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Call before you dig. ACCT 429-8203 ')ID No.2o2A- 12.
BENCH MARK NO. REVISIONS PLANS PREPARED BY 4A SCRPcq DRAWN BY: STAFF APPROVED BY: CITY pPROOJEECT NO.MARK DATE INITIAL DESCRIPTION DATE APP'VD /O tCrumdy, 9c, OF UPLAND p L-r73g LOCATION: g� 4. eat, r .� � �� as .,;,.rrc DESIGNED BY: GPD 4_� i i-Y"'f-y SHEET AFCH
TERRA 0,4 o e J { A �, TOM THOMAS MAGNOLIA PLAZA SH- CHECKED BY: R.C.E.y�r'ZpZ PUBLIC WORKS DIRECTOR DATE ,�t Almtik:
, * '24 *J JRC
Q-SIGN G alUale RECOMMENDED BY: RECOMMENDED BY: SOILS
AGRONOMICAL
E�, -`- 33oF 4O SHEETS
IANt)SCAPE ARCHITECTURE ANO PLANNING �i 1, , RECOMMENDED BY: ". DRAWING NO, 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, ' Data CALIFORNIA 91730 PH:(909)484-2800 "- .
ELEV. i / -■� �O`` ALf/ ENGINEERING STAFF LAND _ ELOPM T&TRA PORTATION Page 3 t3379
SITE LOW VOLTAGE NOTES:
0 (2) 1"C.o.
Ej (1) 2"C.O.
(1) 1"C.O.
❑3 STUB—UP +6" IN STORAGE ROOM AND CAP OFF VERIFY STUB—UP LOCATION PRIOR TO ROUGH—IN.
® STUB—OUT ON INTERIOR OF POLE
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ELECTRICAL SITE AND LOW VOLTAGE RACEWAY PLAN SCALE " 1 -10 -0 1
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT NO. ,Q CITY OF UPLAND Si2� LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD Essj� J Rp DESIGNED BY: GPD aellfri-- SL04..€1 F9A. �„ �" (f SHEET ARCHITERRA f PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA E"1 .O fe`•. 11795 CHECKED BY: R.C.E.t f �O'� C DESIGN GROUP 9'30/Pti JRC RECOMMENDED BY: RECOMMENDED BY:
�It `4 teCTRIC ti ELECTRICAL SITE AND LOW VOLTAGE RACEWAY PLAN OF 6 SHEETS - . RECOMMENDED BY: DRAWING NO. 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, . OF CAt.Z / i ' CALIFORNIA 91730 PH:(909)484-2800 �� r . • ELEV. ENGINEERING STAFF LAND aEVEL0PMENT&TRANS TATION _
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PLAN NOTES:
01 1"C. 2 # 10 & 1 #10 E/G.
O 3/4"C. 2 #12 & 1 #12 E/G.
® ROUTE CONCEALED IN FOOTING THEN EXPOSED UP NORTH SIDE OF SUPPORT POST.
® MOUNT EXPOSED TO ROOF BEAMS VERIFY EXACT ROUTING PRIOR TO ROUGH-IN.
MP-10,12 ©® ® REMOVE EXISTING FIXTURE HEAD AND REPLACE W/ NEW AC SHOWN.
LIMITI n/I I T O F \/\ O K © EXTEND EXISTING WALKWAY LIGHTING CIRCUIT TO NEW LIGHT FIXTURE AS V V V SHOWN. ii/i///J/J/J/////// ✓///
/ / ////i// /////i//////////i/ ////////J///iJ///JJ///////i///////i//////JJ/JJi/iJ/i///////J/J/////a/f///J/Jn/J/J///J/J/O/J//// /i//////////////iJ////rJ//////////////J//////f/////i///////////////J//////////i//ni/////i/////////////////r//i//i////////////////////////i/i/i///i/ii////i/i///ii/i/ii///iii/i/ii/i///i/iii//ii///i//i/i////i/i/i//////i///i/�////i//ii//i/i/iJi/n/i/ii/i///////// 0 1111 4 #10 & 1 #10 E/G. 1 © © © © © © ® MOUNT TO POLE 0 THREADED NIPPLE. �' 1SP p O CONNECT TO SUPPORT LOOP ON SHADE STRUCTURE PROVIDED BY SHADE 5E 5E 5E 5E 5E 4) O STRUCTURE MANUFACTURER. �- _- 7c
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4 0 1"C. 3 #12 & 1 #12 E/G. n —NM �--- I I I u wc i - - 01C vir I ®5 1 1 1"C. 6 #10 & 1 #10 E/G. © 7G / 5A/5B ° ° �® ® 1 1 1© PROVIDE POWER PEDESTAL VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. �® ® LTh70,111
II JIo ° 13 VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. . • 2A -Io / 5A/5B Mg14 POWER POST DRIVER ENCLOSURE MOUNTED FLUSH IN TURF FOR COLUMN a 1� 0 O UP LIGHT SEE LIGHTING FIXTURE SCHEDULE. 43 - I s'
ED (TYP. 2 -
15 3/4"C. W/ REQUIRED LOW VOLTAGE CONDUCTORS.
(TYP. OF 2 - 1 ON EACH SIDE) \ ® ® / 0 1 ON EACH SIDE) 0 1A 4)( 28 28 I 16 MOUNT CONCEALED IN SUPPORT POST UP TO MOUNTING CHANNEL BELOW -. I LETTING PROVIDED BY SIGN MANUFACTURER. 25 © MP-11 ( \ /
OD MP-5,7,9 8 :,::
5A 5C 5B 5A 17 SURFACE MOUNT LIGHT FIXTURE IN LOWER CHANNEL CENTERED BELOW (ID5A/5B/ /5D/5E tO PROVIDE 12"x12"x6" (MIN.) FLUSH MOUNTED HINGED NEMA 3R LOCKABLE VP I 4) 4)
\ / ENCLOSURE W/ LETTER UP LIGHT REMOTE DRIVER LOCATED ON INSIDE. / I I VERIFY EXACT LOCATION PRIOR TO ROUGH-IN SEE LIGHTING FIXTURE �Q SCHEDULE.
2 7c I
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® 7G !miff!miff 10/12 I / \ M/ . p / p (E) 5,7,11 2S I I (:) 0 LIGHTING CONTROL ENCLOSURE.
MP 11 40 / \ 4)
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i I / \ I MIDDLE LIGHT FIXTURE SHALL BE CENTER WITH ARTWORK ON WALL AND MP-5,7,8 n; j PEDESTAL "MP" ,,(/ \ + INSTALLED FIRST. ADDITIONAL LIGHT FIXTURES SHALL BE SPACED FROM W 5A/5B/5C/5D/5E/7G ® . \\
J" ( MIDDLE LIGHT FIXTURE. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN . ' 5C/5D I / 5C/5D •\ 1 © SURFACE MOUNT LIGHT FIXTURE IN UPPER CHANNEL CENTERED BELOW lr„ lY MP-6 u =._. 4) / \ 0 0 LETTERS. VERIFY PRIOR TO ROUGH-IN.
