B2504Plans.pdf

PDF 34 MB Posted Feb 18, 2025

Attached to: Spec Martin Stadium Drainage Improvements State and local contract opportunity
Solicitation number: B-25-04
Issued by: Volusia County, Florida

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RCA.pdf	PDF	Apr 24, 2025
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B2504PriceForm.xlsx	XLSX spreadsheet	Feb 18, 2025
B2504Specs.pdf	PDF	Feb 18, 2025

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JOB# D0942

DATE: AUGUST 2024

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH ENGINEERS, INC." PLANS WITHOUT THIS STAMP ARE GIVEN

FOR INFORMATIONAL PURPOSES ONLY.

c 2022

City Officials

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION

AERIAL

SCALE : 1" = 200'

DELAND, FLORIDA

SURVEYOR

OWNER

CITY OF DELAND,

120 S. FLORIDA AVENUE,

DELAND, FL 32720

(386) 626-7189

ATTN: RAY BAHRAMI, P.E.,

PMP, CPM, CFM

DEPUTY PUBLIC SERVICES

DIRECTOR/CITY ENGINEER

CPH CONSULTING, LLC

500 W. FULTON STREET,

SANFORD, FL 32771

(407) 322-6841

ATTN: THOMAS J. GALLOWAY, PSM

ENGINEER

CPH CONSULTING, LLC

500 W. FULTON STREET,

SANFORD, FL 32771

(407) 322-6841

ATTN: HOWARD L. WRAY, P.E.

CONSULTANTS

N www.sunshine811.com www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners

Surveyors Traffic/Transportation

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

CPH CONSULTING, LLC

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 W. FULTON ST.

SANFORD, FL 32771

Phone: (407) 322-6841

Plans Prepared By:

LOCATION MAP

SCALE : 1" = 1000'

DELAND, FLORIDA

COMMISSIONERS

VICE-MAYOR CHARLES PAIVA, SEAT 2

JESSICA DAVIS, SEAT 3

DANIEL REED, SEAT 4

KEVIN REID, SEAT 5

MAYOR

CHRIS CLOUDMAN

CITY MANAGER

MICHAEL PLEUS, ICMA-CM

SITE LOCATION

DRAINAGE IMPROVEMENTS FOR

SPEC MARTIN MEMORIAL STADIUM

TAX DISTRICT 012, CITY OF DELAND

ARCHITECT

SITE LOCATION

C I T Y O F D E L A N D

Sheet No.

C0.0HOWARD L. WRAY

55557

CPH CONSULTING, LLC

500 W. FULTON STREET,

SANFORD, FL 32771

(407) 322-6841

ATTN: SIDNEY KETNER WEST II, AIA NCARB

INDEX OF SHEET

C0.0 COVER SHEET

C0.1 SIGNATURE SHEET

C0.2 GENERAL NOTES

V0.1 TOPOGRAPHIC SURVEY

V1.1 TOPOGRAPHIC SURVEY

V1.2 TOPOGRAPHIC SURVEY

C1.1 - C1.2 DEMOLITION PLAN

C1.3 - C1.4 STORMWATER POLLUTION PREVENTION PLAN

C1.5 STORMWATER POLLUTION PREVENTION DETAILS

C1.6 - C1.7 DRAINAGE PLAN

C1.8 DRAINAGE STRUCTURE SCHEDULE & CROSS SECTIONS

C1.9 - C2.0 GRADING PLAN

C2.1 - 2.3 GENERAL DETAILS

C2.4 CITY NOTES

A101 ARCHITECTURAL FLOOR PLAN (NORTH BUILDING)

A102 ARCHITECTURAL FLOOR PLAN (SOUTH BUILDING)

A103 ARCHITECTURAL FLOOR PLAN (WEST BUILDING)

A141 ROOF PLAN (NORTH BUILDING)

A142 ROOF PLAN (SOUTH BUILDING)

A201 EXTERIOR ELEVATIONS (NORTH BUILDING)

A202 EXTERIOR ELEVATIONS (WEST BUILDING)

A203 EXTERIOR ELEVATIONS (WEST BUILDING)

A204 EXTERIOR ELEVATIONS (SOUTH BUILDING)

A205 EXTERIOR ELEVATIONS (SOUTH BUILDING)

A330 GENERAL DETAILS (NORTH BUILDING)

A331 GENERAL DETAILS (WEST BUILDING)

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

THE ABOVE NAMED PROFESSIONAL ARCHITECT IS RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G1-16, F.A.C.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

500 W. FULTON ST.

SANFORD, FL 32771

THOMAS J. GALLOWAY, LS6549

THE ABOVE NAMED PROFESSIONAL SURVEYOR IS RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SIDNEY KETNER WEST II THOMAS J. GALLOWAY

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

HOWARD LAWRENCE WRAY, JR.

