OCC_CEP-1_FIRE_PUMP_SYSTEM_REPLACEMENT_-_100%_DRAWINGS.pdf

100% CONSTRUCTION DOCUMENTS

OCTOBER 13, 2021

OCTOBER 13, 2021

100% CDs

STATE: FLORIDA COUNTY: ORANGE

SITE

NICOLE H. WILSON

COVER SHEET AND SHEET INDEXG-000 YES

SHEET NAMESHEET

NUMBER

SHEET

ISSUED

NO SCALE

GENERAL NOTESC-100 YESNO SCALE

EROSION CONTROL AND DEMOLITION PLANC-200 YES1"=10'-0"

SITE AND UTILITY PLANC-300 YES1"=10'-0"

SITE DETAILSC-500 YESNO SCALE

FIRE PROTECTION PLAN - DEMOLITIONFD-101 YES1"=10'-0"

FIRE PROTECTION PLAN - NEW WORKF-101 YES1"=10'-0"

ELECTRICAL LEGEND, SYMBOLS AND

GENERAL NOTES

E-001 YESNO SCALE

CEP BUILDING ELECTRICAL DEMOLITION WORKED-101 YES1/16"=1'-0"

ELECTRICAL ONE-LINE DIAGRAM DEMOLITIONED-201 YESNO SCALE

CEP BUILDING POWER PLANE-101 YES1/16"=1'-0"

ELECTRICAL ONE-LINE DIAGRAM NEW WORKE-201 YESNO SCALE

SCALE

STRUCTURAL NOTES, PLAN, & DETAILSS-101 YESNO SCALE

ELECTRICALPANEL SCHEDULESE-301 YESNO SCALE

Sheet Number:Designed By:

JOB No.

100058985

Phase:

Checked By:

Date Issued: 10/11/2021

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

SHEET INFORMATION:

PROJECT NAME:

No. Date Description

O ra ng e

Co un ty C or re ct io ns C

EP

Fi re P um p

Sy st em R ep la ce m en t

3r d St re et

, O rla nd o

Fl

DL

CT

RR

CHRISTOPHER L. THOMPSON JR, P.E. 83165

482 SOUTH KELLER ROAD ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

FBPR CERTIFICATE OF AUTHORIZATION NO.24

www.atkinsglobal.com

100% CDs

10/11/20211 100% CONSTRUCTION DOCUMENTS

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TO HIS SATISFACTION, PRIOR TO THE

EXECUTION OF THE CONTRACT, THE NATURE AND LOCATION OF THE WORK, THE CONFIRMATION OF THE

EXISTING GROUND, THE CHARACTER AND QUALITY OF THE SUBSTRATA, THE TYPES AND QUANTITY OF

EXISTING MATERIALS TO BE ENCOUNTERED, THE NATURE OF THE GROUNDWATER CONDITIONS, THE

CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING THE EXECUTION OF THE

WORK, THE GENERAL AND LOCAL CONDITIONS, AND ALL OTHER MATTERS WHICH CAN IN ANY WAY AFFECT

THE WORK UNDER THIS CONTRACT. THE CONTRACT UNIT PRICES FOR THE ENTIRE CONTRACT WILL

REFLECT ALL COSTS PERTAINING TO PROPOSED WORK.

2. THE CONTRACTOR SHALL SUPPLY HIS OWN TEMPORARY ELECTRIC, WATER AND SANITARY FACILITIES AND

ACQUIRE ALL NECESSARY CONSTRUCTION PERMITS. TEMPORARY SANITARY SEWER FACILITIES FOR

CONSTRUCTION WORKERS SHALL REMAIN LOCKED DURING NON- CONSTRUCTION HOURS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY COMPANY AND ORANGE COUNTY.

3. ALL COSTS ASSOCIATED WITH PREPARING THE CONTRACTOR' S STORAGE AND STAGING AREA SITE SHALL

BE BORNE BY THE CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO, CLEARING AND GRADING OF THE

SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, PERMITTING

COSTS, RESTORATION OF THE SITE TO ITS ORIGINAL CONDITION AT PROJECT COMPLETION, MEETING

FEDERAL, STATE AND LOCAL REQUIREMENTS, ETC.

4. CONTRACTOR SHALL REVIEW ALL PERMITS BEFORE BIDDING ON THE PROJECT AND BECOME FAMILIAR

WITH THE CONDITIONS OF THE PERMITS. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION

ACTIVITIES ARE IN COMPLIANCE WITH ALL REGULATORY AGENCY PERMITS.

5. THE PROJECT PAY ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED WITHIN THESE

CONTRACT DOCUMENTS AND ALL REFERENCED CONSTRUCTION AND PERMIT REQUIREMENTS. ALL

INCIDENTAL WORK REQUIRED TO COMPLETE THE PROJECT AND ADHERE TO THIS PROJECT'S

REQUIREMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S BIO UNDER THE MOST APPLICABLE BID ITEM.

6. THE CONTRACTOR WILL RESTRICT PERSONNEL, THE USE OF EQUIPMENT, AND THE STORAGE OF

MATERIALS TO AREAS WITHIN THE LIMITS OF CONSTRUCTION, OR TO OTHER AREAS AS DIRECTED BY THE

OWNER'S AUTHORIZED REPRESENTATIVE.

7. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION AREAS, STAGING AREAS, OR HAUL ROUTES.

8. THE CONTRACTOR SHALL COMPLY WITH OSHA'S EXCAVATION SAFETY STANDARDS AND THE FLORIDA

TRENCH SAFETY ACT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RESTORATION OF EXISTING PAVEMENT, SIDEWALK, UTILITY PIPES, CONDUITS, SPRINKLER HEADS, CABLES, GRASS, LANDSCAPED AREAS, AND ALL

OTHER EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THE

CONTRACTOR SHALL RESTORE ALL EXISTING IMPROVEMENTS TO ORIGINAL CONDITION OR BETTER AT NO

ADDITIONAL COST TO THE OWNER.

10. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL USE TEMPORARY

SHEETING OR TRENCH BOXES, TO MINIMIZE THE SIZE OF EXCAVATIONS IN ORDER TO PROTECT ADJACENT

EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES.

11. UNLESS OTHERWISE NOTED, EXISTING DRAINAGE STRUCTURES AND DRAINAGE PIPE AT THE PROJECT

SHALL REMAIN .

12. HORIZONTAL AND VERTICAL DATUM FOR THIS PROJECT IS RELATIVE TO THE ELEVATIONS AND HORIZONTAL

POSITIONS OF FIXED IMPROVEMENTS SHOWN ON SHEET 4 OF 7 OF SURVEY BY SOUTHEASTERN SURVEYING

AND MAPPING CORPORATION, DRAWING NO. 46280007, REV. 10/13/09 PER DIGITAL FILES FURNISHED BY THE

CLIENT. WOOD VERIFIED THE RELATIVE LOCATIONS AND ELEVATIONS OF SEVERAL FIXED IMPROVEMENTS

(SUCH AS MANHOLES AND DRAINAGE INLETS) DEPICTED ON SHEET 4 AND UTILIZED THESE LOCATIONS AND

ELEVATION VALUES TO PERFORM THE LIMITED TOPOGRAPHIC SURVEY. THE RELATIONSHIP OF THESE

PROJECT SPECIFIC DATUM'S TO A PUBLISHED DATUM SUCH AS THE NORTH AMERICAN DATUM OF 1983

(NAD83) OR THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IS UNKNOWN.

13. CONTRACTOR SHALL SET TEMPORARY BENCHMARKS AS NEEDED.

14. ANY SURVEY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A MONUMENT IS

IN DANGER OF BEING DAMAGED, THE CONTRACTOR SHALL NOTIFY THE FLORIDA DEPARTMENT OF NATURAL

RESOURCES, BUREAU OF SURVEY AND MAPPING, 3900 COMMONWEALTH BOULEVARD, SUITE 309 , TALLAHASSEE, FLORIDA 32399, TELEPHONE (904) 488-2427.

15. ALL PUBLIC LAND CORNERS OR COUNTY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE

PROTECTED. IF A CORNER OR MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN

PROPERLY REFERENCED, THE CONTRACTOR'S CONSTRUCTION MANAGER SHOULD NOTIFY THE CITY OF

MIAMI BEACH SURVEYOR WITHOUT DELAY.

16. ALL EXISTING ROADS AND DRIVEWAYS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES DURING

CONSTRUCTION, UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE OWNER.

17. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL AIR QUALITY AND POLLUTION

CONTROL REGULATIONS PERTAINING TO CONSTRUCTION ACTIVITIES.

18. SILT FENCES SHALL BE PLACED IN ACCORDANCE WITH THE FDOT DESIGN STANDARDS. ALL EROSION

CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AFTER INSTALLATION OF PERMANENT

GRASSING IS COMPLETE. THE COST OF REMOVING EROSION CONTROL ITEMS IS TO BE INCLUDED IN THE

COST OF EROSION CONTROL. ANY AREAS DISTURBED BY THE REMOVAL OF EROSION CONTROL ITEMS

SHALL BE REGRASSED OR SODDED AT NO ADDITIONAL COST TO THE OWNER.

19. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL INSURE AGAINST POLLUTING, SILTING

OR DISTURBING ONSITE AND DOWNSTREAM WATER BODIES AND WETLANDS TO SUCH AN EXTENT AS TO

CAUSE AN INCREASE IN TURBIDITY ABOVE THAT ALLOWED BY CHAPTER 62-302, FLORIDA ADMINISTRATIVE

CODE (FAC) (0 NTU ABOVE BACKGROUND), TO WATERS OF THE STATE. SUCH MEASURES MAY INCLUDE, BUT

NOT BE LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT

BASINS, SEDIMENT CHECKS, OR SILT BARRIERS. THESE TURBIDITY CONTROL DEVICES SHALL BE INSPECTED

AND MAINTAINED ON A DAILY BASIS TO ENSURE THAT CONSTRUCTION GENERATED TURBIDITY IS

CONTAINED WITHIN THE WORK AREAS. AT NO TIME SHALL THE CONSTRUCTION SITE RUNOFF OR

DEWATERING ACTIVITY RESULT IN EXCEEDING THE WATER QUALITY STANDARDS AS SET FORTH IN

CHAPTER 62 - 302, FLORIDA ADMINISTRATIVE CODE (FAC) AS REQUIRED BY THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP).

20. CONTRACTOR SHALL PROVIDE SITE DRAINAGE AND EROSION CONTROL DURING CLEARING AND GRUBBING

AND ALL PHASES OF CONSTRUCTION. SITE DRAINAGE AND FLOW THROUGH EXISTING AND TEMPORARY

DRAINAGE SYSTEMS SHALL BE MAINTAINED AT ALL TIMES AND SHALL EQUAL THE FLOW THROUGH THE

EXISTING SYSTEM.

21. CONTRACTOR TO SUBMIT AND RECEIVE APPROVAL OF AN EROSION CONTROL PLAN FROM THE OWNER

PRIOR TO BEGINNING ANY CONSTRUCTION. EROSION CONTROL ITEMS ARE REQUIRED FOR PREVENTION, CONTROL AND ABATEMENT OF EROSION, SEDIMENTATION, AND WATER POLLUTION. THESE ITEMS ARE TO

BE USED AT THE LOCATIONS DESCRIBED IN THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN TO

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. CONTRACTOR TO SUBMIT NPDES PERMIT

APPLICATION AND PROVIDE OWNER WITH A COPY.

22. THE EROSION CONTROL MEASURES AS SHOWN IN FDOT DESIGN STANDARDS ARE THE MINIMUM REQUIRED.

ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED

BY THE OWNER AND REGULATORY AGENCIES.

23. IN ADDITION TO THE TURBIDITY AND EROSION CONTROL MEASURES SPECIFIED IN THE FDOT DESIGN

STANDARDS, BEST MANAGEMENT PRACTICES FOR EROSION AND TURBIDITY CONTROL SHALL BE UTILIZED

AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH

ALL LOCAL, STATE AND FEDER AL REGULATIONS INCLUDING, BUT NOT LIMITED TO, SOUTH FLORIDA WATER

MANAGEMENT DISTRICT (SFWMD) AND FDEP ( NPDES). THESE BEST MANAGEMENT PRACTICES SHALL

INCLUDE THE USE AND MAINTENANCE OF STAKED FILTER CLOTH, AND OTHER SUITABLE MEANS

SURROUNDING ALL CONSTRUCTION AREAS TO PREVENT EROSION AS WELL AS THE USE OF FLOA TING OR

STAKED TURBIDITY SCREENS, WHERE APPROPRIATE, TO ISOLATE CONSTRUCTION AREAS FROM ADJACENT

SURFACE WATERS. THESE TURBIDITY CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED ON A

DAILY BASIS TO ENSURE THAT CONSTRUCTION GENERATED TURBIDITY IS CONTAINED WITHIN THE WORK

AREAS AND THAT THE TURBIDITY CONTROL DEVICES REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS

COMPLETE.

24. THE CONTRACTOR SHALL APPLY BEST MANAGEMENT PRACTICES TO PREVENT EROSION OF SOILS, TURBIDITY AND POLLUTION IN ADJACENT WATERWAYS, DUST CLOUDS AND AIR POLLUTION.

25. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL FDEP NPDES PERMITS. THE CONTRACTOR SHALL

PREPARE AND SUBMIT ALL PERMIT APPLICATIONS, EXHIBITS, STORMWATER POLLUTION PREVENTION

PLANS (SWPPP) AND ALL OTHER REQUIRED SUBMITTALS NECESSARY TO OBTAIN THE NPDES PERMIT FOR

THE PROJECT.THE CONTRACTOR SHALL SUBMIT TWO (2) COPIES OF ALL SUBMITTAL DOCUMENTS TO THE

OWNER AND TWO (2) COPIES TO THE ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO SUBMITTING

NPDES PERMIT APPLICATION / NOTIFICATION TO FDEP.

26. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE

CONTRACTOR REQUIRE SUCH FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL

REQUEST, IN WRITING, WRITTEN PERMISSION FROM THE OWNER. THE CONTRACTOR SHALL PROVIDE THE

OWNER WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL

PROPOSED FOR USE. THE OWNER SHALL ISSUE WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE

STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND IN

TENDED FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MSDS

SUBMITTAL.

27. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL

BE IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE

AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE OWNER WILL ARRANGE

FOR INVESTIGATION, IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE

CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY

THE OWNER.

28. EXISTING CONDITIONS AND LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE PIPE AND

STRUCTURES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS, SURVEYS AND FIELD INVESTIGATIONS. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS MAY

EXIST AND NEW AND EXISTING WORK MAY NOT BE LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. IT IS

ALSO TO BE UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THE CONTRACTOR SHALL

CONTACT THE UTILITY OWNERS TO FIELD VERIFY LOCATIONS AND DIMENSIONS OF ALL EXISTING SITE

UTILITIES AND THE CONTRACTOR SHALL FIELD VERIFY ALL OTHER EXISTING IMPROVEMENTS PRIOR TO

CONSTRUCTION. THE COSTS FOR DEVIATIONS OR UNKNOWN CONDITIONS SHALL BE INCLUDED IN THE

CONTRACT.

29. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA

STATUTES FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES.

30. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS IS BASED ON LIMITED INVESTIGATION TECHNIQUES

AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT

THE POINT SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. ALL UTILITIES

SHALL REMAIN UNLESS OTHERWISE NOTED.

31. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE 811 (DIAL 811) AT LEAST 48 HOURS

IN ADVANCE OF BEGINNING CONSTRUCTION ON JOB SITE.

32. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL SUPPLY TO THE OWNER A COMPREHENSIVE

CHECKLIST OF UTILlTY FACILITY OWNERS CONTACTED FOR VERIFICATION OF ON-SITE UTILITIES AND THE

LOCATION OF FACILITIES. THE CHECK LIST SHALL INCLUDE: CONTACT NAME, TELEPHONE NUMBER, DATE

CONTACTED AND DATE UTILITY WAS FLAGGED AT SITE. NO WORK AT SITE SHALL PROCEED WITHOUT

OWNER'S WRITTEN REVIEW AND ACCEPTANCE OF THE COMPREHENSIVE UTILITY LOCATE CHECK LIST.

ADDITIONALLY, PRIOR TO ANY WORK PROCEEDING AT THE PROJECT SITE. THE CONTRACTOR SHALL FLAG

THE LOCATION OF ALL UTILITIES (WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, FUEL, GAS, AND ALL OTHERS) IN THE FIELD. THE OWNER SHALL PROVIDE WRITTEN REVIEW AND ACCEPTANCE OF

FLAGGED LOCATIONS OF UTILITIES AND MUST PROVIDE WRITTEN NOTICE TO PROCEED TO THE

CONTRACTOR PRIOR TO ANY EXCAVATION AT THE SITE. AS PART OF THE FLAGGING OF THE UTILITIES, THE

CONTRACTOR SHALL HAND EXCAVATE, OR USE OTHER SUBSURFACE UTILITY LOCATING TECHNIQUES, AT

EACH UTILlTY CROSSING OR AT LOCATIONS ADJACENT TO PROPOSED IMPROVEMENTS, TO EXPOSE, TO A

DEPTH OF 2 FEET BELOW THE BOTTOM OF ANY PROPOSED EXCAVATIONS, THE UTILITY FOR VISUAL

VERIFICATION BY THE OWNER PRIOR TO CONSTRUCTION. THE OWNER'S REVIEW OF THE EXISTING

UTILITIES, FLAGGING, EXPOSURE AND REVIEW OF THE CHECKLIST IS FOR VERIFICATION OF THE

CONTRACTOR'S UTILITY LOCATE EFFORTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING AND SUPPORTING ALL EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES WHETHER ON THE PLANS, CHECKLIST, FLAGGED, EXPOSED OR NOT.

