REBID - University High - Extend Parent Loop

SCHOOL BOARD
MEMBERS
RUBEN COLON BOARD CHAIR
KRISTA GOODRICH BOARD VICE CHAIR
DONNA BROSEMER MEMBER
JAMIE HAYNES MEMBER
JESSICA THOMPSON MEMBER
CARMEN J. BALGOBIN SUPERINTENDENT
DESCRIPTION OF WORK ENGINEERS & CONSULTANTS INDEX OF DRAWINGS
PARENT LOOP EXTENSION AND G001 COVER SHEET
MISCELLANEOUS LIGHTING AND SITE ENGINEER A Full Service A & E Firm
CPH CONSULTING, INC.
1117 E. ROBINSON STREET Architects M / E / P
Engineers Planners
IMPROVEMENTS ORLANDO, FLORIDA 32801 Environmental Structural
(407) 425-0452 Landscape Architects Surveyors
www.cphcorp.com
Traffic/Transportation
BEN BUENCAMINO
1117 East Robinson Street Orlando, FL 32801
bbuencamino@cphcorp.com Phone: 407.425.0452
WWW.CPHCORP.COM Licenses: C101 DIMENSION AND STRIPING PLAN
Eng. C.O.A. No. 3215 Arch. Lic. No. AA2600926
Survey L.B. No. 7143 Landscape Lic. No. LC0000298
SURVEYOR
A Full Service A & E Firm C500
CPH CONSULTING, INC.
Architect's Statement of Compliance
500 WEST FULTON STREET Architects M / E / P
To the best of my knowledge, these drawings and the project manual are complete and comply with Engineers Planners
SANFORD, FLORIDA 32771
Environmental Structural
the Florida Building Code. (407)322-6841 Landscape Architects Surveyors
www.cphcorp.com
Traffic/Transportation THOMAS GALLOWAY, P.L.S.
500 W.Fulton Street Sanford, FL 32771
tgalloway@cphcorp.com
Phone: 407.322.6841
WWW.CPHCORP.COM Licenses:
Eng. C.O.A. No. 3215 Arch. Lic. No. AA2600926
BUILDING DATA Survey L.B. No. 7143 Landscape Lic. No. LC0000298
LOCATION MAP
PROJECT
N
LOCATION
CONSTRUCTION DOCUMENTS 02.07.25
NOT TO SCALE
.EVA
ENIP
G002 GENERAL NOTES
C100 DEMOLITION PLAN
GENERAL NOTES AND DETAILS
E001 ELECTRICAL GENERAL NOTES
E100 ELECTRICAL DEMOLITION PLAN
W. RHODE ISLAND AVE.
SNOISIVER
YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
ALLEN C. LANE, JR., P.E.
FL. REG. No. 60144
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
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5818452
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Engineer
Allen C. Lane, Jr., P.E.
BCB BCB
02.07.25 2501359
SHEET TITLE
TES
DEMROFNOC
POOL
TNERAP
DNETXE
UNIVERSITY HIGH SCHOOL
VOLUSIA
EXTEND PARENT LOOP
COUNTY SCHOOLS
"LEADING WITH GRACE AND RESPECT"
THE SCHOOL BOARD OF VOLUSIA VCS Project NO. 2548185
COUNTY FLORIDA
200 North Clara Avenue
DeLand, Florida 32720
1000 RHODE ISLAND AVE., ORANGE CITY, VOLUSIA COUNTY,
FLORIDA 32763
C102 DRAINAGE AND GRADING PLAN
E101 ELECTRICAL CONSTRUCTION PLAN
E200 PHOTOMETRIC SITE PLAN
E300 ELECTRICAL SCHEDULES & DETAILS
V0.1 COVER SHEET
V1.1 TOPOGRAPHIC SURVEY
V1.2 TOPOGRAPHIC SURVEY
LADY BIRD LN.
ADELINE ST.
Y
W
K BIRCH AVE.
P
E
D
SI
T
S
E
W
DOGWOOD AVE.
.R
D COVER SHEET
N
A
C
E W. FERN DR.
P
G001
6202/6/1

GENERAL PROJECT DATA
CLEARING AND GRUBBING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR
FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JAN. 15, 2025. ANY REVISIONS THERE AFTER
PAVING, AND DRAINAGE FACILITIES.
WILL BE DATED AND NOTED ON THE AFFECTED DRAWING(S).
MATERIALS STORAGE/DEBRIS REMOVAL:
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE BASED ON TOPOGRAPHIC SURVEY DATED NOV. 26, 2024
ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS
PREPARED BY CPH SURVEYING. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OR THOROUGHNESS OF THIS
SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON-ORGANIC) FILL STOCKPILES AND
INFORMATION. PRIOR TO COMMENCING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS
ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
UTILITY COMPANIES WHOSE FRANCHISE INCLUDES THIS AREA, AND SCHOOL BOARD MAINTENANCE PERSONNEL, TO LOCATE
UNSUITABLE FILL MATERIALS FROM THE SITE.
SUBSURFACE UTILITY LINES AND TO ARRANGE FOR RELOCATION OF THESE UTILITY LINES AS NECESSARY.
FILL MATERIAL:
THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR
ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIALS THAT
LOCATED BY THE UTILITY COMPANY. ALL UTILITIES EXCLUDING VOLUSIA COUNTY POTABLE WATER THAT INTERFERE WITH THE
WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL.
PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE ANY
UTILITY MODIFICATIONS WITH THE PROJECT WORK POTABLE WATER MAIN MODIFICATIONS ARE TO BE COMPLETED BY THE
COMPACTION:
CONTRACTOR AND COORDINATED WITH VOLUSIA COUNTY WATER UTILITIES PRIOR TO COMPLETING THE WORK. ANY DELAY,
FILL MATERIALS PLACED UNDER PAVEMENT AND SIDEWALKS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED
INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE
IN AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180.
CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED.
FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER
AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS
THE FLORIDA STATUTES (F.S.556) REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO (2) WORKING
PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL.
DAYS PRIOR TO EXCAVATING. THE ONLY SAFE AND RELIABLE WAY TO LOCATE EITHER THE MAINS OR SERVICE LINES IS BY ONSITE
INSPECTION BY GAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE DIRECTED TO TELEPHONE THE GAS COMPANY TWO (2)
SURFACE DRAINAGE:
WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA.
THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY
ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND
"Florida Law (F.S. 556) Underground Facility Damage Prevention and Safety Act mandates that excavators/contractors shall contact Sunshine
REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY. 811 (fka: Sunshine State one-Call of Florida) by calling 800-432-4770 or 811 at least 2 full business days prior to beginning any excavation or
demolition to allow member operators an opportunity to identify and mark their underground facilities and appropriately response to the
GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE
Positive Response System."
PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS
THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE
THE OWNER SHALL HAVE THE RIGHT TO SALVAGE MATERIAL OR EQUIPMENT. ALL MATERIAL OR EQUIPMENT NOT SALVAGED BY THE
PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADING HAS BEEN
OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE.
COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE
THAT THE GRADING INTENT HAS BEEN ACHIEVED.
THE CONTRACTOR SHALL CONFORM WITH ALL INSPECTION REQUIREMENTS OF THE VOLUSIA COUNTY SCHOOL BOARD AND CITY OF
ORANGE CITY. FAILURE TO COMPLY WITH INSPECTION REQUIREMENTS SHALL RESULT IN NON-ACCEPTANCE OF SPECIFIC WORK ITEMS.
PAVEMENT
AS-BUILTS:
AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF PAVEMENT QUANTITIES AND RELATED APPURTENANCES.
SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.
OWNER/OPERATOR:
LAYOUT AND CONTROL: THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE WORK SHOWN ON THESE PLANS IS THE VOLUSIA COUNTY SCHOOL BOARD.
UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY.
BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES
BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER MATERIAL/CONSTRUCTION SPECIFICATIONS:
IMMEDIATELY. MATERIALS AND CONSTRUCTION METHODS FOR THE PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).
QUALITY CONTROL TESTING REQUIREMENTS:
TESTING REPORTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN PAVEMENT SECTION REQUIREMENTS:
ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING SEE TYPICAL PAVEMENT DETAIL ON PLAN SHEET ON C-500.
AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.
SIDEWALKS:
SHOP DRAWINGS: SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE
SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE PIPE AND, STRUCTURES, SPECIALTY SURFACING MATERIALS AND CONSTRUCTED OF 4" THICK CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR
OTHER APPURTENANCES SHALL BE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL SAWCUT AT EVERY 10' INTERVAL. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH
PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. STATE REGULATIONS FOR HANDICAP ACCESSIBILITY.
STORMWATER MANAGEMENT SYSTEM CURBING:
CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FLA.
OWNER/OPERATOR: DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL
THE VOLUSIA COUNTY SCHOOL BOARD WILL OWN, OPERATE AND MAINTAIN THE STORM SYSTEM SHOWN ON THESE PLANS. THE HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTER. CONSTRUCTION
CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE SCHOOL BOARD. OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST
EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS.
MATERIAL SPECIFICATIONS:
ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND RESTORATION:
BRIDGE CONSTRUCTION (LATEST EDITION), SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAIL ALL DISTURBED AREAS SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE
AS SHOWN IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE STABILIZED (SOD, GRASS & MULCH, ETC.) AFTER
FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SEED OR SOD) SHALL
ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL, BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR.
ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN
STANDARDS AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION). AS-BUILTS:
THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT
SOAKER SWALE CONSTRUCTION: NOT BE LIMITED TO, PAVEMENT WIDTHS, CROSS SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED.
SOAKER SWALES SHALL BE EXCAVATED AS SHOWN ON THE CONSTRUCTION PLANS. IN THE EVENT THAT HARDPAN, CLAYEY, OR SILTY
MATERIALS ARE ENCOUNTERED IN THE CONSTRUCTION OF THE SWALE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER CONSTRUCTION METHODS
FOR INSPECTION OF THE MATERIALS. THE CONTRACTOR SHALL SOD THE SOAKER SWALE PER THE CONSTRUCTION PLANS
IMMEDIATELY FOLLOWING FINAL GRADING. CONTRACTOR SHALL MAINTAIN THE SOD UNTIL FINAL ACCEPTANCE BY THE TRENCH SAFETY:
OWNER/OPERATOR. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH
SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS
AS-BUILTS: SHALL BE INCIDENTAL TO THE CONTRACT.
THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. AS-BUILTS SHALL INCLUDE, BUT NOT BE
LIMITED TO THE STRUCTURE TOP ELEVATIONS, INV. ELEVATIONS, PIPE LENGTH AND RETENTION POND DIMENSIONS, AND ELEVATIONS TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL:
AT THE TOP OF BANK AND BOTTOM OF SLOPE. A. SAND
SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND SHALL PASS A NO. 4 SIEVE. NOT MORE THAN
EARTHWORK 15 PERCENT SHALL PASS A NO. 200 SIEVE.
THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF EXCAVATION AND BACKFILL QUANTITIES AND IMPLICATION THAT B. PIT RUN GRAVEL
EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE.
DISPOSAL OF EXCESS MATERIALS.
C. GRANULAR MATERIAL
EROSION CONTROL: GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE.
EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE.
THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN
IMMEDIATE BASIS AS REQUIRED. REFER TO THE WATER MANAGEMENT DISTRICT PERMIT FOR ADDITIONAL REQUIREMENTS FOR
EROSION CONTROL AND SURFACE DRAINAGE. DESIGN GUIDELINES AND BUILDING CODE COMPLIANCE
LIMITS OF DISTURBANCE:
THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE THE FOLLOWING DESIGN GUIDELINES (LATEST EDITIONS) WERE UTILIZED IN GENERATING THE DESIGN PLANS:
DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE
LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES A. FLORIDA BUILDING CODE (FBC)
WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING B. STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES (SREF)
PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR IMMEDIATELY. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE C. VOLUSIA COUNTY SCHOOLS DESIGN GUIDELINES
CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.
CONTRACTOR SHALL REFERENCE AND COMPLY WITH THESE GUIDELINE FOR MATERIAL AND CONSTRUCTION METHOD REQUIREMENTS.
GENERAL NOTES
G002
Xref ..\..\_External_Reference\Title_Block_Reference\CPH Title Block.dwg
SNOISIVER
YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
HGIH
YTISREVINU
5818452
.ON
tcejorP
SCV
YTIC
EGNARO
,.EVA
DNALSI
EDOHR
0001
36723
ADIROLF
,YTNUOC
AISULOV
ALLEN C. LANE, P.E.
FL. REG. No. 60144
Allen C. Lane, P.E.
BCB ZA
02.07.25 2501359
SHEET TITLE
TES
DEMROFNOC
6202/6/1
POOL
TNERAP
DNETXE

W RHODE
ISLAND
AVENUE
SF
X X X
X X X SF
SFX X
X X SF
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X X X SF
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X X SF X X X X SF
X X FX X SF
Y S X A X
W X X SF
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SX
X
F S
X
X
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X
S X F
X
F S
X
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SITE BENCHMARK #508
D= 24 degrees37'38"
R = 2018.00'
SF L C = = 8 8 6 6 7 0 . . 3 7 8 2 ' '
CB = S 12 degrees33'06" W
F S
F S
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DEMOLITION PLAN
C100
SNOISIVER
YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926 Landscape No. LC000298
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
HGIH
YTISREVINU
5818452
.ON
tcejorP
SCV
YTIC
EGNARO
,.EVA
DNALSI
EDOHR
0001
36723
ADIROLF
,YTNUOC
AISULOV
ALLEN C. LANE, P.E.
FL. REG. No. 60144
Allen C. Lane, P.E.
BCB ZA
02.07.25 2501359
SHEET TITLE
POOL
TNERAP
DNETXE
RHODE
ISLAND
AVENUE
SILT FENCE
NEW CLF LOCATION
A
N
D
SILT FENCE
NEW CLF LOCATION A
D D
C
A B
40 0 40
C
NEW CLF LOCATION
E1 B
B
C
B
NEW CLF LOCATION
C
NEW CLF LOCATION
Y
A
W
K
R
A P SILT FENCE 1. THE CONTRACTOR SHALL INSTALL SYNTHETIC STRAW BALES AT ALL EXISTING
E INLETS AND SHALL REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS IN
D C PIPES AND INLETS. AFTER THE WORK IS COMPLETE, THE CONTRACTOR SHALL C
SI
CLEAN ALL PIPES AND INLETS OF ACCUMULATED SILT AND DEBRIS AND SHALL
CONNECT NEW
T REMOVE ALL TEMPORARY EROSION IMPROVEMENTS. THE CONTRACTOR SHALL CLF TO EXISTING
S
E INSTALL EROSION CONTROL MEASURES TO PROTECT SURROUNDING
W
PROPERTIES.
2. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL WALK THE SITE CONNECT NEW B
WITH THE OWNER'S PROJECT REPRESENTATIVE AND SHALL FLAG TREES AND
CLF TO EXISTING
OTHER VEGETATION TO BE PRESERVED AND PROTECTED DURING CONSTRUCTION.
BUFFER AREAS ARE TO BE LEFT UNDISTURBED AND IN NATURAL CONDITION. ALL
TREES SHALL BE SAVED IF THEY DO NOT POSE A CONFLICT WITH PROPOSED
UTILITIES, PAVEMENT, SIDEWALKS OR REGRADING OF SIDE SLOPES TO EXISTING
GRADE. ALL TREES TO BE RETAINED SHALL BE BARRICADED TO A POINT WHERE
EXPOSED ROOTS SHALL BE PROTECTED (6' MIN. RADIUS) PRIOR TO
CONSTRUCTION.
SILT FENCE
B 3. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE SITE
E2 CONDITIONS WHICH MAY AFFECT HIS BID. ANY SIGNIFICANT CONFLICTS AND/OR
C
VARIATIONS OF THE FIELD CONDITIONS DIFFERING FROM THE PLANS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR VERIFICATION AND
DIRECTION PRIOR TO THE BID. UPON SUBMISSION OF BID IT IS ASSUMED THAT THE
B CONTRACTOR HAS INSPECTED THE SITE AND HAS INCLUDED ALL THE NECESSARY
WORK ITEMS TO COMPLY WITH THE PLANS IN HIS BID.
