HomeMy WebLinkAboutCivic Center Park Irrigation Pump Station_1 (2) GENERAL NOTES: 2. SOILS REPORT PREPARED BY: 8. PROVIDE 2- #5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF 12. PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES.
1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS OPENINGS AND INSIDE CORNERS OF FLOORS.
REPORT NO. 104579002 13. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS.
2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH 9. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION
ARCHITECTURAL DRAWINGS. 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT JOINTS. 14. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS
RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND SPECIFICALLY NOTED OR DETAILED.
3. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING INSPECTION. 10. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94).
THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY 4. TYPE OF FOOTING: 11. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN REINFORCING STEEL:
DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. A. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT 18" BELOW TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS
LOWEST ADJACENT GRADE. TO BE PLACED. 1 . ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C.,
4. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO DESIGN SOIL PRESSURE: AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED
CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE 12. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B BY THE CONSTRUCTION DOCUMENTS.
(1998 EDITION C.B.C.), RELATED UNIFORM BUILDING CODE STANDARDS (1997 FOOTING TYPE STATIC BEARING PRESSURE PLYFORM, CLASS I, EXT-A.P.A. PLYWOOD.
EDITION), AND ANY A.S.T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE SPREAD FOOTING 2,500 P.S.F. 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60,
BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS CONTINUOUS FOOTING 2,500 P.S.F. 13. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE
OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. DRAWINGS. WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60.
5. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706
LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE 6. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SECURED IN POSITION PRIOR TO PLACING CONCRETE. WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD
DRAWINGS. SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S.
7• 15. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL
6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.
' SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION FLOOR SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK.
PURPOSES. ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE
ELECTRICAL, AND FOODSERVICE DRAWINGS, TRENCH BACKFILL AS PER SOILS 16. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION PERMITTED BY THE BUILDING OFFICIAL.
7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER REPORT REQUIREMENTS. STEEL OFF THE GROUND.
GENERAL NOTES AND TYPICAL DETAILS. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE
8. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 17. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. LAPPED 1 SPACES AND 12" MINIMUM.
8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL
REQUIREMENTS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW 18. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH
ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: CONSTRUCTION SHALL BE REMOVED. PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL
A. SIZE AND LOCATION OF ALL OPENINGS. REINFORCEMENT, RESPECTIVELY.
B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN 19. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME MINIMUM COVER: 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.
AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF
D. FLOOR, ROOF AND WALL FINISHES. FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND FOOTINGS CAST AGAINST EARTH 3" 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS,
E. DIMENSION NOT SHOWN ON STRUCTURAL DRAWINGS. UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. FORMED CONCRETE EXPOSED UNLESS NOTED OTHERWISE.
TO EARTH OR WEATHER 2"
9. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE 11. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, BEAMS AND GIRDERS 1 1/2" 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS
FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING WALLS 2" NOTED OTHERWISE.
THE METHOD OF CONSTRUCTION. REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. COLUMN TIES 1 1/2"
SLABS (#11 AND SMALLER) 3/4" 10. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS
10. NEITHER THE OWNER NOR THE ARCHITECT/STRUCTURAL ENGINEER WILL 12. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE TO SECURE REINFORCING BARS IN PLACE, U.N.O.
ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER 20. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS.
OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, FOUNDATION. 11 . ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND - INCH UNITS. SEE
INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR 13. 1998 C.B.C. SEISMIC SOIL CATEGORIZATION (SECTION 1636.2) TABLE FOR METRIC EQUIVALENT.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH MASONRY:
STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING,
THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SEISMIC ZONE: 4 1 . MASONRY UNITS SHALL BE TYPE II, GRADE N-1 MEDIUM WEIGHT, SPLIT-FACE BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION
SAFETY ITEMS. ZONE FACTOR: 0.4 BLOCK IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-90, F m = 2,000 WILL NOT BE REQUIRED. A.C.I. #6.3.12
SOIL PROFILE TYPE SD P.S.I., USE OPEN END UNITS AT VERTICAL REINFORCING.
11 . SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON 2. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING
CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER'S POUND - INCH
REPRESENTATIVE SHALL COORDINATE WITH STRUCTURAL ENGINEER DURING CONCRETE: 8'-0" IN HEIGHT. BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18
CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE 1 . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-95 DESIGNATION
STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" EXCEPT AS 3. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN
POSITION AT INTERVALS OF NOT LESS THAN 4'-0" AND AT TOP AND BOTTOM. METRIC
THESE DRAWINGS. ALSO SEE. STRUCTURAL OBSERVATION ON S-2. MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN BAR SIZE #10 #13 #16 #19 #22 #25 #29 #32 #36 #43 #57
ON THE DRAWINGS. 4. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL DESIGNATION
12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH 2. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, GROUT LIFTS WHICH ARE MORE THAN 4'-0" IN HEIGHT.
PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL
DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. DAYS. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT DESIGN BASIS:
13. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK 1 1/2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. CODE: 1998 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, TITLE 24, PART 2
THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 21-A WITH
AND ALL OTHER CONCRETE SHALL BE 3/4" INCH. A 28 DAYS COMPRESSIVE STRENGTH OF 2,000 P.S.I. GRAVITY LOADS:
FOUNDATION :
4. CEMENT SHALL CONFORM TO A.S.T.M.. C-150, TYPE V, LOW ALKALI. 7. REINFORCEMENT WELDING SHALL COMPLY WITH A.W.S. D1.4 (LATEST EDITION). 1. FLAT ROOF LIVE LOAD 20 P.S.F. (REDUCIBLE)
AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. NO FIELD WELDING OF REINFORCING BARS, U.N.O.
1. ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF LATERAL LOADS:
CONSTRUCTION DOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED 8. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS
PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE SHALL BE USED. 1 . SEISMIC ZONE 4 2. BASIC WIND SPEED & EXPOSURE:
REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE ENGINEER AND ARCHITECT OF RECORD. 80 M.P.H.
GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING SEISMIC SOURCE TYPE A EXPOSURE "C"
EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. 9• GROUT SHALL CONFORM TABLE MIXTURE OF CEMENT, SAND, PEA DISTANCE TO CRITICAL SOURCE: 12 Km
BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED GRAVEL AND WATER WHICHH WILL COMPLETELY
Y FILL ALL VOIDS IN THE WALL Ca = 0.44
CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: OTHERWISE. AND DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. Na = = 1 .0
10. REINFORCING STEEL A.S.T.M. A-615 GRADE 60. SPLICE IN REINFORCEMENT Cv = 0.64
A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR Nv = 1.1
SOIL REPORT. PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO SHALL BE LAPPED 48 DIAMETERS MIN. R = 4.5
B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND EMBEDMENT. 11 . ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION SEISMIC BASE SHEAR:
COMPACTED, AND WITH THE SAME SIZE AND NUMBER OF BARS AS SHOWN IN THE WALLS.
C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE V = 0.244W (ULTIMATE DESIGN)
SOILS REPORT. V = 0.175W (ALLOWABLE DESIGN)
UNDERGROUND SERVICE ALERT
NO WORK SHALL OF INTEN ON TION TO UNTIL BELOW
EXCAVATE AGENCY IS NOTIFIED �O QR UNG/(�, R`C`I V E
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SIMON WONG ENGINEERING �4- G4�
CALL TOLL. FREE VASTRUCTURAL & BRIDGE ENGINEERS No. s 3 3
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227-2600 3� �07 PtJB:- :. , ,T,.