C100

GENERAL NOTES

COMPANY CONTACT UTILITY TELEPHONE

CHARTER COMMUNICATIONS

CITY OF ORLANDO RECLAMATION

MCI

ORANGE COUNTY UTILITIES

SUMMIT BROADBAND

ORLANDO UTILITIES COMMISSION

TECO PEOPLES GAS

AT&T DISTRIBUTION

MARVIN USRY JR

DANIEL BOLLONE

INVESTIGATION

VICTOR GONZALEZ

LESTER GUTHRIE

STEVEN LOCKINGTON

JOAN DOMNING

DINO FARRUGGIO

TELEPHONE

RECLAIMED WATER

COMMUNICATIONS

SANITARY

CABLE TV

WATER

GAS

FIBER OPTIC

407.532.8509

407.246.3805

469.886.4091

407.836.6869 EXT.66869

407.996.1183

407.434.2568

813.275.3783

561.997.0240

SF

LIMITS OF PROPOSED

TRENCH\DEMOLITION

SINGLE ROW SILT FENCE

INLET SEDIMENT FILTER

STORM SEWER PIPE AND

STRUCTURE

EXISTING SANITARY PIPE AND

STRUCTURE

EXISTING STRUCTURE LABEL

LEGEND

EXISTING CONCRETE PAD

TO BE REMOVED

LIMITS OF CONSTRUCTION

ASTERISK INDICATES EXISTING

DATA OBTAINED FROM

RECORD DRAWINGS

X X X X X X X X X X EXISTING ELEMENT TO BE

DEMOLISHED

SAWCUT EXISTING ASPHALT

PRIOR TO DEMOLITION (TYP)

SAWCUT CLEAN JOINTS PRIOR

TO DEMOLITION (TYP)

EXISTING ELECTRICAL

MANHOLE TO REMAIN

SF

SF

SF

SF

SF

SF

SF

SF

S F

S F

ELECTICAL FIXTURES TO BE

RELOCATED AS NEEDED

EXISTING STORM PIPE

TO REAMAIN

EXISTING WATER MAIN

TO REMAIN

EXISTING CHAINLINK

TO BE REMOVED

EXISTING 10" PVC SANITARY

PIPE TO REMAIN

EXISTING STORM

INLET TO REMAIN.

PROVIDE SEDIMENT

PROTECTED.

(TYP)

EXISTING AC UNIT

TO REMIAN

EXISTING STEEL BOX

TO REMAIN

EXISTING BOLLARD TO

BE REMOVED

EXISTING BURIED

TELEPHONE LINE

TO REMAIN

EXISTING 8" PVC

SANITARY PIPE

TO REMAIN

EXISTING 4" DIP

SANITARY PIPE

TO REMAIN

EXISTING SANITARY

MANHOLE TO REMAIN

(TYP)

EXISTING 8" PVC

SANITARY PIPE

TO REMAIN

EXISTING SANITARY

MANHOLE TO REMAIN

(TYP)

EXISTING SEWER

VALVE TO

REMAIN

EXISTING BOLLARD TO

BE REMOVED

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

EXISTING AWNING SUPPORT COLUMN TO

REMAIN. CONTRACTOR SHALL PROVIDE

TEMPORARY REINFORCEMENT TO

COLUMN DURING CONSTRUCTION.

CONTRACTOR MAY NEED TO PROVIDE

TEMPORARY SHORING, AT NO

ADDITIONAL COST TO THE OWNER, TO

PROTECT EXISTING STRUCTURES.

EXISTING CURB

AND GUTTER TO BE

REMOVED

EXISTING CURB TO

REMAIN

EXISTING CURB

TO REMAIN

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

SEE FIRE PROTECTION PLANS FOR

DEMOLITION OF EXISTING FIRE PUMP AND

PIPING. CONNECTION OF NEW PUMP SHALL

BE COORDINATED BY CONTRACTOR WITH

THE AHJ TO ENSURE FIRE PROTECTION IS

MAINTAINED AS REQUIRED

100058985

1. THE CONTRACTOR SHALL UTILIZE SUITABLE

EROSION CONTROL DURING DEMOLITION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE

DISPOSAL OF ALL DEMOLITION DEBRIS.

3. THE CONTRACTOR SHALL COORDINATE THE

REMOVAL/RELOCATION OF EXISTING UTILITIES WITH

THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE

WATER, SEWER, STORM DRAIN, GAS, CABLE TV,

POWER AND TELEPHONE.

4. THE CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES PRIOR TO DEMOLITION AND WILL BE

RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE

OR OFF-SITE UTILITIES THAT ARE OR ARE NOT A

PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO

BE REMOVED. BELOW GROUND UTILITY LOCATIONS

ARE APPROXIMATE AND WERE BASED OFF OF

ABOVE GROUND FEATURES OBTAINED FROM THE

FIELD SURVEY.

5. CONTRACTOR IS RESPONSIBLE FOR THE PROPER

OFFSITE DISPOSAL OF ALL SPOIL MATERIALS

REMOVED FROM THE PROJECT SITE.

6. SAW CUT CLEAN EDGE WHEN REMOVING ASPHALT

AND CONCRETE PAVEMENT.

7. CONTRACTOR TO ADJUST TOPS OF ALL EXISTING

UTILITY FIXTURES TO BE FLUSH WITH THE NEWLY

PAVED AREAS.

8. AN ASTERISK NEXT TO EXISTING CALLOUTS

INDICATES THAT THE DATA WAS OBTAINED FROM

HISTORICAL DATA. THE CONTRACTOR SHALL FIELD

VERIFY.

9. PRIOR TO ORDERING MATERIALS AND BEGINNING

DEMOLITION, THE CONTRACTOR SHALL LOCATE

THE PROPOSED WATER AND SANITARY CORRIDORS

AND SHALL PROVIDE THE OWNER WITH A LEVEL A

SUBSURFACE SURVEY, PER CI/ASCE 38-20.

ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE

THE OWNER WITH A UTILITY ADJUSTMENT PLAN.

THE ENGINEER WILL REVIEW THE CONTRACTOR'S

PROPOSED UTILITY ADJUSTMENT PLAN, AND

PROVIDE CONCURRENCE, IF ACCEPTABLE. THE

CONTRACTOR WILL BARE THE COST OF LEVEL A

SUBSURFACE SURVEY AND UTILITY ADJUSTMENTS.

10.PRIOR TO THE DEMOLITION OF THE SIDEWALK, THE

CONTRACTOR SHALL PROVIDE A TEMPORARY

WALKWAY/SIDEWALK, MEETING THE

REQUIREMENTS OF FDOT STANDARD PLANS INDEX

102-660. CHANNELIZING DEVICES AND ROAD SIGNS

ARE NOT NEEDED. THE OWNER WILL REVIEW AND

APPROVE THE LAYOUT OF TEMPORARY

WALKWAY/SIDEWALK.

NOTES

0 10' 20'

FULL SCALE: 1"=10'

HALF SCALE: 1"=20'

8'' FW

PROPOSED CONCRETE

STORM SEWER PIPE AND

STRUCTURE TO BE REMOVED

TO REMAIN

PROPOSED SANITARY PIPE

AND STRUCTURE

PROPOSED FIRE MAIN

EXISTING STRUCTURE LABEL

LEGEND

PROPOSED ASPHALT FULL

DEPTH

LIMITS OF CONSTRUCTION

ASTERISK INDICATES EXISTING

DATA OBTAINED FROM

RECORD DRAWINGS

EXISTING SANITARY PIPE AND

STRUCTURE TO REMAIN

MATCH EXISTING GRADE

SPOT ELEVATION-ASPHALT/BTTM

OF CURB

FORCEMAINFM

MEG

PROPOSED DIRECTION OF FLOW

8' ' F

W

'' F

W

8'' FW

8'' FW

8'' FW

8'' FW

8'' FW

8'' FW

8'' FW8'' FW

8' ' F

W

8' ' F

W

8' ' F

W

8' ' F

W

8' ' F

W

11.11'

F.F . = 9

9.

8" BEND45

8" BEND45

8" BEND45

16 LF 8" PVC FM,

C-900, DR 14

SEE MEP PLAN FOR

CONNECTION TO

FIRE MAIN

86 LF 8" PVC FM,

C-900, DR14

CONNECT TO EXISTING FIRE

LINE. CONTRACTOR SHALL

FIELD VERIFY LOCATION,

SIZE, AND MATERIAL OF

EXISTING FIRE LINE BEFORE

ORDERING PIPES AND

APPURTENANCES.

8" BEND45

SEE MEP PLAN FOR

CONTINUATION

8" TAPPING SLEEVE AND VALVE.

CONTRACTOR SHALL FIELD

VERIFY LOCATION, SIZE, AND

MATERIAL OF EXISTING LINE

BEFORE ORDERING PIPES AND

APPURTENANCES.

138 LF 8" PVC FM,

C-900, DR14

8" BEND45

30 LF 8" PVC FM,

C-900, DR14

14 LF 8" PVC FM,

C-900, DR14

16 LF 8" PVC FM,

C-900, DR14

5 LF 8" PVC FM,

C-900, DR 14

13'

6'

F.F

.5

10.66'

LIMITS OF

CONSTRUCTION

10.66' x 24' RAISED CONCRETE PAD.

SEE STRUCTURAL SHEETS FOR DETAILS.