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0 .�Q ® CONNECT TO MOUNTING LOOP OF SUPPORT CABLE BETWEEN SHADE , 0 / _ _ 1 ____
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( — �q . + EL` STRUCTURES. FIELD VERIFY CONNECTION PRIOR TO ROUGH-IN. .'• 0 ...,.. N\____ ______ ,
u \ u u u u u u u uQ 0 V(Pr P = I E E — E P DEMOLITION NOTES:
Z 1 PE 2PC I • / (E) N N © 38 0 38 I \ / I 2PC O © 0 OWINEIRGDISPOSE OF RBASE.OLE AND BASE TO BE REMOVED TURN OVER TO 0 5D 5C SC /� 5D 38 I
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PANEL SWITCHES BELOW I \ / © I L!J LOCAnoN: WEST END OF SITE I1LI, I \ / I ` , r z PANEL ;Li:: 120/240V 10 3W \ �„- — - — — _ „`` J MI P MOUNTING. PEDESTAL , , r 6 6 6 6 I LOCATION VOLTAMPS CIR BKR A B BKR CIR LOCATION U 0A 0B
r -•0- 1 —, _� i — (E) MAIN DISCONNECT - 1 'b 0 — 60 2 4500 (E) RESTROOM BUILDING ., . (2P I I 1�� �- - 3 /2 —X- 2 4 4500 © 1' 00 17 I 'll' 0 B STRING/MURAL UGHTING 288 5 20 — 20 6 232 E & S WALK/CANOPY LTG B Q Ns-
38 ► I 00 I ' 0 B ENTRY SIGN UGHTING 82 7 20 -X 20 8 6 ► p 0 I I 0 I 0 _ 20 10 POWER PEDESTAL ,I3.) I I ii `� O B IRRIGATION CONTROLLER 300 300 9 20 20 12 1000 1000 POWER PEDESTAL �B NN
NN / kkp; ��© 6I 6 0© 6 6 / `�� 588 382 SUB TOTAL 5732 5500
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�0._ _` i*, ` ` NOTES© *� '/� •\``` TOTAL CONNECTED VA - 12202 VA (A� PROVIDE DIGITAL UGHTING PANEL - REFER TO E-2.1 - N LCL: 4202 VA 0 25% - 1050 VA DETAIL #1 O TOTAL PANEL LOAD - 13252 VA (BB) PROVIDE NEW CIRCUIT BREAKER. MATCH EXISTING LI FEEDER AMPS - 55.3 AMPS MANUFACTURER AND OPERATING CHARACTERISTICS aimma
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4 1T 4 1T7) 0 0 I ( DIGITAL LIGHTING PANEL SCHEDULE I20 20
1 ZONE CIRCUIT DESCRIPTION TYPE CONTROL A MP-5 COURTYARD NORTH/SOUTH STRING LIGHTING 120V LINE VOLTAGE DIMMING IB MP-5 COURTYARD DIAGONAL STRING LIGHTING 120V LINE VOLTAGE DIMMING C MP-5 WALKWAY DIAGRAM STRING LIGHTS 120V LINE VOLTAGE DIMMING �r/////////r/ // /////////////////J//////////////J///////J//J////L1/////////L1///////////////////////L!//J////L1/////L1///////////////U/i///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////J///////////////////////////////////////////////////////////////////.�//////////r//////////////////////////////i/✓/////////////////iJ//////////////LJ// D MP-5 WALKWAY NORTH/SOUTH STRING LIGHTS. 120V LINE VOLTAGE DIMMING 1 E MP 5 MURAL WALL UP LIGHTS ON/OFF LIMIT O WORK F MP 6 EAST AND SOUTH PARK LIGHTS ON/OFF G MP-7 ENTRY SIGN LIGHTS ON/OFF
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ENLARGED ELECTRICAL SITE PLAN -WEST SCALE 1 (1-1) lams
la No. 2o24- 12 / -O"
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT NO, LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD V ESSj CITY OF UPLAND 2 gc J RgGo` DESIGNED BY: GPD ! [ -� SHEET y
TOM THOMAS MAGNOLIA PLAZA
ARCHITERRA '��y • E 1179 ✓ , - , PUBLIC WORKS DIRECTOR DATE r-1 . i EXP. CHECKED BY: R.C.E. Z C DESIGN GROUP • �Rc
`�9 �fcrRt��� �� RECOMMENDED BY: RECOMMENDED BY: ENLARGED ELECTRICAL SITE PLAN -WEST OF 6 SHEETS RECOMMENDED BY:
10221-A TRADEMARK ST.,RANCHO CUCAMONGA, ite.A,
Q�• COW DRAWING NO, CALIFORNIA 91730 PH:(909)484-2800 ��
ELEV. ENGINEERING STAFF ND VELOPMEN &TRA SPORTATION -
.
SITE PLAN NOTES:
0 1"C. 2 #10 & 1 #10 E/G.
I ® 3/4"C. 2 #12 & 1 #12 E/G. (3 ROUTE CONCEALED IN FOOTING THEN EXPOSED UP NORTH SIDE OF SUPPORT POST.
® MOUNT EXPOSED TO ROOF BEAMS VERIFY EXACT ROUTING PRIOR TO ROUGH-IN.
O REMOVE EXISTING FIXTURE HEAD AND REPLACE WI NEW AS SHOWN.
LIMIT OF WORK
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BID ALTERNATE SITE PLAN NOTES:
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ENLARGED ELECTRICAL SITE PLAN - EAST SCALE ,,8" — C1.
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT NO.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD QfESS/o CITY O F U 1 _AND D $2333 (....,
J R ` DESIGNED BY: V ' 4 S``Q� U�0` ....., GPDK Pril-- a-c(-I SHEET ARCH ITER 1 `' TOM THOMAS MAGNOLIA PLAZA PUBLIC WORKS DIRECTOR DATE �-� .� CHECKED BY: R.C.E.
DESIGN GROUP f F�f' `A� �*/24 JRC RECOMMENDED BY: RECOMMENDED BY: OF 6 SHEETS
1.,�, 9�, CTR RECOMMENDED BY: . ENLARGED ELECTRICAL SITE PLAN-EAST - 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, � Or EMl1 DRAWING NO. ! ELEV. CALIFORNIA 91730 PH:(909)484-2800 ` midAli ENGINEERING STAFF LAN DEVEL PM T&T SPORTATION
GbN bRAL NO I LS
SPECIAL NOTE: ELECTRICAL SYMBOLS LIST 1• THE ELECTRICAL CONTRACTOR SHALL BE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT 25. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH RESPONSIBLE FOR ALL SAWCUTTING, TRENCHING, POST TOP L.E.D. LIGHT FIXTURE W/ TYPE THREE DISTRIBUTION. ARROW INDICATED FRONT OF LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. SUBMITTAL OF BID INDICATES THE PRESENTLY ADOPTED EDITION OF THE C.E.C., ARTICLE #250. BACKFILUNG, AND PATCHING AS REQUIRED TO LIGHT POLE LIGHT FIXTURE - REFER TO LIGHTING FIXTURE SCHEDULE CONTRACTOR ACCEPTS THE CONDITIONS UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK. LOCATIONS OF UTILITIES PERFORM HIS WORK. 26. CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG IT'S SHOWN ARE APPROXIMATE AND CONTRACTOR
2. SHALL EXERCISE EXTREME CAUTION IN 0POST TOP L.E.D. LIGHT FIXTURE W/ TYPE FIVE DISTRIBUTION - REFER TO LIGHTING FIXTURE LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. SCHEDULE ELECTRICAL CONTRACTOR SHALL PAY FOR AND SECURE ALL NECESSARY BUILDING PERMITS, CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THHN" (DRY). DELVER CONDUCTORS TO EXCAVATING AND TRENCHING ON THIS SITE TO UTILITY COMPANY CHARGES. IF REQUIRED, CONTRACTOR SHALL COORDINATE AND PAY FOR THE JOB SITE IN UNBROKEN PACKAGES. AVOID EXISTING DUCTS, PIPING, OR CONDUITS, FLUSH IN GRADE L.E.D. COLUMN UP LIGHT FIXTURE - REFER TO LIGHTING FIXTURE SCHEDULE ALL TEMPORARY ELECTRICAL SERVICE CHARGES WITH THE BUILDING DEPARTMENT, SERVING ETC., AND TO PREVENT HAZARD TO PERSONNEL UTILITY, AND OWNER. AND / OR DAMAGE TO EXISTING UNDERGROUND
27. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED UTILITIES OR STRUCTURES WHETHER OR NOT B SEMI-FLUSH IN GRADE L.E.D. MURAL UP LIGHT FIXTURE - REFER TO LIGHTING FIXTURE
3. CONSTRUCTION TERMINOLOGY, AND THE STANDARDS OF INSTALLATION REQUIRED BY WITH THE ARCHITECTURAL ELEVATIONS, DETAILS, OR SECTIONS PRIOR TO INSTALLATION. SHOWN AND INSTALLED BY ANY OTHER CONTACTS. SCHEDULE THESE CONTRACTOR DOCUMENTS ARE BASED ON PUBLISHED STANDARDS OF N.E.C.A. ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE RECESSED IN WALLS UNLESS THE ENGINEER IS NOT RESPONSIBLE FOR THE (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION), NATIONAL ELECTRICAL SAFETY CODE, LOCATION OF UNDERGROUND UTILITIES OR OTHERWISE NOTED) "� Q SURFACE MOUNTED L.E.D. COVERED TRELLIS LIGHT FIXTURE - REFER TO LIGHTING FIXTURE AMERICAN NATIONAL STANDARDS INSTITUTE DOCUMENTS, NATIONAL ELECTRICAL STRUCTURES WHETHER OR NOT SHOWN OR SCHEDULE MANUFACTURERS ASSOCIATION, UNDERWRITERS LABORATORIES, AND THE CAUFORNIA 28• PROVIDE THE OWNER WITH ' ONE (1) SET OF COMPLETE UP TO DATE "AS-BUILT" DETAILED AND INSTALLED BY ANY OTHER ELECTRICAL CODE. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS FAMILIAR OF REPRODUCIBLE DRAWINGS AT THE COMPLETION OF THE PROJECT, SHOWING ACTUAL DEPTHS CONTACTS. THE CONTRACTOR SHALL IMMEDIATELY FINISHED TURF GRADE -9--•6- OVERHEAD L.E.D. STRING LIGHT FIXTURE W/ DECORATIVE SHROUD - REFER TO LIGHTING FIXTURE
THESE STANDARDS AND THE REQUIREMENTS NECESSARY TO PERFORM ALL THE WORKNOTIFY THE ENGINEER SHOULD SUCH OF UNDERGROUND CONDUIT RUNS AT ALL LOCATIONS. ALL BROCHURES OPERATING SCHEDULE AS SET FORTH IN THESE CONTRACT DOCUMENTS AND ACCEPTS THE CONDITIONS. MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE OWNER AT UNIDENTIFIED CONDITIONS BE DISCOVERED. 0 PROJECT COMPLETION. THESE DRAWINGS AND SPECIFICATIONS DO NOT ALL SPLICES INSIDE ENTRY ARCH WAY LE.D LINEAR UP LIGHT FIXTURE REFER TO LIGHTING FIXTURE SCHEDULE
4. SHOP DRAWINGS SHALL BE SUBMITTED WITHIN THIRTY DAYS AFTER AWARD OF THE INCLUDE NECESSARY COMPONENTS FOR PULLBOX SHALL BE CONTRACT. THE CONTRACTOR SHALL SUBMIT EIGHT COPIES OF A COMPLETE LIST OF CONSTRUCTION SAFETY. THE ELECTRICAL WEATHERPROOF MATERIALS AND EQUIPMENT INCLUDING MANUFACTURER AND MODEL NUMBER PROPOSED 29. THE COMPLETE PROJECT SHALL BE GUARANTEED FORA PERIOD OF ONE (1) YEAR, AFTER CONTRACTOR SHALL MAKE ALL REPAIRS OF CONDUIT RUN CONCEALED BELOW GRADE, 3/4"C MINIMUM.
