GLENDORA Division

PROJECTVICINITY

GLENDORA

O

NA

EC

CFI

CAP

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REVISIONSDate:ApprDESCRIPTIONNo.

City Engineer RCE 52114 Date

Reviewed By: AS SHOWN

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EngineeringDivisionGLENDORA

CITY OF

MAY 2016

www.tetratech.com

160 East Via Verde, Suite 200San Dimas, Caifornia, 91773

PHONE: (909) 305-2930 FAX: (909) 305-2959

SIERRA MADRE RESERVOIR REHABILITATION

Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

IRE

Z

SEFORPDERETSI

GER REEN

IGN

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LANOIS

No. 4720

CA L I FORN

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TITLE SHEET, SHEET INDEX ,VICINITY AND LOCATION MAP

PROJECT LOCATION(34.147685,-117.846706)

T-001

SHEET INDEXSHT # SHEET TITLET-001 TITLE SHEET, SHEET INDEX ,VICINITY AND LOCATION MAP

S-001 GENERAL STRUCTURAL NOTES AND PLOT PLAN

S-101 FOUNDATION PLAN

S-102 REFLECTED ROOF SLAB UNDERSIDE PLAN

S-103 ROOF PLAN

S-104 RESERVOIR ACCESS DEMOLITION AND IMPROVEMENT PLANS

S-501 STRUCTURAL DETAILS 1





THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE INTHE STRUCTURAL DRAWINGS.

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO AWWA D110-13, ACI 350-06 AND AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION

2. THE CONTRACTOR ACKNOWLEDGES RESPONSIBILITY FOR JOBSITE SAFETY AND ACKNOWLEDGES THAT THE ENGINEER WILL NOT HAVE SUCH RESPONSIBILITY. IF A LAWSUIT IS FILED BY ONE OF THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE, THE CONTRACTOR WILL INDEMNIFY, DEFEND AND HOLD THE OWNER AND TETRA TECH, INC., THEIR PARENT AND SUBSIDIARY COMPANIES HARMLESS OF ANY AND ALL SUCH CLAIMS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ITEMS OF WORK ARE ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION.

5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS WHERE THEY OCCUR.

6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS.

7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

8. ALL ITEMS REMOVED DURING CONSTRUCTION WORK SHALL BE REPLACED TO MATCH EXISTING.

9. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER.

10. BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER, (HEREINAFTER TETRA TECH, INC.), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AS WELL AS THEIR AGENTS AND EMPLOYEES, TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE.

11. SOIL PROPERTIES, ALLOWABLE DESIGN VALUES, GRADING AND COMPACTION REQUIREMENTS AS PER GEOTECHNICAL EVALUATION BY LEIGHTON CONSULTING INC DATED JULY 31, 2015 (PROJECT NO. 10939.001). THIS REPORT SHALL BE CONSIDERED A PART OF THESE PLANS AND SHALL BE KEPT AT THE JOB SITE AT ALL TIMES. A COPY OF THIS REPORT IS AVAILABLE FOR REVIEW IN THE ENGINEER'S OFFICE.

12. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND TETRA TECH, INC. THEIR PARENT AND SUBSIDIARY COMPANIES, ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES.

14. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR EXISTING.

1. REINFORCEMENT FOR CONCRETE AND SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. SPECIFICATION A615 (A706/A706M FOR WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED EXCEPT THAT #3 BARS AND SMALLER MAY BE GRADE 40 STEEL.

2. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL BE ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS, METAL CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE CONCRETE PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS SHALL CONFORM TO THE A.C.I. MANUAL OF STANDARD PRACTICES.

3. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS.

4. WELDING OF REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO ANSI/AWS D1.4-11. USE LOW HYDROGEN E-70 SERIES ELECTRODES FOR WELDING OF REINFORCING BARS. CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH C.B.C. CHAPTER 17.

1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. AGGREGATES SHALL CONFORM TO A.S.T.M. C33.

2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND CEMENT CONFORMING TO A.S.T.M. C150. TYPES I OR II CEMENT MAY BE USED IF SOIL SULFATE LEVELS AS DETERMINED BY A GEOTECHNICAL ENGINEER ARE SUFFICIENTLY LOW.

3. CONCRETE COVER FOR REINFORCING BARS SHALL BE: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS = 2" NO. 5 BARS, W31 OR D31 WIRE, AND SMALLER = 1 1/2"

4. DRYPACK SHALL BE 1 PART CEMENT AND 3 PARTS SAND (BY VOLUME).

5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED.

7. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

8. "ROUGHENED SURFACES", WHERE SPECIFIED ON THE DRAWINGS, SHALL BE MECHANICALLY ROUGHENED SUCH THAT A 1/4" AMPLITUDE (±) IS ACHIEVED BETWEEN HIGH AND LOW SPOTS OF THE ROUGHENED SURFACE. THE SURFACE SHALL BE CLEAN AND FREE OF LAITANCE

9. BOTH FACES OF CONCRETE WALLS, EDGES OF CONCRETE FOUNDATIONS, AND OTHER FORMED CONCRETE SURFACES WHERE THE CONCRETE COVER IS SPECIFIED AS LESS THAN 3 INCHES, SHALL BE PLACED AGAINST FORMWORK WHICH COMPLIES WITH THE PROJECT SPECIFICATIONS. CONCRETE FOR THESE ELEMENTS SHALL NOT BE CAST AGAINST EARTH.

1. ALL STRUCTURAL AND MISCELLANEOUS SHALL BE IN ACCORDANCE WITH A.S.T.M. A36. UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, SPECIFICATION SECTION N UNLESS FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTION 1704.2.5.2 OF THE 2013 CBC. AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CITY BUILDING OFFICIAL (OR OWNER IF THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING DEPARTMENT) AND TO THE ENGINEER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. STEEL TUBES SHALL CONFORM TO A.S.T.M. A500, GRADE B OR BETTER, UNLESS NOTED OTHERWISE.

3. BOLTS SHALL CONFORM TO A.S.T.M. A307 OR BETTER, UNLESS NOTED OTHERWISE.

4. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM.

5. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY A CERTIFIED WELDER IN A FABRICATION SHOP REGISTERED AND APPROVED IN ACCORDANCE WITH NOTE 1 ABOVE.CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH AWS D1.1.

6. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER.

7. STAINLESS STEEL SHALL CONFORM TO A.S.T.M. A276/A.I.S.I. 316. STAINLESS STEEL BOLTS SHALL CONFORM TO A.S.T.M. F593. STAINLESS STEEL NUTS SHALL CONFORM TO A.S.T.M. F594.

8. WELDING OF STAINLESS STEEL SHALL CONFORM TO STRUCTURAL WELDING CODE - STAINLESS STEEL, ANSI/AWS D1.6-07.

9. ALL NON-STAINLESS STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153, AS APPLICABLE. REPAIR OF DAMAGED GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A780.