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TWO WOIWM DAYS 9968 Hibert Street, Suite 202 Tel. 566-3113 TYOU Do San Diego, CA 92131 Fox. �858)
858) 566-6844 � �OF CpL\F�
N0. REVISIONS APPROVED DATE BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OR DESIGN BY APPROVED BY:
CPD BM115 164.425 NGVD29 DRO CITY OF PALM DESERT CITY OF PALM DESERT S_l
1 REVISIONS DUE TO ROOF REDESIGN 5 12 05 pm�ft G/� SHEET
LOCATION: PUBLIC WORKS DEPAFIME/VT DRAWN BY PROJECT: 720-01 OF
20 CPDBRONZE DISK IN TOP OF CURB STAMPED SIGNATURE CIVIC CENTER PARK S 30
'115" LOCATED ON THE NORTH SIDE OF FRED 73-510 ' 'D WAFIIG DFUVE ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS
WARING DRK WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR
• TewpI1CI1w (760) 346-0611 R.C.E. N0. EXP. DATE DATE CHECK BY R.C.E. N0. EXP. DATE DATE
F=ax= (760) 341-7W8 M& 1 9/30/05 1 1 EN 27M 6/30/2W6
LUMBER: NAILING SCHEDULE 9. CORROSION-RESISTANT STAPLES WITH NOMINAL. 7/16-INCH (11 mm) CROWN AND 1 1/8-INCH (29 mm) LENGTH FOR
1 . STRUCTURAL LUMBER SHALL TO STRESS-MARKED DOUGLAS FIR-LARCH S4S IN 18. THE MOISTURE CONTENT OF WOOD MEMBERS SHALL NOT EXCEED 19%, BEFORE CONNECTION NAILING TO NCH (12. M7 m) SHEATHING
3 1 2DI 3
2-INCH (38 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATHING CONFORMING
ACCORDANCE WITH GRADING AND DRESSING RULE N0. 16 OF THE WEST COAST INSTALLATION. IT WILL BE THE RESPONSIBILITY OF THE INSPECTOR OF RECORD THE
LUMBER INSPECTION BUREAU (LATEST EDITION). TO VERIFY THAT THE CONTRACTOR HAS SUPPLIED LUMBER OF THE PROPER JOIST to sill or girder, toenail 3-8d 10. PANEL SUPPORTS AT 16 INCHES (406 mm) (20 INCHES (508 mm) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE
MOISTURE CONTENT BEFORE INSTALLATION. THE USE OF A HAND HELD MOISTURE PANEL, UNLESS OTHERWISE MARKED]. CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES, 12 INCHES
CONTENT METER IS ACCEPTABLE. BRIDGING to joist, toenail each end 2_8d (305 mm) AT INTERMEDIATE SUPPORTS.
2. LUMBER SHALL NOT BE BORE OR NOTCHED, EXCEPT WHERE DETAILED. 1" X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 2_8d 11. PANEL SUPPORTS AT 24 INCHES (610 mm). CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES,
12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS.
3. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 INCH WIDER than 1" X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 3-8d
OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH. Summary of Special Inspection
2" (51 mm) SUBFLOOR to joist or girder, blind and face nail 2-16d ABBREVIATIONS:
1 Concrete 13.1 Verify soil conditions are substantially in conformance with
4. PROVIDE 2x FIRE BLOCKING AT MID-HEIGHT OF STUD PARTITIONS OVER 8'-6" IN 2 Bolts installed in concrete the soil investigation report „
HEIGHT. SOLE PLATE to joist or blocking, typical face nail 16d at 16 (406 mm) O.C. & AND KIPS KILOPOUNDS 1,
3 Concrete moment resisting space frame 13.2 Verify that foundation excavations extend to proper depth J g YP " ( ) ( 000 POUNDS)
4 Reinforcing steel and prestressing steel and bearing strata SOLE PLATE to joist or blocking, at braced wall panels 3-16d at 24 610 mm o.c. ® AT K.O. KNOCK OUT
5.1 All structural welding 13.3 Provide soil compaction test results, depth of fill, relative 0 CENTER LINE LB POUND
5.2 Weld lasting ductile moment-resisting steel frame density, bearing values {i' PLATE, PROPERTY LINE L.B. LAG BOLT
5. PROVIDE 2x SOLID BLOCKING AT ALL SUPPORTS FOR RAFTERS, CEILING JOISTS 5.3 Welding reinforcing steel 13.4 Provide soil expansion test results, expansion index, TOP PLATE to stud, end nail 2-16d A.B. ANCHOR BOLT L.F. LINEAR FOOT
AND FLOOR JOIST EXCEPT WHERE RAFTERS OR JOISTS ARE SUPPORTED BY 6 High-strength bolting recommendations for foundation, on grade floor slab ADJ ADJACENT LG LONG
7 Structural masonry design for each building site STUD to sole plate 4-8d toenail or 2-16d end nail A.F.F. ABOVE FINISH FLOOR L.L. LIVE LOAD
JOIST HANGERS. 8 Reinforced gypsum concrete 14 Smoke control system ARCH'L ARCHITECTURAL L.L.H. LONG LEG HORIZONTAL
9 Insulating concrete fill 15 Special cases (describe) BD BOARD L.L.V. LONG LEG VERTICAL
10 Spray appliedfireproofing 16 Off-site fabrication of building components DOUBLE STUD, face Hall 16d at 24" (610 mm) o.c. BLD'G BUILDING L.S. LAG SCREW
6. ROOF SHEATHING INSPECTIONS SHALL BE MADE PRIOR TO COVERING. ALL 11 Deep foundations (piling, drilled piers & caissons) 17 Other structural inspections as required by designer BLK� BLOCK LT. LIGHT
12 Shotcrete " BLK G BLOCKING MAS MASONRY
STRUT CONNECTIONS SHALL BE COMPLETED PRIOR TO INSPECTION. DOUBLE TOP PLATES, typical face nail 16d at 16 (406 mm) o.c. BLW BELOW MAT. MATERIAL.