FOR THE JOB. SHOP DRAWINGS SHALL INCLUDE JOB DESCRIPTION, ARCHITECT AND DATE OF ACCEPTANCE, BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND BE DAMAGES CAUSED BY HIM OR HIS WORK.
ENGINEER IDENTIFICATION, AND ALL DATA WITH CAPACITIES SIZES DIMENSIONS, FAULTY DURING THAT PERIOD SHALL BE CORRECTED IN A TIMELY MANNER, UPON WRITTEN COORDINATE WITH OTHER TRADES PRIOR TO ANY NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL. CONTRACTOR. rir WORK. JUNCTION BOX, ACCESSIBLE AND MOUNTED FOR THE APPLICATION DENOTED ON PLANS.
CATALOG NUMBERS, MANUFACTURER'S BROCHURES, AND SUPPORT DATA. 1-....\\ �, O
30. WHERE A CONFLICT OCCURS BETWEEN THESE NOTES, THE ELECTRICAL DRAWINGS OR -i i i--i i i-i i I=III=III=•' • 11
5. SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT, WHICH THE ELECTRICAL BOOK SPECIFICATIONS ISSUED AS A PART OF THESE DOCUMENTS, THE -III=III=I I -1 I I= I '. III=III- I' CONCRETE PULLBOX P CONCRETE PULLBOX WITH BOLT-ON COVER. SIZE AS REQUIRED BE C.E.C.
INCLUDES BUT NOT LIMITED T0: PANEL BOARDS, LIGHTING FIXTURES, RECEPTACLE MORE STRINGENT REQUIREMENT SHALL PREVAIL III=III= .. .....::.. r11 -III-III- P OLDCASI�E TYPE ENCLOSURES, TIME SWITCHES AND ELECTRICAL PRODUCTS =)I I=III . ' II -I l I=III=
31. PANEL BOARDS SHALL BE COPPER "BOLT-ON" TYPE. COMPONENTS AND FEATURES I I I= -I I IF "N" SIZED PER
6. THESE PLANS ARE DIAGRAMMATIC ONLY. FOLLOW AS CLOSELY AS POSSIBLE. REFER TO -I 1 I II �I I I- z N.E.C./C.E.C.
ARCHITECTURAL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, EXACT EQUIPMENT AND AGENCY,EELECT ELECTRICAL DRAWINGS,DCANDD MAIN SERVICE MANUFACTURER DANDN OPERATING II �� ELECTRIC METER SERVICE - REFER TO SINGLE LINE OUTLET LOCATIONS. CHARACTERISTICS.
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7. ROUTING OF RACEWAYS SHALL BE AT THE OPTION OF THE CONTRACTOR UNLESS 32• PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL SWITCHBOARDS, PANEL BOARDS, LOAD If -mil- SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE.
OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. CENTERS, TRANSFORMERS, AND TERMINAL CABINETS. PLATES SHALL BE 3 PLY, BLACK ELECTRICAL FACE, WHITE CORE, WITH " HIGH GOTHIC LETTERING. �-_--- -'�� CONDUIT REFER TO 1 P LIGHT FIXTURE CALL OUT, "1 P" INDICATES FIXTURE TYPE (REFER TO FIXTURE
8. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL DEVICES E-1.1 AND E-1.2 FOR SCHEDULE), "120" INDICATES TOTAL FIXTURE WATTAGE. NUMBER ADJACENT OR EQUIPMENT, �_ - ` < REQUIREMENTS 120 2 INDICATES QUANTITIES. (NUMBER IS SHOWN FOR BRANCH CIRCUIT PURPOSE ONLY, NOT FOR MATERIAL TAKE-OFF).
9. CONTRACTOR SHALL PROVIDE ALL J-BOXES, PULL BOXES, ELLS, OFFSETS ETC., FOR A ELECTRICAL .- ELECTRICAL CONDUIT COMPLETE, CODE LINES INSTALLATION ISEOF ALL CONDUIT. FOOTAGE SHOWN ON EXISTING METER PEDESTAL "MP" CONDUIT • ©MP DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER.
ELECTRICAL SINGLE LINES AND RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY, AND ARE NOT FOR BIDDING PURPOSES OR MATERIAL TAKEOFF. IT SHALL BE THE 120/240V. 10 3W. ,y °`
RESPONSIBILITY OF THE CONTRACTOR TO REVIEW AND TO COORDINATE WITH MECHANICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS FOR DUCTS, LINES, AND EQUIPMENT. E. • • - •
PLAN NOTE REFERENCE.
(E) 100A BUS
10. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR • • �_ �/ REVISION REFERENCE.
GROUP OF EQUIPMENT. MATERIALS /`r SHALL BE LISTED AND APPROVED BY THE I I UNDERWRITER'S LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE CO CONDUIT ONLY, WITH PULL ROPE.
INSPECTION LABEL WHERE SUBJECT TO APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING • • (E) SCALE 1 M WP WEATHERPROOF, NEMA 3R JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE 100 A POLE LIGHT CONNECTION DETAIL 1 STANDARDS ESTABLISHED BY A.N.S.L, U.L., N.E.M.A., AND N.B.F.U. INSTALL PER I I 2 P I N.T.S. PROVIDE FURNISH, INSTALLED AND CONNECTED, COMPLETE.