SHEET NO. DESCRIPTION

A101 ARCHITECTURAL FLOOR PLAN (NORTH BUILDING)

A102 ARCHITECTURAL FLOOR PLAN (SOUTH BUILDING)

A103 ARCHITECTURAL FLOOR PLAN (WEST BUILDING)

A141 ROOF PLAN (NORTH BUILDING)

A142 ROOF PLAN (SOUTH BUILDING)

A201 EXTERIOR ELEVATIONS (NORTH BUILDING)

A202 EXTERIOR ELEVATIONS (WEST BUILDING)

A203 EXTERIOR ELEVATIONS (WEST BUILDING)

A204 EXTERIOR ELEVATIONS (SOUTH BUILDING)

A205 EXTERIOR ELEVATIONS (SOUTH BUILDING)

A330 GENERAL DETAILS (NORTH BUILDING)

A331 GENERAL DETAILS (WEST BUILDING)

SHEET NO. DESCRIPTION

V0.1 TOPOGRAPHIC SURVEY

V1.1 TOPOGRAPHIC SURVEY

V1.2 TOPOGRAPHIC SURVEY

SHEET NO. DESCRIPTION

C0.0 COVER SHEET

C0.2 GENERAL NOTES

C1.1 - C1.2 DEMOLITION PLAN

C1.3 - C1.4 STORMWATER POLLUTION PREVENTION PLAN

C1.5 STORMWATER POLLUTION PREVENTION DETAILS

C1.6 - C1.7 DRAINAGE PLAN

C1.8 DRAINAGE STRUCTURE SCHEDULE & CROSS SECTIONS

C1.9 - C2.0 GRADING PLAN

C2.1 - 2.3 GENERAL DETAILS

C2.4 CITY NOTES

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

D at e N o.

R ev is io n mwww.cphcorp.co

123456

C 2025

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

M A

N M

A D

E . E uc lid

A ve

D eL an d, F lo rid a

D0942

Building Better Communities Together

CPH CONSULTING ,LLC

A Full Service A &E Firm

Plans Prepared By:

C0.1

N A

J. DYMEK

A. KHORRAMIAN

L. WRAY

09/03/2024

H O

D L

. W R

.E . N

O . 5

CPH CONSULTING, LLC

500 W. FULTON ST.

SANFORD, FL 32771

SIDNEY KETNER WEST II, AR102902

CPH CONSULTING, LLC

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

CPH CONSULTING, LLC

500 W. FULTON ST.

SANFORD, FL 32771

HOWARD L. WRAY, P.E. No. 55557 www.sunshine811.com

PIPE SEPARATION DETAILS

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

D at e N o.

R ev is io n www.cphcorp.com

123456

C 2025

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

M A

N M

A D

E . E uc lid

A ve

D eL an d, F lo rid a

D0942

Building Better Communities Together

,LLC

A Full Service A &E Firm

Plans Prepared By:

C0.2

L N

J. DYMEK

J.SOTO

L. WRAY

09/03/2024

H O

D L

. W R

.E . N

O . 5

Y C

O M

Y C

O M

HOWARD L. WRAY, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 55557

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY HOWARD L. WRAY ON THE DATE

INDICATED HERE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED OF THE

CONSTRUCTION SITE AND ADJACENT AREAS IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.

4. THE PROJECT SIZE IS OVER 1 ACRES; THEREFORE, THE CONSTRUCTION IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER

BODIES.

6. IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE;

2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED

IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

7. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS.

PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE

AND FEDERAL REQUIREMENTS.

8. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

9. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE PROJECT SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

10.THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

UTILITY GENERAL NOTES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD

RECONNAISSANCE.

2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN

FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE

RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING "811" AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

CITY OF DELAND

ATTN: JIM AILES

386-740-6852

AT&T/ DISTRIBUTION

ATTN: DINO FARRUGGIO

561-683-2729

CHARTER COMMUNICATIONS

ATTN: USIC DISPATCH

OFFICE 800-778-9140

CITY OF DELAND

ATTN: JAMES BAKER

386-626-7258

DUKE ENERGY

ATTN: USIC DISPATCH

800-778-9140

FL PUBLIC UTILITIES

ATTN: RONI (VERONICA) THOMAS

352-459-1589

5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING

FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED

MATTERS WITH EACH UTILITY.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER.

8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES.