C
RELOCATE EXISTING ELECTRICAL INSTALLATIONS WITHIN
A
THE NEW PROPOSED PAVEMENT AREAS. REFER TO 4. THE CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS AND COMPLY WITH ALL
ELECTRICAL PLANS. PROVISIONS THERIN (IF APPLICABLE). LIKEWISE HE SHALL BE RESPONSIBLE FOR
C REMOVE AND RELOCATE ALL EXISTING TRAFFIC DEVICES. COORDINATING CONSTRUCTION INSPECTIONS WITH THE SEMINOLE COUNTY.
B
REFER TO STRIPING PLAN.
5. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY MEASURES AND
C REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE. PRECAUTIONS TO PROTECT THE PUBLIC, STAFF AND OTHER PERSONS
THROUGHOUT THE DURATION OF HIS WORK.
D LOCATE, MARK AND PROTECT EXITING CHILLER LINE.
RELOCATE DOUBLE BARRIER SWING GATE FROM 6. THE OWNER SHALL HAVE THE RIGHT TO SALVAGE EXISTING MATERIAL OR
E
SILT FENCE LOCATION E1 TO E2. EQUIPMENT ON-SITE. ALL MATERIAL OR EQUIPMENT NOT SALVAGED BY THE
OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE PROMPTLY
REMOVED FROM THE SITE.
7. ALL EXCAVATIONS SHALL BE STAKED AND PROBED PRIOR TO ACTUAL WORK.
8. THE CONTRACTOR SHALL DRAW HIS /HER CONCLUSIONS CONCERNING THE NEED
CONNECT NEW FOR DEWATERING OR OTHER EARTHWORK EQUIPMENT, METHOD AND
CLF TO EXISTING PROCEDURES TO ACCOMPLISH THE WORK SHOWN ON THIS PLANS. THESE COSTS
SHALL BE INCLUDED IN THE BID PRICES FURNISHED TO THE OWNER. NO
RELOCATE ADDITIONAL COMPENSATION FOR DEWATERING WILL BE APPROVED. IF REMOVE METAL POLES / BOLLARDS EXISTING GATE DEWATERING IS NECESSARY, THE CONTRACTOR SHALL USE PUMPS WITH A
CAPACITY OF LESS THAN 895 GPM AND WITH A DISCHARGE PIPE OF LESS THAN
ASPHALT PAVEMENT REMOVAL 6", AND LESS THAN 30 WELL POINTS (AND OTHER THRESHOLDS ESTABLISHED
RELOCATE BOLLARDS WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT BY THE WATER MG'MT. DISTRICT). THE INTENTION OF THIS REQUIREMENT IS TO
EXISTING GATE C 3 REQ'D @ 5' C TO C LIMIT EDGE OF EXISTING ASPHALT PAVEMENT AND SHALL THEN PRECLUDE THE NEED FOR A DEWATERING CONSUMPTIVE USE PERMIT. IF THE
DEMOLISHED AND REMOVED PAVEMENT MATERIAL. RESTORE THE AREA CONTRACTOR TRIPS ANY DEWATERING THRESHOLD, THE CONTRACTOR SHALL
CONNECT NEW BY GRADING AND SODDING THE SURFACE. BE REQUIRED TO OBTAIN ALL APPLICABLE DEWATERING PERMIT FROM
CLF TO EXISTING APPLICABLE PERMITTING AGENCIES ON HIS OWN TIME AND AT HIS OWN EXPENSE.
BOLLARDS
4 REQ'D @ 5' C TO C 9. ALL UNFORESEEN UNDERGROUND UTILITIES (WATER, SEWER, ELECTRIC, ETC.)
CONCERTE SIDEWALK REMOVAL
DAMAGED DURING CONSTRUCTION SHALL IMMEDIATELY BE BROUGHT TO THE
WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT ATTENTION OF THE OWNER'S REPRESENTATIVE OR THE ENGINEER AND SHALL
LIMIT EDGE OF EXISTING SIDEWALK AND SHALL THEN DEMOLISHED AND IMMEDIATELY BE REPAIRED AND RESTORED BY THE CONTRACTOR TO MINIMIZE POST (OPTIONS: 2" x 4" OR 6' MAX
REMOVED ALL DEBRIS. RESTORE THE AREA BY GRADING AND SODDING DISRUPTION TO THE FACILITY'S OPERATION. UNFORESEEN UNDERGROUND REPAIRS
THE SURFACE. SHALL BE REVIEWED BY THE OWNER FOR CHANGE ORDER CONSIDERATION.
10.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S PROJECT
C
PROPERTY LINE REPRESENTATIVE ANY EXISTING IRRIGATION INSTALLED IN THE PROJECT AREA.
ANY PORTION OF THE IRRIGATION SYSTEM (HEADS, LINES, LATERALS, ETC.) THAT
EXISTING IMPROVEMENTS WILL BE IMPACTED BY THE PROJECT SHALL BE RELOCATED. ANY DAMAGED
COMPONENTS SHALL BE REPAIRED. ALL NEW UNPAVED AREAS SHALL BE
PROPOSED NEW PAVEMENT ALIGNMENT SODDED WITH "BAHIA" GRASS. THE GRASS SHALL BE ROLLED AND MAINTAINED
BY THE CONTRACTOR UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT.
EXISTING SANITARY SEWER
ELEVATION
11.PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRUCTOR SHALL WALK THE
EXISTING WATER MAIN SITE WITH A SCHOOL REPRESENTATIVE TO TEST AND OBSERVE THE EXISTING
SILT FENCE IRRIGATION SYSTEM. AS PART OF THIS PROJECT, THE CONTRACTOR SHALL
EXISTING DRAINAGE PIPE AND INLET ADJUST / REPAIR AS NECESSARY THE EXISTING SYSTEM TO ADAPT TO THE
IMPROVEMENTS FOR THE PROPER OPERATION OF THE IRRIGATION SYSTEM.
X X X X X EXISTING CHAIN LINK FENCE
12.THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED
X X X X X PROPOSED NEW CHAIN LINK FENCE ALIGNMENT BY GEOTECHNICAL AND ENVIRONMENT CONSULTANTS, INC., DATED XX.XX.XXXX
SF SILT FENCE FOR ALL EARTHWORK REQUIREMENTS, PROCEDURES, MATERIALS, TESTING
AND INSPECTIONS.
FIBER FLOCCULENT TUBES
SYNTHETIC BALE
TREE REMOVAL
"81
OT
2 1/2" MIN DIA. WOOD: STEEL
EROM
RO
'3
NIM
"21
"51
"8
30' SLIDING GATE
16' SWING GATE
8' PEDESTRIAN
GATE
C
F
CONNECT TO EXISTING FENCE
F REMOVE AND REPLACE EXISTING GATE TO COVER NEW
DRIVEWAY WIDTH
G RELOCATE POST INDICATOR VALVE (PIV) 3' AWAY FROM
THE EDGE OF NEW PAVEMENT.
OPTIONAL POST POSITIONS
20 degrees PRINCIPLE POST POSITION
G (CANTED 20 degrees TOWARD FLOW)
FILTER FABRIC
SILT FLOW
SECTION
FILTER FABRIC (IN
1.33 LBS/FT. MIN.) CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES TO
13.THE CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION 6' HIGH
PROTECT SURROUNDING PROPERTIES. PRIOR TO ANY CONSTRUCTION
DOUBLE CHAIN LINK PERIMETER FENCE 10' APART TO SEPARATE THE
ACTIVITY, THE CONTRACTOR SHALL INSTALL FILTER FABRIC AT ALL EXISTING
CONSTRUCTION AREA FROM THE REST OF THE CAMPUS AND SHALL MAINTAIN
INLETS AND SHALL REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS
IN PIPES AND INLETS. AS PART OF THE EROSION AND SEDIMENTATION THE CONSTRUCTION FENCE THROUGH THE DURATION OF THE PROJECT.
