PROJECTVICINITY
GLENDORA
O
NA
EC
CFI
CAP
I
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
1
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
S-502 STRUCTURAL DETAILS 2
S-503 STRUCTURAL DETAILS 3
S-504 STRUCTURAL DETAILS 4
S-505 STRUCTURAL DETAILS 5
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)
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
IREZ
SEFORPDERETSI
GER REEN
IGN
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CTURA LURTS
___
EJH
___5/4/16
2
GENERAL STRUCTURAL NOTES AND PLOT PLAN
S-001
PLOT PLANSCALE: 1"=200'
xx
x
xxx
2211'-8"
1 3 4 5 7 8 9 10 116
B
C
D
E
F
G
H
I
A
J
K
12
13
11
1
2TYP.
3TYP.
10
9
8
7
3S-501
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"
2S-501
14
4
15
5
6
18
23
20
21
18
19
16
22
25
26
20
24
17
27
27
28
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
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
2211'-8"
1 3 4 5 7 8 9 10 116
B
C
D
E
F
G
H
I
A
J
K
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"
5
6
8
5
3
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)
11
10'-0
"
10'-0
"
25'-0"
12TYP.
11
11
11
9
13TYP.
10TYP.
TYP.
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
IREZ
SEFORPDERETSI
GER REEN
IGN
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
REFLECTED ROOF SLAB UNDERSIDE PLANSCALE: 1/16"=1'-0"
4
REFLECTED ROOF SLAB UNDERSIDE PLAN
___
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
9. EXISTING CONCRETE WALL
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
B
C
D
E
F
G
H
I
A
J
K
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
10
11
12
37
13
14
15
16
17
18
19
20
1
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
1S-
502
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.
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
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
3. EXISTING CONSTRUCTION JOINT
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
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
DEMOLITION PLAN1S-102 SCALE: 3/8"=1'-0"
6
RESERVOIR ACCESS DEMOLITION AND
___
1. EXISTING CONCRETE ROOF DECK
2. EXISTING CONCRETE WALL
3. EXISTING CONCRETE BEAM BELOW
4. EXISTING CONSTRUCTION JOINT
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 WALL FOOTING
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
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
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
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
8
STRUCTURAL DETAILS 2
___
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
EXISTING WALL FOOTING
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
EXISTING CONCRETEROOF DECK
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
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
E
LANOIS
No. 4720
CA L I FORN
I A
FOETATS
CT URA LURTS
___
EJH
___5/4/16
9
STRUCTURAL DETAILS 3
___
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
EXISTING CONCRETEROOF DECK
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"
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
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
STRUCTURAL DETAILS 4
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 CONCRETE CORE WALL
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
EXISTING CONCRETE CORE WALL
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
REVISIONSDate:ApprDESCRIPTIONNo.
City Engineer RCE 52114 Date
Reviewed By: AS SHOWN
11
File No.:
Sheet of
Date:
Scale:
Drawn By:
Plan No.:
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
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
STRUCTURAL DETAILS 5
NEW CATCH BASIN PLAN2_
SCALE: 1"=1'-0"
S-505
NEW CATCH BASIN ELEVATION3_
SCALE: 1"=1'-0"
NOT USED4_
SCALE:
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