10. WELDING EQUIPMENT SHALL BE CHECKED PRIOR TO WELDING AS REQUIRED BY AISC 360-10 TABLE N5.4-1.

1. ADHESIVE ANCHORS SHALL BE "HIT HY-200" ADHESIVE ANCHORS, MANUFACTURED BY HILTI, INC.

2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH I.C.C. EVALUATION REPORT No. 3187.

3. SPECIAL INSPECTION PER THE ICC EVALUATION REPORT FOR THE SPECIFIC ANCHOR USED SHALL BE PROVIDED DURING ANCHOR INSTALLATION.

4. AN ALTERNATIVE ADHESIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL, PROVIDED THAT IT HAS A CURRENT I.C.C. EVALUATION REPORT APPROVAL.

5. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND CLEANED AS REQUIRED BY THE GROUT MANUFACTURER.

6. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER), PRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE ANCHOR.

1. EXPANSION ANCHORS SHALL BE "KWIK BOLT 3" MANUFACTURED BY HILTI.

2. ANCHORS SHALL BE INSTALLED PER I.C.C. REPORT No. 1385.

3. SPECIAL INSPECTION PER THE I.C.C. EVALUATION REPORT FOR THE SPECIFIC ANCHOR USED FOR THE C.B.C. SHALL BE PROVIDED DURING ANCHOR INSTALLATION.

4. AN ALTERNATIVE EXPANSION ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE PRODUCT ALTERNATIVE MUST HAVE A CURRENT I.C.C. EVALUATION REPORT APPROVAL.

5. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND CLEANED AS REQUIRED BY THE GROUT MANUFACTURER.

6. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER), PRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE ANCHOR.

DESIGN CODES AND REFERENCES: AWWA D110-13, WIRE-WOUND CIRCULAR PRESTRESSED CONCRETE WATER TANKS ACI 350-06 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ACI 350.3-06 SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES ACI 372R-03 DESIGN AND CONSTRUCTION OF CIRCULAR WIRE & STRAND WRAPPED PRESTRESSED CONCRETE STRUCTURES

SEISMIC DESIGN PARAMETERS: DESIGN STANDARD: AWWA D110-13 LOCATION: LAT. 34.147685, LONG. -117.846706 OCCUPANCY CATEGORY: SITE CLASS: D SEISMIC DESIGN CATEGORY: D

Fa = 1.00 Fv = 1.50 Ss = 2.445 S1 = 0.917 SDs = 1.630 SD1 = 0.917 Ri = 3.50 Rc = 1.0 I =1.50

CONCRETE: EXISTING WALLS f' c = 4000 PSI MIN. AT 28 DAYS EXISTING ROOF, COLUMNS & FLOOR SLAB f' c = 3000 PSI MIN. AT 28 DAYS EXISTING COLUMN FOOTINGS f' c = 3000 PSI MIN. AT 28 DAYS EXISTING REINFORCING f' y = 40 KSI

SOIL PROPERTIES: TANK RING FOOTING FOUNDATIONS ALLOWABLE BEARING PRESSURE: 3000 PSF (NET) THE RECOMMENDED BEARING PRESSURE MAY BE INCREASED BY ONE-THIRD FOR SHORT TRANSIENT LOADING CONDITIONS.

MODULUS OF SUBGRADE REACTION: N/A COEFFICIENT OF FRICTION: 0.35 PASSIVE RESISTANCE : 200 PCF PASSIVE PRESSURE SHALL NOT EXCEED 3000 PSF

GRAVITY LOADS: ROOF DEAD LOAD = 88 PSF ROOF LIVE LOAD = 20.0 PSF WATER DENSITY = 62.4 PCF

WIND LOADING: BASIC WIND SPEED: 110 MPH EXPOSURE C

LOR

RA

INE

AVE

EXISTING RETAINING WALL (PROTECT IN PLACE)

LITT

LEDA

LTO

NW

ASH

EXISTINGGODDARD

RESERVOIR

EXISTING SIERRA MADRE RESERVOIR(TO BE REHABILITATED)

EXISTING PUMP STATION

SIERRA MADRE BLVD.

EXISTING PARKING AREA

EXISTING CITY OF GLENDORAWATER YARD BUILDING

EXISTING ACCESS DRIVE

GEORGEMANOOSHIAN

PARK

EXISTING STORAGE BUILDING(FORMER WELL BUILDING)




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www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

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GER REEN

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No. 4720

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GENERAL STRUCTURAL NOTES AND PLOT PLAN

S-001

PLOT PLANSCALE: 1"=200'

xx

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21'-10" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-10"

21'-1

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"21

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21'-0

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2S-501

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www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

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No. 4720

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FOUNDATION PLANSCALE: 1/16"=1'-0"

3

FOUNDATION PLAN

1. EXISTING CONCRETE FLOOR SLAB

2. EXISTING CONCRETE COLUMN

3. EXISTING CONCRETE COLUMN FOOTING BENEATH FLOORSLAB

4. EXISTING WALL FOOTING

5. NEW WALL FOOTING EXTENSION (SHADED)

6. EXISTING CONCRETE WALL

7. NEW EXTERIOR LADDER

8. NEW INTERIOR LADDER - SEE DETAIL 6 ON SHEET S-502

9. NEW BRACING AT EXISTING OVERFLOW PIPE. SEE DETAIL 1ON SHEET S-504

10. EXISTING OPENING IN FLOOR SLAB FOR DRAIN AND WELLINLET

11. EXISTING OPENING IN FLOOR SLAB FOR SUCTION LINE

12. INSTALL NEW BUTTERFLY VALVE ON EXISTING 20" DIAMETERSUCTION LINE. SEE DETAIL 7 ON SHEET S-504.

13. REMOVE EXISTING ABANDONED STILLING WELL. PATCHFLOOR SLAB AS REQUIRED WITH CEMENTITIOUS NON-SHRINKGROUT.

14. THE CONTRACTOR SHALL FIELD VERIFY EXISTINGDIMENSIONS PRIOR TO ORDERING MATERIALS AND/ORFABRICATION.

15. PORTION OF EXISTING WALL FOOTING TO BE REMOVED(HATCHED)- PRESERVE AND PROTECT EXISTING FOOTINGREINFORCEMENT.

16. REMOVE APPROXIMATELY 245 LINEAR FEET OF EXISTINGCHAIN LINK FENCE AND REPLACE WITH NEW 6'-0" TALL CHAINLINK FENCING PER THE SPECIFICATIONS.