CONTROL, INSTALL SILT FENCE AS SHOWN ON THE SITE PLAN. SILT FENCE
SHALL BE MAINTAIN IN GOOD WORKING CONDITION THROUGHOUT THE
DURATION OF THE CONSTRUCTION. AFTER THE WORK IS COMPLETE, THE
CONTRACTOR SHALL CLEAN ALL PIPES AND INLETS OF ACCUMULATED SILT
AND DEBRIS AND SHALL REMOVE ALL TEMPORARY EROSION IMPROVEMENTS.
TES
DEMROFNOC
6202/6/1

SITE BENCHMARK
#502
W RHODE
ISLAND
AVENUE
D= 76 degrees52'05"
R = 100.00'
C = 124.32'
L = 134.16' 2
4'
D= 18 degrees39'39" R = 2149.00'
CB = S 63 degrees17'57" W C = 696.83' Y A L = 699.92'
W CB = S 87 degrees35'50" E
K R
A
P
E
D
SI
S
T 24'
E
W
C L C B R = D = =  = 8  8 = S 6 2 6 7 2 0 1 0 . 4 1 3 2 .7 degrees 8 8 degrees 3 2 . 3 ' 0 7 ' 3 0 ' ' 3 0 ' 8 6 " " W
C L C B R = D = = =  8  = 8 S 6 2 6 7 0 2 1 0 . 4 1 3 2 . 8 degrees 7 8 degrees 3 . 2 3 ' 0 7 ' 3 0 ' ' 3 ' 0 8 6 " " W
24'
24'
Y
A
W
K
R
A
P
E
D SI T S
E
W
1C
C6 C6
L1 2
C
SITE BENCHMARK #508 3 8
C 1
C
4 C
C5
D= 24 degrees37'38"
L 2 C11 2 C 1 7 C R = = 8 2 6 0 0 1 . 8 7 . 2 0 ' 0'
1 L = 867.38'
C CB = S 12 degrees33'06" W
C10 3 C1
Y
A W
K
R
A
P
E
D
L 3 IS
T
S
E
W
7 C
C9
C 8 4 L
7
L
4
1 C
6
1
C
5 L
6
L
'4
6
.0
2
4
1
W
"7
1
'4
1 degrees0
0
S
C15
SITE BENCHMARK #511
'46.0241
W
"71'41 degrees00
S
Y A W
K R
A P
E
D
IS
T S
E
W
DIMENSION, AND
STRIPING PLAN
C101
SNOISIVER YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801 Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
HGIH
YTISREVINU
5818452
.ON
tcejorP
SCV
YTIC
EGNARO
,.EVA
DNALSI
EDOHR
0001
36723
ADIROLF
,YTNUOC
AISULOV
ALLEN C. LANE, P.E.
FL. REG. No. 60144
Allen C. Lane, P.E.
BCB ZA
02.07.25 2501359
SHEET TITLE
POOL
TNERAP
DNETXE
RHODE
ISLAND
AVENUE
Y
A
W
K R A P
E
D
SI
T
S
E
W
YAWKRAP
EDIS
TSEW
N 7
2A
1
7 4
40 0 40 80
7
7
7 7 M ERG E 6
12
M ERG
E
8
9
7
6
7
3
3 3 7 POUR CONCRETE TO MATCH
3 EXISTING WALKWAY GRADE
2B
8
7
6
6
8
5
2B
T
7 O N L L Y A N E H R U P SIGNAGE / STRIPING GENERAL NOTES 6 LA U P IC K N E 1. THE CONTRACTOR SHALL INCLUDE IN THE BID, THE COST OF SIGNING AND STRIPING. ALL SIGNING AND STRIPING SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND CITY
STANDARDS. ALL ONSITE STRIPING SHALL BE PAINTED TO CONFORM TO FDOT STANDARDS AND SHALL
INCLUDE WHITE PARKING SPACE STRIPING, BLUE HANDICAP SPACE STRIPING WITH SYMBOL, WHITE
STOP BARS, WHITE DRIVING LANE MARKING, AND WHITE TRAFFIC DIRECTIONAL ARROWS AS DEPICTED
7 ON THE SITE PLAN. ALL STOP SIGNS SHALL BE 30''HI INTENSITY STOP SIGNS. THE CONTRACTOR SHALL
FURNISH AND INSTALL AN APPROVED DISABLED PARKING SIGN 7' TO THE BOTTOM OF SIGN (ABOVE
GRADE) AT THE HEAD OR FRONT OF EACH SPACE.
T 5
O N L L Y A N E H R U P 2. ALL PAVING WORK SHALL BE PERFORMED TO FDOT STANDARDS AND SPECIFICATIONS.
LA N U P
IC
K 3. ALL TRAFFIC CONTROL SIGNS AND STRIPING MUST BE IN ACCORDANCE WITH THE LATEST FDOT MUTCD
E
AND THE CITY OF DEBARY TRAFFIC STANDARDS.
7
4. TWO (2) WEEK "CURE TIME" ON ASPHALT REQUIRED PRIOR TO FINAL MARKINGS INSTALLATION. AFTER
RECOMMENDED ASPHALT CURING PERIOD, RESTRIPE THE ENTIRE LOT WITH TWO (2) COATS OF
CHLORINATED RUBBER-ALKYD AASHTO PAINT M248 (FS-TT-P-115) TYPE III,TWO (2) MILLS MIN. PER COAT.
5. NO MARKINGS ARE TO BE INSTALLED IN CITY RIGHT OF WAYS PRIOR TO FIELD APPROVAL OF
LAYOUT LINES BY CITY TRAFFIC ENGINEER.
T 5 7
O N L L Y A N E H R U P 7 6 . . A C R E R N O TE W R S L I T N O E C O O F N P F R O O R P M O W SE IT D H P R A O VE AD M W EN A T Y T A O N D B E T R S A T F R F IP IC E D D E U S S I I G N N G S 4 T " A S N O D LI A D R D D O IN U D B E LE X Y N E O L . L 7 O 1 W 1-0 L 0 A 1 NE LINE. LA U P IC K (DRAWING 1 OF 13). PAINT ARROWS IN LOCATIONS SHOWN ON PLANS.
N
E
8. ALL SIGNS SHALL BE ERECTED WITH BRACKETS. ADDITIONALLY, THE BACK SIDE OF EACH SIGN IS
REQUIRED TO HAVE THE DATE OF INSTALLATION STENCILED ON IT (MONTH/YEAR), IN ONE (1") INC
FIGURES USING A LONG LASTING BLACK FLAT PAINT.
9. THE EXISTING PAVEMENT WIDTHS ARE NOT ALWAYS CONSISTENT. THE CONTRACTOR SHALL
ADJUST STRIPING THE PAVEMENT TO DIVIDE THE WIDTH OF THE LANES TO EQUAL WIDTHS UNLESS
OTHERWISE SPECIFICALLY SHOWN ON THE STRIPING PLAN.
10. CONTRACTOR SHALL UPDATE AND RETROFIT ALL TRAFFIC SIGNAGE THAT DOES NOT COMPLY TO CURRENT FDOT AND ADA STANDARDS.
11. EXISTING PARKING AREAS DO NOT MEASURE EXACTLY TO FIT 9' AND 10' WIDE SPACES IN A ROW.
7 THE CONTRACTOR SHALL MEASURE EACH PARKING AREA AND DIVIDE THE LENGTH EQUALLY WITH
THE MINIMUM PARKING WIDTH OF 9'.
7
12. ALL PAVEMENT MARKINGS WITHIN THE RIGHT-OF-WAY SHALL BE THERMOPLASTIC.
13. ROAD GORE RPMS/STRIPING AND PERIMETER STRIPING TO BE SOLID YELLOW PER FDOT STANDARD
INDEX 706-001.
14. CONTRACTOR SHALL PROVIDE AND COORDINATE WITH THE CITY TEMPORARY TRAFFIC
MANAGEMENT (a.k.a. MOT) DURING CONSTRUCTION WITHIN THE D. SMITH BLVD. RIGHT-OF-WAY.