9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

10.FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR

THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

11.THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL

PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE M.O.T. PLAN SHALL

SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION

SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE CITY PRIOR TO CONSTRUCTION.

2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FDOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT OF THE SIGNING AND

MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED

THROUGHOUT CONSTRUCTION.

4. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

5. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

6. WHEN WORK OCCURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND

WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 600 AND 602.

7. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR

OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO

PUBLIC USE.

UTILITY SEPARATION REQUIREMENTS

1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN

ACCORDANCE WITH THE FOLLOWING:

A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN.

B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF

THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.

C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER

TREATMENT FACILITIES.

2. THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE

MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE.

AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY

SEWER JOINTS.

B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE

MAINS.

3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE.

4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST:

A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR

VACUUM TYPE SANITARY SEWER.

B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN.

C. TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE

TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND

PUBLIC WASTEWATER TREATMENT FACILITIES.

5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CASE BY CASE BASIS. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL FROM FDEP COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED

MEASURES BE REMOVED AND REPLACED AT NO COST.

A. WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE

BETWEEN THE JOINTS IN THE OTHER PIPELINE:

1) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE.

2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE.

3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE.

B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES

ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION:

1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25 INCH THICK DUCTILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE

OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER.

STORM NOTES

1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ROUND

CONCRETE PIPE SHALL COMPLY WITH ASTM C76. ELLIPTICAL CONCRETE PIPE SHALL COMPLY WITH ASTM C507. PIPE JOINTS SHALL COMPLY WITH ASTM C443 AND FDOT SPECIFICATION SECTION 430, AND RUBBER GASKETS SHALL COMPLY WITH FDOT SPECIFICATION SECTION 942. MINIMUM COVER OVER THE PIPE, INCLUDING COVER OVER THE BELL OF THE PIPE WHERE APPLICABLE, SHALL BE 30

INCHES.

2. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRESSIVE STRENGTH OF THE PIPE HAS REACHED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED.

3. CORRUGATED POLYETHYLENE PIPE AND FITTINGS 4 INCH THROUGH 10 INCH DIAMETER SHALL COMPLY WITH AASHTO M252, TYPE S.

PIPE 12 INCH THROUGH 48 INCH DIAMETER SHALL COMPLY WITH AASHTO M294, TYPE S, AND ASTM F2306. PIPE 54 INCH THROUGH 60 INCH DIAMETER SHALL COMPLY WITH FDOT SPECIFICATION SECTION 948 (CLASS II PIPE) AND SHALL COMPLY WITH AASHTO M294.

VIRGIN MATERIAL FOR THE PRODUCTION OF PIPE AND FITTINGS SHALL BE HIGH DENSITY POLYETHYLENE CONFORMING TO THE MINIMUM REQUIREMENTS OF CELL CLASSIFICATION 424420C FOR 4-INCH THROUGH 10-INCH DIAMETERS AND 435400C FOR 12-INCH THROUGH 60-INCH DIAMETERS PER ASTM D3350. THE 12-INCH THROUGH 60-INCH VIRGIN PIPE MATERIAL SHALL COMPLY WITH THE NOTCHED CONSTANT LIGAMENT-STRESS (NCLS) TEST AS SPECIFIED IN ASTM F2306. BELL JOINTS FOR 4 INCH THROUGH 10 INCH DIAMETER PIPE SHALL BE PUSH-ON SLEEVE. BELL JOINTS FOR 12 INCH THROUGH 60 INCH DIAMETER PIPE SHALL BE INTEGRALLY FORMED ON PIPE. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM D3212. GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND

SHALL COMPLY WITH ASTM F477.

4. UNDERDRAIN PIPE SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH ASTM F758. FILTER FABRIC UNDERDRAIN

SOCK SHALL BE TYPE D-3 IN ACCORDANCE WITH FDOT INDEX NO. 199.

5. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT INDEX199, TYPE D-3, A.O.S. 70-100. INSTALL IN ACCORDANCE WITH FDOT INDEX NO. 280. PROVIDE MINIMUM 12" OVERLAP.

6. INSTALL POLYETHYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. MINIMUM COVER OVER POLYETHYLENE PIPE SHALL BE AS FOLLOWS: A) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS SUITABLE SOILS AS DEFINED IN THE GENERAL NOTES: MINIMUM COVER SHALL BE 36 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER; B) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS MANUFACTURED AGGREGATES CLASS 1A OR 1B AS DEFINED IN ASTM D2321: MINIMUM COVER SHALL BE 30

INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER.

7. INSTALL UNDERDRAINS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 440. INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS.

8. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND STRUCTURES.