17. REMOVE EXISTING TREES SHRUBS AND VEGETATION NORTHOF FENCE LINE AND SOUTH OF THE RESERVOIR. REMOVALSSHALL INCLUDE ROOTS UNDER THE PORTIONS ACCESSROAD PAVING THAT ARE TO BE REMOVED AND REPLACED

18. EXISTING JOINT IN AC PAVING

19. REMOVE EXISTING AC PAVING AND BASE AT APPROXIMATELY215 LINEAR FOOT PORTION OF 10 FOOT WIDE ACCESS ROAD,AND REPLACE WITH NEW 3" THICK AC PAVING ON 6"CRUSHED AGGREGATE BASE. LIMITS OF AC PAVINGREMOVAL AND REPLACEMENT ARE BETWEEN THE EXISTINGJOINTS IN THE AC PAVING DENOTED BY KEYNOTE 18.

20. EXISTING AC PAVING TO REMAIN

21. PROTECT EXISTING VINYL FENCE IN PLACE

22. PROTECT EXISTING PARK LANDSCAPING IN PLACE

23. PROTECT EXISTING CHAIN LINK FENCE IN PLACE

24. PROTECT EXISTING FIRE HYDRANT, AIR RELEASE VALVE ANDCONCRETE PADS IN PLACE

25. PROTECT EXISTING CONCRETE CURB IN PLACE

26. RELOCATE EXISTING SAMPLE TAP, PRESSURE GAUGE, LEVELTRANSDUCER, AND NITRATE ANALYZER PER DETAIL 5 ONSHEET S-504

27. MAINTAIN A MAXIMUM 1" GAP WHERE THE NEW FENCE MEETSTHE EXISTING FENCE.

28. REMOVE EXISTING DAMAGED CATCH BASIN AND REPLACEWITH NEW CATCH BASIN PER DETAIL 2 ON SHEET S-505

S-101

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21'-10" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-10"

21'-1

0"21

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21'-0

"21

'-0"

21'-0

"21

'-0"

21'-0

"21

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21'-0

"21

'-10"

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4

2TYP.

65'-0"

(25)(375)

(100)(150)

(30)

(75)

(45)

(70)7

TYP.

(40)

(150)(90)

1

(225)

(120)

(100)

(140)

(70)

(50)

(40)

(50)

(60)

(60) (85)

(80)

(140) (100)

(50)

(75)

(75)

(325)

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"

10'-0

"

25'-0"

12TYP.

11

11

11

9

13TYP.

10TYP.

TYP.




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CITY OF

MAY 2016

www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

IREZ

SEFORPDERETSI

GER REEN

IGN

E

LANOIS

No. 4720

CA L I FORN

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REFLECTED ROOF SLAB UNDERSIDE PLANSCALE: 1/16"=1'-0"

4

REFLECTED ROOF SLAB UNDERSIDE PLAN

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1. EXISTING CONCRETE ROOF SLAB

2. EXISTING CONCRETE COLUMN

3. EXISTING CONCRETE BEAM

4. EXISTING CONSTRUCTION JOINT

5. EXISTING ACCESS HATCH OPENING - SEE DETAILS 1 AND 2ON SHEET S-104 FOR DEMOLITION AND IMPROVEMENTS

6. EXISTING VENT OPENING

7. AREAS TO BE COATED WITH CIM 1000 BY C.I.M. INDUSTRIESINC. (OR APPROVED EQUAL) ARE SHOWN SHADED. THEAPPROXIMATE SQUARE FOOTAGE OF EACH AREA IS SHOWNIN PARENTHESIS. CLEAN AND PREP ALL SURFACES TORECEIVE COATINGS IN ACCORDANCE WITH THE COATINGMANUFACTURERS WRITTEN INSTRUCTIONS

8. EXISTING DROP PANEL


10. EXISTING CORBEL

11. REPAIR SPALL IN EXISTING CORBEL PER DETAIL 3 ON SHEETS-502

12. APPROXIMATE LENGTH OF CORBEL REPAIR

13. NEW VENT OPENING. SEE ROOF PLAN ON SHEET S-103.TYPICAL AT 3 LOCATIONS

S-102

2211'-8"

1 3 4 5 7 8 9 10 116

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A

J

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211'

-8"

21'-10" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-10"

21'-1

0"21

'-0"

21'-0

"21

'-0"

21'-0

"21

'-0"

21'-0

"21

'-0"

21'-0

"21

'-10"

23

4

5

6

7

8

8

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37

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1S-

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1211

9

12

9

3TYP.

4TYP.

13 14

6

8

7

10

51

14

10'-0" 10'-0"15

TYP.

10'-0

"10

'-0"

16TYP.

2S-104

1S-104

1S-104

2S-104 SIMILAR

17

18

(DATUM)

19

20

2

TR + 28.00"

22.5

°

45° TYP.

21

TYP.

22

4S-103

1S-505

2'-6"TYP.




11

File No.:

Sheet of

Date:

Scale:

Drawn By:

Plan No.:


CITY OF

MAY 2016

www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

IRE

Z

SEFORPDERETSI

GER REEN

IGN

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ROOF PLANSCALE: 1/16"=1'-0"

5

ROOF PLAN

___

1. EXISTING CONCRETE ROOF SLAB

2. EXISTING PRESTRESSED CONCRETE WALL. REMOVE DECORATIVE WALL PLASTER ANDPORTION OF EXISTING SHOTCRETE LAYER AS PRESCRIBED BY THE TANKPRESTRESSOR. INSTALL NEW PRESTRESSED WIRE WRAPPING AND PROTECTIVESHOTCRETE LAYER PER DETAIL 1 ON SHEET S-503


4. EXISTING COLUMN BELOW

5. EXISTING CONCRETE BEAM BELOW

6. NEW EXPANDED POLYSTYRENE OVERLAY ADHERED TO THE ENTIRE EXISTING ROOFDECK. TAPER POLYSTYRENE TO CREATE A MINIMUM ROOF SLOPE OF 2%. REFER TOTHE TOP OF ROOF "TR" ELEVATIONS ON ROOF PLAN. THE EXPANDED POLYSTYRENEOVERLAY SHALL BE INSTALLED OVER A VAPOR BARRIER (SEE SPECS). PREP ANDPRIME CONCRETE ROOF DECK PRIOR TO PLACEMENT OF OF THE VAPOR BARRIER.