SIGNAGE AND STRIPING INDEX
1 STOP BAR AND STOP SIGN 5 THRU LANE MARKING
2A 4' CROSS WALK 6 SPEED TABLE, SEE DETAIL ON SHT. C500
2B 8' CROSS WALK 7 8' LANE DIVIDER SKIP WHITE
3 HANDICAPPED PARKING AND SIGNAGE
7 4 RIGHT TURN ONLY SIGN
LEGEND
EDGE OF PAVEMENT
2 TRAFFIC SIGN / MARKING
STRIPING LINES
15 PARKING COUNT
DIRECTIONAL ARROWS
POOL
SUB
PROPERTY CORNER COORDINATE
REFERENCE POINT
NORTHING: 1672282.2270
EASTING: 555683.3310
PROPERTY CORNER COORDINATE
REFERENCE POINT NORTHING: 1672226.5851
EASTING: 555572.2663
A B REPLACE GATE TO COVER
NEW DRIVEWAY WIDTH
APPROX. CHILLED WATER MAIN
2 LOCATION. FLD. LOCATE PRIOR
TO CONSTRUCTION
5
2 0
2B ' 10'
13
30'
DE
WALK
5' 12'
RETE
SI
C N O C DE
WI
8'
8
1
CENTERLINE GEOMETRY
Curve Table Line Table
Curve # Length Radius Delta Line # Length Direction
C1 10.865 381.879 001.6301 L1 358.940 S79 degrees 07' 35.45"E
C2 11.844 56.460 012.0191 L2 196.866 N26 degrees 23' 30.89"E C3 12.661 48.855 014.8492 L3 143.035 S56 degrees 46' 18.50"W
C4 9.889 25.499 022.2200 L4 427.424 N56 degrees 53' 23.29"E
C5 23.779 28.686 047.4944 L5 243.661 N21 degrees 31' 15.24"E
C6 54.598 42.000 074.4816 L6 195.869 S19 degrees 08' 51.24"W
C7 23.293 32.000 041.7055 L7 570.909 S56 degrees 54' 02.49"W
C8 52.575 33.447 090.0630
C9 57.585 185.000 017.8345
C10 86.558 429.787 011.5392
C11 62.814 185.000 019.4539
C12 59.925 22.479 152.7432
8 C13 11.252 209.000 003.0846
F.D.C. C14 34.569 56.000 035.3689
C15 101.866 32.000 182.3908
C16 36.899 56.000 037.7531
C17 53.350 57.748 052.9320
C18 53.259 306.545 009.9546
COORDINATES
Coordinates Table
Point # Northing Easting
C
MAINTENANCE OF TRAFFIC A 1672238.3886 556059.4748 8 FIRE LANE STRIPING 2
B 1672237.1422 556081.1842
D
THE CONTRACTOR SHALL INCLUDE IN THIS BID A MAINTENANCE OF
TRAFFIC PLAN TO MAINTAIN THE OPERATION OF THE PARENT LOOP
DURING CONSTRUCTION. THE TRAFFIC PLAN SHALL BE SUBMITTED TO
THE ENGINEER AND THE OWNER'S REPRESENTATIVE FOR REVIEW AND
APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.
E COORDINATE POINT
EXISTING CHILLED WATER MAIN
TES
DEMROFNOC
6202/6/1

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE VARIOUS
R84.00 GRADING, PAVING, AND DRAINAGE WORK TO ACCOMPLISH THE PROPER
FUNCTIONING OF THE SITE IMPROVEMENTS.
2. TO PREVENT WATER FROM PONDING OR STANDING ON SIDEWALK OR PAVEMENT
AREAS, ADJACENT SOD SHALL BE INSTALLED 1" BELOW THE EDGE OF PAVEMENT
OR SIDEWALK. THE CONTRACTOR SHALL SOD THOSE AREAS DESIGNATED ON THE
PLANS OR IN THE BID DOCUMENTS AND MAINTAIN UNTIL A STAND OF GRASS HAS
BEEN ATTAINED.
47.76 3. THE CONTRACTOR SHALL RESTORE AND REPAIR ALL SIDEWALKS, PAVEMENT OR
GRASSY AREAS DAMAGED DURING THE CONSTRUCTION TO EQUAL OR BETTER
CONDITION AND SHALL INCLUDE SUCH COSTS IN HIS BID. DISTURBED GRASSY
AREAS SHALL BE SODDED WITH "BAHIA" GRASS UNLESS OTHERWISE NOTED ON
THE LANDSCAPING PLANS.
4. THE CONTRACTOR SHALL CONFORM WITH ALL INSPECTION REQUIREMENTS OF THE
VOLUSIA COUNTY SCHOOLS AND CITY OF ORANGE CITY. FAILURE TO COMPLY WITH
INSPECTION REQUIREMENTS SHALL RESULT IN NON-ACCEPTANCE OF SPECIFIC
WORK ITEMS.
5. WHERE NEW PAVEMENT TIES TO EXISTING, THE EDGE OF THE EXISTING
PAVEMENT SHALL BE SAWCUT AND THEN MATCHED.
6. AS PART OF THE WORK, THE CONTRACTOR SHALL ADJUST EXISTING SANITARY
MANHOLE TOPS, STORM INLET GRATES, WATER VALVE BOXES, ETC. AS
NECESSARY TO MATCH NEW PAVEMENT GRADE.
7. THE DESIGN COVERED BY THIS PROJECT MEETS FBC LATEST EDITION.
8. THE SIGNAGE INSTALLED AS PART OF THIS PROJECT IS TO MEET WIND LOAD
CRITERIA PER ASCE 7-98, FBC 423.10.6 AND 423.9, AND LATEST FDOT STANDARD PLANS FOR ROAD CONSTRUCTION.
9. TO PROMOTE POSITIVE DRAINAGE WITHIN THE SECURED PARKING AREA, THE
CONTRACTOR SHALL REGRADE PORTIONS OF THE EXISTING PAVEMENT BASED
ON THE GRADE SHOTS SHOWN ON THE SITE PLAN.
NEW PAVEMENT
10. AS PART OF THE PROJECT SCOPE, THE CONTRACTOR SHALL CLEAN AND
WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT VACUUM ALL EXISTING STORM DRAIN WITHIN THE PROJECT SITE UP TO THE
EDGE OF EXISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT TO POINT OF DISCHARGE.
MATCH ADJACENT PAVEMENT GRADES.
CONCRETE PAVEMENT
WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT
EDGE OF EXISTING WALKWAY AND CONSTRUCT NEW CONCRETE
PAVEMENT TO MATCH ADJACENT PAVEMENT GRADES.
GRADING AND
DRAINAGE PLAN
C102
SNOISIVER
YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143 Architect. No. AA26000926
Landscape No. LC000298
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
HGIH
YTISREVINU
5818452
.ON
tcejorP
SCV
YTIC
EGNARO
,.EVA
DNALSI
EDOHR
0001
36723
ADIROLF
,YTNUOC
AISULOV
ALLEN C. LANE, P.E.
FL. REG. No. 60144
Allen C. Lane, P.E.
BCB ZA
02.07.25 2501359
SHEET TITLE
POOL
TNERAP
DNETXE
RHODE
ISLAND
AVENUE
Y A
W
K
R
A
P
E
D
SI
T
S
E
W
YAWKRAP
EDIS
TSEW
54.00 T
N 53.50 G
52.50 T
52.00 G
55.66 T 55.85 T
55.16 G 55.35 G
54.00 T GRATE EL. 53
A
53.50 G 51.76
53.33 T
52.83 G
52.50 T 54
52.00 G 53.88 T 40 0 40 80
53.38 G
53
53 52 53.33 T
52.83 G
50.50 T 51
53 54
50.00 G 53.88 T
52 53.38 G
50.90 T B GRATE EL. 51
49.05
50.40 G
INSTALL TYPE "F" CURB AROUND
51.50 T
NEW PARKING SPACES
51.00G
47.68 T
47.18 G
47.08 T
46.58 G
49.50
46.20 T
45.70 G
52.50 T 2
5 52.00 G
47.51 T
45.90 T
51.12 T 48.00 46.10 G
50.62 G 45.40 G MATCH EXISTING
2 WALKWAY GRADES
5 52.02 T 49.80
51.52 G 50.88 T
50.38 G GRATE EL. 47.42 T
51.70 T C 49.55 46.10 G 4 4 5 6 . . 6 1 6 6 G T 51.20 G 49.70 46.20 T
45.70 G
48.00
51.70 T
51.20 G
51
50.54 49.00
D
48.70 T
48.20 G
49 45.62 T
45.18 G
48.26 T
47.76 G 48.70 T
48.20 G
45.50 T
46.00 G
48
46.00
8
4
INSTALL RIBBON 46.50 T
CURB AT INSIDE EOP 46.00 G
PROPOSED SIDEWALK
XX.XX PROPOSED GRADE SHOT
PROPOSED STORM DRAINAGE
47.00 T 45.00
46.50 G E
GRATE EL. G 44 R .7 A 4 TE EL. 45 PROPOSED CONTOUR LINE
46.26 F
45.50 T
46.50 SF SILT FENCE
45.00 G
6
4
11. VERTICAL CURB SHALL BE INSTALLED AT ALL NEW PAVEMENT DRIVEWAY TO
MATCH EXISTING EXCEPT IF OTHERWISE NOTED.