MANUFACTURER'S RECOMMENDATIONS. • C CONDUIT
11. CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, I X I I E/G EQUIPMENT GROUND (GREEN) COUNTY, LOCAL CODES, O.S.HA., THE PRESENTLY ADOPTED NATIONAL ELECTRICAL CODE, AND PRESENTLY ADOPTED CALIFORNIA ELECTRICAL CODE (C.E.C.) UG UNDERGROUND
12. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE I IGEC GROUNDING ELECTRODE CONDUCTOR
CONCRETE BOLT ON LID
EQUIPMENT. SUPPLY POWER AND MAKE CONNECTIONS TO MOTORS AND EQUIPMENT I MOUNT PULLBOX FLUSH W/ REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE LINE DIAGRAM, • • DIST FLUSH WITH PULL BOX GRADE IN CONCRETE C.E.C. CALIFORNIA ELECTRICAL CODE ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES. REVIEW THE DRAWINGS OF I I SECTION OTHER TRADES FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT. DISCONNECT MOUNT PULLBOX +3" U.O.N. UNLESS OTHERWISE NOTED SWITCHES, STARTERS, WIRING, CONTROLS, AND CONDUIT FOR MECHANICAL AND PLUMBING (E) ABOVE GRADE IN OPERATIONS SHALL BE PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR � � •�y*� . _ . _ . _ . � TURF G.F.I. GROUND FAULT INTERRUPTER OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGH-IN IN ALL CONDUIT TO A.F.G. ABOVE FINISHED GRADE THIS EQUIPMENT. _ SEAL ALL CONDUITS W/ SEALANT 0 END OF PROVIDE INTERIOR
13. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENING IN CONCRETE PROJECT WEATHERPROOF .„' RACKS WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS DIRECTED BY THE v z SEAL STRUCTURAL ENGINEER. PERFORM CORING, SAW CUTTING, PATCHING, AND REFINISHING m 1 OF EXISTING WALLS AND SURFACES WHEREVER IT IS NECESSARY TO PENETRATE. N --F- PULLBOX OPENINGS SHALL BE SEALED IN AN APPROVED METHOD TO MEET THE FIRE RATING OF o OPEN BOTTOM THE PARTICULAR WALL, FLOOR, OR CEILING. EXACT METHOD AND LOCATIONS OF SCALE M CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE U.L SINGLE LINE DIAGRAM (4 ,N.T.S. / - IPA P - - 0 P IP APPROVED. • • • • • •'M •et -•- 6" MIN. GRAVEL
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAW CUTTING, TRENCHING, BACKFILLING, .�".• obi i.411,A 'O1: :.
COMPACTION, - ��• ��• �� J. • - ��• �� AND PATCHING OF CONCRETE AND ASPHALT AS REQUIRED TO PERFORM HIS ••�•• •• WORK. ATTENTION IS CALLED TO THE FACT THAT THERE ARE EXISTING UNDERGROUND . .-.,,��!.041044� UTILITY UNES. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN TRENCHING FOR HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND APPROVED I , I REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WORK.
15. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE
IMPORTEDSAND/GRAVEL SAND GRAVEL BEDDING
16. CONCEALED CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (E.M.T.) WITH COMPRESSION w/0.5 MAX. AND S.E.= 30 OR TYPE COUPLERS. SECURED WITH ONE-HOLE PIPE STRAPS.
GREATER 90 %
17. P.V.C. CONDUIT SHALL BE USED UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE.
INSTALL PER ALL REQUIRED LOCAL CODES. ALL UNDERGROUND CONDUIT SWEEPS, UNDERGROUND RISERS, AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR FACTORY INSTALLED P.V.C. COATING. ROUTE ALL UNDERGROUND CONDUITS AROUND PROPOSED BUILDING AND FUTURE BUILDING LOCATIONS. SCALE
18. UNDERGROUND CONDUIT INSTALLATION DEPTH SHALL BE PER THE FOLLOWING CURRENT N.E.C.: PULLBOX DETAIL N.T.S. C2j +30" BELOW TURF
+30" BELOW 2" CONCRETE AND ASPHALT
+30" BELOW 4" NON VEHICLE CONCRETE OR ASPHALT
+30" BELOW STREETS, HIGHWAYS, ALLEYS, DRIVEWAYS OR PARKING LOTS
19. ALL CONDUIT ONLY (C.O.) SHALL HAVE A 3/16" PULL WIRE OR ROPE, MINIMUM.
20. CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTALLATION LOW VOLTAGE CONDUITS PER PLANS BELOW +8'-0" SHALL BE INTERMEDIATE METALLIC CONDUIT (I.M.C.). SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH C.E.C. ARTICLE 370. APPLY TWO COATS OF PAINT AFTER INSTALLATION TO MATCH SURFACE ATTACHED. POWER CONDUITS PER PLANS TRENCH WIDTH AND DEPTH TO BE ADJUSTED FOR ALL POWER CONDUITS. TO AVOID EXISTING CONDUITS
21. CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTALLATION NATIVE OR IMPORTED SOIL OR PIPES BY OTHER TRADES ABOVE +8'-0" A.F.G. SHALL BE ELECTRICAL METALLIC TUBING (E.M.T.) WITH TO 90% RELATIVE DENSITY COMPRESSION TYPE COUPLERS. SECURED WITH TWO-HOLE MALLEABLE PIPE STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN COMPLIANCE WITH C.E.C. ARTICLE 370. APPLY TWO COATS OF PAINT AFTER INSTALLATION y r FINISH GRADE TO MATCH SURFACE ATTACHED. UNDERGROUND WIRING TAPE _ _ II Cj
22. CONDUIT SHOWN AS EXPOSED OR APPROVED FOR INTERIOR EXPOSED INSTALLATION, IN "CAUTION-ELECTRICAL LINE 1- I- NON-PUBLIC AREAS, SHALL BE E.M.T. INSTALLED IN PARALLEL OR IN RIGHT ANGLES BURIED BELOW AS I-I- -III= -rn WITH ALL REQUIRED MOUNTING ACCESSORIES. DISTRIBUTED BY SETON NAME -�71 I o o- PLATE CORP. OR EQUAL II=I I III .z
23. PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING I I= 77 z.v AS REQUIRED BY THE STATE FIRE MARSHAL AND ALL OTHER GOVERNING BODIES. t -II 12» -,'c 0
24. ALL CONDUCTORS OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH M / / t0
O.S.HA.
1010 � �
' Ill
__
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I
MEW III IMPORTED SAND COVER
I I
w/0.5 MAX. AND S.E. 30 OR
I II
GREATER 9O %- - Engineering Inc. r *
CONDUIT SPACERS (SADDLES) TYP. ®•`j Electrical Engineering&Consulting E CONDUIT SPACERS IMPORTED SAND/GRAVEL BEDDING I 8048 Palm Ave Know what's below. (SADDLES)-TYP. w/0.5 MAX. AND S.E.= 30 OR �� Highland.
N E
GREATER 9 909 864-0223 %
Cali before you dig. Fax909864-02800 X o •a [email protected]
TRENCHING DETAIL SCALE
N.T.S. C33; sto moo. 2424 1Z BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT No.
LOCATION. MARK DATE INITIAL DESCRIPTION DATE APP'VD Q�pFEssj CI TY O F lJ P LA D $z3s$
�� v, J RG DESIGNED BY:
".S�� ®4r GPD (iLe Pot- /i`cy SHEET . ( ;1 - '4 -PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA ARCH ITERRAr� 7 CHECKED BY: R.C.E. S?07..
DESIGN GROUP iiiiiht„t.
. EXP.9,�,�y * JRC y E-2.0 ti . `�q F�EcrR1�t ti@ RECOMMENDED BY: RECOMMENDED BY: OF 6 SHEETS �fi' RECOMMENDED BY: ELECTRICAL SYMBOL LIST, GENERAL NOTES AND DETAILS 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, or co ' • DRAWING NO.
CALIFORNIA 91730 PH:(909)484-2800 d� _ ELEV.
ENGINEERING STAFF LAND r EV OPMENT&TRA PORTATION
iI
(2) 6-BUTTON INDIVIDUAL
CONTROL INTELLIGENT
LIGHTING CONTROLS. INC.
#LS-G2-WH-6-LS-PL-S-SS-1XI N.
LIGHTING FIXTURE SCHEDULE
a ro .,,
LightLEEDer
Programmable Lighting Control
_' DESCRIPTION ILLUMINATION VOLTS MANUFACTURER CATALOG # MOUNTING �ih WATTS TYPE
•365-day programmable Lighting Control Panel
It! 0.01,14Plq
SURFACE MOUNTED DIMMER •Automatic receptacle plug load control MOUNTING BOX .i t } " 8 ENTRY ARCHWAY L.E.D. LINEAR ACCENT UP LIGHT » SURFACE IN •All products Made in the USA z `' 1 A LED BEAMEVER M�0001A MF003 7XLG- 50-24-A 5-M0001- CHANNEL MOUNTED IN CHANNEL BELOW LETTERS WITH 25
® 3000K 120 BELOW ARCHWAY •LightSyncTM switch and accessory ready R�: REMOTE DRIVER 'r ,- V. ® LETTERS •USB,modem and TCP/IP connectivity available 4 SURFACE IN i 14' ENTRY ARCHWAY L.E.D. UNEAR ACCENT UP BEAMEVER NOVA TAPE 1 P67-30-169.42 -305-M0001- •Integrated surge suppression 1 2ALED MF0003-XLG-150-24-A CHANNEL 6-BUTTON SCHEME ,I 1. :;= LIGHT MOUNTED IN CHANNEL BELOW LETTERS WITH 43 3000K 120 BELOW ARCHWAY CONTROL INTELLIGENT •Built-in programming backup and restore € ;: REMOTE DRIVER © LETTERS LIGHTING CONTROLS, INC. , .