PROPOSED

VERTICAL CURB.

MATCH EXISTING.

LIMITS OF

CONSTRUCTION

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

MEG

6'x13' RAISED CONCRETE

PAD. SEE STRUCTURAL

SHEETS FOR DETAILS.

EXISTING UTILITIES

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS,

ELEVATIONS, AND DIMENSIONS OF ALL EXISTING

UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY

DEVIATION FROM THE PLANS PRIOR TO PROCEEDING

WITH ANY PROPOSED CONSTRUCTION OR ORDERING

OF MATERIALS.

2. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY

UPON IDENTIFICATION OF UNKNOWN CONFLICTS.

3. AN ASTERISK NEXT TO EXISTING CALLOUTS INDICATES

THAT THE DATA WAS OBTAINED FROM HISTORICAL

DATA. THE CONTRACTOR SHALL FIELD VERIFY.

4. UTILITY LOCATIONS, DEPTHS, SIZES, AND MATERIALS

IDENTIFIED, ARE FROM RECORD DRAWINGS AND

AS-BUILT DRAWINGS. THE EXISTING UTILITIES IN THE

PATH OF NEW WATER AND SANITARY LINES HAVE NOT

BEEN IDENTIFIED. THE CONTRACTOR WILL MAKE

ADJUSTMENTS TO THE WATER LINE, SANITARY LINE,

OR EXISTING UTILITIES IN ORDER TO AVOID UTILITY

CONFLICTS AT NO ADDITIONAL COST TO THE OWNER.

5. ADJUSTMENTS MADE TO AVOID UTILITY CONFLICTS

MUST MEET THE SEPARATION REQUIREMENTS FOR

WATER, WASTEWATER, AND RECLAIMED WATER

MAINS INDICATED IN FIGURE A116, SHEET C500.

100058985

0 10' 20'

FULL SCALE: 1"=10'

HALF SCALE: 1"=20'

Sheet Number:Designed By:

JOB No.

100058985

Phase:

Checked By:

Date Issued: 10/11/2021

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

SHEET INFORMATION:

PROJECT NAME:

No. Date Description

O ra ng e

Co un ty C or re ct io ns C

EP

Fi re P um p

Sy st em R ep la ce m en t

3r d St re et

, O rla nd o

Fl

DL

CT

RR

CHRISTOPHER L. THOMPSON JR, P.E. 83165

482 SOUTH KELLER ROAD ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

FBPR CERTIFICATE OF AUTHORIZATION NO.24

www.atkinsglobal.com

100% CDs

10/11/20211 100% CONSTRUCTION DOCUMENTS

C500

SITE DETAILS

CONCRETE SIDEWALK DETAIL

NTS

W

6"

SINGLE-COMPONENT

POLYURETHANE SEALANT 3/4" THICK

CLOSED CELL SEMI-RIGID

PLASTIC JOINT FILLER

SINGLE-COMPONENT

POLYURETHANE SEALANT 3/4"

THICK

CLOSED CELL SEMI-RIGID PLASTIC

JOINT FILLER

OR

CONSTRUCTION JOINT

0.2*D

0.1*D

1/4"

STRUCTURE

D

1/4" EXPANSION JOINT

D

1/2"

1/4"

D/4

D

EXPANSION JOINT

D

CONTROL JOINT

NTS

SAWCUT JOINT

12"

NOTES:

ASPHALT PAVEMENT SPLICE DETAIL

NTS

ASPHALT PAVEMENT SECTION WITH

RECYCLED CONCRETE BASE

NTS

NORMAL DUTY PAVEMENT

FILTERED WATER

SECTION

PLAN

PAVEMENT (TYP)

GRATE

1" TYP1" TYP

ROCK / SAND BAGS OR BIOFILTER

BAGS (PLACED END TO END)

WRAP GRATE WITH FILTER

FABRIC WITH OVERLAPPING TOP

FLAPS

WRAP GRATE WITH FILTER

FABRIC WITH OVERLAPPING

TOP FLAPS

ROCK / SAND BAGS OR

BIOFILTER BAGS (PLACED

END TO END)

INLET SEDIMENT FILTER DETAIL

NTS

PIPES OF

EQUAL

SIZE

SANITARY GRAVITY SEWER

CLEANOUT DETAIL

NTS

1. (*) WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE

GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT.

THE THICKNESS OF THE LIP SHALL BE 6".

2. SEE FDOT INDEX 520-001, LATEST EDITION, FOR ADDITIONAL DETAILS

RELATED TO USES WITH PAVEMENT TYPES AS WELL AS JOINTS TYPES AND

SPACING.

GENERAL NOTES:

6" 1'-6"

R

R

R

TYPE F CURB DETAILS

NTS

4"

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

LATEST ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE."

2. CONCRETE SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED

AND SHALL CONFORM TO ASTM C-94 IN ADDITION TO THE FOLLOWING:

A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II.

B. AGGREGATES SHALL MEET ASTM C-33 (3/4" MAX).

C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260.

D. WATER REDUCING AGENT SHALL MEET ASTM C-494.

E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX.

F. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO.

3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE

STRENGTH AS INDICATED BELOW. MIX DESIGNS SHALL BE APPROVED

BY THE ENGINEER BEFORE USE. FLY ASH, SUBSTITUTING FOR CEMENT,

SHALL NOT EXCEED 25% BY WEIGHT.

COMPONENT 28-DAY STRENGTH

FOOTINGS 3000 PSI

SLABS 3000 PSI

4. REINFORCING BARS USED IN CONCRETE SHALL BE GRADE 60 KSI

DEFORMED BAR CONFORMING TO ASTM SPECIFICATION A-615.

REINFORCEMENT SHALL BE RUST,OIL, AND SCALE FREE AND SHALL BE

PLACED AND BENT IN ACCORDANCE WITH THE REFERENCED

STANDARDS INDICATED IN NOTE 1 OF THIS SECTION. SHOP DRAWINGS

FOR REINFORCEMENT LAYOUT, DETAILING, AND PLACING SHALL BE

APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION,

SITE DELIVERY, AND INSTALLATION.

5. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI STANDARDS

AND SPECIFICATIONS. THE CONTRACTOR SHALL BEGIN CONCRETE

CURING IMMEDIATELY AFTER FINISHING OPERATIONS ARE

COMPLETED.

6. CONCRETE ADMIXTURES SHALL BE UTILIZED ONLY WITH PRIOR

APPROVAL FROM THE STRUCTURAL ENGINEER.

7. CONCRETE ADDITIVES SHALL BE COORDINATED BY THE CONTRACTOR

TO ENSURE COMPATIBILITY WITH COVERINGS, EXPOSED, POLISHED,

AND STAINED FINISHES AS SPECIFIED BY THE ARCHITECT.

8. CONCRETE TESTING SHALL BE REQUIRED FOR CAST-IN-PLACE

CONCRETE ELEMENTS AND SHALL BE PERFORMED BY A QUALIFIED,

INDEPENDENT TESTING LAB. MINIMUM TESTING SHALL BE FOR SLUMP

IN ACCORDANCE WITH ASTM C143 AND FOR COMPRESSIVE STRENGTH

IN ACCORDANCE WITH ASTM C39.

9. COMPRESSIVE STRENGTH TESTING SHALL BE CONDUCTED FOR EACH

CLASS, FOR EVERY FIFTY CUBIC YARDS OF CONCRETE PLACED PER

DAY. PLACEMENTS LESS THAN FIFTY CUBIC YARDS SHALL ALSO BE

TESTED PER DAY FOR EACH CLASS. A MINIMUM OF FOUR LAB-CURED

AND SIX FIELD-CURED CYLINDERS SHALL BE COLLECTED. TWO

CYLINDERS SHALL BE KEPT IN RESERVE AND TESTED, IF NECESSARY,

WITH PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER.

10. MIX DESIGN SUBMITTALS SHALL BE SENT TO THE STRUCTURAL

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONCRETE

PLACEMENT AND SHALL BE UNIQUELY IDENTIFIED WITH MIX NUMBER

AND EXACT LOCATION WHERE MIX WILL BE PLACED ON THE

STRUCTURE. SUBMITTALS SHALL INCLUDE DATA FROM RECENT FIELD

AND LAB CYLINDER TESTS AND STATISTICAL, TESTED BACK-UP DATA

PER ACI 318.

11. CONCRETE TICKETS FOR CONCRETE MIXES DELIVERED TO THE SITE

SHALL IDENTIFY THE EXACT TIME THAT THE MIX IS BATCHED.

CONCRETE PLACEMENT SHALL OCCUR WITHIN ONE AND A HALF

HOURS FROM THE TIME THE PROPORTIONED MIXING WATER IS ADDED

TO THE MIX FOR PLACEMENT. MIXES SHALL BE DISCARDED IF THIS

TIMEFRAME IS EXCEED. IT SHALL BE THE RESPONSIBILITY OF THE

INDEPENDENT TESTING LAB TO ASSURE COMPLIANCE WITH PLACING

TIME AND TO NOTIFY THE CONTRACTOR AND OWNER OF NON-

COMPLIANCE.