INSTALL RIBBON
12. CONCRETE WHEEL STOPS SHALL BE INSTALLED AT PARKING SPACES
CURB AT INSIDE EOP
ABUTTING PEDESTRIAN SIDEWALKS.
7
4
47.50T
47.00 G
47.00
PAVEMENT RESURFACING
WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR PROVIDE A FULL FDOT TYPE C INLET FDOT TYPE C INLET
46.00
DEPTH MILL AND RESURFACE THE EXISTING ASPHALT PAVEMENT. GRADE A GRATE EL. 51.76 E GRATE EL. 46.26
ADJUSTMENTS MAYBE NECESSARY TO MEET A.D.A. AND DRAINAGE SLOPE INV. EL. 46.76 INV. EL. 41.26
REQUIREMENTS AS INDICATED ON THE GRADING PLAN .
A TO B 79 L.F. - 15" HDPE @ 3.4% E TO F 59 L.F. - 15" HDPE @ 0.9%
46.50 T
46.75 47.00 T 46.00 G EXISTING INLET DOGHOUSE TYPE C INLET
46.50 G B GRATE EL. 49.05 F GRATE EL. 44.74
TIE-IN EL. 44.07* N/S INV. EL. 40.73*
W INV. EL. 40.73
FDOT TYPE C INLET
47.00 T 46.75 T C GRATE EL. 49.76
46.50 G 46.25 G INV. EL. 44.76
46 C TO D 77 L.F. - 18" HDPE @ 4.3%
EXISTING INLET
D GRATE EL. 46.46
TIE-IN EL. 41.46 *
TES
DEMROFNOC
6202/6/1

4" CONCRETE
6x6 - W1.4xW1.4 WWF
'6
A
5'
PLAN
VAPOR BARRIER
SECTION A-A
SLOPE
@
1%
6' MAX
POST (OPTIONS: 2" x 4" OR
ELEVATION
"81
OT
2 1/2" MIN DIA. WOOD: STEEL
EROM
RO
'3
NIM
"21
"51
"8
HANDICAP PARKING SIGN
(FTP-25)
6' WIDE CONC.
SIDEWALK WHEEL STOP 1. THE CONTRACTOR SHALL INSTALL SYNTHETIC BALES AT ALL EXISTING INLETS AND SHALL
REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS IN PIPES AND INLETS.
AFTER THE LANDSCAPING IS COMPLETE, THE CONTRACTOR SHALL CLEAN ALL PIPES
AND INLETS OF ACCUMULATED SILT AND DEBRIS AND SHALL REMOVE ALL TEMPORARY
EROSION IMPROVMENTS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES
TO PROTECT SURROUNDING PROPERTIES.
2. THE CONTRACTOR SHALL SOD THOSE AREAS DESIGNATED ON THE PLANS OR IN THE BID
DRIVE LANE DRIVE LANE DOCUMENTS AND ACCEPTED ALTERNATES. SOD SHALL BE THE SAME TYPE GRASS
6" WHITE LINE AS EXISTING.
6"
3. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE SITE TYP. CONDITIONS WHICH MAY AFFECT HIS BID. ANY SIGNIFICANT CONFLICTS AND/OR
1 VARIATIONS OF THE FIELD CONDITIONS DIFFERING FROM THE PLANS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR VERIFICATION AND DIRECTION
PRIOR TO THE BID. UPON SUBMISSION OF BID IT IS ASSUMED THAT THE CONTRACTOR
6" WIDE PAINTED HAS INSPECTED THE SITE AND HAS INCLUDED ALL THE NECESSARY WORK ITEMS TO
PARKING STRIPE COMPLY WITH THE PLANS IN HIS BID.
TYP. WHITE
HANDICAP MARKING 4. IT IS THE OWNER'S INTENT TO START AND COMPLETE THIS WORK AS QUICKLY AS
POSSIBLE. THE CONTRACTOR SHALL HAVE 45 CONSECUTIVE CALENDAR DAYS TO BLUE SUBSTANTIALLY COMPLETE THE WORK IN THIS CONTRACT AND 7 DAYS TO
NOTES : COMPLETE ALL SUBSEQUENT PUNCH LIST ITEMS. ANY UNSUITABLE TIME DELAY BEYOND
3 2 1. ALL PAVEMENT MARKINGS SHALL BE PAINTED W/ THIS 7 DAY PUNCH LIST PERIOD MAY BE THE BASIS FOR ASSESMENT OF
CHLORINATED RUBBER-ALKYD AASHTO PAINT M248 LIQUIDATED DAMAGES BY THE OWNER.
(FS-TT-P-115) TYPE III MIN. 2 COATS, MIN. 2 MILLS
EACH COAT. 5. THE CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS AND COMPLY WITH ALL
2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE PROVISIONS THERIN (IF APPLICABLE). LIKEWISE, HE SHALL BE RESPONSIBLE IN
WITH THE VOLUSIA COUNTY CODE AND THE MANUAL ON SECURING ANY LOCAL PERMITS WHICH WILL BE REQUIRED BY THE CITY.
UNIFORM TRAFFIC CONTROL DEVICES.
3. HC LANE MARKINGS SHALL BE BLUE. STRIPED AREA AND 6. MATERIALS AND METHODS FOR STORM DRAINAGE AND PAVEMENT CONSTRUCTION AND
ALL NONE-HC SPACES SHELL BE WHITE. STRIPING SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST
REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO, AND IN ACCORDANCE
WITH CITY STANDARD TECHNICAL SPECIFICATIONS AND SOILS REPORTS.
7.
1 1/2"R.
PARKING BY
DISABLED 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE VARIOUS GRADING,
ALL LETTERS PERMIT DRAINAGE, AND PAVING WORK TO ACCOMPLISH THE PROPER FUNCTIONING OF THE SITE
IMPROVEMENTS.
1 1/2" SERIES 'C' ONLY
9. TO PREVENT WATER FROM PONDING OR STANDING ON SIDEWALK OR PAVEMENT AREAS,
ADJACENT SOD SHALL BE INSTALLED 2" BELOW THE EDGE OF PAVEMENT OR SIDEWALK,
UNLESS OTHERWISE NOTED ON THE PLANS.
WHITE 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY MEASURES AND PRECAUTIONS
TO PROTECT THE FACULTY, STAFF AND OTHER PERSONS THROUGHOUT THE DURATION
OF HIS WORK.
NOTES: 11. THE CONTRACTOR SHALL RESTORE AND REPAIR ALL SIDEWALKS, PAVEMENT OR GRASSY
AREAS DAMAGED DURING THE CONSTRUCTION TO EQUAL OR BETTER CONDITION AND
GRATED INLET
1. TOP PORTION OF FTP 25 SHALL INCLUDE SUCH COSTS IN HIS BID. DISTURBED GRASSY AREAS SHALL BE
SHALL HAVE A REFLECTIVE BLUE SODDED WITH SAME GRASS TYPE AS EXISTING UNLESS OTHERWISE NOTED ON THE PLANS.