7. NEW SINGLE PLY 80 MIL PVC ROOFING APPLIED TO THE ENTIRE ROOF SURFACE

8. NEW RAIN GUTTER AT THE PERIMETER OF THE EXISTING RESERVOIR WALL

9. REMOVE AND REPLACE THE EXISTING HATCH CURB WITH NEW CURB PER DETAILS 4 & 5 ON SHEET S-502. SET TOP OF CURB AT +24.00"

10. REMOVE AND REPLACE THE EXISTING VENT CURB WITH NEW CURB PER DETAIL 4 ONSHEET S-502, SIMILAR. REINSTALL EXISTING VENT ON NEW CURB. SET TOP OF CURB AT+40.00"

11. NEW EXTERIOR LADDER

12. NEW GUARDRAIL, SEE DETAIL 3 ON SHEET S-503

13. DENOTES LOCATION AT WHICH TOP OF EXISTING ROOF SLAB (TS) AND TOP OF WALL(TW) DATUM ELEVATIONS ARE GIVEN IN THE TABLE ON THIS SHEET

14. THE CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS

15. EXISTING DROP PANEL

16. NEW 6" DIAMETER ROOF VENT PER DETAIL 2 ON SHEET S-503. APPROXIMATE VENTLOCATIONS SHOWN. LOCATE NEW VENT OPENINGS TO MISS EXISTING REINFORCING INROOF DECK TYPICAL AT 3 LOCATIONS

17. REMOVE EXISTING STILLING WELL PIPE AND COVER HOLE PER DETAIL 6 ON SHEETS-501

18. REMOVE PORTIONS OF THREE EXISTING PIPE RISERS PER DETAIL 5 ON SHEET S-501

19. REMOVE EXISTING LEVEL INDICATOR MOUNTED TO EXTERIOR WALL FACE. CUT ALLPIPING/CONDUITS FLUSH WITH FACE OF ROOF SLAB.

20. FOOT TRAFFIC PADDING (30" WIDE MINIMUM) PER THE SPECIFICATIONS

21. 4" SQUARE ALUMINUM DOWNSPOUT. 8 REQUIRED AT LOCATIONS SHOWN. DRAIN TORAIN BARRELS

22. 1" DIAMETER PVC CONDUIT FOR DROP IN LEVEL TRANSDUCER AND NITRATEANALYZER. SEE SHEET S-104

DATUM (0.00") IS AT THE CENTER OF THE TOP OF THE EXISTINGCONCRETE ROOF SLAB

TOP OF ROOF SLAB (TS) AND TOP OF WALL (TW) ELEVATIONS(AS MEASURED IN INCHES FROM DATUM)

LOCATION TS TW LOCATION TS TW LOCATION TS TW

1 0.00 N/A 14 -7.32 -3.72 27 -6.48 -3.60

2 -5.52 -3.72 15 -7.92 -3.48 28 -6.00 -3.60

3 -6.00 -3.60 16 -8.16 -2.88 29 -5.88 -3.60

4 -6.36 -3.12 17 -7.80 -3.36 30 -6.48 -3.96

5 -7.32 -3.24 18 -6.36 -3.00 31 -6.48 -3.60

6 -7.80 -2.88 19 -5.64 -3.24 32 -8.04 -4.20

7 -7.92 -3.00 20 -4.68 -3.00 33 -8.28 -4.08

8 -6.72 -3.12 21 -4.92 -3.00 34 -8.04 -3.48

9 -6.36 -3.12 22 -6.48 -3.48 35 -7.68 -3.72

10 -5.88 -3.24 23 -8.04 -3.60 36 -6.48 -3.48

11 -5.28 -3.48 24 -8.64 -3.48 37 -5.52 -3.48

12 -6.60 -3.48 25 -8.40 -3.72

13 -6.60 -3.48 26 -8.04 -3.96

S-103

16'-6

"

7'-0"

12

4

3

1

2

10'-0

"

11

10'-0

"

10

12

13

145S-502

4S-502

6'-0

"

16

1517

1S-505

1'-6"

FACE OF EXISTINGCONCRETE CORE WALL

BELOW

18

18

1

34

5

2

8

43'-10"

3'-4

"

7

6

9




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DEMOLITION PLAN1S-102 SCALE: 3/8"=1'-0"

6

RESERVOIR ACCESS DEMOLITION AND

___

1. EXISTING CONCRETE ROOF DECK


3. EXISTING CONCRETE BEAM BELOW


5. REMOVE AND DISPOSE OF EXISTING EXTERIOR LADDERAND SAFETY CAGE

6. REMOVE AND DISPOSE OF EXISTING HATCH AND CURB

7. REMOVE AND DISPOSE OF EXISTING INTERIOR LADDERAND SAFETY CAGE

8. CORE DRILL A 1" DIAMETER HOLE AT THE CORNER OFTHE NEW HATCH OPENING PRIOR TO SAWCUTTINGNEW HATCH OPENING. DO NOT OVER CUT AT CORNERS,TYPICAL.

9. SAWCUT AND REMOVE EXISTING ROOF SLAB FROMCORNER HOLE TO CORNER HOLE (REFER TO KN 8).HAND CHISEL AT CORNERS AND DO NOT OVERSAWCUT.

10. NEW GALVANIZED STEEL EXTERIOR LADDER WITHSAFETY CAGE AND LOCKING SECURITY PANEL

11. NEW GALVANIZED STEEL GUARDRAIL

12. NEW GALVANIZED STEEL SWING GATE PER DETAIL 3 ONSHEET S-504

13. NEW CURB AND 36"x42" FLUSH ALUMINUM HATCH.BILCO TYPE JA OR APPROVED EQUAL. LOCATE THEHATCH HINGES ON THE NORTH SIDE OF THE HATCH.

14. NEW STAINLESS STEEL LADDER WITH SAFETY CLIMBAND TELESCOPING SAFETY EXTENSION (BILCO"LADDER-UP" OR APPROVED EQUAL) AT THE TOP OFTHE LADDER

15. NEW RAIN GUTTER AT PERIMETER OF THE EXISTINGRESERVOIR WALL- INTERRUPT AT NEW EXTERIORLADDER.

16. FOOT TRAFFIC PADDING

17. 1" DIAMETER PVC CONDUIT FOR DROP IN LEVELTRANSDUCER AND NITRATE ANALYZER. LOCATECONDUIT AT THE CITYS DIRECTION. SEAL ROOFINGWHERE THE CONDUIT PENETRATES THE ROOFINGMEMBRANE.

18. EXPANSION JOINT IN HORIZONTAL RAILS OFGUARDRAIL PER DETAIL 4 ON SHEET S-503

IMPROVEMENT PLAN2S-102 SCALE: 3/8"=1'-0"

S-104

IMPROVEMENT PLANS

d

4d OR

LAP PER

90° BEND

LAP AND OFFSET

1

d

6d OR4" Min

4d

6

STIRRUP OR TIE

D=8d FOR #9 AND LARGERd=6d FOR SMALLER BARS

180° HOOK

D

D

12d

OR

1'-0

"Min

1-1/

2dC

LEAR

OR

d

6-

WIR

ETI

E

5" Min

EXISTING FLOOR SLAB

EXISTING WALL FOOTING

EXISTING CORE WALL

10"

EXISTING WIRE WRAPPINGAND SHOTCRETE

REMOVE PORTION OFEXISTING FOOTING ASSHOWN (SHADED).PRESERVE EXISTINGREINFORCING

PROVIDE TEMPORARY SHORINGTO SUPPORT THE EXISTINGROOF DECK PRIOR TODEMOLITION OF EXISTINGFOOTING UNTIL 1 WEEK AFTERNEW FOOTING HAS BEENPOURED.