12. CONCRETE FORMS SHALL NOT BE STRIPPED UNTIL CONCRETE HAS

ATTAINED A MINIMUM 70% OF THE SPECIFIED 28-DAY COMPRESSIVE

STRENGTH AS INDICATED BY TESTING SAMPLES.

13. LAP SPLICE LENGTHS SHALL BE A MINIMUM OF 48 BAR DIAMETERS

UNLESS NOTED OTHERWISE.

14. CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN

ACCORDANCE WITH ACI 318 AS LISTED BELOW, UNLESS NOTED

OTHERWISE.

LOCATION CLEAR COVER

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2"

EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2"

SLABS AND WALLS NOT EXPOSED TO WEATHER 3/4"

BEAMS AND COLUMNS NOT EXPOSED TO WEATHER 1 1/2"

SLABS ON GRADE (COVER FROM TOP OF SLAB) 1 1/2"

15. VERTICAL AND HORIZONTAL REINFORCING INDICATED ON THE

DRAWINGS SHALL BE DOWELED OUT OF THE FOUNDATION OR THE

ELEMENT WHERE THE REINFORCING ORIGINATES, (SLAB BEAM, THE

BEAM, WALL, ETC.) UTILIZING AN ACI STANDARD HOOK EMBEDDED TO

DEVELOP THE FULL ULTIMATE TENSILE STRENGTH OF THE BAR.

16. FORMWORK REMOVAL IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REMOVE FORMS IN SUCH A MANNER AS TO ENSURE JOB

SAFETY AND TO PREVENT DAMAGE TO, AND CREEP DEFLECTION OF THE

STRUCTURE.

17. IMMEDIATELY AFTER REMOVAL OF FORMS, REPAIR HONEYCOMBED OR

DEFECTIVE AREAS WITH HIGH STRENGTH CEMENT GROUT. GROUT

SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. WHEN

REINFORCING IS VISIBLE IN DEFECTIVE AREA, CONTACT THE

STRUCTURAL ENGINEER IMMEDIATELY.

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH:

FLORIDA BUILDING CODE 2020 EDITION 7 AS ADOPTED AND

SUPPLEMENTED BY LOCAL REGULATIONS AND ASCE 7-16 MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

2. REFER TO CIVIL & ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND

LAYOUT. NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO

EXECUTION OF WORK.

3. REFER TO CIVIL & ARCHITECTURAL DRAWINGS FOR MATERIALS,

COMPONENTS, AND CONNECTIONS NOT SHOWN HEREIN, AND FOR

ANCHORED, SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE

STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH

EQUIPMENT PURCHASED.

4. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/OR

HORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONS.

5. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE DESIGN OF

OTHER SYSTEMS DELEGATED OR NOT SHOWN IN THE STRUCTURAL

DRAWINGS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND

INSTALLED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

6. VERIFY ELEVATIONS WITH CIVIL DRAWINGS.

7. ALL DESIGN CRITERIA TO BE VERIFIED BY DELEGATED

PRE-ENGINEERED PUMP HOUSE STRUCTURAL ENGINEER OF

RECORD.

GENERAL STRUCTURAL CRITERIA

1. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

ONCE IN SERVICE. NO CONSIDERATION FOR STABILITY AND SHORING

IS ASSUMED BY THE ENGINEER DURING THE BUILDING PROCESS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS BY

DETERMINING AND IMPLEMENTING ERECTION PROCEDURES AND

SEQUENCE OF CONSTRUCTION. THIS INCLUDES TEMPORARY

BRACING AND SHORING AS WELL AS SOIL STABILIZATION AND

PROTECTIVE MEASURES FOR ADJACENT EXISTING CONSTRUCTION.

2. STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE UTILIZED

CONCURRENTLY WITH SITE AND ENGINEERING DRAWINGS OF OTHER

DISCIPLINES TO CONSULT INFORMATION NOT EXPLICITLY INDICATED

ON STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS

PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIALS AND

LABOR, FABRICATION, AND CONSTRUCTION WORK. WHERE

DISCREPANCIES EXIST, NOTIFY ENGINEER OF SUCH DISCREPANCIES

IN WRITING VIA A REQUEST FOR INFORMATION / INTERPRETATION

(RFI) BEFORE PROCEEDING WITH THE WORK IN THE AFFECTED AREA

IN QUESTION.

4. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED,

OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY

STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY AND ALL COSTS INCURRED BY STRUCTURAL ENGINEER FOR

REVIEW OF SUCH DEVIATIONS AND IMPLEMENTATION OF

APPROPRIATE SOLUTIONS.

5. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE

SUB-CONTRACTORS WORK INDICATED ON STRUCTURAL DRAWINGS

WITH ARCHITECTURE, SITE WORK, DELEGATED COMPONENTS, AND

THE WORK OF OTHER ENGINEERING DISCIPLINES.

6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE

REPRESENTATIVE OF THE FINISHED STRUCTURE. THE STRUCTURAL

ENGINEER SHALL NOT BE IN RESPONSIBLE CHARGE AND CONTROL OF

CONSTRUCTION MEANS, METHODS, PROCEDURES AND

CONSTRUCTION TECHNIQUES, AND JOBSITE SAFETY. THIS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

7. THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS HAVING

CONTROL, CHARGE, AND RESPONSIBILITY FOR THE ACTS AND

OMISSIONS AND FOR FAILURE OF THE CONTRACTOR, SUB-

CONTRACTOR, AND OTHER PERSONS PERFORMING THE WORK TO

CARRY OUT SUCH WORK IN ACCORDANCE WITH THE STRUCTURAL

DRAWINGS AND COLLECTIVE CONTRACT DOCUMENTS.

8. PERIODIC SITE OBSERVATION BY THE STRUCTURAL ENGINEER AND

HIS / HER REPRESENTATIVES IS SOLELY FOR THE PURPOSE OF

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN

GENERAL ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND

SPECIFICATIONS. THIS LIMITED SITE OBSERVATION SHALL NOT BE

CONSTRUED AS AN INSPECTION, EXHAUSTIVE, OR CONTINUOUS

OBSERVATION TO VERIFY THE QUALITY AND QUANTITY OF THE WORK.

9. THE USE OF REPRODUCTIONS OF THESE STRUCTURAL DRAWINGS

AND SPECIFICATIONS AND USE OF ELECTRONIC FILES AND MODELS

BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS

PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM

THE STRUCTURAL ENGINEER.

GRAVITY LOADS

LOCATION

UNIFORM

LIVE LOAD

(PSF)

CONC.

LIVE LOAD

(LBS)

UNIFORM

DEAD LOAD

(PSF)

SLAB 100 - -

ROOF 20 300 20

SHOP DRAWING SUBMITTALS

1. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL STRUCTURAL

FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON

THE STRUCTURAL DRAWINGS. SHOP DRAWING SUBMITTALS INCLUDE

BUT ARE NOT LIMITED TO THE FOLLOWING:

A. CONCRETE MIX DESIGNS

B. CONCRETE REINFORCING SUBMITTALS

C. PRE-ENGINEERED PUMP HOUSE (*)

SHOP DRAWING SUBMITTALS FOR ITEMS NOT LISTED ABOVE SHALL

BE SUBMITTED FOR REVIEW UPON REQUEST BY THE STRUCTURAL

ENGINEER.

ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A

PROFESSIONAL ENGINEER.

ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD

ONLY.

2. SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL

ENGINEER FOR COMPLIANCE WITH DESIGN INTENT AND FOR

GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS SHALL

NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR CONFORMING AND CORRELATING

QUANTITIES, DIMENSIONS, ELEVATIONS, AND LENGTHS, FOR

SELECTING FABRICATION PROCESSES, FOR SELECTING METHODS OF

CONSTRUCTION, FOR COORDINATING SUB TRADES AND FOR

PERFORMING WORK IN A SAFE MANNER.

3. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND

MARKED "APPROVED" PRIOR TO SUBMITTING THE DRAWINGS TO THE

ARCHITECT ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL BE

MARKED WITH A REVIEW STAMP FROM THE CONTRACTOR INDICATING

REVIEW DISPOSITION AND SHALL BE DATED AND INITIALED. SHOP

DRAWINGS THAT HAVE NOT BEEN REVIEWED, STAMPED, DATED AND

INITIALED WILL BE CONSIDERED NOT REVIEWED BY THE

CONTRACTOR AND SHALL BE RETURNED NOT REVIEWED AND

UNCHECKED BY THE STRUCTURAL ENGINEER.

4. STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR DELAYS

CAUSED DUE TO THE REJECTION OF INCOMPLETE SUBMITTALS,

SUBMITTALS RETURNED DUE TO THE CONTRACTOR'S FAILURE TO

REVIEW DOCUMENTS PRIOR TO RECEIPT BY THE STRUCTURAL

ENGINEER, AND FOR THE ADDITIONAL TIME REQUIRED BY THE

CONTRACTOR'S SUB TRADES TO REVISE AND RE-SUBMIT THE

DRAWINGS AND FOR THE STRUCTURAL ENGINEER TO PERFORM

ADDITIONAL REVIEWS OF NON-CONFORMING SUBMITTALS.