Design DOUBLE TOP PLATE, lap splice 8-16d BM BEAM MAX. MAXIMUM
7. SEE DRAWINGS FOR SHEAR WALL SCHEDULE HOLDOWN DETAILS PANEL No. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. B.N. BOUNDARY NAIL M.B. MACHINE BOLT
> Strength BOT. BOTTOM MECH'L MECHANICAL
LOCATIONS, ETC. SHEAR PANEL NAILING SHALL BE SPACED AT LEAST 3/8 INCH CONCRETE BLOCKING between joists or rafters to top plate, toenail 3-8d BRG BEARING MEZZ. MEZZNINE
1 F'c = 3,000 P.S.I. B.S. BOTH SIDE MIN. MINIMUM
FROM ALL EDGES. (ALL CONCRETE, U.N.O.) RIM JOIST to top plate, toenail 8d at 6" (152 mm) o.c. BTWN BETWEEN M.H. MANHOLE
C.B. CARRIAGE BOLT MANUF. MANUFACTURER
8. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS 2 ALL BOLTS INSTALLED TOP PLATE, lap and intersections, face nail 2-16d CHAM CUBIC FOOT N.S. NE SIDE
IN CONCRETE C.I. CAST-IRON N.I.C. NOT IN CONTRACT
SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY PLACEMENT OF REINFORCING STEEL AT CONCRETE CONTINUOUS HEADER, two pieces 16d at 16" (406 mm) o.c. along each edge C.I.P. CAST-IN-PLACE NOM. NOMINAL
MANUFACTURER. 4 C.J. CONTROL JOINT N.T.S. NOT TO SCALE
CEILING JOISTS to plate, toenail 3-8d CLG CEILING O.C. ON CENTER
CLK CAULK O.D. OUTSIDE DIAMETER
9. LUMBER MINIMUM GRADE: STRUCTURAL CONTINUOUS HEADER to stud, toenail 4-8d CLK'G CAULKING O.H. OPPOSITE HAND
7 F m = 1,500 P.S.I. CLR, CLEAR OPN'G OPENING
MASONRY G.M.U. CONCRETE MASONRY UNIT OPP OPPOSIDE
A. HORIZONTAL MEMBERS: SOIL ENGINEER TO VERIFY CONDITIONS AND DEPTH OF CEILING JOISTS, laps over partitions, face nail 3-16d CNTR CENTER O.W.J. OPEN WEB JOIST
13.1 COL COLUMN P.C. PRECAST
JOISTS AND RAFTERS NO. 1 AND BETTER FOUNDATIONS AND PROVIDE COMPACTION REPORT CEILING JOISTSto parallel rafters, face nail 3-16d CONC CONCRTET PERP. PERPENDICULAR
PURLINS NO. 1 CONN CONNECTION PLYWD PLYWOOD
SUBPURLINS: i3 2 SOILS REPORT BY EARTH SYSTEMS CONSULTANTS SOUTHERN CALIFORNIA RAFTERS to plate, toenail 3-8d CONT CONTINUOUS
OUNTS SLINK PNL PANEL
PREFAB PREFABRICATED
2x4 NO. 1 13.3 1" (25 MM) BRACE to each stud and plate, face nail 2_8d d PENNY P.S.F. POUNDS PER SQUARE FOOT
DBL DOUBLE P.S.I. POUNDS PER SQUARE INCHES
2x6 OR LARGER NO. 1 13•4 " " DEP DEPRESSED PT POINT
6x BEAMS AND LARGER NO. 1 1 X 8 (25 mm X 203 mm) SHEATHING or less to each bearing, face nail 2-8d DET DETAIL P.T. PRESSURE TREATED
D.F. DOUGLAS FIR P.V.C. POLYVINYL CHLORIDE
4x BEAMS AND SMALLER NO. 1 AND BETTER WIDER than 1" X 8" (25 mm X 203 mm) SHEATHING to each bearing, face nail 3-8d D.F.L. DOUGLAS FIR/LARCH RAD RADIUS
LEDGERS AND NAILERS NO. 1 AND BETTER DIA DIAMETER R.D. ROOF DRAIN
BUILD-UP CORNER studs 16d at 24" (610 mm) o.c. DIAG DIAGONAL REF. REFERENCE
HEADERS NO. 1 AND BETTER DIAM. DIMENSION REINF. REINFORCED / REINFORCING
o. The special instructions listed are in addition to the c. The special inspections must be certified by the city of " D.L. DEAD LOAD REQ'D REQUIRED
TOP PLATES MATCH VERTICAL MEMBERS San Diego to perform the type of inspection specified. BUILD-UP GIRDERS and BEAMS 20d a# 32 (813 mm) o.c. at DN DOWN REV REVISION
. called inspections required by section 108 of the U.B.C., g p yp p p
as amended. Special inspection is not a substitute for top and bottom and staggered 2- 20d DIV DIVISION RF ROOF
B. VERTICAL MEMBERS: inspection by a city inspector. Exceptions: at ends and at each splice DR DOOR RFTR RAFTER ROOF HATCH
DWG DRAWING R.H.1. Soils inspections by the soils engineer of record.
2x4 STUDS, 8'-0" MAX. NO. 1 b. Continuous inspection is always required during the 2. Smoke control system, by the mechanical engineer 2" (51 mm) PLANKS 2-16d at each bearing
DWG DOWEL R. ROOM
,► " performance of the work unless otherwise specified. of record. EA EACH R.O. ROUGH OPENING
2X4 STUDS, 8 -1 TO 14 -0 NO. 1 When work in more than one category of work requiring 3. When waived by the building official. 2 E.F. EACH FACE R.S. ROUGH SAWN
2x6 STUDS AND LARGER NO. 1 special inspection is to be performed simultaneously, WOOD STRUCTURAL PANELS AND PARTICLEBOARD: EL. ELEVATION SCHED. SCHEDULE
or the geographic location of the work is such that it d. It is the responsibility of the contractor to notify the SUBFLOOR and WALL SHEATHING (to framing): ELEV. ELEVATION / ELEVATOR SECT. SECTION
POSTS NO. 1 AND BETTER cannot be continuously observed in accordance with special inspector or inspection agency at least on working " 3 EMBED EMBEDMENT S.F. SQUARE FOOT
the provisions of U.B.C. section 1701.8.1 It is the day prior to performing an work the requires 1 2 Q 2.7 mm and less 6d
P Y P P 9 Y q special 4 5 E.N. EDGE NAIL SHT SHEET
agent's responsibility to employ a sufficient number of inspection. 19 32 3 4" (15mm - 19 mm) 8d or 6d EQ. EQUAL SHT'G SHEETING
10. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN inspectors to assure that all the work is inspected in 7Y" - 1" 22 mm - 25 mm) 4 8d3 EQUIP EQUIPMENT Sim. SIMILAR
accordance with those provisions. e. Specially inspected work that is installed or covered " " 5 E.S. EACH 5 S.M.S. SHEET METAL SCREW
THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS 1 1/8 - 1 1/4 (29 mm - 32 mm) 1Od or 8d EW. EACH WAY SPEC. SPECIFICATION
without the approval of the city inspector is subject to
AS REQUIRED. removal or exposure. EXIST'G EXISTING SQ. SQUARE
COMBINATION SUBFLOOR-UNDERLAYMENT (to framing): EXP EXPANSION S.S. STAINLESS STEEL
3/4" (19 mm) and less 6d5 EXT EXTERIOR STAGG. STAGGERED
BOLTS A.S.T.M. A-307 " " 5 F.D. FLOOR DRAIN STD STANDARD
LAG SCREWS A.N.S.I. B-18 MACHINE APPLIED NAILING. 7/8 1 (22 mm - 25 mm) 4 8d5 FDN FINISH AF FLOOR STIFFL. STEEL
1 1/8 - 1 1/4 (29 mm - 32 mm) 10d or 8d FIN. FINISH STRUCT'L STRUCTURAL
NUTS A.S.T.M. A-563 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE
PLR. FLOOR S.T.S. SELF TAPPING SCREW
WASHERS A.S.T.M. F-844 DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE JOB SITE PANEL SIDING (to framing):2 6 F.N. FIELD NAIL- SYM SYMMETRICAL
1/2 12.7 mm) or less 6d F.O. FACE OF SYS SYSTEM
5
ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS /816 mm) 8d 6 FRM'G FRAMING T & B TOP AND BOTTOM