REMOVE CONCRETE IN EXISTING LATE POUR STRIP

SAWCUT ANDREMOVEEXISTNG ACPAVING

TEMPORARY SHORING FOR ROOFSUPPORT SHALL BE PLACED ONTHE EXISTING WALL FOOTING. NOPART OF THE SHORING MAY BESUPPORTED BY THE EXISTINGFLOOR SLAB.

FORMWORK FOR EDGE OF NEWFOOTING EXTENSION (TO BE DESIGNEDAND INSTALLED BY THE CONTRACTOR

EXISTINGFLOORSLAB


EXISTING CORE WALL

NEW SEISMIC CABLES

NEW STRAND WRAPPING ANDSHOTCRETE PER DETAIL 1 ONSHEET S-503

7-

NEWCIRCUMFERENTIALREINFORCING 4-#5TOP AND BOTTOMSPLICE BY LAPPING48" MINIMUM.STAGGER SPLICES

REPLACE AC PAVINGTO MATCH EXISTING

CONTINUOUS 1/2" DEEPSIKAFLEX 1A SEALANT (ORAPPROVED EQUAL)

1 1/2" WIDE CONTINUOUSCOMPRESSIBLE NEOPRENEFILLER

2'-0"NEW CONTINUOUS CAST INPLACE CONCRETE FOOTING

#5 @ 12"

4-

TEMPORARYSHORING. SEEDETAIL 2

PORTION OF EXISTING FOOTINGREMOVED PER DETAIL 2

INSTALL CLASS ANON-SHRINK GROUTAFTER WALLPRESTRESSING ISCOMPLETED

FORM EDGE OFFOOTING EXTENSION

SEISMIC CABLESETS PER DETAILS3,4 AND 5 ON THISSHEET

EXISTING TANK WALL

WALL BASEJOINT

NEW FOOTING EXTENSION

6'-0" MAXIMUMEXISTING REINFORCING

OFFSET SEISMIC CABLE SETSSUCH THAT CABLES INALTERNATING SETS ARESTAGGERED

NEOPRENE SLEEVE ATSEISMIC CABLE SET

INSIDE FACE OF WALL

SEISMIC CABLE, TYP. SEEDETAIL 5 ON THIS SHEET

3-

EXISTING CORE WALL

NEW SHOTCRETE ANDSTRAND WRAPPING EXISTING SHOTCRETE AND WIRE WRAPPING

SECTIONWITH NEOPRENE GLUETWO PIECES GLUED TOGETHERNEOPRENE PAD- USE

STRAND, TYP.0.6" DIA. GALVANIZED

3 SP. @ 1" 1"1"

21/

2"

45°

10"8'-0"

5"

8'-0"

NEOPRENE SLEEVE

PLAN56 SETS IN EACH DIRECTION, 112 SETS TOTAL

1"

5"

0.6" DIA. GALV. STRAND, 4CABLES PER SET, 7STRANDS PER CABLE

5" MIN.INSIDEFOOTINGBEFOREBENDING

11/

2"

"L"NOTES:

8 78 72 62

REINFORCING LAP SPLICE SCHEDULE

f'c=3000

L (inches)

7

6

5

4

69

47

39

32

3

BARL (inches)

24

f'c=2500

63

43

54

37

36

29

31

25

34

49

23

28

L (inches)

f'c=4000

22 19

L (inches)

17

f'c=5000

56

1. LAPS SHOWN IN THIS TABLE ARE CLASS B, CATEGORY 3 TYPE SPLICES. LAP LENGTH IS BASEDUPON SMALLER OF TWO BARS BEING SPLICED WHEN NOT THE SAME SIZE.

2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR HORIZONTAL REINFORCEMENT SO PLACEDTHAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THIS

REINFORCEMENT.

9 88 81 70 63

ROOFINGUNDERLAYMENTBOARD

ROOFING

PORTION OF PIPES IN ROOFDECK TO REMAIN IN PLACE

EXISTING ROOF DECK

RIGIDINSULATION

INSTALL NEW THREADEDGALVANIZED STEEL CAPS

REMOVE EXISTING COUPLERS

REMOVE EXISTING PIPE RISERS

EXISTING ROOF DECK

12" DIAMETER x 1/8" THICK PVC DISKADHERED TO THE EXISTING ROOF DECKWITH SIKABOND CONSTRUCTIONADHESIVE (OR APPROVED EQUAL)

ROOFING

ROOFING OVERLAYMENT BOARD

RIGID INSULATION

REMOVE ANDDISPOSE OF THEENTIRE LENGTHOF THE EXISTINGSTILLING PIPE




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TYPICAL BAR BENDS1_

SCALE: N.T.S.

7

STRUCTURAL DETAILS 1

___

CAPS AT EXISTING LEVEL INDICATOR PIPES5_

SCALE: 3"=1'-0"

STILL PIPEREMOVAL6

_SCALE: 3"=1'-0"

WALL FOOTING DEMO2_

SCALE: 1"=1'-0"

SEISMIC CABLES ELEVATION7_

SCALE: 1"=1'-0"

NEW SEISMIC CABLE AND FOOTING EXTENSION3_

SCALE: 1"=1'-0"

SEISMIC CABLE ASSEMBLY DETAIL5_

SCALE: 1"=1'-0"

REINFORCING LAP SPLICE SCHEDULE6_

SCALE: N.T.S.

SEISMIC CABLE ARRANGEMENT (PLAN VIEW)4_

SCALE: 3"=1'-0"

S-501

EXISTING ROOF SLAB

EXISTING CORE WALL

NEW SINGLE MEMBRANE PVC ROOFING

NEW EXPANDEDPOLYSTYRENE FILL

1/4" PER FOOTMIN. SLOPE

NEW STRAND WRAPPINGAND SHOTCRETE

EXISTING WIRE WRAPPINGAND SHOTCRETE

EXISTING CORBEL

ROOFING UNDERLAYMENT BOARD

COMPRESSIBLE FILLER (TYP.)

EDGE OF ROOFINGATTACHMENT PERDETAIL 2 ON THIS SHEET

TW - SEEROOF PLANTS - SEEROOF PLAN

1/2" DEEP SAWCUT

EXISTING SPALL

APPLY A BONDING AGENT WITH ACORROSION INHIBITOR TO THE CHIPPEDSURFACE (SIKA ARMATEC 110 ORAPPROVED EQUAL)

CHIP AWAY EXISTING LOOSE CONCRETEAND CUT A SQUARE SHELF AT THE EDGEOF THE CORBEL. LEAVE THE CHIPPEDSURFACE ROUGH.

NON-SAG, CEMENTITIOUS, NSF61APPROVED REPAIR MORTAR(SIKATOP 123 PLUS OR APPROVEDEQUAL)

EXISTINGJOINT FILLER

EXISTING GROUT BED

1/2"

MIN

IMU

M(V

AR

IES

WIT

HPR

OFI

LEO

FSP

ALL)

EXISTING CONCRETE CORBEL

EXISTING CONCRETE WALL

CONTINUOUS 4x PRESSURE TREATED NO. 2 DOUGLASFIR-LARCH NAILER - BAND SAW AS REQUIRED TOCONFORM TO THE RESERVOIR CURVATURE

1/2" DIAMETER GALVANIZED ADHESIVE ANCHORS@ 36" O.C. MAXIMUM. COUNTERSINK 1" MAXIMUMEMBED 3"

3" MIN.4" MAX.