5. UPON RECEIPT OF SHOP DRAWING SUBMITTALS FROM THE

CONTRACTOR THAT HAVE BEEN REVIEWED, STAMPED, DATED, AND

INITIALED BY THE CONTRACTOR, THE ENGINEER SHALL BEGIN

REVIEW OF THE RECEIVED SUBMITTALS. THE CONTRACTOR SHALL

ALLOW FOURTEEN (14) WORKING DAYS FOR SUBMITTAL REVIEW BY

THE STRUCTURAL ENGINEER FROM RECEIPT OF SHOP DRAWINGS.

THE CONTRACTOR SHALL FURTHER ALLOW TEN (10) WORKING DAYS

FROM RECEIPT OF SHOP DRAWING RE-SUBMITTALS FOR REVIEW BY

THE STRUCTURAL ENGINEER.

6. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP

DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A

TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND

APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE

CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND

THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER

SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE

DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES

FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND

SUBMITTALS.

7. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR

MATERIALS THAT ARE FABRICATED, DELIVERED, AND INSTALLED AT

THE SITE WITHOUT A SET OF SHOP SUBMITTALS THAT HAVE BEEN

REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. COSTS

ASSOCIATED WITH THE REMOVAL OF UNAPPROVED MATERIALS AND

THE DELAYS ASSOCIATED WITH THE REPAIR, RECONFIGURATION,

AND/OR REMOVAL OF SUCH MATERIALS SHALL NOT BE THE

RESPONSIBILITY OF THE STRUCTURAL ENGINEER.

8. SHOP DRAWINGS REVIEWED BY THE STRUCTURAL ENGINEER AND

RETURNED WITH A MARK OF 'REJECTED' OR 'REVISE AND RESUBMIT'

SHALL BE RE-SUBMITTED FOR REVIEW BY THE STRUCTURAL

ENGINEER. REVISIONS MADE TO SHOP DRAWINGS SHALL BE CLEARLY

MARKED AND THE PURPOSE FOR THE RE-SUBMISSION SHALL BE

CLEARLY NOTED ON THE SHOP DRAWING TRANSMITTAL. REVISIONS

SHALL BE ASSIGNED A SEQUENTIAL REVISION NUMBER.

9. THE CONTRACT DOCUMENTS SHALL GOVERN OVER THE SHOP

DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE

ENGINEER.

SPECIALITY ENGINEER REQUIREMENTS AND SUBMITTALS

1. THE TERM "DELEGATE ENGINEER" SHALL REFER TO A REGISTERED

PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR TO

PROVIDE DESIGN AND FABRICATION SUBMITTALS AND CALCULATIONS

FOR THE COMPONENTS DELEGATED BY THE STRUCTURAL ENGINEER

OF RECORD HEREIN.

2. WHERE NOTED ON THIS SET OF CONSTRUCTION DOCUMENTS AND AS

INDICATED BELOW, THE CONTRACTOR SHALL ENGAGE THE SERVICES

OF A DELEGATED ENGINEER TO PROVIDE SPECIALTY ENGINEERING

SERVICES FOR STRUCTURAL BUILDING COMPONENTS THESE

COMPONENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE

FOLLOWING:

A. PREFABRICATED FENCE AND GATE ASSEMBLIES

B. BOLLARDS AND MISC SITE STRUCTURES NOT SHOWN IN

DRAWINGS

C. SHORING

D. HANDRAIL AND GUARDRAIL SYSTEMS

E. LIGHTPOLE AND LIGHTPOLE FOUNDATION

F. PRE-ENGINEERED PUMP HOUSE

3. THE DELEGATE ENGINEER FOR EACH COMPONENT SHALL BE A

REGISTERED PROFESSIONAL ENGINEER CURRENT AND IN GOOD

STANDING WITH A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE IN

DESIGN FOR EACH SPECIFIC COMPONENT.

4. THE DELEGATE ENGINEER SHALL BE THE ENGINEER OF RECORD FOR

THE AFOREMENTIONED COMPONENTS AND SHALL SUBMIT SIGNED

AND SEALED CALCULATIONS AND DRAWINGS FOR REVIEW BY THE

STRUCTURAL ENGINEER.

5. CALCULATIONS AND DRAWINGS SUBMITTED BY THE DELEGATE

ENGINEER FOR REVIEW BY THE ENGINEER SHALL INCLUDE CLEARLY

DEFINED DESIGN CRITERIA, DESIGN PROCEDURES, STRUCTURAL

LOADS, CODE COMPLIANCE, REQUIRED DETAILS, AND LAYOUTS.

6. THE DELEGATE ENGINEER SHALL ALSO BE RESPONSIBLE FOR

GENERATING ERECTION DRAWINGS AND FABRICATION PROCEDURES

FOR THE SPECIALTY ENGINEERED COMPONENTS.

7. REVIEW OF CALCULATIONS AND DRAWINGS SUBMITTED BY THE

DELEGATE ENGINEER TO THE STRUCTURAL ENGINEER SHALL BE

LIMITED TO THE VERIFICATION THAT THE DELEGATE ENGINEER HAS

UTILIZED THE DESIGN CRITERIA SPECIFIED AND HAS UNDERSTOOD

THE INTENT OF THE DESIGN. THE STRUCTURAL ENGINEER WILL NOT

MAKE A DETAILED CHECK OF THE CALCULATIONS AND DESIGN

PROCESSES UTILIZED BY THE DELEGATE ENGINEER. THE DELEGATE

ENGINEER SHALL BE RESPONSIBLE FOR THE STRUCTURAL INTEGRITY

OF THE SPECIALTY COMPONENTS.

8. DELEGATE ENGINEER MUST HAVE A CURRENT FLORIDA

PROFESSIONAL ENGINEER LICENSE TO PERFORM STRUCTURAL

ANALYSIS AND DESIGN WORK SHOWN ON THE STRUCTURAL DRAWINGS

AND DETAILS.

ULTIMATE DESIGN WIND SPEED: Vult

RISK CATEGORY

WIND EXPOSURE

WIND LOADS

149 MPH

III

C

EQUIVALENT ALLOWABLE WIND SPEED: Vasd 116 MPH

INTERNAL PRESSURE COEFFICIENT (ENCLOSED) ±0.18

SOIL PREPARATION AND FOUNDATIONS

1. NO GEOTECHNICAL REPORT WAS PROVIDED TO THE STRUCTURAL

ENGINEER INDICATING FOUNDATION RECOMMENDATIONS BASED

ON ACTUAL SOIL CONDITIONS. A PRESUMPTIVE BEARING

PRESSURE OF 1,500 PSF BASED ON IBC TABLE 1806.2 WAS UTILIZED

FOR FOUNDATION DESIGN.

2. WHERE SATISFACTORY SUBSURFACE DATA IS NOT AVAILABLE OR

WHERE THE BUILDING OFFICIAL DETERMINES NECESSARY, THE

ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED BY AN

INSPECTION AND TESTING FIRM BEFORE FOOTINGS ARE PLACED

AND THE FINDINGS SHALL BE PRESENTED IN THE FORM OF A

SIGNED AND SEALED GEOTECHNICAL REPORT TO THE STRUCTURAL

ENGINEER FOR REVIEW.

3. THE CONTRACTOR SHALL PERFORM SITE PREPARATION AND

DEWATERING REQUIREMENTS BASED ON THE IBC AND ACCEPTED

INDUSTRY STANDARDS.

4. REINFORCING SHALL BE SUPPORTED FROM ABOVE OR WITH 3" SBP

(WITH BOTTOM PLATE) AT 4'-0" O.C. MAXIMUM FOR ALL FOUNDATION

REINFORCING.

5. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING

CONCRETE.

6. BACKFILL BELOW STRUCTURAL ELEMENTS TO BE A GRANULAR

MATERIAL HAVING MAXIMUM SIZE OF 3" AND LESS THAN 12%

PASSING THE #200 SIEVE SIZE. FILL TO BE PLACED IN LIFTS OF ONE-

FOOT OR LESS COMPACTED TO A MINIMUM OF 95% OF THE

MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR (ASTM:D1557).

7. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF BELOW

GRADE PIPING TO INSURE THAT PIPING DOES NOT PENETRATE THE

MONOLITHIC FOUNDATION. NOTIFY THE STRUCTURAL ENGINEER

OF DISCREPANCIES PRIOR TO INSTALLING BELOW GRADE PIPING

THROUGH THE FOUNDATIONS. PIPING SHALL HAVE A MINIMUM

CLEARANCE BELOW FOUNDATIONS AS DETERMINED BY THE CIVIL

ENGINEER.

B A

R S

IZ

E

4d OR 2 1/2" MIN

B A

R S

IZ

E d bBAR

SIZE

f'c = 3,000 PSI

9#3

#4

#5

#6

#7

#8

#9

#10

NOTES:

1. TABULATED VALUES BASED ON GRADE 60 REINF BARS

AND NORMAL WEIGHT CONCRETE.

2. TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS ARE

BASED ON ACI 318. LENGTHS ARE IN INCHES.