11 . LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER OF THE SHANK SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. F.S. FAR SIDE T & G TONGUE AND GROOVE
FOR THE UNTHREADED PORTION OF THE SHANK, AND 70% OF THE SHANK 7 FT FEET / FOOT TEMP TEMPORARY
FIBERBOARD SHEATHING: FTc FOOTING THK THINK
DIAMETER FOR THE THREADED PORTION. ALL LAG SCREWS SHALL BE INSERTED
2. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN A NORMAL 1/2" (12.7 mm) No. 11 go GA GAUGE THKN'D THICKENED
BY TURNING WITH A WRENCH AND NOT BY DRIVING WITH A HAMMER. 4 GALV GALVANIZED THRU THROUGH
HAND HAMMER WOULD. 6d9 G.I. GALVANIZED IRON T.L. TOTAL LOAD
No. 16 ga. GLB GLU-LAMINATED BEAM T.O. TOP OF
12. TOP PLATES OF ALL WOOD STUD WALLS SHALL BE TWO PIECE SAME SIZE AS 25/32" (20 mm) No. 11 go GRD GRADE T.S.G. TAPERED STEEL GIRDER
3. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF 4 GYP GYPSUM TYP. TYPICAL
STUDS EXCEPT AS NOTED OTHERWISE, LAP 4'-0" MINIMUM WITH NO LESS THAN 6d H.D. HOLDOWN U.N.O. UNLESS NOTED OTHERWISE
NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FORA s
No. 16 go. HDR HEADER VERT. VERTICAL
12- 16d AND NO MORE THAN SIX INCHES BETWEEN NAILS AT EACH LAP. HGR HANGER W/HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT WITH
MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. HORIZ HORIZONTAL W 0 WITHOUT
13. STRUCTURAL PLYWOOD FOR ROOF AND WALLS SHALL BE A.P.A. RATED AS INTERIOR PANELING 10 HRD HARD w WOOD
H.S.B. HIGH STRENGTH BOLT WIN WINDOW
INDICATED ON THE DRAWINGS IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS " 1.4 "(6.4 mm 4d11 HT. HEIGHT W.P. WATERPROOF / WORK POINT
4. MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5/16 OR LESS IN 3/8 (9.5 mm) 6d HVAC HEATING, VENTILATION, & AIR CONDITIONING W.P.J. WEAKENED PLANE JOINT
1 -74. THICKNESS IN, INCH WT. WEIGHT
1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. INSP. INSPECTION / INSPECTOR W.W.F. WELDED WIRE FABRIC
INT. INTERIOR W.W.M. WELDED WIRE MESH
14. DOUBLE JOIST SHALL BE PROVIDED UNDER ALL PARALLEL PARTITIONS. 2. NAILS SPACED AT 6 INCHES (152 mm) ON CENTER AT EDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS EXCEPT T JOIST
STRUCTURAL 0 B S E R VAT I 0 N : 6 INCHES (152 mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (1219 mm) OR MORE. FOR NAILING OF WOOD JT JOINT
15. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHTENED PRIOR TO STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2315A.3.3 AND 2315A.4.
THE APPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC. 1. PER U.B.C. CHAPTER 17 SECTION 1701 .6, THE OWNER SHALL EMPLOY A NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, 3. COMMON OR DEFORMED SHANK
16. JOISTS MORE THAN 8 INCH DEPTH SHALL BE CONTINUOUSLY BRIDGED BY SOLID OR HIS DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS TO OBSERVE 4. COMMON
BLOCKING, 2 INCH THICK AND THE FULL DEPTH OF THE JOIST, SPACED AT GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS
8'-0" ON CENTER. AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT 5. DEFORMED SHANK
IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN 6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304A.3.
17. ALL NAILING SHALL CONFORM TO UBC 97 TABLE NO. 23-II-B--1 NAILING MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. 7. FASTENERS SPACE 3 INCHES (76 mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152 mm) ON CENTER AT
SCHEDULE, USING COMMON WIRE NAILS. PREDRILL ALL NAILS 20d AND LARGER INTERMEDIATE SUPPORTS.
AND WHERE REQUIRED TO PREVENT SPLITTING. 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAMETER (11 mm) HEAD AND 1 1/2-INCH (38 mm) LENGTH FOR
1/2-INCH (12.7 mm) SHEATHING AND 1 3/4-INCH (44 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATHING CONFORMING
TO THE REQUIREMENTS OF SECTION 2304A.3.
UNDERGROUND SERVICE ALERT
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED ROFESS/ _
OF INTENTION TO GRADE OR EXCAVATE Q LING Pi !`j
SIMON WONG ENGINEERING ��� D
o CALL TOLL FREE: STRUCTURAL & BRIDGE ENGINEERS U No. S 83 I
1-800 I
m
22 nA�j
-2600 * bIXP. 03/31/07
P�TWO WORKN O DAYS 9968 Hibert Street' Suite 202 Tel. 566-3113YOU DK� San Oiego, CA 92131 Fox. �858)
8583 566-6844 �OF
. N0. REVI3ION3 APPROVED DATE BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED
PALM DESERT CITY OF PAL
REVISIONS DUE TO ROOF REDESIGN 5 12 05 CPD BM115 64.425 NGVD29 �' PaAw V t DRO M DESERT
edt SHEE7 �_2
LOCATION: PUBLIC WORKS CDEPARTMENT DRAWN BY PROJECT: '720-01 OF
2 CPD BRONZE DISK IN TOP OF CURB STAMP® "� SIGNATURE CIVIC CENTER PARK
"115" LOCATED ON THE NORTH SIDE OF FRED 71-5V FRED WAMG DRIVE ROBERT F. SEEMAN, P.E. SML. DIRECTOR OF PUBLIC WORKS SHEs
WARING DRIV& WEST OF COOK STREET, 16' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR TeIh9pNOne= (160) 346-06t1 R.C.E. N0. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fax: (760) W-7098 2" 9/30/05 EN 27M 6/30/2006
—�`
��:\\' o Z \{\ �� � 6�,0 PIPE �, 2- #3 PIN
nw .\'�\i; i� ��' MAX. EA FACE INTERSECTING BARS
W cD ��� \i\ \\i BACK FILL SHALL MATCH HORIZ. CORNER CORNER
WALL REINF. TYP.
w 36 DIA. LAP
0 0 ������ 36" DIA. LAP
z m L� \ MIN. 2'-0" MIN. 1 VERT.
PIPE TO BE CLEAR
BARS 2'-0" MIN.
� Z \����i.�\ ���>
SLEEVE BY 1/2 c° 2 \� -----•-
ALL AROUND x Z 1
SLEEVE #4 0 12"
SLEEVE z 6" 6" 36 DIA. LAP
2'-0" MIN.
v- FOOTING 36 DIA. LAP
9» PIPE 2'-0" MIN. BARSRT.
CONC. FILL TO BE IN PLACE
BEFORE FTG. IS POURED. PLACE MIN.
SAME WIDTH AS FTG. AND FULL NO EXCAVATION FOR PIPE 2 VERT. 2 VERT. 0
WIDTH OF PIPE TRENCH NOTES: TRENCH PARALLEL TO FTG BARS BARS 2 VERT.
,� BELOW THIS LINE BARS
1 . INSIDE DIAMETER OF SLEEVE TO BE 2 LARGER THAN OUTSIDE DIAMETER OF PIPE
PIPE AT FOUDATION WALL 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID
(PIPE IS MORE THAN 2'-6" BELOW FINISH W/ OAKUM AT EA END.
GRADE AND PASS THRU FOUNDATION WALL.) 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC. INTERSECTION END INTERSECTION END
WRAP PIPE WITH 1" GLASS WOOL INSULATION
BEFORE POURING CONC. IN LIEU OF SLEEVE.