9. ALL STORM PIPE SHALL BE SUBJECTED TO LEAKAGE TESTING. WHEN THE GROUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE, AN

INFILTRATION TEST SHALL BE PERFORMED BY SEALING OFF A LENGTH OF PIPE AND MEASURING THE DEPTH OF FLOW OVER A MEASURING WEIR, OR BY PUMPING THE INFILTRATED WATER INTO CONTAINERS FOR MEASUREMENT. TESTS SHALL BE CONDUCTED FOR A MINIMUM OF FOUR HOURS. INFILTRATION LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS, PER INCH DIAMETER, PER MILE OF PIPE. WHEN THE GROUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY EXFILTRATION. EXFILTRATION LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION, FILLING WITH WATER TO A POINT 4 FEET ABOVE THE TOP OF THE PIPE AT THE UPPER MANHOLE OR INLET, AND ALLOWING IT TO STAND NOT LESS THAN FOUR HOURS. THE SECTION SHALL THEN BE REFILLED WITH WATER UP TO THE ORIGINAL LEVEL AND AFTER TWO HOURS THE DROP IN WATER SURFACE SHALL BE MEASURED. THE COMPUTED LEAKAGE SHALL NOT EXCEED 150 GALLONS PER INCH DIAMETER, PER 24

HOURS, PER MILE OF PIPE.

AutoCAD SHX Text

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

AutoCAD SHX Text Reclaimed Water (4)

AutoCAD SHX Text Sanitary Sewer Force Main, AutoCAD SHX Text Gravity Sewer

AutoCAD SHX Text Sanitary Sewer, AutoCAD SHX Text Vacuum Sanitary Sewer

AutoCAD SHX Text & Disposal System(4)

AutoCAD SHX Text On-Site Sewage Treatment

AutoCAD SHX Text Reclaimed Water (2)

AutoCAD SHX Text Storm Sewer

AutoCAD SHX Text Stormwater Force Main, AutoCAD SHX Text (Full Joint Centered)

AutoCAD SHX Text Joint Spacing @ Crossing

AutoCAD SHX Text Crossings (1)

AutoCAD SHX Text Horizontal Separation

AutoCAD SHX Text Other pipe

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 3 ft. minimum

AutoCAD SHX Text 10 ft. preferred

AutoCAD SHX Text 3 ft. minimum

AutoCAD SHX Text 3 ft. minimum (3)

AutoCAD SHX Text 10 ft. preferred

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 12 inches is the minimum

AutoCAD SHX Text except for storm sewer,then

AutoCAD SHX Text 12 inches is preferred

AutoCAD SHX Text 6 inches is the minimum and

AutoCAD SHX Text

(1) Water Main Should Cross Above other pipe. When Water Main Must Be Below Other Pipe,the Minimum Separation is 12" Inches.

AutoCAD SHX Text

(2) Reclaimed Water Regulated Under Part III of chapter 62-610, F.A.C.

AutoCAD SHX Text

(3) 3 ft. for Gravity Sanitary sewer where the Bottom of the Water Main is laid at least 6 inches above the top of gravity sanitary sewer.

AutoCAD SHX Text

(4) Reclaimed water not regulated under part III

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 10 ft minimum

AutoCAD SHX Text

AutoCAD SHX Text Alternate 3' ft. minimum

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text Alternate 3' ft. minimum

AutoCAD SHX Text 6 inches minimum

AutoCAD SHX Text 12 inches preferred

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text Alternate 6' ft. minimum

AutoCAD SHX Text 6 inches is the minimum and

AutoCAD SHX Text 12 inches is preferred

AutoCAD SHX Text except for gravity sewer,then

AutoCAD SHX Text 12 inches is the minimum

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

AutoCAD SHX Text J:\D0942\Civil\DWG\_Current_Plan_Set\D0942 - GENERAL NOTES.dwg, 1/2/2025 5:07:38 PM, Amir Khorramian, _cph - Civil And Landscape.stb, 1/2/2025 5:07:38 PM, Amir Khorramian, _cph - Civil And Landscape.stb1/2/2025 5:07:38 PM, Amir Khorramian, _cph - Civil And Landscape.stb, Amir Khorramian, _cph - Civil And Landscape.stbAmir Khorramian, _cph - Civil And Landscape.stb, _cph - Civil And Landscape.stb_cph - Civil And Landscape.stb

1234567

C 2025

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

3/18/2024

D0942

T. Galloway

P. Katrek M. Nelson

M. Reigard

Sheet No.

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 3 OF 3.

V0.1

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CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Surveyor No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Survey Sheet 1

B y

R ev is io n D at e

N o.

Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

TOPOGRAPHIC SURVEY

FOR

SPEC MARTIN STADIUM

290 E EUCLID AVENUE

LYING IN

SECTION 16-TOWNSHIP 17 SOUTH-RANGE 30 EAST

CITY OF DELAND, VOLUSIA COUNTY, FLORIDA

CITY OF DELAND

SITE

Survey Notes:

Index of Survey Sheets

Surveyor's Certification:

www.cphcorp.com Building Better

Communities Together

SITE BENCHMARK #502

SITE BENCHMARK #505

SITE BENCHMARK #506

SITE BENCHMARK #501

SITE BENCHMARK #516

SITE BENCHMARK #504

SITE BENCHMARK #522

E EUCLID AVENUE

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1234567

C 2024

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

3/18/2024

D0942

T. Galloway

P. Katrek M. Nelson

M. Reigard

Sheet No.

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Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Surveyor No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 3 OF 3.

Survey Sheet 2

B y

R ev is io n D at e

N o.

MATCH LINE "A" - SEE SURVEY SHEET 3 0F 3

SITE BENCHMARK #301

SITE BENCHMARK #507

E HUBBARD AVENUE

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SITE BENCHMARK #510

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1234567

C 2024

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

3/18/2024

D0942

T. Galloway

P. Katrek M. Nelson

M. Reigard

Sheet No.

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Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Surveyor No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 3 OF 3.

Survey Sheet 3

B y

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MATCH LINE "A" - SEE SURVEY SHEET 2 OF 3

M A

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SITE BENCHMARK #506

SITE BENCHMARK #501

SITE BENCHMARK #516

SITE BENCHMARK #504

SITE BENCHMARK #522

E EUCLID AVENUE

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EXISTING FENCE

TO BE REMOVED

EXISTING FENCE

TO BE REMOVED

CONTRACTOR TO NEATLY SAWCUT AT

NEAREST EXISTING CONCRETE JOINT

AND REMOVE PAVEMENT AS SHOWN

NOTE: PORTIONS OF THE EXISTING STORM SEWER

SYSTEM WERE NOT SURVEYED AND THE LOCATION

SHOWN IS APPROXIMATED FROM SEWER TV INSPECTION.

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

D at e N o.

R ev is io n www.cphcorp.com

123456

C 2025

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

M A

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A D

E . E uc lid

A ve

D eL an d, F lo rid a

D0942

Building Better Communities Together

CPH CONSULTING ,LLC

A Full Service A &E Firm

Plans Prepared By:

C1.1

N P

J. DYMEK

K. BERLINSKY

L. WRAY

09/03/2024

H O

D L

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O . 5

Y C

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MATCH LINE A - SEE MATCH LINE B BELOW

HOWARD L. WRAY, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 55557

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY HOWARD L. WRAY ON THE DATE

INDICATED HERE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.1

www.sunshine811.com

DEMO ASPHALT, CONCRETE, & PAVERS

LEGEND

EXISTING FENCE TO BE REMOVED

LIMITS OF PAVEMENT SAWCUT AND REMOVAL

Graphic Scale in Feet

20 20 40 N

AutoCAD SHX Text 51.9'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 10.6'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 30.8'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 40.5'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 47.1'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 6.6'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 47.1'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 5.9'

AutoCAD SHX Text 16.7'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 9.5'

AutoCAD SHX Text 41.5'

AutoCAD SHX Text 56.3'

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.93 W INV ELEV = 36.58 (CVS) BOTTOM ELEV = 36.03

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.93 W INV ELEV = 36.13 (CVS) BOTTOM ELEV = 35.60

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.95 W INV ELEV = 36.20 (CVS) BOTTOM ELEV = 35.57

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.95 W INV ELEV = 36.41 (CVS) BOTTOM ELEV = 35.80

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.17 N INV ELEV = 36.63 (CVS RCP) SE INV ELEV = 36.52 (6" CLAY)

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.26 N INV ELEV = 36.63 (CVS RCP) SW INV ELEV = 36.58 (CVS CLAY)

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.04 E INV ELEV = 36.13 (CVS) BOTTOM ELEV = 35.66

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.05 E INV ELEV = 35.70 (CVS) BOTTOM ELEV = 35.05

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.04 E INV ELEV = 36.04 (CVS) BOTTOM ELEV = 35.51

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.05 E INV ELEV = 36.05 (CVS) BOTTOM ELEV = 35.66

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.05 E INV ELEV = 36.27 (CVS) BOTTOM ELEV = 35.84

