CS111.pdf

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Drawing Title:

Approved: Checker

Date Checked:

Client Location

Cape Coral, Florida

Project Title

Lee County Outpatient Clinic

Drawn

Project Number

516CA2400

Building Number

Drawing Number:

Dwg. of

Office of

Construction and

Facilities

Management

SRKCML

ARCHITECT/ ENGINEERS:CONSULTANTS

DateRevisions 06/15/09

27200 Riverview Center Boulevard, Suite 101

Bonita Springs, FL 34134-4317

239 / 495 4360

239 / 495 5517 fax

Certificate of Authorization #4270 www.graef-usa.com

CONSTRUCTION DOCUMENTS (CD1)

FULLY SPRINKLERED

HELLMUTH, OBATA & KASSABAUM, INC. Contract No:

All reproduction & intellectual property rights reserved ' 2009

516CA2400

ARCHITECTURE, ENGINEERING, PLANNING,

INTERIORS, GRAPHICS, CONSULTING

One Tampa City Center, Suite 1800, Tampa, FL, 33602

Voice:

Fax:

Internet:

| 813 | 229 - 0300

| 813 | 223 - 7116 http://www.hok.com

FL. Reg. AAC001139

SGEEEEEEEEEEEEEEEEWWGGWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTWWSSEEGGGSTWWWWWWWWWWWWSTSTSTSTSTSTSTSWWWWWWWWWWWWWWWWWWST

Know what’s below.

Call before you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT’S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

0 40 80

72+00 74+00

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-14

-10

-6

-2

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100+00 102+00

PROPOSED 10"

WATER MAIN

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-2

18 18

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S.=0.0000’/’

EXIST. UTILITY POLES

TO REMAIN. DO NOT

UNDERMINE (TYP.)

PROPOSED

10" WATER MAIN

PROPOSED

8" WATERMAIN

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PROPOSED 8"

WATER MAIN

PROPOSED WATER MAIN

405.16 L.F.-8" PVC, C900 WATER MAIN W/ GRANULAR BACKFILL 217.37 L.F.-10" PVC, C900 WATER MAIN

W/ GRANULAR BACKFILL

PROP. GRADE OVER

C/L PROP WM.

EXIST. GRADE OVER

C/L PROP WM.

SEE SHEET CS-112

PROP. BLDG.

F.F. EL. 14.85

PROP.

UNDERGROUND

ELECTRIC

PROP. GAS

PROPOSED DRY

DETENTION #2B

PROPOSED

DRY

DETENTION

#2A

WSSTE

PROP. HYD.

PROP VALVE

PROP. WATER MAIN

SANITARY SEWER

STORM SEWER

BURIED ELECTRIC

PROP. MANHOLE

FENCE

CORBETT ROAD

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H E

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0 PROP. 10"x10" A.T.

STA. 71+58.64 =

STA. 100+04.02

PROP. 8" VALVE

STA. 75+97.16

PROP. T. 10"x8"

STA. 102+21.39 =

STA. 22+27.39

LEGEND:

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EDGE OF EXIST.

PAVEMT.

FLOWLINE OF

EXIST. DITCH

CS-123

WP-7

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24" STO. SEW.

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ELECT.

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CS-117

M-3 DETAIL #

SHEET #

CS-124

PROP. 8" BLOW-OFF ASSEMBLY

STA. 76+05.16

CS-123

PROP. GRADE OVER C/L

PROP. WATER MAIN

PRO

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EXIST. GRADE OVER C/L

PROP. WATER MAIN

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PROP. B. 10"x22.5%%d

TOTAL DEFL. 28’36’32"

PROP. COMB. METER ASSEMBLY

STA. 100+97.83

PROP. 10" G.V.

STA. 100+14.52

51.98’ 27.25’ 123.56’

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WATER MAIN NOTES:

1.

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PROP. COMB. METER ASSEMBLY

STA. 100+70.58

PROP.

24’x95’

C.U.E.