TYPICAL PIPE THRU FOOTING N.T.S. (11 TYPICAL CONCRETE WALL/FOOTING REBAR - PLAN VIEW N.T.S. L
— POINT OF THE STEPPED ADJACENT POURS MUST F
ROUND OPEDIAMETER O
FOOTING, AS INDICATED �----36d LAP BE MADE 8 HOURS APART
ON THE PLAN 2'-0" MIN 2'-0" 2'-0" MIN.
REINFORCING SHALL MATCH WP.-_
FOUNDATION REINFORCING N � 6'-0" MAX. X
FORM WITH "BURKE" PLASTIC
MIN. FOOTING DEPTH _ ZIP STRIP JOINT OR EQUAL,
"D" MUST BE MAINTAIN 1/8" MIN. OR SAWCUT WITHIN 24 HOURS CONT. JOINT SEALANT _z Q
1/4" MAX. OR SLAB POUR WITH JOINT
cr_ SEALANT 3/4" REMOLDED WITH 1/2" o 0
I
K' EXPANSION MATERIAL N
3" CLR. w " t_ SPRAY W/ BOND BEAKER EDGE EA. SIDE
COMPOUND AFTER FORMS W/ 1/4" RADIUS
Iv EDGE EA. SIDE W/
ARE REMOVED 1/8 RADIUS000� r
�o
_ N x �Q . 2- #4
TYR #4 TYP.
3" CLR. LIJ
cJ
2x RISE, MIN. N w O-
NOTES: PLAN VIEW
1 . STEP FOOTING WHERE SHOWN ON PLANS, AND AS "
REQUIRED TO MAINTAIN MINIMUM FOOTING DEPTH 1:4 SLOPE 8 8 SLAB PER 3
BELOW GRADE, AND AS REQUIRED TO ACCOMODATE
PLAN
PIPES PER TYP. PIPE TRENCH DETAILS -
2. REINFORCING TO MATCH SIZE AND SPACING OF WEAKENED PLANE JOINT CONSTRUCTION JOINT EXPANSION JOINT X
FOOTING REINFORCING.
(W.P.J.) (C.J.) (E.J.)
TYPICAL STEPPED FOOTING N.T.S. 3 TYPICAL SLAB JOINTS N.T.T.s. 4 TYPICAL OPENING IN N.T.s. 5
UNDERGROUND SERVICE ALERT
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS N011FIEDESSI
OF INTENTION T'0 GRADE OR IXCAVATE. � SIMON WONG ENGINEERING /t�
��QR UNG
CALL TOLL FREE \v/ STRUCTURAL & BRIDGE ENGINEERS1-800 No. S 3583
227-2600 °� ! !- --
* � P. 0 /31/07
TWO WORKNVCt DAYSq ��CTVRP
9968 Hibert Street, Suite 202 Tel. �88558) 566-3113BEFOF�E YQU DQ Son Diego, CA 92131 Fax. 8) 566-6844
BENCH MARK: ELEVATION:
PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY:
N0. REVISIONS APPROVED DATE CPD BM115 164.425 NGVD29 . CITY OF PALM DESERT CITY OF PALM DESERT
A REVISIONS DUE TO ROOF REDESIGN 5 12 05 ` ��a' 4� P4&t L. )cde7.t DRO
LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 of
"
2 CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE
"115" LOCATED ON THE NORTH SIDE OF RED 73-M FRED WARM DRNE ROBERT F. SEEMAN, P.E. SMC DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARK ST8 3
WARING DRK WEST OF COOK STREET, 9.6 PALM Dom, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR TeI9pI'1OW (760) 30-0" R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fax. (760) 341-7W8 2" 9/30/05 EN 27M 6/30/2006
180 DEG BEND OFFSET 90 DEG BEND
NOTE:
HORIZONTAL CONC. BAR SIZE
? CAP STIRRUPS MAY BE USED
v
2
LAP PER SCHED. REINFORCING F'c #3 #4 #5 #6 #7 #8 #8 1 WHENEVER 135' CLOSED
nP• STIRRUPS ARE SHOWN IN -o
P.S.I. TENSION LAP SPLICES, INCHES » „ » „ » „0» GRADE BEAM ONLY 00
2 3,000 24128 35142 49 58174194
0 0
4,000 24124 30136 42 51164181
1Z!!6
HARDROCK CONCRETE
STAGGER LENGTH = Z Fy = 60,000 P.S.I. (CLASS "B") 4"d"
LAP SPLICE LENGTH C4 2 1/2" MIN. INTERSECTION CAP STIRRUP
N NOTES:
1 . SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE �.'' 6a�' o
SMALLER BAR SPLICED. 4„d» ,� REINFORCING BAR BEND REINFORCING BAR BEN o
D w
z
`-
2. DIVIDE BY 1 .3 FOR NON-TOP BAR (LESS THAN 12" OF CONCRETE SIZE DIAMETER (
CAST BELOW) „d„ #3 TO #8 6d
3. CONCRETE MASONRY UNITS LAP 48d MIN. HORIZ & VERT. REINF. #8 TO #11 8d
#14 TO #18 10d BAR CLEARANCE
135 DEG BEND NOTE: ALL BENDS SHALL BE MADE COLD
HORIZONTAL REINFORCING LAP SPLICE N.T.S. 1 TYPICAL BAR BENDS
N.T.s. 2
BAR TENSION LAP "Lt" (IN.) COMPRESSION LAP
VERTICAL SIZE F'c=3,000 P.S.I.F'c=4,000 P.S.I. "Lc" (IN.)
REINF. #3 16 24 8
"d" #4 21 24 11
#5 27 24 14
WIRE TIE #6 32 28 16
TYP. 7
# 37 32 19
�U
#8 45 39 22
#9 57 49 25
o #10 72 63 28
=� #11 89 77 31
J
F'y = 60 K.S.I.
NOTES:
1 . ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE
DOWELED AS SHOWN, UNLESS NOTED OTHERWISE.
DWL OR BAR
2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING
6 AS VERTICAL REINFORCING.
L
3. WHEN "Lc" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP It"
N.T.S. L4 VERT. REINF. - TENSION & COMPRESSION LAP SPLICE N.T.S. 3
UNDERGROUND SERVICE ALERT
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED
OF INTENTION TO GRADE OR EXCAVATE — QROF SS/�,
\_v/
� SIMON WONG ENGINEERING 4S GtSNG _�,. 19 ' F4 C; I V E D
CALL TOLL FREE STRUCTURAL & BRIDGE ENGINEERS v�, ' ----__
—�00 M No. S 3 83
I
o�
227-2600 T. 03/31/07
i
9968 Hibert Street, Suite 202 Tel. 566-3113 q UCTTWO VVOPoCNC� DAYSR YOU =1 San Diego, CA 92131 Fax. �8858)
58 566-6844
BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY.
N0. REVISION$ APPROVED DATE CPD BM115 64.425 NGVD29 v CITY OF PALM DESERT CITY OF PALM DESERT
� REVISIONS DUE TO ROOF REDESIGN 5 12 05 Pa4a .� e��� DRO SHEET .S-4
LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 of
2' CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE
'115' LOCATED ON THE NORTH SIDE OF FRED 73-M FRED WAF MQ DIM ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARK SI-Eg 30
WAKING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 9226G-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR TeIBpI'10M (760) 346-0611 R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fax. (760) W7W8 2" 9/30/05 EN 27M 6/30/2006
0
R 00 SOLID GROUT ALL TYP. MASONRY
00 I-n OPEN END UNIT MASONRY WALLS REINF. PER PLAN
40d LAP ALT. BEND 40d LAP TYP SOLID GROUTED TYPICAL, ALT.