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 44.80 S INV ELEV = 38.68 (18" CPP) BOTTOM ELEV = 38.4±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 39.24 N INV ELEV = 34.80 (18" CPP) E INV ELEV = 35.52 (8" CPP) SE INV ELEV = 33.84 (24" CPP) BOTTOM ELEV = 33.4±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 51.52 E INV ELEV = 48.36 (15"CMP) SW INV ELEV = 47.58 (36" CMP) BOTTOM ELEV = 47.5±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 50.86 E INV ELEV = 48.48 (8" PVC) S INV ELEV = 48.54 (4" PVC) W INV ELEV = 48.48 (15" CMP) BOTTOM ELEV = 48.4±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 50.67 S INV ELEV = 48.92 (4 "PVC) W INV ELEV = 48.01 (8" PVC) BOTTOM ELEV = 47.8±

AutoCAD SHX Text

FLAT GRATE INLET TOP GRATE ELEV = 43.61 INACCESSIBLE

AutoCAD SHX Text

STORM SEWER MANHOLE TOP RIM ELEV = 43.75 INACCESSIBLE

AutoCAD SHX Text

STORM SEWER MANHOLE TOP RIM ELEV = 44.32 INACCESSIBLE

J:\D0942\Civil\DWG\_Current_Plan_Set\D0942 - DEMO.dwg, 1/2/2025 5:07:55 PM, Amir Khorramian, , 1/2/2025 5:07:55 PM, Amir Khorramian, 1/2/2025 5:07:55 PM, Amir Khorramian, , Amir Khorramian, Amir Khorramian, , E HUBBARD AVENUE

S A

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EXISTING FENCE

TO BE REMOVED EXISTING FENCE

TO BE REMOVED

CONTRACTOR TO NEATLY SAWCUT AT

NEAREST EXISTING CONCRETE JOINT

AND REMOVE PAVEMENT AS SHOWN

UNDERGROUND UTILITIES ARE ANTICIPATED IN THIS AREA,

BUT HAVE NOT BEEN LOCATED BY SURVEY. CONTRACTORS

TO EXERCISE CAUTION AND FIELD VERIFY UNDERGROUND

UTILITIES NEAR THE AC UNIT.

CONTRACTOR TO NEATLY SAWCUT AT

NEAREST EXISTING CONCRETE JOINT

AND REMOVE PAVEMENT AS SHOWN

ADA MAT TO BE DEMOLISHED

MATCH LINE B - SEE MATCH LINE A ABOVE

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

D at e N o.

R ev is io n www.cphcorp.com

123456

C 2025

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

M A

N M

A D

E . E uc lid

A ve

D eL an d, F lo rid a

D0942

Building Better Communities Together

CPH CONSULTING ,LLC

A Full Service A &E Firm

Plans Prepared By:

C1.2

N P

J. DYMEK

K. BERLINSKY

L. WRAY

09/03/2024

H O

D L

. W R

.E . N

O . 5

Y C

O M

Y C

O M

HOWARD L. WRAY, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 55557

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY HOWARD L. WRAY ON THE DATE

INDICATED HERE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

www.sunshine811.com

DEMO ASPHALT, CONCRETE, & PAVERS

LEGEND

EXISTING FENCE TO BE REMOVED

LIMITS OF PAVEMENT SAWCUT AND REMOVAL

Graphic Scale in Feet

20 20 40 N

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 23.2'

AutoCAD SHX Text 12.9'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 60.4'

AutoCAD SHX Text 45.5'

AutoCAD SHX Text 47.0'

AutoCAD SHX Text 20.8'

AutoCAD SHX Text 41.4'

AutoCAD SHX Text 15.5'

AutoCAD SHX Text 15.1'

AutoCAD SHX Text 21.7'

AutoCAD SHX Text 3.0'

AutoCAD SHX Text 26.9'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text 21.8'

AutoCAD SHX Text 15.1'

AutoCAD SHX Text 15.7'

AutoCAD SHX Text 41.3'

AutoCAD SHX Text 39.1'

AutoCAD SHX Text 45.8'

AutoCAD SHX Text 61.1'

AutoCAD SHX Text 45.9'

AutoCAD SHX Text 60.4'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 15.3'

AutoCAD SHX Text 19.4'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 13.3'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 23.4'

AutoCAD SHX Text 66.6'

AutoCAD SHX Text 56.3'

AutoCAD SHX Text 43.4'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 8.6'

AutoCAD SHX Text 21.5'