3" MIN.

EXISTINGCONCRETEROOF DECK

ROOFING

ROOFING UNDERLAYMENT BOARD

RIGID INSULATION

2"

INSTALL RAINGUTTER, NAILER, ROOFING AND EDGE BAR AFTERTHE NEW WALL PRESTRESSING HAS BEEN APPLIED AND WHILETHE TANK IS FULL TO THE LIP OF THE OVERFLOW RISER.

NEW SHOTCRETE

EXISTING SHOTCRETE

EXISTING CORE WALL

EXISTING GROUT BED

ALUMINUM OR STAINLESS STEEL EDGE BAR WITHSTAINLESS STEEL WOOD SCREWS @ 6" O.C.MAXIMUM (BY ROOFING SUPPLIER). BARS SHALLBE 10'-0" LONG MINIMUM, 30'-0" LONG MAXIMUM.PROVIDE A 1/4" MINIMUM, 1/2" MAXIMUM GAPBETWEEN SECTIONS OF BARS

CONTINUOUSSEALANT BYROOFINGSUPPLIER

CONTINUOUS 6"x6" SEAMLESSALUMINUM RAIN GUTTER. SLOPE1/16" PER FOOT TOWARDDOWNSPOUTS. PROVIDE 8EXPANSION JOINTS EQUALLYSPACED AROUND THEPERIMETER OF THE RESERVOIR

3/16"x1 1/4" CONCRETESCREWS (TAPCON ORAPPROVED EQUAL) @12" MAXIMUM

11/

4"

1'-0"

NEW HATCH FRAME

NEW CONCRETE CURB

CONTINUOUS SEALANT

CONTINUOUS ALUMINUM FLASHING FRYREGLET FLA SPRINGLOCK ORAPPROVED EQUAL. LAP AND SOLDERTO SEAL AT CORNERS

#4 @ 12" MAXIMUMADHESIVE DOWELS

7-#4

EQ

.E

Q.

EXISTING CONCRETEROOF DECK

2"CLR.

4"6"

3 1/2"

31/

2"

1'-0

"M

IN.

TOP OF NEW HATCH CURB -SEE ROOF PLAN

4"

NEW EXPANDEDPOLYSTYRENE OVERLAY

NEW PVC ROOFING

#4 @ 12"EDGE SEAL (BYROOFING SUPPLIER

1 1/2" WIDE (MINIMUM HOTAIR WELD BY ROOFINGSUPPLIER

ROOFING FASTENERAND FASTENER PLATE@ 12" ON CENTERMAXIMUM (BYROOFING SUPPLIER)

NEW HATCH DRAIN, SLOPE 1/16"PER FOOT TOWARD OUTLET

3" MIN

.

NEW HATCH FRAME

LADDERATTACHMENTBRACKET (BYLADDERMANUFACTURER)WITH 1/2"DIAMETERSTAINLESS STEELADHESIVEANCHOREMBEDDED 4".

PREFABRICATEDSTAINLESSSTEEL LADDER.MP INDUSTRIESVSS LADDER ORAPPROVEDEQUAL

7"

EXISTING CORE WALL

EXISTING CORBEL

EXISTINGCONCRETEROOFDECK

2-

FOR ADDITIONALINFORMATION SEEDETAIL 4 ON THISSHEET

4"

41/

2"

1"2"

11/

2"

S.S. LADDER RAIL

3/16"x 1 3/8"x 4 1/2"x 2" STAINLESSSTEEL BENT PLATE

3/8" DIA. S.S. BOLTS

3/8" DIA. ADHESIVE ANCHOR

3"

EXISTING FLOOR SLAB




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8


___

NOT USED8_

SCALE:

NOT USED9_

SCALE:

EDGE OF NEW ROOF OVERLAY1_

SCALE: 1"=1'-0"

NOT USED10_

SCALE:

EDGE OF ROOFING2_

SCALE: 3"=1'-0"

NOT USED7_

SCALE:

NEW CURB AT ACCESS HATCH5_

SCALE: 1 1/2"=1'-0"

LADDER TO FLOOR ATTACHMENT6_

SCALE: 3"=1'-0"

CORBEL REPAIR3_

SCALE: 3"=1'-0"

NEW HATCH CURB EXTENSION (VENT CURB SIMILAR)4_

SCALE: 1 1/2"=1'-0"

S-502

ABOVE

HEIGHT

WIRE WRAPPING SCHEDULE

8

6

3

5

4

7

0TOF

0.67

15

16

12

11

13

9

10

14

(TOF)

NO WRAPS

(KIPS/FT.)WALL FORCE

17.25

1

TOS = TOP OF FOOTING BOW = BOTTOM OF WALL

36.3

42.5

58.7

45.7

62.9

39.4

7.8

11.6

20.8

27.2

18.1

33.2

30.2

15.5

0

95.8

17

0

95.8

2 95.8

EXISTING FLOOR SLAB


TOF

NEW LAYER OFCIRCUMFERENTIALSTRANDWRAPPING ANDSHOTCRETE

EXISTING WIREWRAPPING ANDSHOTCRETE

EXISTING CONCRETE CORE WALL

EXISTING ROOF SLAB

EXISTING CORBEL

REMOVE EXISTING JOINT SEALANT ANDFILLER AT INSIDE FACE OF WALL PRIOR TOSTRESSING AND REPLACE WITHCOMPRESSIBLE FILLER (TYP.)

JACK UP EXISTINGROOF SLAB TOBREAK BOND ATEXISTING GROUTPACK PRIOR TOSTRESSING.

CONTINUOUS JOINT FILLERAND SEALANT

NEW SEISMICCABLES - SEEDETAIL 7 ONSHEET S-501

NEW WALLFOOTINGEXTENSION - SEEDETAIL 3 ONSHEET S-501

NEW ROOF OVERLAY SEE DETAIL 1 ON SHEET S-502

EXISTING LATE POUR STRIP

NON-SHRINK GROUT

2" DIA. SCHEDULE 80 STEELGUARDRAIL POST @ 5'-0" MAXIMUMU.N.O.

2" DIA. SCHEDULE 40 STEELRAIL - TYPICAL

3'-6

"

EQ

.E

Q.

EQ

.

1'-0

"M

IN.

1 1/2"MIN.