BAR #5 VERT 1'-6" MIN. 1'-6" MIN. '� �-
TYP. U.N.O.
2- #5 VERT
OPEN END 12" BAR 2- #5 CONT. IN
90' BE 30" OPEN END BAR #5 VERT BOND BEAM
BLOCK, TYP. I BLOCK, TYP. 6" OR 8"
DWLHORIZ.
TO MATCH 30" TYPICAL 2- #5 CONT. BOND CMU BLK.
HORIZ. MASONRY WALL COURSE BEAM. DO NOT SPLICE _ _
-- — —
CL BETWEEN BOND BEAM UNITS OVER OPENING
a- z oo OPEN END BLOCK Y 12" CMU BLK.
SOLID GROUTED
"' BOND BEAM UNIT TYP• 2- 5 JAMB BAR,
H
o M __BREAK FACE SHELL BREAK FACE SHELL TYP # #4 IN FIRST CELL,
0- w I FOR FLOW OF GROUT FOR FLOW OF GROUT FULL HEIGHT X EA. END & 16
1Q
TYP. TYR �' TYP. U.N.O. Q.C. FOR 6" & 8"
• A CMU BLOCKS.
#4 IN FIRST CELL,
2- #5 VERT 1 1/2" EA, END & 0 16"
BAR, MIN, TYPICAL BOND BEAM COURSE CLR. 4 O.C. FOR 12" CMU
BLOCK
NOTE: " 1 1/2" .-
INTERSECTION CORNER INTERSECTION CORNER SINGLE CURTAIN OF REINFORCING AT 8" CMU. CLR. •
DOUBLE CURTAIN OF REINFORCING AT 12" CMU X Y
TYPICAL MASONRY REBAR - PLAN VIEW N.T.S. 1 TYPICAL MASONRY COURSING N.T.S. 2 TYPICAL MASONRY LINTEL N.T.S. 3
NOTE:
30'-0" MAX. U.N.O., TYP. 2'-0" CREATE AN UNBONDED 2'-0" ALL BOLTS SHALL BE GROUTED MINIMUM EMBEDMENT IN PLACE WITH AT LEAST 1 INCH
(NO CONTROL JOINT WITHIN TYP. SECTION FOR THE CHORD REINF. ANCHOR 1 /2-0 5 8"0 3 4"0 7/8"fib 2- #5 HORIZ.
OF GROUT BETWEEN THE BOLT SIZE / / JAMB BAR, TYP. HOOK WHERE
4'-0" OF BM. SEAT) BY WRAPPING THE BARS W TAP AND SHALL BE " " U.N.O. 2'-0" IS NOT
& THE MASONRY,
OR OTHER SIM. METHOD. CAULKING SEALANT EACH ACCURATELY SET WITH TEMPLATES. Le 5 5 6 7 POSSIBLE
NEOPRENE CONTROL SIDE W/ BACKUP ROD 1»
JOINT, CONTINUOUS #3 PIN 0 24" O.C., TYP.
VERTICALLY 16" MIN. HEX HEAD
I-- ANCHOR BOLT 2- #5 VERT.
0 N JAMB BAR, TYP.
U.N.O.
HEX HEAD
ANCHOR BOLT
CONT. CHORD
X REINF. STOP EVERY OTHER HORIZ. "Lem #4 x 2'-Q"
BARS EACH SIZE OF JOINT,
2- #5 JAMB EXCEPT CHORD BARS
BAR, TYP. MASONRY WALL -•—CMU BLOCK
WALL L2'--0" LAP
�P' WHERE OPENING IS OVER 3'-4" WIDE,
01
JAMB BAR, TYP. X VERTICAL JAMB SHALL BE FULL HEIGHT
TYP. REINF.
a
TYPICAL MASONRY VERTICAL CONTROL JOINT N.T.S.. 4 TYPICAL MASONRY ANCHOR EMBEDMENT N.T.S. 5 TYPICAL MASONRY JAMB AT OPENING N.T.S.
6
UNDERGROUND SERVICE ALERT RpEESSi
NO WORK SHALL E DONOF E ON TO SITE NIL BELOW ADE OR � AGENCY IS NOTIFIED Q
SIMON WONG ENGINEERING QcyO ,13NGl _
CALL TOLL FREE /Z ,�`� G 2 F
STRUCTURAL & BRIDGE ENGINEERS No. S 3583
1-800
227-2600
* rP.
TWO WORICNO DAYS 9968 Hibert Street, Suite 202 Tel. 566-3113 .9 rRucjBEFOFE YOU DID San Diego, CA 92131 Fax. �85588�
8 566-6844 QF C�\F� J -
BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY:
No. RE1/1310N3 APPROVED DATE CPD BM115 164.425 NGVD29 ' . CITY OF PALM DESERT
REVISIONS DUE TO ROOF REDESIGN 5 12 05 L/e"ir DRO CITY OF PALM DESERT � '5-5
LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 of
2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE"115" LOCATED ON THE NORTH SIDE OF FRED 73-M FRED WARM DRIVE ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARKg 30
WARING DRIVE, WEST OF COOK STREET, 9 6 l I:. PALM DEEM' CA M2W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR
Te�I1pt19� (76O) 346-061I R.C.E. N0. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fear• (760) 341-70M 21646 9/30/05 EN
U 27989 6/30/2006
;.
6" CONC. SLAB-ON-GRADE TYP. ROOF PLYWOOD:
REINF. w/ #5 @ 18" O.C. EA. WAY ,,��� � — ! ,
5/8" STRUCT I PLYWOOD W/
ON 2" OF SAND, ON VAPOR (` I EDGE NAIL 1 Od @ 6" O.C.
BARRIER, ON 2" OF SAND BOUNDARY NAIL 1Od ® 6" O.C.
FIELD NAIL 10d @ 12" O.C.
BLOCK ALL UNSUPPORTED EDGES
— ! ____ _ ` ____ ! I ! FACE GRAIN 1 TO FRAMING PLYWOOD:
--"�-�"�- — --- -_ — ____-- �- f - III ALL NAILS SHALL BE COMMON WIRE REINF @ CMU 508F STRU TIPLYWOOD W
7 LINTEL PER 3 EDGE NAIL 10d ® 4" O.C. /
6 30 5 o I' ! S_5 BOUNDARY NAIL 1Od ® 2 1/2" O.C.
�: I I 4'-0" 2x12 @ 24" O.C. (ROOF JOISTS), TYP. FIELD NAIL 10d ® 12" O.C.