6.0’

PROP. 14"x23" HERCP

SEE SHEET CS-107

8’ 101.52

ALL POTABLE, FIRE AND IRRIGATION WATERLINES SHALL BE AWWA

C-900, DR14, CLASS 150 PVC UNLESS OTHERWISE NOTED. ALL

WATERLINES SHALL HAVE A MINIMUM COVER OF 30" BELOW FINISHED

GRADE, EXCEPT WHERE NOTED ON DRAWINGS.

THE CONTRACTOR SHALL PLACE PROPOSED VALVES AS SHOWN.

THE VALVE BOX SHALL BE LOCATED OUTSIDE OF PAVEMENT

WHEREVER POSSIBLE.

CONTRACTOR SHALL ADHERE TO THE STANDARDS AND GUIDES FOR

TRAFFIC CONTROL FOR WORK PERFORMED IN R.O.W.

CONTRACTOR TO REPAIR STREET, SIDEWALK, AND CURB TO MATCH

MATERIALS IN EXISTING CONDITIONS.

METER TO BE SIZED BY PUBLIC UTILITIES.

THE FIRE PROTECTION WATER SUPPLY, INCLUDING HYDRANTS SHALL

BE INSTALLED AND IN SERVICE PRIOR TO PLACING COMBUSTIBLE

BUILDING MATERIAL ON SITE.

METER AND SERVICE LEAD TO BE INSTALLED BY CONTRACTOR.

ALL UTILITY CONDUITS SHALL HAVE 18" MIN. SEPARATION

FROM THE WATER MAIN.

THE CONTRACTOR OR OWNERS REPRESENTATIVE WILL BE RESPONSIBLE

FOR OBTAINING AN APPROPRIATE SIZED TEMPORARY JUMPER ASSEMBLY

WITH METER FROM THE CITY OF CAPE CORALS UTILITY COLLECTION AND

DISTRIBUTION DEPARTMENT AT 574-0852 PRIOR TO RECEIVING CITY

WATER FOR CONSTRUCTION AND/OR TYING INTO ANY EXISTING POTABLE

WATER MAIN LINES. A BILLING ACCOUNT MUST BE SET UP THROUGH

THE CITY’S CUSTOMER BILLING DEPARTMENT PRIOR TO INSTALLATION. A

REPRESENTATIVE FROM THE CITY OF CAPE CORAL’S SITE DEVELOPMENT

AND REVIEW DIVISION AT 242-3244 MUST BE NOTIFIED 48 HOURS IN

ADVANCE OF INSTALLATION AND BE PRESENT TO WITNESS AND RECORD

THE INSTALLATION PROCESS. ACCOUNT DOCUMENTATION MUST BE

SUBMITTED TO THE SITE DEVELOPMENT AND REVIEW INSPECTOR AT THE

TIME OF METER INSTALLATION. AFTER CONSTRUCTION IS COMPLETE AND

BEFORE THE TEMPORARY JUMPER AND METER IS REMOVED ALL POTABLE

WATER MAINS SHALL BE FLUSHED AND PRESSURE TESTED PER AWWA

SECTION C600 AND DISINFECTED PER AWWA C-651.

THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE CITY OF CAPE CORALS

SITE DEVELOPMENT AND REVIEW DIVISION AT 242-3244 A MINIMUM OF

48 HOURS PRIOR TO ANY SHUTDOWN, TIE-IN OR PRESSURE TEST ON THE

WATER, IRRIGATION OR SEWER MAIN. ALSO, THE CONTRACTOR WILL DISTRIBUTE

ANY INTERRUPTION OF SERVICE NOTICES TO ALL EFFECTED PARTIES AND THE

CITY WILL DISTRIBUTE ALL BOIL WATER NOTICES AND RESCISSION NOTICES.

THE CONTRACTOR IS PROHIBITED FORM TURNING OFF ANY EXISTING MAIN LINE

VALVES. THESE WILL BE TURNED OFF BY A REPRESENTATIVE OF THE CITY OF

CAPE CORAL’S UTILITY DEPARTMENT AT THE CONTRACTORS ARRANGED TIME AND

DATE.