1. ALL STEEL FOR GUARDRAIL SHALL BE HOT-DIP GALVANIZEDAFTER FABRICATION

2. THE CONTRACTOR SHALL SHALL SUBMIT COMPLETE FLASHINGDETAIL WITH THE ROOFING SUBMITTAL PRIOR TO ORDERINGANY MATERIALS FOR ROOFING, INSULATION OR GUARDRAILS

DIMENSIONS TO BE SPECIFIED BYTHE ROOFING SUPPLIER

WATER CUT-OFF MASTIC(BY ROOFING SUPPLIER)

STAINLESS STEEL SCREW CLAMP

PREFABRICATED PIPE SEAL(BY ROOFING SUPPLIER)

EDGE SEALANT (BYROOFING SUPPLIER)

ROOFING

1 1/4" 1" MIN.3" MAX.

1/2"x7"x7" BASE PLATE WITH 4-1/2"DIAMETER EXPANSION ANCHORS

EXISTING ROOF DECK

ROOFING FASTENER WITHFASTENING PLATE @ 12" MAXIMUM(BY ROOFING SUPPLIER)

RIGID INSULATION

1" MAXIMUMNON-SHRINKGROUT

HOT AIR WELD (BYROOFING SUPPLIER)

1/4

WELDED 180° BEND

STAINLESS STEEL FLANGES

1'-6

"

1'-0

"M

IN.

16 MESH STAINLESSSTEEL FLANGES

6" DIAMETER SCHEDULE40 STAINLESS STEEL PIPE

SEALANT, PIPE SEAL BYROOFING SUPPLIER. SEEDETAIL 3 ON THIS SHEET

CORE 6" DIAMETER HOLE IN EXISTING ROOFDECK. LOCATE EXISTING REINFORCING INROOF DECK PRIOR TO CORING. LOCATEHOLE TO MISS ALL REINFORCING FIELDLOCATE VENT PIPE TO ALIGN WITH COREDHOLE

1 1/4"TYP.

31/

4" RIGIDINSULATION


3/4"x18" SQUARE BASE PLATE WITH 4-1/2"DIAMETER EXPANSION ANCHORS.PROVIDE 6" DIAMETER HOLE IN BASEPLATE. ALIGN HOLE WITH PIPE

1" MAX. NON-SHRINKGROUT

1/4

STAINLESS STEEL SCREW CLAMP

1/8" RADIUS TYPICAL

4"

1/2" (±1/4")

4"

3/8" DIAMETER STAINLESSSET SCREW. SCREW HEADMUST BE FLUSH WITH THEOUTSIDE FACE OF THE RAIL

2"2"HORIZONTALGUARDRAILRAILING

1 1/2" DIAMETER SCH. 40STEEL SLEEVE




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9


___

TYPICAL PRESTRESSED WALL SECTION1_

SCALE: 3/4"=1'-0"

GUARDRAIL EXPANSION JOINT4_

SCALE: HALFSCALE

NEW ROOF VENT PIPE2_

SCALE: 1 1/2"=1'-0"

GUARDRAIL POST3_

SCALE: 1 1/2"=1'-0"

S-503

3'-6

"

1 1/2" DIA. SCH. 40STEEL PIPES,TYPICAL

SWING GATEGUARDRAIL

ATTACH GATE PIPE TOTHE EXISTING GUARDRAILPOST w/3 TRU CLOSEHINGES USING THRU-BOLTS

TYP.

GUARDRAIL


TOE PLATE

ROOF OVERLAY

GATE STOP

2'-6"

5'-4"

GUARDRAIL POST - TYP.

ROOF HATCH CURB

TOP OFROOFINGOVERLAY

RAIN GUTTER

RESERVOIR WALL

5"TYP.

2-3/4" DIA. S.S. EXPANSIONANCHOR BOLT 4 3/4"

EMBEDTYPICAL

L5"x5"x3/8" TYP.

3/8" TYP.

1/2" PLATE

2-9/16"x1 1/8"SLOTTED HOLES (TYP.)

INSIDE OFRESERVOIR

RADIAL LINE

8"1/4"

9"9"

11

1. ALL PIPE SUPPORT METAL SHALL BE STAINLESS STEEL.

2. REFER TO EXPANSION ANCHOR NOTES ON SHEET S-001

1 1/4"

120°

1 1/2"

1/2" DIA.x2" LG. S.S.BOLT (TYP.) W/ FIBERWASHERS

EXISTINGCONCRETEWALL

L6x3 1/2 x 3/8 (x1'-0") (LLH)

2-

3/8

3/4" DIAMETER BOLT - TYP.

TOF

TW

1"

EXISTING OVERFLOW PIPE

2"

EXISTING CONCRETE ROOF DECK

12"M

IN.

OVERFLOWPIPE BRACE.

1-

REMOVE TOP PORTION OF OVERFLOW PIPE

EXISTING RESERVOIR WALL

F.F. EL. 954.64(ASSUMEDELEVATION -FIELD VERIFY)

TOP OF EXISTINGOVERFLOW EL. 969.85TOP OF ADJUSTEDOVERFLOWEL. 969.3

TOP OF OVERFLOW ELEVATIONS AREBASED ON THE ASSUMED FINISHED FLOORELEVATION GIVEN BELOW AND THAT THEADJUSTED OVERFLOW ELEVATIONMATCHES THE EXISTING OVERFLOWELEVATION OF THE GODDARD RESERVOIR(VERIFY)

NEW WALL FOOTINGEXTENSION - SEEDETAIL 3 ON SHEETS-501

TOF

NEW SEISMIC CABLES- SEE DETAIL 7 ONSHEET S-501

6"

EXIST AC PAVING

CONSTRUCTVALVE BOX PERCITY OF GLENDORASD&S NO.2.17, CASE I

CUT AND REMOVE APPROPRIATE PORTION OF STEEL PIPEAND CONSTRUCT20" WELD-ON STEEL FLANGE, FFANSI B16.5, CL 150.REPAIR LINING AND COATING IN KIND

CONSTRUCT 20" BUTTERFLY VALVE,AWWA C504, CL 150B

EXIST 20"STEEL PIPE

REMOVE INTERFERING PORTIONSOF CONCRETEENCASEMENT (IF EXISTS)

WALL FOOTING

CONTRACTOR SHALL VERIFY EXISTING STEEL PIPE OD INFIELD.

REPAIR EXIST AC PAVING AND BASEIN KIND AND BACKFILL PERSD&S NO. 1.09

RELOCATE CONDUITS AS SHOWNON SHEETS S-103 AND S-104

REMOVE EXISTING LEVEL TRANSDUCERAND NITRATE ANALYZER PRIOR TOCONSTRUCTION. RELOCATE ASDIRECTED BY THE CITY AFTER THEWALL PRESTRESSING AND WALLFOOTING RETROFIT ARE COMPLETE.

REMOVE EXISTING SAMPLE TAP, TEE AND PRESSUREGAUGE, AND EXTEND PIPING 4" PRIOR TO APPLICATION OFNEW PRESTRESSING TO THE EXISTING WALL. REINSTALLVALVE, TEE, PRESSURE GAUGE AND SAMPLE TAP. REMOVE EXISTING CONCRETE PAD.