AutoCAD SHX Text 9.4'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text 16.9'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text STORM SEWER MANHOLE TOP RIM ELEV = 31.02 NE INV ELEV = 25.34 (12" CLAY) E INV ELEV = 14.65 (24" CLAY) SE INV ELEV = 24.90 (12" CLAY) S INV ELEV = 14.66 (30" RCP) W INV ELEV = 14.62 (24" CLAY) BOTTOM ELEV = 14.6 ±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 30.59 N INV ELEV = 28.64 (12" CLAY) SW INV ELEV = 28.49 (12" CLAY) BOTTOM ELEV = 28.4±

AutoCAD SHX Text STORM SEWER MANHOLE TOP RIM ELEV = 30.97 N INV ELEV = 25.84 (15" RCP) E INV ELEV = 25.20 (15" RCP) S INV ELEV = 26.01 (15" RCP) SW INV ELEV = 26.29 (15" RCP) BOTTOM ELEV = 25.2±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 30.59 NW INV ELEV = 27.94 (12" CLAY) BOTTOM ELEV = 27.9±

AutoCAD SHX Text STORM SEWER MANHOLE TOP RIM ELEV = 31.56 E INV ELEV = 14.82 (24" CLAY) SW INV ELEV = 25.05 (15" CLAY) W INV ELEV = FULL OF DIRT (24" CLAY) BOTTOM ELEV = 14.8±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 34.84 SW INV ELEV = 31.22 (18" CPP) BOTTOM ELEV = 29.3±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 36.36 SE INV ELEV = 31.02 (18" RCP) BOTTOM ELEV = 30.6±

AutoCAD SHX Text STORM SEWER MANHOLE TOP RIM ELEV = 37.57 S INV ELEV = 30.88 (24" RCP) NW INV ELEV = 30.99 (24" CPP) BOTTOM ELEV = 30.8±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 33.08 NE INV ELEV = 30.71 (18" CPP) SW INV ELEV = 29.08 (18"RCP) BOTTOM ELEV = 29.0±

AutoCAD SHX Text STORM SEWER MANHOLE W/METAL GRATE INSIDE STRUCTURE TOP RIM ELEV = 38.49 TOP METAL GRATE ELEV = 38.13 SE INV ELEV = 33.90 (12" CPP) N INV ELEV = 34.39 (CVS, CLAY) W INV ELEV = 34.50 (8" PVC) S CVS PIPE INACCESSIBLE

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.90 W INV ELEV = 36.50 (CVS) BOTTOM ELEV = 35.95

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.86 W INV ELEV = 36.00 (CVS) BOTTOM ELEV = 35.41

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.89 W INV ELEV = 36.23 (CVS) BOTTOM ELEV = 35.70

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.05 E INV ELEV = 36.27 (CVS) BOTTOM ELEV = 35.84

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.02 E INV ELEV = 36.32 (CVS) BOTTOM ELEV = 35.71

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.01 E INV ELEV = 36.01 (CVS) BOTTOM ELEV = 35.48

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.30 NW INV ELEV = 34.28 (8" CLAY) S PIPE INACCESSIBLE (CVS, BELL END)

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.98 NE CVS PIPE INACCESSIBLE (CVS, BELL END) S INV ELEV = 33.99 (8" CLAY)

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP RIM ELEV = 33.50 N INV ELEV = 23.93 (10" CVT) E INV ELEV = 23.65 (CVS CLAY) S INV ELEV = 23.53 (12" CVT) NW INV ELEV = 28.23 (8" CVT) BOTTOM ELEV = 23.5±

AutoCAD SHX Text STORM SEWER MANHOLE TOP RIM ELEV = 33.56 N INV ELEV = 25.30 (48" RCP) NE INV ELEV = 28.73 (18" RCP) S INV ELEV = 25.30 (48" RCP) BOTTOM ELEV = 25.3±

AutoCAD SHX Text SANITARY SEWER MANHOLE TOP RIM ELEV = 31.34 E INV ELEV = 25.06 (CVS CLAY) SE INV ELEV = 27.43 (6" CVT) W INV ELEV = 24.99 (CVS CLAY) BOTTOM ELEV = 24.9±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 38.58 E INV ELEV = 32.64 (18" HDPP) S INV ELEV = 36.93 (8" HDPP) NW INV ELEV = 32.68 (12" HDPP) BOTTOM ELEV = 32.6±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 37.86 E INV ELEV = 33.78 (6" HDPP) S INV ELEV = 32.25 (18" HDPP) SW INV ELEV = 32.26 (18" HDPP) BOTTOM ELEV = 32.2±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 39.24 N INV ELEV = 34.80 (18" CPP) E INV ELEV = 35.52 (8" CPP) SE INV ELEV = 33.84 (24" CPP) BOTTOM ELEV = 33.4±