3. FOR BAR SIZES #3 THROUGH #10 ONLY:

A. IF CONCRETE COVER CONFORMS TO ACI 318, THEN A

MODIFICATION FACTOR OF 0.7 MAY BE APPLIED BUT THE

RESULTING LENGTH MUST NOT BE LESS THAN 8db OR 6 IN.

B. IF HOOK IS ENCLOSED IN TIES OR STIRRUPS CONFORMING

TO ACI 318, THEN A MODIFICATION FACTOR OF 0.8 MAY BE

APPLIED BUT THE RESULTING LENGTH MUST NOT BE LESS

THAN 8db OR 6 IN.

f'c = 4,000 PSI f'c = 5,000 PSI

ACI HOOK DEVELOPMENT LENGTHS FOR f'c =3,000 TO 5,000 PSI

4d

5d

6d

#3 THROUGH #8

#9, #10 AND #11

#14 AND #18

Ldh

CRITICAL

SECTION

Lhb = 1200db

√f'c

BAR

SIZE

f'c = 3,000 PSI

17#3

#4

#5

#6

#7

#8

#9

#10

NOTES:

1. TABULATED VALUES BASED ON GRADE 60 REINF BARS AND NORMAL WEIGHT CONCRETE.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE BASED ON ACI 318, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE

REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. LENGTHS

ARE IN INCHES.

3. TOP BARS ARE HORIZ BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.

TOP BARS OTHER BARS

f'c = 4,000 PSI

TOP BARS OTHER BARS

STD. HOOK

NOTE:

PROVIDE MATCHING CORNER BARS FOR ALL HORIZONTAL REINFORCING

AT INTERSECTIONS & CORNERS OF ALL FOOTINGS, THICKENED SLABS

ON GRADE, WALLS, BEAMS, AND CONTINUOUS KNOCK-OUT BLOCKS,

UNLESS NOTED OTHERWISE.

CORNER INTERSECTION

STD. HOOK

L A

P S

P L

IC

E

T Y

P

(P E

R A

C I-

L A

P S

P L

IC

E

T Y

P

(P E

R A

C I-

0" TYP.

T Y

P

T Y

P

ANCHOR BOLT AND ANCHOR PLATE

(BY OTHERS)

PRE-ENGINEERED PUMP HOUSE STRUCTURE BY DELEGATE

ENGINEER. GENERAL CONTRACTOR TO SUBMIT SIGNED

AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR

REVIEW BY STRUCTURAL ENGINEER OF RECORD.

T/ FLOOR

SEE CIVIL

METAL DECK PLATE (OPTIONAL, BY OTHERS)

COMPACTED SUBGRADE, PRESUMPTIVE

ALLOWABLE BEARING PRESSURE OF

1,500 PSF, SEE GENERAL NOTES

#3 STIRRUPS @ 12" OC

(3) #6 CONT T&B

WELD AFTER INSTALLATION IS

COMPLETE (BY OTHERS)

2' - 0"

T/ GRADE

SEE CIVIL

FOAM POLYSTYRENE INSULATION (BY OTHERS).

1/4" STIFFENER PLATE AT ANCHOR LOCATIONS,

BOTH SIDES OF WEB.

CONCRETE FLOOR (OPTIONAL, BY OTHERS)

T Y

P

PER MANUF

S-101

1 2

A

B

P E

R M

A N

U F

TYP

PER MANUF PER MANUF PER MANUF

P E

R M

A N

U F

P E

R M

A N

U F

PRE-ENGINEERED PUMP HOUSE. BASIS

OF DESIGN: PATTERSON PUMP COMPANY

PPC ORDER #C0167402 . REFER TO

DRAWINGS/SPECIFICATIONS OF OTHER

DISCIPLINES AND MANUFACTURER FOR

FURTHER INFORMATION

ANCHOR BOLT AND ANCHOR PLATE SIZE AND LOCATION SHOWN FOR SCHEMATIC

PURPOSES ONLY. ANCHOR BOLT AND ANCHOR PLATE TO BE DESIGNED BY DELEGATE

ENGINEER. GENERAL CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS

AND CALCULATIONS FOR REVIEW BY STRUCTURAL ENGINEER OF RECORD. COORDINATE

WITH GEOTECHNICAL ENGINEER AND PRE-ENGINEERED PUMP HOUSE MANUFACTURER.

CONCRETE GRADE BEAM

SKID WIDE FLANGE BEAM, 8" TYP

a a aa a a

BUILDING

a

(FT)

ULTIMATE C&C WIND PRESSURE (ASCE 7-16)

Vult

(MPH)

Vasd

(MPH)

GCpi Area

(SF)

ZONE

(PSF)

ZONE

(PSF)

ZONE

(PSF)

ZONE

(PSF)

ZONE

(PSF)

<10

+19.7 -48.4

PRE-

ENGINEERED

PUMP HOUSE

3 149 116 +/- 0.18

ULTIMATE C&C WIND PRESSURE PLAN NOTES:

1. PRESSURES INDICATED ARE ULTIMATE COMPONENTS AND CLADDING GROSS

PRESSURES. NOMINAL PRESSURES CAN BE DETERMINED USING A 0.6 MULTIPLIER.

NO FURTHER REDUCTION IS ALLOWED.

2. a - INDICATES END ZONE WIDTH IN FT.

3. Vult AND Vasd INDICATE ULTIMATE AND NOMINAL DESIGN WIND SPEED IN MPH.

4. GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN IN TABLE.

5. GROSS PRESSURES ARE FOR JOISTS, WINDOWS, DOORS, VENEER, LIGHT GAGE METAL

FRAMING, METAL DECK ATTACHMENTS, ROOFING, ROOFING ACCESSORIES AND OTHER

BUILDING COMPONENTS AND CLADDING.

6. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE.

NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED

SURFACE.

7. ROOF ZONES INCLUDING END CONDITIONS ARE DENOTED AS 1 THROUGH 3.

8. WALL ZONES INCLUDING END CONDITIONS ARE DENOTED AS 4 THROUGH 5.

+19.7 -81.2

+19.7 -122.2

+44.3 -48.0

+44.3 -59.1

+18.4 -47.2

+16.8 -45.5

+16.0 -44.3

+18.4 -72.6

+16.0 -52.5

+16.8 -61.1

+18.4 -101.2

+16.0 -52.5

+16.8 -73.5

+42.3 -46.0

+37.8 -41.5

+39.7 -43.4

+42.3 -55.1

+37.8 -46.0

+39.7 -49.9

1/2" ISOLATION JOINT

MATERIAL, SEAL PER

CIVIL DWG, TYP

EQUIPMENT ANCHORS PER

EQUIPMENT MANUFACTURERS

REQUIREMENTS

REFER TO EQUIPMENT PAD

REINFORCING SCHEDULE

10'-0" MAX SPACING BETWEEN CONCRETE CONTROL JOINTS.

SEE MECH OR ELEC PLANS & SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS, PAD

SIZE, ACCESSORIES, AND LOCATIONS. CONTRACTOR TO COORDINATE WITH

MANUFACTURER FOR REQUIRED PAD THICKNESS AND ALL OTHER PAD REQUIREMENTS.

ISOLATED EQUIPMENT PAD

EQUIPMENT PAD

REINFORCING SCHEDULE

T ≤ 4" 6"x6", W2.9 x W2.9

4"x4", W4.0 x W4.0

#4@12"EW

#5@12"EW

NONE

NONE

NONE

#4@12"EW

#5@12"EW

BOTTOM

REINF.TOP REINF.

PAD

THICKNESS

#4@12"EW

S U

P P

L

IE

R

T S

E E

E Q

U

IP

M E

N T

M

IN

MIN 8"

T/ PAD

SEE CIVIL

M

IN

4" ≤ T ≤ 6"

6" ≤ T ≤ 8"

8" ≤ T ≤ 12"

12" ≤ T ≤ 16"

3/4" CHAMFERED EDGE

EQUIP SIZE +6" ALL AROUND

COMPACTED SUBGRADE

Sheet Number:Designed By:

JOB No.

Phase:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

SHEET INFORMATION:

PROJECT NAME:

No. Date Description

O ra ng e

C ou nt y

C or re ct io ns

C E

P

Fi re P um p

S ys te m

R ep la ce m en t

3r d

S tre et , O rla nd o, F

L

PRD

JI

JT

482 SOUTH KELLER ROAD

ORLANDO, FL 32810

PHONE: 407.647.7275 FAX: 407.740.8958

Paul Richard DiCicco, PE #79314

C

R e vi t L o c a l C o p ie s\

O

C C

C C

E P

S tr

R

_D

IC

I7

.r vt

S-101

100058985

100% CDs

10/04/2021

STRUCTURAL NOTES,

PLAN, & DETAILS

S-101

6 HOOK DEVELOPMENT

S-101

4 TENSION LAP SPLICE LENGTHS

S-101

3 TYP. CORNER REINF. DETAIL

3/4" = 1'-0"S-101

2 TYPICAL SKID FOUNDATION

FOUNDATION PLAN NOTES

1. REFER TO GENERAL STRUCTURAL NOTES FOR OTHER INFORMATION AND CRITERIA NOT

SHOWN ON PLAN.