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER. 12. THE OWNER SHALL HAVE THE RIGHT TO SALVAGE MATERIAL OR EQUIPMENT. ALL SYNTHETIC BALE MATERIAL OR EQUIPMENT NOT SALVAGED BY THE OWNER SHALL BECOME THE PROPERTY
2. BOTTOM PORTION SHALL HAVE A OF THE CONTRACTOR AND BE PROMPTLY REMOVED FROM THE SITE.
REFLECTIVE WHITE BACKGROUND WITH
BLACK OPAQUE LEGEND AND BORDER.
13.
3. FTP 25 MAY BE FABRICATED
2"x2"x4' WOODEN STAKE AN ONE PANEL OR TWO.
PLAN (2 PER BALE)
4. SIGNS ARE TO BE MOUNTED AT 14.
STANDARD HEIGHT. (7' FROM PAVEMENT
TO BOTTOM OF SIGN).
SIGNS USED AS PER FLORIDA STATUTES
FTP 25 PER FS 316.1955, FS 316.1956
15. ALL DRAINAGE EXCAVATIONS SHALL BE STAKED AND PROBED PRIOR TO ACTUAL EXCAVATION.
16. THE FIRST ITEM OF WORK SHALL BE TO INSTALL ALL EROSION CONTROL MEASURES AS
SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNERS' REPRESENTATIVE.
SYNTHETIC BALE SEDIMENT CONTROL
17. WHERE NEW PAVEMENT TIES INTO THE EXISTING, THE EDGE OF THE EXISTING PAVEMENT SHALL
BE SAWCUT AND THEN MATCHED.
OPTIONAL POST POSITIONS
20 degrees PRINCIPLE POST POSITION
(CANTED 20 degrees TOWARD FLOW)
FILTER FABRIC
SILT FLOW
SECTION
FILTER FABRIC (IN
1.33 LBS/FT. MIN.)
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
NOTE: WHEEL STOPS TO BE FURNISHED AND INSTALLED AT EACH PARKING SPACE.
TYPE III SILT FENCE DETAIL
4" CONCRETE SLAB
TOOLED JOINTS @ 5'
STABILIZED SUBBASE. REFER
TO PAVEMENT SECTION FOR
SPECIFICATION
MINIMUM 3000 P.S.I.
CONCRETE REQUIRED
NOTES:
1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND
POWER POLES OR OTHER STRUCTURES IN WALK.
2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED
3/4"x4" PREMOLDED EXPANSION MATERIAL.
3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW
CUT 2" DEEP AND FILL WITH HOT POURED SEALER.
4. SAW CUT JOINTS WITHIN 24 HOURS.
5. PROVIDE BROOM FINISH TO CONCRETE SURFACE
FDOT CURB DETAILS
CONCRETE SIDEWALK DETAIL
'02
5' 12' 10'
'2
2"
6"
6"
"0-'3
1/2"
12"
FTP -25
"6
"2/1
1
"81
4"
"2/1
1
"1
"1
"1
"1
"1
SITE GENERAL NOTES
FDOT TYPE "D" CURB UNLESS OTHERWISE NOTED ON SHEET
1B 2 3
ASPHALTIC
TYPE OF SERVICE CONCRETE BASE SUB-GRADE
SURFACE
DRIVE LANES 8 INCHES 8 INCHES
PAVEMENT DESIGN:
HANDICAP PAVEMENT SYMBOL
TYPICAL PAVEMENT DETAIL HANDICAP PARKING DETAIL
TOP OF DOWELS SHALL BE DOWEL HOLES-2 FOR 3/4"
1-1/2" BELOW TOP OF WHEEL
2.5' STEEL DOWELS PROVIDE
STOPS AND HOLES PLUGGED
AND INSTALL DOWELS w/ CEMENT GROUT
CONCRETE WHEEL STOP DETAIL
3'-4"
"5-'4
"8
8" 8" "1-'3
2 1/4"
2'-0" 2 1/4"
SECTION PLAN
MAXIMUM PIPE SIZE:
2'-0" WALL - 18" PIPE
3'-1" WALL - 24" PIPE
STEEL GRATE
"8
2" CI.
EYE BOLTS
SEE INDEX 201
#4 BARS
@ 12" CENTERS
.IC
"2
"2
3'-4"
5 3/4" 5 3/4"
2'-0"
2'-3 5/8"
.ON
XEDNI
REP
.XAM
'51
SEIRAV
.DOM
.FNIER
ROF
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&
4
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'51
OT
'31
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11-'2
"61/5
2 @
SECAPS
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SRAB
51
DNAB DNAB
1A
ASPHALTIC
CONCRETE
SURFACE
ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION
2" GENERALLY INDICATED IN THE GRADING PLANN. NO PUDDLING OR "BIRD BATH" WILL BE
ACCEPTED IN THE PAVEMENT AREAS. PAVED SURFACES SHALL ALSO BE GRADED TO
TYPE SP-12.5
PROVIDE A SMOOTH TRANSITION TO THE PROPOSED SWALE WITH NO SHARP BREAKS IN
GRADE AND NO UNUSUALLY STEEP CROSS SLOPES. ALL PAVEMENT EDGES SHALL BE 2"
DRIVE LANES 8 INCHES 8 INCHES ROUNDED AND SMOOTH. THE CONTRACTOR IS RESPONSIBLE TO ACCOMPLISH THIS TYPE SP-12.5 PURPOSE. THE ENGINEER MAY BE CONSULTED SO HE MAY PROVIDE SUPPLEMENTARY
INSTRUCTIONS AND DRAWING INTERPRETATION.
1 1/2"
PARKING SPACES 6 INCHES 6 INCHES TYPE SP-9.5
1" 1 1/2" 10 INCHES
ROAD (OFFSITE) 8 INCHES
TYPE FC-4 TYPE SP-9.5 STABILIZED
ROAD CURB PADS 6 INCHES $250 FINE
(OFFSITE) STABILIZED F.S. 316.1955
FDOT ASPHALTIC CONCRETE. USE OF 15% MAX. RECYCLED ASPHALT PAVEMENT (RAP) MATERIAL IN
THE ASPHALT MIX IS ACCEPTABLE.
CRUSHED CONCRETE BASE MUST MEET FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS THE CONTRACTOR SHALL CONFORM WITH ALL INSPECTION REQUIREMENTS OF THE VOLUSIA
SECTION 204 REQUIREMENTS. CRUSHED CONCRETE BASE SHALL A MINIMUM LBR RATIO OF 150 MAX. COUNTY SCHOOL BOARD AND CITY OF DEBARY. FAILURE TO COMPLY WITH INSPECTION
4" LIFT COMPACTED TO 98% MAX. DRY DENSITY (ASTM-D1557, AASHTO T-180. REFER TO SOILS REPORT REQUIREMENTS SHALL RESULT IN NON-ACCEPTANCE OF SPECIFIC WORK ITEMS.
IF LIMEROCK IS THE PREFERRED BASE MATERIAL.
THE BOUNDARY AND TOPOGRAPHIC SURVEY AND EXISTING CULTURAL INFORMATION HAS BEEN
SUBBASE SHALL HAVE A MINIMUM LIMEROCK BEARING RATIO (LBR) VALUE OF 40%. THE STABILIZED PROPOSED BY CPH, INC., DATED 03.08.23. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
SUBBASE MUST BE COMPACTED TO A MINIMUM 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY ACCURACY OF THE SURVEY INFORMATION PROVIDED. THE CONTRACTOR IS DIRECTED TO OBTAIN A
(ASTM D-1557, AASHTO T-180) COPY OF THE BOUNDARY AND TOPOGRAPHIC SURVEY FOR THE LOCATION AND ELEVATION OF
PROPERTY CORNERS, PRMS, AND TBMS.
THE CONTRACTOR SHALL COMPLY WITH THE SITE PREPARATION RECOMMENDATIONS AND
REQUIREMENTS STIPULATED IN THE 05/07/21 SOIL REPORT PREPARED BY ARDAMAN & ASSOCIATES,
INC.
TYPE C INLET GENERAL NOTES
AND DETAILS
C500
FDOT TYPE "C" INLET DETAIL
SNOISIVER YROTSIH
TNEMUCOD
www.cphcorp.com
Building Better
Communities Together
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
LOOHCS
HGIH
YTISREVINU
5818452
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36723
ADIROLF
,YTNUOC
AISULOV
ALLEN C. LANE, P.E.