BACKFLOW PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED CROSS

CONNECTION CONTROL TECHNICIAN IN THE PRESENCE OF A CITY OF CAPE

CORAL REPRESENTATIVE.

THE CONTRACTOR OR OWNERS REPRESENTATIVE SHALL ORDER THE

PROTECTUS III METER AND PRE PAY FOR IT IN ADVANCE THROUGH

THE CITY OF CAPE CORAL’S UTILITY COLLECTIONS AND DISTRIBUTION

DEPARTMENT AT 574-0852. A BILLING ACCOUNT MUST BE SET UP

THROUGH THE CITY’S CUSTOMER BILLING DEPARTMENT PRIOR TO

INSTALLATION. UPON INSTALLATION A REPRESENTATIVE FROM THE

CITY OF CAPE CORAL SITE DEVELOPMENT AND REVIEW DIVISION AT

242-3244 MUST BE NOTIFIED 48 HOURS IN ADVANCE AND BE

PRESENT TO WITNESS AND RECORD THE INSTALLATION PROCESS.

ACCOUNT DOCUMENTATION MUST BE SUBMITTED TO THE SITE

DEVELOPMENT AND REVIEW INSPECTOR AT THE TIME OF METER

INSTALLATION. AFTER CONSTRUCTION IS COMPLETE AND BEFORE

THE TEMPORARY JUMPER AND METER IS REMOVED ALL POTABLE

WATER MAINS SHALL BE FLUSHED AND PRESSURE TESTED PER

AWWA SECTION C600 AND DISINFECTED PER AWWA C-651.

ANY WORK ON MATERIALS WHICH DO NOT CONFORM TO THE

CITY OF CAPE CORAL’S SPECIFICATIONS OR ANY WORK PERFORMED

WITHOUT THE KNOWLEDGE OF THE CITY OF CAPE CORAL UTILITY

INSPECTORS OR REPRESENTATIVES IS SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR’S EXPENSE.

ANY EXISTING UTILITY SERVICE CONNECTIONS THAT WILL NOT BE

UTILIZED FOR THIS PROJECT SHALL BE CAPPED AT THE RIGHT OF

WAY LINE AND ABANDON PER CITY OF CAPE CORAL SPECIFICATIONS.

CORBETT ROAD IS UNDER LEE COUNTY’S JURISDICTION. CONTRACTOR

SHALL SUBMIT PLANS AND OBTAIN A RIGHT OF WAY PERMIT FROM

LEE COUNTY DOT.

THE CITY REQUIRES A M.O.T. PERMIT BE PULLED PRIOR TO DOING ANY

WORK IN THE CITY R.O.W. THE CONTRACTOR SHALL SUBMIT AN

APPLICATION WITH THEIR APPROVED SET OF PLANS.

ALL POTABLE WATER AND IRRIGATION METERS FOR DOMESTIC AND FIRE

PROTECTION SHALL BE ORDERED AND PAID FOR THROUGH THE CITY

OF CAPE CORAL’S CUSTOMER BILLING DEPARTMENT AT 574-7722.

PLEASE REFERENCE THE CITY OF CAPE CORAL’S CODE OF ORDNANCES

SECTION 19-23 "ALL WATER METERS SHALL BE FURNISHED AND REMAIN

PROPERTY OF CITY AND SHALL BE ACCESSIBLE AND SUBJECT TO ITS

CONTROL". METERS ARE TO BE NEPTUNE RADIO READ AND SHALL BE

FURNISHED AND INSTALLED WHEN THE SUBJECT UTILITY MAIN(S) ARE

PROPERLY PRESSURE TESTED, BACTERIOLOGICAL TESTED AND FORMALLY

ACCEPTED BY AN AUTHORIZED REPRESENTATIVE OF THE CITY OF CAPE CORAL.

18.

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295.64

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1 ADDENDUM #4 08/18/09

CS-111

9.0’

PROP. HYD. #5

STA. 74+95.64, 5.5’LT.

3’-0" BURY DEPTH

2 2

S.=0.02529’/’

2 3/2/10ASI #6

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