REPLACE WITH NEW 18" SQUARE x 12"THICK CONCRETE PAD WITH 3-#4 BARSEACH WAY.

PROTECT EXISTINGCONDUITS IN PLACE

REINSTALL BASEPLATE ON NEWCONCRETE PAD WITH4-3/8" DIAMETERADHESIVE ANCHORSEMBEDDED 4"




11

File No.:

Sheet of

Date:

Scale:

Drawn By:

Plan No.:


CITY OF

MAY 2016

www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

IRE

Z

SEFORPDERETSI

GER REEN

IGN

E

LANOIS

No. 4720

CA L I FORN

I A

FOETATS

CT URA LURTS

___

EJH

___5/4/16

EQUIPMENT RELOCATION5_

SCALE: N.T.S.

10


OVERFLOW PIPE SUPPORT1_

SCALE: 1"=1'-0"

NOT USED6_

SCALE:

OVERFLOW PIPE SUPPORT2_

SCALE: 1/2"=1'-0"

SWING GATE ELEVATION3_

SCALE: 1"=1'-0"

BUTTERFLY VALVE REPLACEMENT7_

SCALE: 1"=1'-0"

GUARDRAIL AT HATCH CURB4_

SCALE: 1"=1'-0"

S-504

NEW ROOFING OVERLAY

HATCH CURB BEYOND

GUARDRAIL RETURNS - ALIGN WITH LADDER SIDE RAILS

4"LADDER SAFETY CAGE

6"EXISTING ROOF DECK

INTERIOR LADDER BEYOND


EXISTING SHOTCRETE AND WIRE WRAPPINGNEW SHOTCRETE AND STRAND WRAPPING

3/4" DIAMETER (MINUMUM) KNURLED RUNGSEQUALLY SPACED @ 12" ON CENTER MAXIMUM

LADDER ATTACHMENT BRACKET WITH AMINIMUM OF 2 - 5/8" DIAMETER ADHESIVEANCHORS EMBEDDED 5". LOCATE ALL EXISTINGREINFORCING, VERTICAL PRESTRESSING ANDWIRE WRAPPING USING NON-DESTRUCTUIVEMETHOD PRIOR TO DRILLING HOLES FORANCHORS. ANCHORS SHALL BE LOCATED TOMISS ALL REINFORCING AND PRESTRESSING BYAT LEAST 1"

SWING GATE PER DETAIL 3 ON SHEET S-504(SHOWN IN OPEN POSITION)

GUARDRAIL BEYOND PER DETAIL 3 ON SHEET S-503

1/4" THICK x 4" HIGH CONTINUOUS TOEPLATE. PROVIDE 1/4" CLEAR GAPBETWEEN BOTTOM OF TOE PLATE ANDTOP OF ROOFING FOR DRAINAGE

NEW ROOFING

LOCATE - TOP RUNG AT SAMEELEVATION AS TOP OF NEWROOF OVERLAY

7"

MINIMUM LADDER SIDE RAIL SIZE: 3/4" THICK x 4" WIDE

EXISTING FLOOR SLAB

NEW LAYER OFCIRCUMFERENTIALSTRANDWRAPPING ANDSHOTCRETE

EXISTING WIREWRAPPING ANDSHOTCRETE


NEW SEISMIC CABLES - SEE DETAIL 7 ON SHEET S-501

NEW WALL FOOTING EXTENSION -SEE DETAIL 3 ON SHEET S-501

NON-SHRINK GROUT

1. ALL STEEL FOR LADDER ASSEMBLY SHALL BEHOT-DIPPED GALVANIZED AFTER FABRICATION.

2. CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGFOR THE LADDER ASSEMBLY (INCLUDING SECURITYDOOR, SAFETY CAGE AND ATTACHMENTS) PRIOR TOBEGINNING ANY WORK. LADDER ASSEMBLY SHALL MEETALL OSHA REGULATIONS

ATTACH LADDER TO FOUNDATIONEXTENSION WITH A MINIMUM OF2-5/8" DIAMETER ADHESIVEANCHORS EMBEDDED 5".

2"MAX.

PROVIDE RETURNS ON EACH SIDE OF SECURITY DOOR TO COVER SIDES OF LADDER

COVER PLATE AT SAFETY CAGEOPENING SHALL BE INTEGRALWITH SECURITY DOOR

HINGED LOCKABLE SECURITY DOORMADE OF 1/8" THICK (MINIMUM) STEEL

8'-0

"

NON-SHRINK GROUT AT ANNULAR SPACEAROUND OUTLET PIPE PENETRATION

NEW PRECAST CONCRETE CURB INLET CATCHBASIN. JENSON DETAIL 301 OR APPROVE EQUAL

SAWCUT EXISTING AC BERM TO A CLEAN EDGE TOALLOW FOR INSTALLATION OF NEW CATCH BASIN

EXISTING OUTLET PIPE

FILL GAP WITH NON-SHRINK GROUT AFTERINSTALLATION OF NEW CATCH BASIN

1 1/2" MIN.3" MAX.

NEW AC PAVING

EXISTING AC BERM

THE CONTRACTOR SHALL FIELDVERIFY SIZE, LOCATION, DEPTH ETC.OF THE EXISTING OUTLET PIPE PRIORTO PRODUCTION OF SHOP DRAWINGFOR THE CATCH BASIN.

3-

ACCESS MANHOLE COVER AND FRAME (BYPRECAST CATCH BASIN MANUFACTURER)

5'-0"

3'-0

"

NEW AC PAVING ON CRUSHED AGGREGATE BASE

SET BOTTOM OF CURB INLET OPENING AT FLOW LINE OF ACCESS ROAD

PRECAST CONCRETE CATCH BASIN

CONTRACTOR TO FIELDVERIFY CURB HEIGHTPRIOR TO PRODUCINGSHOP DRAWINGS

NON-SHRINK GROUT

EXISTING AC BERM

CO

NTR

AC

TOR

SHAL

LFI

ELD

VER

IFY

THE

REQ

UIR

ED

DE

PTH




11

File No.:

Sheet of

Date:

Scale:

Drawn By:

Plan No.:


CITY OF

MAY 2016

www.tetratech.com


PHONE: (909) 305-2930 FAX: (909) 305-2959


Designed By: VMR/EY

Project No.: 135-09338-15001

Drawn By: EJH

Reviewed By: DAK

VIC

TOR M . RA M

IRE

Z

SEFORPDERETSI

GER REEN

IGN

E

LANOIS

No. 4720

CA L I FORN

I A

FOETATS

CT URA LURTS

___

EJH

___5/4/16

EXTERIOR LADDER1_

SCALE: 3/4"=1'-0"

11


NEW CATCH BASIN PLAN2_

SCALE: 1"=1'-0"

S-505

NEW CATCH BASIN ELEVATION3_

SCALE: 1"=1'-0"

NOT USED4_

SCALE:

Documents

GLENDORA Division