FL. REG. No. 60144
Allen C. Lane, P.E.
BCB ZA
02.07.25 2501359
SHEET TITLE
POOL
TNERAP
DNETXE
THICKENED EDGE
SLOPE 3'
AS SHOWN
ON PLANS
CONCRETE PAVEMENT DETAIL
"01
(CONCRETE PAVEMENT AREAS ONLY) FINISHED
GRADE
5"-3000 P.S.I. CONCRETE (WALKWAY
12" SUB-GRADE COMPACTED TO AND NON TRAFFIC AREAS). 98% OF THE MODIFIED PROCTOR
6"-4000 P.S.I. HIGH STRENGTH MAX. DENSITY (ASTM D-1557)
CONCRETE WITH SHORT FIBERMESH
(CONCRETE PAVEMENT).
CONCRETE CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL PROVIDE ISOLATION JOINTS TO ISOLATE FIXED OBJECTS
ABUTTING OR WITHIN THE CONCRETE AREA INCLUDING BUILDINGS. THESE SHALL
CONTAIN PREMOLDED JOINT FILLER FOR THE FULL DEPTH OF THE PAVING SLABS.
2. THE CONTRACTOR SHALL PLACE FULL DEPTH CONSTRUCTION JOINTS AT 40' MAX AT
THE END OF CONCRETE POURS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS
ARE STOPPED FOR A PERIOD OF 30 MINUTES OR MORE, EXCEPT WHERE SUCH POURS
TERMINATE AT ISOLATION JOINTS.
3. TOPS OF ALL PREMOLDED JOINT FILLERS TO BE SEALED WITH ELASTOMERIC CHALK.
4. AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING
WITHOUT EXCESSIVE RAVELING AND BEFORE UNCONTROLLED CRACKING OCCURS, THE
CONTRACTOR SHALL CONSTRUCT CONTROL JOINTS (TO A DEPTH OF 1/4 OF THE SLAB
THICKNESS) AT 45' INTERVALS AND AT CRITICAL LOCATIONS SUCH AS NARROW AREAS,
INTERIOR CORNERS, CATCH BASINS AND OTHER FIXED OBJECTS WITHIN THE CONCRETE
AREA. THE CONTRACTOR SHALL THE RETURN AND PLACE INTERVENING CONTROL
JOINTS AT SPACING NOT EXCEEDING 8'. JOINT CONSTRUCTION SHALL BE COMPLETED 4
TO 6 HOURS AFTER PAVING HAS BEEN PLACED. THE CONTRACTOR SHALL CLEAN ALL
CONSTRUCTION JOINTS THOROUGHLY.
5. JOINTS SHALL BE CONTINUOUS ACROSS THE SLAB.
6. JOINT ALIGNMENT MAY BE SKEWED OR WARPED FROM THE NORMAL GRID PATTERN WHERE NECESSARY TO REACH POINTS OF STRESS CONCENTRATION NOT ON NORMAL
PATTERN.
7. FORM OFFSETS USED BY CONTRACTORS AT RADIUS POINTS TO PROVIDE CONTINUITY IN
PAVING OPERATIONS MUST BE AT LEAST 1'-0" TO AVOID SLIVERS OF CONCRETE THAT
MAY BE EASILY BROKEN OFF.
8. NO JOINT ANGLE LESS THAN 45 degrees SHALL BE CONSTRUCTED BETWEEN INTERSECTING
JOINTS. JOINT DOG LEGS OR FILLETS AT RADIUS POINTS SHALL BE AT LEAST 1' LONG.
9. WHEN CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL CAREFULLY BACKFILL
AND COMPACT BEHIND THE SLAB. 10. THE CONTRACTOR SHALL SHAPE AND COMPACT THE SUBGRADE ACCORDING TO THE
TYPICAL SECTION AND SPECIFICATIONS. THE CONTRACTOR SHALL THEN PROOF ROLL
THE SUBGRADE WITH A LOADED FRONT END LOADER OR LOADED TANDEM AXLED
TRUCK IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND SHALL UNDERCUT
AND BACKFILL ALL UNSTABLE OR SOFT AREAS TO A MINIMUM DEPTH OF 2' WITH CLEAN
BUILDER'S SAND. THE CONTRACTOR HALL THEN RESHAPE AND RE-COMPACT THE
SUBGRADE. COMPACTION TESTS MAY BE REQUESTED EVERY 500' OR AS DIRECTED BY
THE OWNER.
11. ALL JOINTING SHALL BE DONE IN ACCORDANCE WITH P.C.A. AND F.D.O.T. STANDARDS
AND SPECIFICATIONS.
12. THE CONTRACTOR SHALL PREPARE AND SUBMIT A JOINTING PLANT TO THE ENGINEER
FOR REVIEW AND APPROVAL PRIOR TO COMMENCING THE CONCRETE WORK.
ALL PIPES SHALL BE
PAINTED TRAFFIC YELLOW
C
L
TUOBA
.MYS
6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
PAVEMENT OR
FINISHED GRADE
FILL POST w/ CONCRETE
2500 PSI P.C.
CONCRETE MINIMUM (TYP.)
NOTE:
SPUORG
NI
NEHW
1'-6"
"0-'4
"0-8
2'-0"
.NIM"3
W/2 W/2
SOD
VARIABLE SLOPE 2% MIN. VARIABLE SLOPE 2% MIN.
8" LIMEROCK BASE COURSE w/ MIN. LBR 75, COMPACTED TO A DENSITY
OF 100% OF THE MODIFIED PROCTOR
DRY DENSITY (ASTM D 1557)
12" SUBGRADE STABILIZED TO A MIN. LBR OF 40,
AND COMPACTED TO A DENSITY OF AT LEAST 98%
MODIFIED PROCTOR MAX. DENSITY (ASTM D 1557)
STABILIZED VEHICULAR ACCESS ROAD DETAIL
B
24'
3" COVER TO
OVER FOOTING SPEED TABLE SHALL BE CONSTRUCTED OF
NO LESS THAN 6" CRUSHED CONCRETE BASE
AND ASPHALT PAVEMENT.
12" TYPE 'B'
A A STABILIZATION
MINIMUM LBR 40
SPEED TABLE TOP SECTION A-A
1' WIDE, WHITE BAND EACH
SIDE OF TABLE TOP
EXISTING PAVEMENT 7.5' 9' 7.5'
BBOOLLLLAARRDD DDEETTAAIILL 8" CRUSHED CONCRETE BASE
4.4%
N.T.S.
PAVEMENT STRIPING
TO BE 12" WHITE
JOINT SEAL 12" TYPE 'B' STABILIZATION SEE NOTE 1, THIS DETAIL.
MINIMUM LBR 40
CONC. PAV'T
SECTION B-B
B
PLAN VIEW
1/2" EXP JOINT AND
PREFORMED JOINT FILLER NOTES:
1. SPEED TABLE SHALL BE MINIMUM 6" THICK, 4000 PSI FIBER MESH CONCRETE SURFACE.
2. BASE SHALL BE MINIMUM 12" SUB-BASE, LBR 40.
3. ALL STRIPING AND SIGN PLACEMENT SHALL CONFORM TO MUTCD AND/OR F.D.O.T. STANDARDS.
4. ALL SIGNAGE USED SHALL CONFORM TO THE LATEST STANDARDS OF MUTCD.
5. ALL STRIPING USED SHALL BE THERMOPLASTIC.
6. TRANSITIONS FROM ROADWAY TO SPEED TABLES SHALL BE NEAT AND CLEAN WITH NO RAGGED EDGES.
7. RAISED CROSSWALK SHALL BE LEVEL ACROSS THE TOP SURFACE WITH SIDE SLOPES MATCHING THE CROSS
SLOPE OF ROADWAY.
TYPE F
SPEED TABLE DETAIL
N.T.S.
.dtS
"2/1
7
.niM
"6
*
8"
2'-0"
"0-'1
"6
"6
6" 1'-6"
R
3"
R 3/4"
"81
8"
6"
R
2"
3/4"
R
"6 SURFACE MATERIAL
BASE COURSE
"4-'1
6"
TYPE D RIBBON TYPE CURB
TES
DEMROFNOC
6202/6/1