` BLOCK ALL UNSUPPORTED EDGES
I I III 3 _ FACE GRAIN 1 TO FRAMING
6 S-8 �P' ! ' I I ' I ' ( ((I S_8 ALL NAILS SHALL BE COMMON WIRE
s-s ----------- -- -------------- !- ----- I I ------ I -------- -------- ---- I'
r- T -' T� F.O.M. I I i
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lil 6
a� I I i __
If �i I` I` �i I ! I I O 1 r r n r n u r u rr r it O
I r r n r n n � u u r u r I I E �__ I �t-
t N I --_ 1 ( 1 I— - 04
�- —„ I 11 =_= II �� _—_ �� ! I , - - —
I
IIII - - I ,II I I II Illl II II II , �- I
1 1 1 I X L------i r N r n n n n n n r i i �' % `� -- (V
" I I I X I II II II II II II I I I ��T_ �y
N i If If n If n It
III - � I III II II II II II II I II
I'j ( i ' f�i i III =_=
TYP. �� ,G �L^-_-- -_�L _ ---- t I I I I I II II II II II II
�k���^ i i I I I I I -
�'; ' 5 'TYP. OF (3) i i 1 i III r-----i r r rr fill
s-8 1 1 1 I I;I I I I I !I I II II I II II II 1 L
_ __
1 Q1 1 I r r r n , I rr , n n , rr r I I
1 ------ - ---------_= T------- -------- - ---------� L----- -- 1 I I --- -----------,--�1_---1,-___� -- ----- -- -1----� --1--L -- ---
I
L- --------- - - - ---- ---, i-- -------- ------------------- ------- F.O.M. I ( 3
EQUIP. PAD00
_g s s ; ; PER 8 III S-7 S_8 \,-- (2) 2x 12 TYP.
d- r- --------- , -- - - ----- I S_8
1 1 ( ( AROUND OPENING
I I I///-zI
' I � II
L -------- ---4--------
' � Ill
___ =_= ___ -- — = — -_-.=--------8- --=_=-=__-___ __=-_--_-=—=-�� -_=- D1 .- - - - - - - - - - _ _ — - - - - - - - _ - - - - - - - - - - - - - - - - - - - - -
1 6a-8))
FOUNDATION PLAN ROOF FRAMING PLAN 2
1
SCALE 114))=jf1`-0JlpSCALE 114"=1'—0" —
LEGEND:
NOTES:
1 . SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS ® INDICATES 8" MASONRY WALL.
S-1 TO S-5.
------------ INDICATES W.P.J. OR C.J.
2. WEAKENED PLANE JOINT (W.P.J.) OR CONSTRUCTION 4 3
JOINT (C.J.) SHALL BE SPACED AT 15'-0" MAX., PER s-----s INDICATES STEPPED FOOTING PER S-3
S-3
3. CONTRACTOR TO VERIFY PER EQUIPMENT DATA AND ADJUST
DIMENSIONS AS REQ'D.
UNDERGROUND SERVICE ALERT QRpFESS/
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Tt
OF INTENTION TO GRADE OR EXCAVATE. VNG
SIMON WONG ENGINEERING
CALL TOLL FREE: STRUCTURAL & BRIDGE ENGINEERS
� No. S 83
1 800
w
2
27— 600 ,IXP. 03/31/07
Two wC>�cNc3 oats q� UCTU�P ��Q-
9968 Hibert Street, Suite 202 Tel. (858) 566-3113
BEFOM YOU [�If3 Son Diego, CA 92131 Fox. (858) 566-6844 OF CALF
BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CITY OF PALM DESERT s-6
NO. REVISIONS APPROVED DATE CPD BM115 64.425 NG�29 9 I CITY OF PALM DESERT
REVISIONS DUE TO ROOF REDESIGN 5 12 05 DRO SHEET
LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT. 720-01 of
4
2" CPD BRONZE DISK IN TOP OF CURB STAMPED 73-M � w DRIVE
SIGNATURE ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARK ors
115 LOCATED ON THE NORTH SIDE OF FRED MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WARING DRIVE, WEST OF COOK STREET, 9.6 PALM DESERT, CA 92260-2578
WEST OF WESTERLY PCR f4 TeWptXXW- (760) 346-0611 R.C.E. NO. EXP. DATE DATE BY R.C.E. NO. EXP. DATE DATE
EN Fax (760) 341-7W8 2" 9/30/05 27M 6/30/2006
1
(2) 202 ® SKYLIGHT, TYP.
3
S-8
T.O. CMU
8" C.M.U. WALL
f'm = 1 ,500 PSI
SOLID GROUT
SPECIAL INSP. REQ'D
C) REINF. w/
I ' 5 ® 16" O.C. V)
CD5 ® 32" O.C. �H)
III
4 '
�, f• • M S-8
i
d
SECTION
1
SCALE 114"=1'-O" -
UNDERGROUND SERVICE ALERToFESS/
NO WORK SHALL BE GONE TI THIS RTE UNTIL BELOW AGENCY IS NOTIFIED ___ __ _
OF INTENTION To GRADE OR EXCAVATE. SIMON WONG ENGINEERING �c��`'G ' �' t�` r /
CALL TOLL FREE: STRUCTURAL & BRIDGE ENGD&M?S cJ No. S 58
' 1-800 W "
227 2600 03/31/07 _ --
Xt' CTUR1\,
TWO WORKNO DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 'q��F tF
BEFOW YOU CC San Diego, CA 92131 Fax. (858) 566-6844 CA�-
BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY.-
NO. REVISIONS APPROVED DATE CPD OM115 ET S— 7
� REVISIONS DUE TO ROOF REDESIGN 5 12 O5 64.425 NGW29 DRO CITY OF PALM DESERT CITY OF PALM DESERT ME� L•/�'+Q��✓,�a'
DRAWN BY
PROJECT. 720-01
LOCATION: PUBLIC WORKS DEPARMENT OF
2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE SML CIVIC CENTER PARK SHEETS
"115' LOCATED ON THE NORTH SIDE OF FRED 73-M � WARM DRIVE ROBERT F. SEEMAN, P.E. DIRECTOR OF PUBLIC WORKS IRRIGATION PUMP STATION FILE NUMBER
WAKING DRIVE, WEST OF COOK STREET, 9.6 I,�, PALM DESERT, CA 92260-2578
MARK GREENWOOD
WEST OF WESTERLY PCR TOW010M (760) 346-ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Far- CM W70M 21646 9/30/05 EN 27M 6/30/2006
SAME AS U.O.N.
WATERPROOFING
4'-0" WIDE MIN. PLYWOOD
PANEL @ ROOF PERIMETER 2 ROWS OF B.N. CS16 STRAP x 8'-0" LONG
/I/A\/\/ @ 4'-0" O.C., CENTER ON
2-2x 12
3x8 TOP PL @LOW END,
8X8 TOP PL @ HIGH END,
CONT. GEOSYNTHETIC z \\ \\ \\/ SHAPE 8x8 WHERE JOISTS
FILTER FABRIC OR //%/ // SLOPE WITH WALL, 2.5"
PREFABRICATED DRAINAGE
MIN THICKNESS
PANELS, (MIRADRAIN OR °. TH \�
(2). #5 CONT.
ENKADRAIN) co °° 4, O . #5 x L @ 16 O.C.
"' 24 2-2x12 2x6 BLOCKING
�. #4 x (—' @ 18" O.C. PROVIDE E.N. �@ ALL 3/4" DIA x 12" EMBED 3 @ CS STRAP
PEA GRAVEL JOISTS FOR 4 0 IN. HEADED A.B. IN CTR OF LUS26 JOIST HANGER
° a WALL @ 1'-4" O.C.
ASPHALT IMPREGNATED _ _ _ _ _ ROOF JOISTS PER PLAN 1" MAX COUNTERSINK ROOF JOISTS PER PLAN
FIBER CONT. STRIP o Q ° •
�' JOIST HANGER OF BOLT IN TOP PL
0 ••. .. .: • . •.; .•
77
°' • ' a 2-2x12 - WNP212-2
" \ \ \ 2x6 - LB26
4 0 PERFORATED PIPE //�//\\/�/.�/ \�/j//\ , �I //\\ \\�/� 8" CMU WALL
(PERFORATIONS DOWN)
WRAP PIPE W/ FILTER IL
to
FABRIC I (3) #5 T&B I I
2'-0"
2'-0"
FOOTING DETAIL 1 "= 1 '--a", U.O.N. L1, FOOTING DETAIL ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL (4j
SHAFT SIZE
PER MANUFACTURER
VERIFY SIZE & LOCATION W/
CS16 STRAP x 6'-0" LONG MECHANICAL CONTRACTOR
ON
CMU WALL EA. WAY.
