
G4.02
NEW 5'-7" HIGH MACRO BOX SLIDE GATE; COLOR (BLACK), 50' MAX
OPENING, BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES
PER MANUF. WRITTEN RECOMMENDATIONS. PROVIDE A SLIDE DRIVE 40
WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PER
SECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TO
FUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE
LOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO
COMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP
DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE IS
TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5B
SHT. G4.02 FOR GATE
NEW 8' HIGH SINGLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4
SHT G4.02
NEW 5' HIGH FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH
EXISTING, SEE DETAILS #4, #6 & #7 SHT G4.01 AND PROJECT MANUAL FOR
FURTHER INFORMATION
NEW 5' HIGH DOUBLE FENCE GATE TO MATCH EXISTING,
SEE DETAIL #4 SHT G4.02
EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER
INFORMATION
EXISTING FOUL LINE POLES; (1) LEFT FIELD FOUL POLE TO BE CLEANED,
REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSED
OF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FOUL POLE PER DETAIL #3
G4.02
(NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING ATTACHED TO
EXISTING BACKSTOP FENCING, SEE DETAIL #6 & #7 SHT G4.01
(NEW) TENSION NETTING SYSTEM AND ACCESSORIES; 40' HIGH x 80' LONG
NETTING. TENSION NETTING SYSTEM FOUNDATIONS ARE TO BE
CONSTRUCTED AND INSTALLED PER MANUFACTURES RECOMMENDATIONS.
HEAVY DUTY PAVEMENT AT EXISTING PAVING, SEE DETAIL #18 SHT G4.0
RELOCATED EX. CONCRETE JERSEY BARRIER STOCKPILE PITS (9+/-).
(2) CANTILEVER BATTING TUNNELS; STANDARD BLACK POWDER COATED
FINISH - 75' LENGTH - END BAY WIDTH 20'-11" - MIDDLE BAY WIDTH @ 18'-9" -
INSTALL PER MANUF. GUIDANCE AND RECONMONDATIONS. BATTING CAGE
FOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUF.
RECOMMENDATIONS. EXISTING CONCRETE PADS TO REMAIN- CLEAN AND
REPAIR AS NEEDED, PROTECT EXISTING CONCRETE PADS DURING THE
START OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02
(CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0
PARKING BUMPERS: PROVIDE PRECAST CONCRETE PARKING BUMPERS -
6' IN LENGTH IN SPECIFIED ( YELLOW ) AND ( HANDICAPPED BLUE ) IN
QUANTITIES AND WITHIN SPECIFIED LOCATIONS AS NOTED ON DRAWINGS.
EACH PARKING BUMPER IS TO BE INSTALLED ON AT-GRADE OF ASPHALT
PAVEMENT - AND SHOULD BE MANUFACTURED WITH TWO HOLES TO
ACCOMMODATE THE INSTALLATION OF REBAR, SEE PROJECT MANUAL
FOR FURTHER INFORMATION.
TYPICAL CONCRETE STOOP: SEE STRUCTURAL DRAWINGS FOR FURTHER
INFORMATION
( 6 TOTAL ) SIX SPACE BIKE RACKS SHALL BE ORIGINAL APEX "INVERTED U"
BIKE PARKING WITH EMBEDMENT TYPE INSTALLATION AS MANUF. BY
SITESCAPES 402-421-9479 IN COLOR AND FINISH AS SELECTED BY
ARCHITECT ( BLACK ) TYP, SEE DETAIL #19 SHT. G4.0
NEW 7'-7" TALL , 46' MAX OPENING, MACRO BOX SLIDE GATE BY PRO
ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF.
WRITTEN RECOMMENDATIONS, COLOR IS TO MATCH EXISTING FENCING
( BLACK ). PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATE
OPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERY
BACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH AN
OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THE
INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLY
WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP
DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT.
GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING.
SEE DETIAL #5A SHT. G4.02 FOR GATE
NEW KNOX LOCK BOXES (3 TOTAL); PROVIDE ( 1 ) KNOX LOCK BOX AT
SPECIFIED GATE LOCATION
SEE SU1.02 FOR SANITARY CONNECTION
EXISTING CONCRETE PAVING TO REMAIN, PROTECT
DURING CONSTRUCTION
EXISTING FENCING TO REMAIN, PROTECT DURING
CONSTRUCTION
PROPOSED SITE LEGEND
HEAVY DUTY ASPHALT PAVEMENT
6" CONCRETE SIDEWALK / PAD
4" MONOLITHIC WALK AND CURB
4" CONCRETE SIDEWALK
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED
BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
GENERAL NOTES
ARCHITECT
CARMEL CLAY SCHOOLS
REV.
NO. DESCRIPTION DATE
CONSULTANT
ADDENDUM #1 6/01/20211
DESIGN DEVELOPMENT
WWW.FHAI.COM317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 E MAIN STREET
CARMEL, IN 46033
CARMEL
HARTMAN FIELD
IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: 05/12/2021
DRAWN BY:EB
PROJECT
220127.00
W IL L IAME.PAY
N
ER E G I S TERE
D
IND I A N AARCHITE CT4169
STATE OF
No.
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
ADDENDUM #2 6/07/20212
ADDENDUM #3 6/11/20213
G1.02
SITE LAYOUT PLAN - BASEBALL
COMPLEXES
30 900 30 60
VICINITY MAP
SEE ENLARGED PLAN G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT
08/19/21