#LS-G2-WH-6-LS-PL-S-SS-1 •Connect up to 254 panels and 16,510 devices together COLUMN LE.D. UP LIGHT IN CONCRETE WITH B. K. AW-LED-E66-SP-A9-(STD FINISH) FLUSH IN •Allows network connections across the Internet 1' i , L REMOTE POWER POST IN ADJACENT TURF LED LIGHTING CONCRETE & 5 1 © 7 4000K 12VAC 12" FROM _ ❑3 COLUMN 2.
Overview
SEMI-FLUSH CONCRETE MURAL L.E.D. UPUGHT LITEUNES CFS3-35-26-30-UNV-DB-XX-XX-HDL SEMI-FLUSH IN The LightLEEDer programmable lighting control panel is the key to a powerful,dependable,flexible and energy efficient lighting ® TURF +12" _4 ` system.LightLEEDer panels come with our new Reliant40 relays which feature a superior four contact design-the first true 40Amp ® MOUNTED IN TURF 1 5 LED 120 _2• 3000K A.F.G. AND 42"
lighting relay.Reliant40 relays come in 1-,2-and 3-pole configurations in a robust breaker-style body.LightLEEDer panels range in 2 4 FROM MURAL size from 4 to 64 relay capacity and are equipped with CAT-5 RJ45 connectors for LightSync data line devices and interconnecting - panels.Panels include a keyboard and LCD screen,along with USB and TCP/IP connections for easy programming with our free m POST TOP DECORTIVE LE.D. WALKWAY LIGHT FIXTURE WITH TYPE PACIFIC LIGHTING NJEM-SPHD-LED-LV-III-XX-DS 1 5'_3" LightLEEDer Pro Software.Add-on modules are available for connecting to BAS,theatrical,or security systems. THREE DISTRIBUTION ON 15'-3" CONCRETE POLE 38 4 LED 120 AND STANDARDS CO CONCRETE 2 38 POLE -2.
ID
/--
FINISHED GRADE Features AMERON 20ET15-XX-PT •Made in the USA relays and hardware PACIFIC LIGHTING NJEM-SPHD-LED-LV-III-XX-DS POST TOP DECORTIVE LE.D. COURTYARD LIGHT FIXTURE WITH TYPE EXISTING •Automatic receptacle plug load and lighting circuit control 1 PE THREE DISTRIBUTION ON EXISTING CONCRETE POLE LED AND STANDARDS CO CONCRETE 38 4000K 120
•Programming Options are done with a Integrated keypad with 4-line LCD display or using LightLEEDer Pro software 38 ❑ POLE via USB or TCP/IP.
SCALE - •LightSync Data Line Device Ready utilizing RJ45 connectors and standard CAT-5 cabling for data line. 2P POST TOP DECORTIVE LE.D. WALKWAY LIGHT FIXTURE WITH TYPE PACIFIC LIGHTING NJEM-SPHD-LED-LV-V-XX-DS 15'-3" LIGHTING CONTROL PANEL SWITCHES 2� •.Network Capability allowsyou to connect upto 254 panels and 64 LightSync devicesperpanel,plus an FIVE DISTRIBUTION ON 15'-3" CONCRETE POLE 38 LED AND STANDARDS CO CONCRETE 2• N.T.S. P 38 4000K 120 POLE additional 254 devices on the panel network.
El
•Internet Capability to interconnect panels across the internet. 7 STEEL LOCKABLE •Relay Groups can comprise any relay on the network and be assigned to any of the 256 available groups-controlled by AMERON 20ET15-XX-PT COVER any timer,switch,or other external commands. NJEM-SPHD-LED-LV-V-XX-DS " POST TOP DECORTIVE LE.D. WALKWAY LIGHT FIXTURE WITH TYPELED PACIFIC LIGHTING 12-9 • •Relay Presets can be programmed from any relay ON/OFF patterns and be assigned to any of the 256 available presets- 2PC FIVE DISTRIBUTION ON 12'-9" CONCRETE POLE ON RAISED COLUMN 38 4000K 120 AND STANDARDS CO CONCRETE 1 controlled by any timer,switch,or other external commands. 38 POLE -2• •Timer Scheduling for 128 available timers that can turn relays ON or OFF for Time-of-Day,Astronomical times,and ❑1 (2) 15/20A-125V G.F.I. Open/Close.
RECEPTACLE ON EACH SIDE AMERON 20ET12-XX-PT - - •Clock Functions include Automatic Astronomical calculation of Sunrise and Sunset,Adjustable Daylight Saving Time and Enable/Disable. ® 54' DECORATIVE L.E.D. OVERHEAD LE.D. OVERHEAD AMPS L2 PER LED PRIMUS LIGHTING DSW-24-120-G16.5F-27/325-DSRG-5TK-54' POLE AT +/_
STRING LIGHTS AT 24" ON CENTER W/ ROUND SHADE, 2700K 120 " -0
INTEGRAL MOUNTING CABLE AND DIMMING DRIVER
motion sensors,data line switches and devices. TOTAL El A.F.G.
5.5"x7" SUPPORT .
POST •Switch Input Flexibility is provided with time-of-day function change and also has"and/or"logic built in. 2 PER DSW-24-120-G16.5F-27/325-DSRG-5TK-40' POLE AT ® 40' DECORATIVE L.E.D. OVERHEAD LE.D. OVERHEAD LAMP= LED PRIMUS LIGHTING / +/_ `�' •Add-On Modules available for each controller,and include BACnet IP,BACnet MSTP,Modbus RTU,Modbus ASCII,N2, STRING LIGHTS AT 24" ON CENTER W/ ROUND SHADE, 40 2700K 120 23'-0 "� 40 INTEGRAL MOUNTING CABLE AND DIMMING DRIVER LonWorks,DMX512,DTMF telephone switching and modem. TOTAL El A.F.G.
NOTES:1. PHOTOCELL SHALL BE MOUNTED TO WALL OF INTELLIGENT LIGHTING CONTROLS,INC. DECORATIVE L.E.D. OVERHEAD LE.D. OVERHEAD 2 PER DSW-24-120-G16.5F-27/325-DSRG-5TK-28' POLE AT BUILDING ON NORTH SIDE AT EAVE LINE. www.ilc-usa.com ® 28' LAMP= LED PRIMUS LIGHTING +/_ STRING LIGHTS AT 24" ON CENTER W/ ROUND SHADE, 2700K 120 »
2. CONTRACTOR SHALL COMMISSION PANEL SCHEMES 5 28 INTEGRAL MOUNTING CABLE AND DIMMING DRIVER TO28TAL 23 -0 PER OWNER'S DIRECTION El A.F.G.