2. VERIFY DIMENSIONS, ELEVATIONS, DEPRESSIONS, DRAIN LOCATIONS, FINISHES AND LIMITS

THEREOF, AND INFORMATION NOT EXPLICITLY INDICATED ON CONTRACT DOCUMENTS WITH

THE ARCHITECTURAL, CIVIL, AND MEP/FP DRAWINGS PRIOR TO CONSTRUCTION.

3. ALL REINFORCING IN FOUNDATION CORNERS, INTERSECTIONS, TEES, AND CHANGES IN

DIRECTION SHALL BE CONTINUOUS AND CORNER REINFORCING SHALL BE PROVIDED AND

LAPPED.

4. DRAWINGS SHOW MINIMUM SIZE AND QUANTITY OF ANCHOR BOLTS NEEDED FOR MOST SKID

INSTALLATIONS. THE ACTUAL ANCHOR BOLT SIZE AND TYPE ARE TO BE DETERMINED BY THE

INSTALLING CONTRACTOR. SOME LOCAL BUILDING CODES MAY REQUIRE ADDITIONAL BOLTS.

1/2" = 1'-0"S-101

1 SKID FOUNDATION PLAN

S-101

5 WIND PRESSURES AND NOTES

S-101

7 EQUIPMENT PAD

E-001

ELECTRICAL LEGEND,

SYMBOLS AND GENERAL

NOTES

Sheet Number:Designed By:

JOB No.100058985

Phase:

Checked By:

Date Issued: OCTOBER 04, 2020

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

SHEET INFORMATION:

PROJECT NAME:

482 SOUTH KELLER ROAD

ORLANDO, FL 32810

PHONE: 407.647.7275 FAX: 407.740.8958

No. Date Description

O ra ng e

Co un ty C or re ct io ns C

EP

Fi re P um p

Sy st em R ep la ce m en t

3r d St re et

, O rla nd o

Fl

FL PE NO. 81965

ALEX ZOTESCU, P.E.

JP

JP

AZ

100% CD

AutoCAD SHX Text

%%UPOWER DISTRIBUTION

AutoCAD SHX Text

%%USWITCHES

AutoCAD SHX Text

%%UWIRING

AutoCAD SHX Text

%%UFIRE ALARM

AutoCAD SHX Text 20A, MANUAL MOTOR STARTER TOGGLE SWITCH WITH PILOT LIGHT AND WITHOUT OVERLOADS. 3 = NUMBER OF POLES. 20A. MOTOR RATED SWITCH. NON-FUSED SAFETY SWITCH, 3 = NO. OF POLES, 60 = SWITCH SIZE. 600 V. UNLESS OTHERWISE NOTED. FUSED SAFETY SWITCH, 3 = NO. OF POLES, 60 = SWITCH SIZE, 50 = FUSES SIZE. 600 V. UNLESS OTHERWISE NOTED. INDIVIDUALLY MOUNTED ENCLOSED CIRCUIT BREAKER, 3 = NO. OF POLES, 100 = FRAME SIZE, 70 = TRIP RATING. 600 V. UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

%%UABBREVIATIONS

AutoCAD SHX Text

%%UGENERAL NOTES

AutoCAD SHX Text

1. THE WORK PRACTICES EMPLOYED ON THIS PROJECT SHALL AT ALL TIMES THE WORK PRACTICES EMPLOYED ON THIS PROJECT SHALL AT ALL TIMES COMPLY WITH OR EXCEED THE LATEST ADOPTED EDITION OF THE NEC (NATIONAL ELECTRICAL CODE). ELECTRICAL CONTRACTOR SHALL PROVIDE OR OBTAIN ALL REQUIRED LABOR, MATERIAL , EQUIPMENT, INSURANCE, TOOLS, PERMITS, INSPECTIONS, ETC. TO PERFORM THE PROJECT ELECTRICAL WORK AS PER NEC, LOCAL AGENCIES, AND OWNER REQUIREMENTS. 2. A COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED AS PER TABLE 250-22 A COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED AS PER TABLE 250-22 OF THE 2017 OR LATEST ADOPTED NEC, SHALL BE INSTALLED IN EVERY RACEWAY AND EFFECTIVELY TERMINATED AT EACH DEVICE. UNLESS NOTED OTHERWISE, MINIMUM WIRE SIZE FOR PHASE, NEUTRAL AND GROUND SHALL BE #12AWG AND MINIMUM CONDUIT SIZE SHALL BE 3/4". 3. CONDUCTORS #8AWG AND LARGER SHALL BE STRANDED COPPER, #10AWG AND CONDUCTORS #8AWG AND LARGER SHALL BE STRANDED COPPER, #10AWG AND SMALLER SHALL BE SOLID COPPER TYPE THHN/THWN-2 UNLESS NOTED OTHERWISE. 4. PROVIDE HANGER, CONDUIT SUPPORTS, JUNCTION BOXES, ETC. PER NEC PROVIDE HANGER, CONDUIT SUPPORTS, JUNCTION BOXES, ETC. PER NEC REQUIREMENTS ACCORDING TO THEIR LOCATION. 5. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO PERFORM THE ELECTRICAL WORK. OWNER/GENERAL CONTRACTOR SHALL BE NOTIFIED BEFORE STARTING ANY CUTTING AND PATCHING, AND WORK SHALL BE DONE IN SUCH A MANNER THAT WILL NOT AFFECT THE BUILDING STRUCTURE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CUTTING AND PATCHING AND SHALL PROVIDE A CODE COMPLIANT SOLUTION TO RESTORE THE AFFECTED SYSTEMS AT NO EXTRA CHARGE. 6. ELECTRICAL CONTRACTOR SHALL FOLLOW OWNER/GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR SHALL FOLLOW OWNER/GENERAL CONTRACTOR, NATIONAL AND LOCAL AGENCIES, ETC. SAFETY REGULATIONS PROCEDURES. ELECTRICAL CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT AND WORKING AREA PROTECTION TO PREVENT INJURIES TO PEOPLE AND DAMAGE TO PROPERTY. 7. FULLY TEST ALL ELECTRICAL SYSTEMS UPON COMPLETION OF WORK. FULLY TEST ALL ELECTRICAL SYSTEMS UPON COMPLETION OF WORK. 8. IT IS THE BIDDER'S RESPONSIBILITY TO INSPECT THE PROJECT SITE AND IT IS THE BIDDER'S RESPONSIBILITY TO INSPECT THE PROJECT SITE AND CONSTRUCTION DOCUMENTS PRIOR TO BIDDING. FAILURE TO DO SO SHALL NOT RELIEVE THE ELECTRICAL CONTRACTOR TO COMPLY AND PERFORM HIS/HER WORK RESPONSIBILITIES UNDER THIS CONTRACT. 9. LABEL EACH SWITCH, RECEPTACLE, PANEL, AND JUNCTION BOXES WITH SOURCE LABEL EACH SWITCH, RECEPTACLE, PANEL, AND JUNCTION BOXES WITH SOURCE PANEL AND CIRCUIT NUMBER. 10. VERIFY PHASE ROTATION ON ALL THREE-PHASE EQUIPMENT (DISCONNECTS, VERIFY PHASE ROTATION ON ALL THREE-PHASE EQUIPMENT (DISCONNECTS, RECEPTACLES, ETC.) 11. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. CIRCUIT BREAKERS ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. CIRCUIT BREAKERS PROTECTING POWER PANELS, TRANSFORMERS, AND MOTORS SHALL BE 100%. CIRCUIT BREAKERS PROTECTING HEATING, AIR CONDITIONING AND REFRIGERATION EQUIPMENT SHALL BE HACR RATED. 12. RUN POWER DISTRIBUTION CONDUITS AND HOME RUNS ABOVE THE BOTTOM OF RUN POWER DISTRIBUTION CONDUITS AND HOME RUNS ABOVE THE BOTTOM OF TRUSSES TO AVOID FIRE RATED WALL PENETRATIONS. IF A FIRE WALL PENETRATION IS REQUIRED, THE ELECTRICAL CONTRACTOR SHALL USE AND PROVIDE A WALL PENETRATION PROCEDURE AND INSTALLATION APPROVED BY THE A.H.J. FOR THE FIRE RATED WALL TO BE PENETRATED. 13. FIELD COORDINATE FINAL CONDUITS LOCATION WITH OTHER DISCIPLINES WORK FIELD COORDINATE FINAL CONDUITS LOCATION WITH OTHER DISCIPLINES WORK AND EXISTING CONDITIONS. 14. PROVIDE CUT AND PATCHING AS NECESSARY TO INSTALL REQUIRED PROVIDE CUT AND PATCHING AS NECESSARY TO INSTALL REQUIRED UNDERGROUND RACEWAYS AND ABOVE-GRADE ROUTING FOR A COMPLETE AND FULLY FUNCTIONAL ELECTRICAL SYSTEM.

AutoCAD SHX Text AMPERES ABOVE COUNTER ABOVE FINISHED FLOOR AVAILABLE FAULT CURRENT AUTHORITY HAVING…