AutoCAD SHX Text FLAT GRATE INLET TOP GRATE ELEV = 36.57 SE INV ELEV = 31.43 (24" CPP) NW INV ELEV = 31.90 (24" CPP) BOTTOM ELEV = 31.0±

AutoCAD SHX Text

MES INV ELEV = 31.02 (18" HDPP)

AutoCAD SHX Text

MES INV ELEV = 31.02 (24" HDPP)

AutoCAD SHX Text

MES INV ELEV = 32.24 (12" HDPP)

AutoCAD SHX Text

MES INV ELEV = 32.05 (18" HDPP)

J:\D0942\Civil\DWG\_Current_Plan_Set\D0942 - DEMO.dwg, 1/2/2025 5:08:00 PM, Amir Khorramian, , 1/2/2025 5:08:00 PM, Amir Khorramian, 1/2/2025 5:08:00 PM, Amir Khorramian, , Amir Khorramian, Amir Khorramian, , SITE BENCHMARK #506

SITE BENCHMARK #501

SITE BENCHMARK #516

SITE BENCHMARK #504

SITE BENCHMARK #522

E EUCLID AVENUE

S A

A M

A A

U E

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

D at e N o.

R ev is io n www.cphcorp.com

123456

C 2025

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

M A

N M

A D

E . E uc lid

A ve

D eL an d, F lo rid a

D0942

Building Better Communities Together

CPH CONSULTING ,LLC

A Full Service A &E Firm

Plans Prepared By:

C1.3

R M

W A

P O

N P

J. DYMEK

K. BERLINSKY

L. WRAY

09/03/2024

H O

D L

. W R

.E . N

O .5

Y C

O M

Y C

O M

HOWARD L. WRAY, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 55557

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY HOWARD L. WRAY ON THE DATE

INDICATED HERE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

MATCH LINE A - SEE MATCH LINE B BELOW

Graphic Scale in Feet

20 20 40 N www.sunshine811.com

SILT FENCE

LIMITS OF DISTURBANCE

LEGEND

INLET PROTECTION (SEE SHEET C-1.5 FOR DETAILS)

PROPOSED STORM PIPING

PROPOSED TRENCH DRAIN

TEMPORARY CONSTRUCTION EXITCE

SWPPP INFORMATION SIGNSS

EXISTING STORM PIPING

SOIL TYPE ASTATULA-URBAN LAND

COMPLEX, 0 TO 8 PERCENT SLOPES

PERMANENT SEEDING, SOD, OR

MULCHING FOR ANY DISTURBED AREAS

DISTURBED TURF TO BE REPLACED IN KIND

FLOW DIRECTION

AutoCAD SHX Text 51.9'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 10.6'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 30.8'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 40.5'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 47.1'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 6.6'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 20.4'

AutoCAD SHX Text 47.1'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text

LAWN MOWER DOCKING

AutoCAD SHX Text

ELEC TRANS

AutoCAD SHX Text

BREAKERS

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 5.9'

AutoCAD SHX Text 16.7'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 9.5'

AutoCAD SHX Text 41.5'

AutoCAD SHX Text 56.3'

AutoCAD SHX Text

BFP (2) & UNK RISER

AutoCAD SHX Text

ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

CONCRETE

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CONCRETE

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

STADIUM LIGHT POLE

AutoCAD SHX Text

SCORE BOARD

AutoCAD SHX Text

BFP

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BFP

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

THREE STORY BUILDING FF ELEV = 41.80 (NAVD '88)

AutoCAD SHX Text

SINGLE STORY CONC BLOCK BUILDING FF ELEV = 52.48 (NAVD '88)

AutoCAD SHX Text

SINGLE STORY CONC BLOCK BUILDING FF ELEV = 52.47 (NAVD '88)

AutoCAD SHX Text

SINGLE STORY CONC BLOCK BUILDING FF ELEV = 52.63 (NAVD '88)

AutoCAD SHX Text

BRICK PAVERS

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BRICK PAVERS

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6' CLF

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6' CLF WITH BARBED WIRE ON TOP

AutoCAD SHX Text

6' CLF

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6' CLF

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6' CLF

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GATE

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4' CLF

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6' CLF

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4' CLF

AutoCAD SHX Text

COLUMN (TYP)

AutoCAD SHX Text

8' WIF

AutoCAD SHX Text

PLATFORM

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FOOTBALL FIELD

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

4' CLF

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6' CLF

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6' CLF

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BRICK PAVERS

AutoCAD SHX Text

ELEC PULL BOX

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CLEAN OUT

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ELEC PULL BOX

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PULL BOX

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PULL BOX

AutoCAD SHX Text

PULL BOX, ELEC METER, ELEC PANEL