3. CONTRACTOR SHALL PROVIDE MINIMUM OF TWO 2 PER DSW-24-120-G16.5F-27/325-DSRG-5TK-22' POLE AT HOURS TRAINING TO CITY STAFF ON HOW PANEL Am 22' DECORATIVE L.E.D. OVERHEAD LE.D. OVERHEAD LAMP- LED PRIMUS LIGHTING +/_ � _ FINISH GRADE OPERATES. LightLEEDer 4-6A Panel STRING LIGHTS AT 24 ON CENTER W/ ROUND SHADE, 22 2700K 120 23'-0" Li=11 I�I-Iir=11 n 0 11=w--III-Ll=lll g ® INTEGRAL MOUNTING CABLE AND DIMMING DRIVER 5 Tf(=I(-iTf=TIT ITI=ITI 11I- I- TOTAL ❑ A.F.G. 1 „T = = Enclosure •Dimensions , = 20 RAISED
.OVERHEAD STRING LIGHT SUPPORT POLE BFPC-RSA-7-5F18-TXRST-BCCOR1827-5 Details 1SP ON RAISED COLUMN PACIFIC SURFACE TO LIGHTING TOP OF
- ANCHOR BOLTS, PER B v STANDARDS ElCOLUMN -2• a MANUFACTURER
1 c� D E F DS-LED-E -WFL-A7-XXX-12-C/M62-XXX 4"L.E.D. TRELLIS FIXTURE W/ REMOTE DIMMING SURFACE 3 20 LED 120 BK LIGHTING /BC1-XXXTRE20 TO M o "C" Depth ® DRIVER 4000K TREWS -2. s CONCRETE BASE 2500 LBS ° 0 20 yj1 , : 028 DAYS Hugh Voltage Low Voltage High Voltage PO 1 3 5 \-- i vy NOTES: - \ -' '-i ELECTRICAL CONDUIT *o' o i1 71 ,# s 1,-- -• o 01 COLOR BY ARCHITECT 16" HI (C o o
/ / ACE MANUFACTURING METALS LTD. #APR-C2HH-BB El DEPTH AND ANGLE DURING INSTALLATION FOR BEST COVERAGE "'
H. D C ❑3 AIM FOR BEST COVERAGE AFTER INSTALLATION ° _ °
DOUBLE SIDED POWER PEDESTAL DETAIL
SCALE p gg., . Gpi. : ® COLOR AND FINSH BY ARCHITECT N.T.S. �� o o ° ° D ❑ PROVIDE ALL REQUIRED JUNCTION BOXES, CONNECTION ACCESSORIES AND 10 0 .°I 1° 0 d MOUNTING ACCESSORIES no° ,. ;(� �� - © PROVIDE ALL REQUIRED JUNCTION BOXES, CONNECTION ACCESSORIES, o r -O �Q �63 ;EL
o o MOUNTING ACCESSORIES, REMOTE POWER SUPPLY ENCLOSURES AND A d Eli _ ,; i( �: RACEWAYS
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Panel Size
4 11.0 14.0 6.0 N/A 9.6 4.2 5.6 5.2 0.5 I8-16 20.0 20.0 6.0 4.6 10.5 4.6 8.0 4.5 2.4 I 24-32 29.0 20.0 6.0 4.6 10.5 4.6 8.0 18.5 2.3 40-48 38.0 20.0 6.0 4.6 10.5 4.6 8.0 27.6 2.3 4 56-64 48.0 20.0 6.0 4.6 10.5 4.6 8.0 36.7 3.2 Dimensions in Inches
INTELLIGENT LIGHTING CONTROLS, INC. Electrical Engineering&Consulting Engineering Inc.
DIGITAL LIGHTING CONTROL PANEL
': 1 (1) LL-16-S-R40-1-10-2-LS1DM-LLDMX-LSPSC-OUT e g g (3) R40-1E
r, (2) LSLVD-4-500 d>' 8048 Palm Ave Know what's below. (1) LSPS-C4-OUT-1-R �„j Highland.Ca. N E INTELLIGENT LIGHTING CONTROLS, INC. 9z346 * Call before you dig. 909 864 0223 www.ilc-usa.com 1-800-922-8004
PD0016 Rev A Fax 909 864-0280 o •• [email protected]
T CONTROL PANEL SCALE LIGH INGCO ROL N.T.S. @J.-NI 21 tD ND. 202A- ?2.
DRAWN BY: PROJECT NO.
BENCH MARK NO. REVISIONS PLANS PREPARED BY APPROVED BY:
LOCATION: - MARK DATE INITIAL DESCRIPTION DATE APP'VD Q ESSj CITY O F UPLAND S2S3c; 44Q1, J Rpco( DESIGNED BY: GPD /1.420P‘eiP•a- ll / "2-r SHEET
ARCHITERRA
PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA _
0.,„ ,5 CHECKED BY: R.C.Evs-lot.
^ ,� .1 .9/30/24 JRCE 2.1
DESIGN GROUP � `� f�fCTR1�P� ti* RECOMMENDED BY: RECOMMENDED BY: LIGHTING FIXTURE SCHEDULE AND DIGITAL LIGHT CONTROL PANEL OF 6 SHEETS EM ' " " r :_ _♦ '9� ' RECOMMENDED BY: % DRAWING NO. 10221-A TRADEMARKST.,RANCH000CAMONGA, y OF CAIA DETAILS CALIFORNIA 91730 PH:(909)484-2800 _ ASIP
ELEV. ` � ENGINEERING STAFF - ND D V:LOOPPMENT&TRA •ORTATION
I
NEMA 3R 4S JUNCTION LIGHT FIXTURE NEMA 3R 4S JUNCTION LIGHT FIXTURE A ,, rg. BOX 2" NEMA 3R BOX 2" NEMA 3R / \ EXTENSION RING TOP OF TRELLIS EXTENSION RING �1 6" O, ,eticii......mt),
��— 'DRILL 1/2 DIA. HOLE AND ■ PROVIDE GALVANIZED 1/2"x m \ Mil \ ) 6" THREADED MOUNTING
HOOK W/ WASHER AND
LOCK NUT
-
ADJUSTABLE KNUCKLE
CROSS SUPPORT BEAM
- 3/4" THREADED MOUNT FLUSH W/ ()) k() NIPPLE FOR STRING LIGHT END VIEW BOTTOM OF TRUSS
JUNCTION BOX
SIDE VIEW
. COVERED TRELLIS LIGHT DETAIL SCALE N.T.S.N.T.S. w MONUMENT SIGNAGE UPLIGHT FIXTURE a ROUND FLUTED PER FIXTURE SCHEDULE ALUMINUM POLE W o a o 1 a.
N ----/ O Cj FINISH
GRADE z
III1I
,e 1/ I—III--
a
M III-1 I 1-111`"I AA — — I 111I p, Z / IIIII�IIIIIIIII �W IIIIIII�IIIi�ill1 W.P. IN I �'
_� - -I I I-I I H1 HANDHOLE
11-1
M lII— BOND GROUND CONDUCTOR p TO POLE. BUSH END FOOTING
NOTES: JIlL 1. CONTRACTOR SHALL INSTALL FIXTURE 3" -� !- . \�D DRY PACK GROUT COLUMN HANDHOLE DEEP INTO GRADE AT BASE BOND GROUND CONDUCTOR TO POLE.
2. CONTRACTOR SHALL ADJUST LEVELING AS ELECTRICAL CONDUIT � BUSH END W.P. HANDHOLD REQUIRED IN FIELD FOR OPTIMUM BELOWLECTGRADE.
COVERAGE OF MURAL WALL _
BOLT COVER II DECORATIVE COLUMN. REFER/ FINISHED SCALE II TO LANDSCAPE CONCRETE OR MURAL U P LIGHT L,. FOR DETAILS AND TURF N.T.S. STRUCTURAL DRAWINGS FOR
DIRECT ll CONCRETE, REBAR AND .,
20" / BURIAL
/ POLE REQUIREMENTS UPLIGHT FIXTURE 2"MIN _ _ _ _ PER FIXTURE SCHEDULE �� _ _ _
DRY PACK W/ GROUT
4" 12" 4" I I-1 I I=1 • I I I-I I l I I i I —I 1-111=111 AS REQUIRED / / / / .I' ,�_1 1_1 �_ _1 _1 1_ _1 1_� 1`, II _� 1_��_ DECORATIVE COLUMN. REFER TO LANDSCAPE a _ II • 11=1FINISHED z - R _ FOR DETAILS AND STRUCTURAL DRAWINGS FOR FINISH GRADE I I -��_ - _��_� I GRADE M I �_� II / CONCRETE, REBAR AND ANCHOR DEPTH MOUNT FLUSH WITH - I —I 'I • I III- =I I I I-I (- REQUIREMENTS ADJACENT CONCRETE _ -•• =
'•. ` • I _ = CONTRACTOR SHALL COMPACT ANCHOR BOLTS - izN.