24 ROUGHENED I #4 @ 12"
#4 24 @ 18" O.C. JOINT
,6" O.C., TYP.
• 3/4" CHAMFER, o: IN
TYR -'
c� 4"
'c:.:h?:i:•hh.5::x4FT..h'r.1.iii{:1UGSYir{xiiSn%r..:r.:::.:..::Y.2aii7riii::v=iiiF:i.. :va'?:{r Oawiu'r"rSri{{nih?i•:lkeP.vvg?i?:::n.�}.:Sr:vn.rr,.
....r\,^.+r.T.P.!.!^n..,.^.!.^Ynv?77.;i_......_ ...^.T.l!D'An:4i{aJis?R.!!,^..!1!.T9,1_".Pl_'.�iiy.3ngi�.._...r • •.•••.•..•.e•vr••••....v...•..•.•.. :. ....-.F.nu-.vnn:xiar.::smx:.iir...............__......_.......a.ev:::er::.s.a.._:....r .a_.a:.r:..:v.^.xrr.-n...._amn..e..n n:.n
2-202 2x6 BLOCKING ROOF JOISTS PER PLAN ROOF JOISTS PER PLAN 3 •
(1) #4 AROUND PUMP @ CS STRAP 3 3x4 FLAT BLOCKING
@ PLYWOOD JOINTS
c� 3"
#4 @ 12 O.C.
AROUND PUMP NOTES:
#1 fHOOOPS @ 6" O.C. 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT
PADS ON STRUCTURAL FLOOR.
2. EQUIPMENT ANCHORAGE EMBEDIMENTS ARE UNIQUE TO EACH PIECE OF
8" MIN.
EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. ANCHOR BOLT
CONCRETE LOCATIONS SHOWN (TYP.) APPLY IF NOT PROVIDED IN EQUIP. MFR'S DATA.
AROUND SHAFT
0
PIPING SHAFT DETAIL (5] ROOF FRAMING DETAIL G ROOF FRAMING DETAIL UI 7
� PMENT PAD DETAIL (8,1
UNDERGROUND SERVICE ALERT
' NO WORK SHALL BE DONE S E ON THIIS GRADEN IL B Ay AGENCY IS N071FIED
OF INTENTION
N Q $�
o uNG Rc'� _�
CALL TOLL FREEC_IVED
SIMON WONG ENGINEERING 4�G C' �'
STRUCTURAL & BRIDGE ENGINEERS No. S 3 3
1-800
EXI�3/31/07
r
227 2600 * �n * l
S P� Q PVBLI�.
TWO WORKING DAYS 9968 Hibert Street, Suite 202 Tel (858) 566-3113 q `f C� �C�` 1 C
COM DIG
YOU Son Diego, CA 92131 Fax. (8 �58) 566-6844
BENCH MARK: ELEVATION: /+tom PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY:
NO. REVISIONS APPROVED DATE CPD BM115 64.425 NG D29 � e� CITY OF PALM DESERT CITY OF PALM DESERT
1\ REVISIONS DUE TO ROOF REDESIGN 5 12 05 DRO �
LOCATION: '' '' PUBLIC WORKS DEPARTMENT
DRAWN BY PROJECT: 720-01 OF
2• CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE CIVIC CENTER PARK 30
"115" LOCATED ON THE NORTH SIDE OF FRED 7a3-M FFD WAKING DIM ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS Tg
WARING DRIVE, VEST OF COOK SIREET as' PALM DESERT', CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR T9IO� (760) 346"O6'II R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fax.- (760) 341-7098 2" 9/30/05 EN 27M 6/30/2"
3" SAFETY NOSING
AT EA. TREAD GRATING:
NOSING TO END 4" GALVANIZED STEEL GRATING:
FROM THE WALL BEARING BAR SIZE - 1-1/4"0/4"
1 1/2 " CLR. SPACED AT 1-3-1/6" O.C.
#4 NOSING BAR IYP CROSS BARS SPACE AT 2" O.C.
3/4 ALL GRATES END BAND FINISHED
BAR TYP.
I�-14"
GRATING
6" MIN. THK.
#5 @ 18
p#4DWL TYP. #4 NOSING L 1-1/2 x 1-1/2 x 3/16 (GALV.)
EXT. WALK OR #5 @ BOT. OF EA. STEEL ANGLE
PAV'G PER RISER
PLAN SIDEWALLS WHERE 1 2 x 4
NSA @ 12" O.C.
REQ'D TO BE 7 1/4 "
THK.(MIN.) W/ #4 @ 10"
00 z EA. WAY
EXP. JT. 8" FTG. WIDTH UNLESS
PER 4 OTHERWISE NOTED
S-3 #4 CONT. T & B
1 1
STAIR - ON - GRADE DETAIL 1 "= 1 '-0", M.N. (J- SUMP GRATING SUPPORT N.T.S. L2 3 4
°• L 2 x 2 x 3/16 (GALV.)
a° ° a o I W/ 1/2 0 A.B. @ 16" O.C.
I MIN (2) PER SIDE
QI
#5 x C @ 12" O.C. 4 I ,.
o I
24 .'e
a I -
1.7 (1) #5
27
#5 x —@ 12" O.C.
�1 27
1
o STD.
I
• . #5 x @ 12" O.C.
STD.
#5 @ 12" O.C., TYP.
1 '-0"
1 1
5 SUMP DETAIL CE
7
UNDERGROUND SERVICE ALERT oFEssl
NO WORK SHAH BOF NTEN'nONONE ON T TO GRADE OR EXCA A S SITE UNTIL BELOW AGENCY IS NOTiFlED O QR LING
CALL TOLL FREE =VYWIF—A
SIMO vc WONG ENGINEERING ��G c !
STRUCTURAL & BRIDGE ENGINEERS �? No. S 3 3 j
1-800 a"
zz7-z60o
P,/b3/31/O7''
TWO WOFVJNG DAYS 9968 Hibert Street, Suite 202 Tel. �8558) 566-3113 UCF� 3 q �BEFOFE YOU E I San Diego, CA 92131 Fax. 88 566-6844 OF CA��FD � -_ _✓ -
NO, REVISIONS APPROVED DATE
BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY:
CITY OF PALM DESERT
CPD BM115 64.425 NGVD29 DRO.w CITY OF PALM DESERT s_
REVISIONS DUE TO ROOF REDESIGN 5 12 05 SI-EET
LOCATION: PUBLIC WORKS DEPARTMENT" DRAWN BY PROJECT: 720-01 of
" '` K= '= SIGNATURE CIVIC CENTER PARK
30
2 CPD BRONZE DISK IN TOP OF CURB STAMPED
"115" LOCATED ON THE NORTH SIDE OF FRED �Y�: 73-M FRED WAftn DRIVE ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS
WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92280-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER
WEST OF WESTERLY PCR TeWphor W (760) 346-0SU R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE
Fax= QW) 341-70M 2" 9/30/05 EN 27M 6/30/2006