=-,, -, . . �i ' I' - - �r AROUND POLE BASE IN CONTINUOUS PER MANUFACTURER • FINISHED CONCRETE III " I=I I=1111 .'' 1- _ I 1 -11 CONTRACTOR SHALL COMPACT - .•:--LAYERS OF NOT MORE THEN 6" -111-111-111=1 ' I= - NAROUND POLE BASE IN CONTINUOUS ' 1-111-I 1 1-1 1 1 . '. `E111- 1=1 =i LAYERS OF NOT MORE THEN 6" COMPACTED DEPTH WITH NATIVE I=1 I- : ) 1= 1 III-I SOIL (FREE OF LARGE ROCKS, • 00 1-I -1I1 - - COMPACTED DEPTH WITH NATIVE PAVING MATERIALS CINDERS z N - 1- 1-1 1= 1= SOIL (FREE OF LARGE ROCKS '
LARGE/SHARPLY ANGULAR
-III-I _=1 I I-I 1 1 / —I Y r r r Y;, 'T,4'1'•7.9,.:i 1- PAVING MATERIALS, CINDERS, SUBSTANCES OR CORROSIVE _1 I =I I= =I I =III= 3 `t= = = UNFORMED CONCRETE. • } v
� .Iilili� r�Iy1yI:Iy-I: -
LARGE/SHARPLY ANGULAR MATERIALS AND IMPORTED I . Y-LY-LY-�Y..Y a ;y� Y;iY:.�r•-iY LT I N N N -III=� -I I=I N ' •�--�-�'�=�'� ��'"-�'-�-�-�' 20 x 20 x 8 DEEP SUBSTANCES OR CORROSIVE i .r."z*.r;.r*.r"Y.�+, r.r�'_.r.z�'t 1 I=I I �_ - - :=� I =I 1 .._- �y._.3 i i�'3r i i=1 2500 P.S.I. 0 28 DAYS _T j.ortai._Y_Y_= MATERIALS AND IMPORTED SAND/GRAVEL TO THE REQUIRED III— • —III_ : :0.I:4-Ii.:0 :.I:.iotoP-o-T.,:. .. _ _ Trt tst..r.,0 ....y`T rr' 00, SAND/GRAVEL TO THE REQUIRED DENSITY OF NINETY PERCENT (90%). cc) !!_!!!! !....i.- ! THE CONTRACTOR SHALL ATTAIN THE -�/ DENSITY OF NINETY PERCENT (90%). 24" / THE CONTRACTOR SHALL ATTAIN THE MAINTAINING THE OPTIMUM SPECIFIED COMPACTION DENSITY
MOSSTURE
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ELEV. ENGINEERING STAFF LAND OP T&TRA PORTATION - Page 276 of 379 I
1 00 52 13— CONTRACT FOR CONSTRUCTION
This Contract for Construction ("Contract"), No. is made and entered into this_12_day of January 2026 by and between the CITY OF UPLAND, with its principal place of business at 460 N. Euclid Avenue, Upland, California 91786 sometimes hereinafter called the "City" and RCCI dba Ramirez Company_, sometimes hereinafter called "Contractor."
WITNESSETH: That the parties hereto have mutually covenanted and agreed, and by these presents do covenant and agree with each other as follows:
ARTICLE 1. SCOPE OF WORK.
The Contractor shall perform all Work within the time stipulated in the Contract, and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5, below, for the following Project:
PROJECT NO. 82338
BID NO. 2025-04
TOM THOMAS MAGNOLIA PLAZA
The contractor is an independent contractor and not an agent of the City. The Contractor and its surety shall be liable to the City for any damages arising as a result of the Contractor's failure to comply with this obligation.
ARTICLE 2. TIME FOR COMPLETION.
Time is of the essence in the performance of the Work. The Work shall be commenced on the date stated in the City's Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 240 calendar days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.
ARTICLE 3. CONTRACT PRICE.
The City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of One Million Six Hundred Thirty Thousand Seven Hundred Twenty-Two and 10/100_Dollars ($_1,630,722.10_). Payment shall be made as set forth in the General Conditions. The City will pay to Contractor compensation based upon the prices set forth in the Bid Schedule.
ARTICLE 4. LIQUIDATED DAMAGES.
Contractor acknowledges that the City will sustain actual damages for each and every Day completion of the Project is delayed beyond the Contract Time. Because of the nature of the Project, it would be impracticable or extremely difficult to determine the City's actual damages.
Accordingly, in accordance with Government Code section 53069.85, it is agreed that the
Contractor will pay the City the sum of$250 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, the Contractor agrees the City may deduct that amount from any money due or that may become due the Contractor under the Contract. This Section does not exclude recovery of other damages specified in the Contract Documents. Liquidated damages may be deducted from progress payments due Contractor, Project retention or may be collected directly from Contractor, or from Contractor's surety. These provisions for liquidated damages shall not prevent the City, in case of Contractor's default, from terminating the Contractor.
Consistent with Public Contract Code Section 7102, Contractor will be compensated for damages incurred due to delays for which the City is responsible. The parties agree that determining Contractor's exact delay damages is and will continue to be impracticable and extremely difficult.
As such, for each calendar day in excess of the Contract Time, the City shall pay to the Contractor $250 per day as Reverse Liquidated Damages and not as a penalty or forfeiture. Such amount shall constitute the only payment allowed for any City caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays. Notice of requests for delay damages and additional days shall be provided to the City within five (5) Days from the discovery of the circumstances giving rise to any delay or three (3) Days from the discovery of any latent or subsurface conditions giving rise to a delay.
ARTICLE 5. COMPONENT PARTS OF THE CONTRACT.
The "Contract Documents" include the following:
Notice Inviting Bids
Instructions to Bidders
Bid Forms
Bid Acknowledgement
Bid Schedule
Bid Guarantee
Designation of Subcontractors
Information Required of Bidders
Non-Collusion Declaration Form
Iran Contracting Act Certification
Public Works Contractor DIR Registration Certification
Performance Bond
Payment (Labor and Materials) Bond
Contract for Construction
General Conditions
Special Conditions
Specifications
Addenda
Construction Plans and Drawings
Standard Specifications for Public Works Construction "Greenbook", 2018 edition, Except Sections 1-9
Applicable Local Agency Standards and Specifications, as last revised Reference Specifications
Approved and fully executed Change Orders
Permits
Any other documents contained in or incorporated into the Contract The Contractor shall complete the Work in strict accordance with all of the Contract Documents.
All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. In the event of conflict, the various Contract Documents will be given effect in the order set forth in the General Conditions. This Contract shall supersede any prior agreement of the parties.
ARTICLE 6. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE.
Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work.
ARTICLE 7. INDEMNIFICATION.
Contractor shall provide indemnification and defense as set forth in the General Conditions.
ARTICLE 8. PREVAILING WAGES.
Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at the City's Office or may be obtained online at http://www.dir.ca.gov and which must be posted at the job site.
ARTICLE 9. FALSE CLAIMS.
Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that the False Claims Act, California Government Code sections 12650, et seq., provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include within their scope false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. In the event the City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorneys' fees. Contractor hereby acknowledges that the filing of a false claim may the Contractor to an administrative debarment proceeding wherein Contractor may be prevented from further bidding on public contracts for a period of up to five (5) years. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.
CITY OF UPLAND
RCCI DBA RAMIREZ COMPANY
[IF CORPORATION, TWO SIGNATURES,
By: PRESENT OR VICE PRESIDENT AND
Michael Blay, City Manager SECRETARY OR TREASURER REQUIRED] By:
ATTEST:
Its:
By:
Keri Johnson, City Clerk Printed
Name:
[SECONDARY SIGNATURE LINE IF
APPROVED AS TO FORM: APPLICABLE]
By:
By: Its:
Stephen Deitsch
City Attorney
Printed
Name:
Contractor's License Number and
Classification
DIR Registration Number
(CONTRACTOR'S SIGNATURE MUST BE
NOTARIZED AND CORPORATE
SEAL AFFIXED, IF APPLICABLE)
END OF CONTRACT
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
I General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
❑ Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
of °pt
6.1 CITY OF UPLAND
•
BUDGET AMENDMENT
9t7F00
Date: 2/9/2026 Fiscal Year: FY25-26
Requested by: Charles Kwon Amount: $ 73,887.00 Dept/Div: Finance Description: 2/9/2026 Council Meeting Tom Thomas Magnolia Plaza Project
EXPENDITURES
Proposed
Account Number Dept/Account Description Adopted Budget Current Budget Amendment Amended Budget 2407500-5258-22201 Torres 2023 Grant - 266,000.00 (266,000.00) 2407500-5540-32337 Torres 2023 Grant - 69,823.00 (69,823.00) 2407500-5540-82338 Torres 2023 Grant - - 335,823.00 335,823.00 4217500-5540-82338 Quimby Funds 874,620.00 909,930.00 73,887.00 983,817.00 Total 874,620.00 1,245,753.00 73,887.00 1,319,640.00
REVENUES
Proposed
Account Number Account Description Adopted Budget Current Budget Amendment Amended Budget Total - - -
Fiscal Impact 73,887.00
REASON/JUSTIFICATION (Please be specific)
❑ Reallocation of maintenance&operations to cover actual expense/encumbrances ❑ Estimated revenue adjustment for donations/other sources of revenue ❑ Appropriation line item adjustment to match funds received by grant, donations of other sources (deposit) ❑ Emergency purpose:
Description of Expense:
El Other- Explain:
CONSIDER AWARD OF BID FOR THE TOM THOMAS MAGNOLIA PLAZA PROJECT(BID 2025-04) This request is directly related to:
❑ Purchase Requisition No. Vendor:
El Council Meeting action: 2/9/2026 (Attach copy of minutes) Increase Purchase Order# OR Requisition #
APPROVALS
Dept Head Approval: Date:
Finance Officer: Date:
Funds Available? ❑Yes ❑No
o Approved ❑ Denied
City Manager*: Date:
*Not required if approved by City Council
Comment:
Finance Division Only:
BA#: 08266048 Help Ticket#: N/A
Journal #: Initial/Date:
Revised:3/2024 Page 282/Lvfo3798 PM
CITY OF UPLAND
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CONTRACT DOCUMENTS FOR
TOM THOMAS MAGNOLIA PLAZA
PROJECT NO. 82338
BID NO. 2025-04
CITY OF UPLAND
Development Services Department
460 N. Euclid Avenue
Upland, CA 91786
Reviewed:
Issue Date: October 10, 2025 Principal Engineer, Alan French, PE, PLS Due Date: November 17, 2025 3:00 PM Date: October 10, 2025 -i-
SECTION 01000
MOBILIZATION
PART 1 -GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Mobilization and De-Mobilization Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Preparatory operations including, but not limited to those efforts necessary for the movement of personnel, equipment, supplies, and incidentals to the Work site;
• All other operations which must be performed or costs incurred prior to beginning Work on the site; • Provision of Temporary Toilets;
• All operations necessary for De-Mobilization Work; • Provision and installation of Construction Fence per General Conditions; • Provision of Construction Office;
• Provision of office equipment including copy machine and plan files; • Provision of temporary utilities;
• Secure all required permits;
• Obtain temporary construction water& electrical service; • Submittals per General Conditions, Article 5.22
1.02 RELATED WORK:
Bonds Section 00 61 13
Proposed Substitutions General Conditions, Article 6.4 Liability Insurance General Conditions, Article 4.2
Workers' Compensation Insurance General Conditions, Article 4.2
1.03 SUBMITTALS: As a part of mobilization, all submittals as specified in various individual Sections of the Specifications shall be forwarded to the City Representative in the format specified in Technical Specifications.
See General Conditions,Article 5.22.Submittals shall include all Materials Lists, Catalog Cuts, Shop Drawings, material and color samples, and Construction Schedule, all as specified.
PART 2 - MATERIALS
2.01 TEMPORARY UTILITIES:The permanent potable domestic water meter is already in place and available for use on the Project. Contractor shall furnish temporary water(if need exceeds safe rate of flow through existing water meter),and power complete with connecting piping,wiring, lamps,meters and similar equipment as required for the Work. Install, maintain,and remove temporary lines upon completion of the Work.All expenses in connection with temporary services and facilities shall be paid for by Contractor.
2.02 TEMPORARY TOILETS:Contractor shall install and maintain in a sanitary condition suitable toilets for the use of workers. Toilets shall be portable and shall be removed from the job site at the end of the contract period just prior to Final Acceptance.There shall be a minimum of one(1)toilet for each multiple of twenty(20)Contractor's employees or fractional part thereof working at the job site. Portable toilets shall be maintained in a neat, clean and sanitary condition throughout the contract period.
2.03 CONSTRUCTION OFFICE: Contractor shall provide and maintain a watertight construction office on the premises,where directed,for Contractor's own and subcontractors'use.The Construction Office building/trailer shall be heated, provided with operating windows, doors with locks, tables, chairs, racks for drawings, and file drawers and restroom. This office shall have a minimum floor space of 120 square feet.
2.04 TEMPORARY TELEPHONE: Contractor shall provide at Contractor's own expense a non-pay telephone for the use of Contractor and subcontractors, as well as for the use of A/E and the City Representative.The A/E's and City's use will be for local calls only, or for toll calls with all charges reversed.
SECTION 01000
MOBILIZATION
2.05 OFFICE EQUIPMENT:Contractor shall furnish and maintain necessary office equipment, including a plan"stick file", copy machine and a fax phone. The cost for use of office equipment for the duration of the Project shall be borne by Contractor.
PART 3 - EXECUTION
3.01 GENERAL:
A. Payment: Payment for mobilization will be at the lump sum price bid for mobilization. Payment shall include full compensation for furnishing all labor, materials,tools, equipment and incidentals, and for doing all the Mobilization and De-Mobilization Work as herein specified.The 5%retention shall apply to all Mobilization and De-Mobilization Work.
B. Work Yard Site Plan:Contractor shall submit a site plan sketch of Contractor's planned Construction Office and work yard showing their proposed on-site location(s) for the review and approval of the City Representative.
3.02 CLEAN-UP: Contractor shall provide trash receptacles for collecting debris,shall remove debris from the job site at regular intervals, not less than weekly, and shall dispose of same off-site in a legal manner.
END OF SECTION
SECTION 01000
MOBILIZATION
SECTION 01240
CONTRACTOR'S REQUEST FOR INFORMATION (RFI's)
PART 1 - GENERAL
1.01 DEFINITIONS:
A. Request for Information:
1. Definition: A document submitted by Contractor to request clarification of a portion of the Contract Documents, hereinafter referred to as RFI.
2. Requirements:A properly prepared RFI shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested. a. Drawings shall be identified by drawing number and location on the sheet. b. Specifications shall be identified by Section number, page and paragraph.
B. Improper RFI:
1. Definition: An RFI that is not properly prepared.
2. Handling: Improper RFI's will be returned marked "Not Reviewed" with a notation of why they are deemed improper.
C. Frivolous RFI:
1. Definition: An RFI that requests information that is clearly shown on the Contract Documents.
2. Handling: Frivolous RFI's will be returned marked "Not Reviewed" with a notation of why they are deemed frivolous.
1.02 CONTRACTOR'S RFI:
A. When Contractor is unable to determine from the Contract Documents the material, process or system to be installed, an informal clarification shall be requested of the Architect at the next appropriate project meeting, so that when possible a response can be provided and entered into the meeting minutes.When such informal clarification is not possible due to its complexity, or when due to the urgency of the issue clarification cannot wait until the next project meeting, Contractor shall prepare and submit an RFI.
B. Contractor shall endeavor to keep the number of RFI's to a minimum. In the event that the Architect determines the process has become unwieldy due either to the number and/or the frequency of RFI's,the City Representative may require Contractor to abandon the process and submit future requests either as submittals, substitutions or requests for change.
C. RFI's shall be submitted on a form acceptable to the Architect. Forms shall be completely filled in and shall be fully legible when photocopied and/or transmitted. Each page of attachments to RFI's shall bear the RFI number.
D. RFI's shall be originated by Contractor:
1. RFI's from subcontractors or material suppliers shall be submitted through, reviewed and signed by Contractor prior to submittal to City.
2. RFI's sent by subcontractor directly to the Architect or to Architect's consultants will not be accepted and will be returned unanswered.
E. Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFI's which request information available in the Contract Documents will either be deemed "improper" or"frivolous" as noted above.
SECTION 01240
CONTRACTOR'S REQUEST FOR INFORMATION
F. In cases where RFI's are submitted to request clarification of coordination issues, for example pipe and duct routing,clearances,specific locations of work shown diagrammatically,and similar issues,Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit same with the RFI. RFI's which fail to include a suggested solution will be returned unanswered with the notation that Contractor is to submit a complete RFI.
G. RFI's shall not be used for any of the following purposes:
1. To request approval of submittals;
2. To request approval of substitutions;
3. To request changes which entail additional cost or credit;
4. To request changes which entail change in time of completion; or,
5. To request different methods of performing work than those drawn and specified.
H. In the event Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the Work indicated by the RFI until a change order is prepared and approved. RFI's alone shall not justify a cost increase in the Work or a change in the project schedule.All such changes must be via official change orders.
I. Contractor shall prepare and maintain a log of RFI's, and, at any time requested by the Architect, shall furnish copies of the log showing outstanding RFI's. Contractor shall note unanswered RFI's in the log.
J. Contractor shall allow up to 14 calendar days for review and response time for RFI's from the date of receipt by the City. However, the Architect will endeavor to respond in a timely fashion to all RFI's.
1.03 ARCHITECT'S RESPONSE TO RFI'S: Architect will respond to each RFI in one of the following ways:
A. Properly prepared RFI's:
1. Architect's Supplemental Instruction;
2. Request for Cost Proposal;
3. Instruction Bulletin; or,
4. Architect may opt to retain RFI's for discussion during regularly scheduled project meetings for inclusion of responses in meeting minutes in lieu of separate written response in another form.
B. Improper or Frivolous RFI's:
1. Notification of Processing Fees(s).
2. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed.
C. Answers to properly prepared RFI's will be made separately in writing, not upon the RFI form.
PART 2 - MATERIALS (Not Applicable).
PART 3 - EXECUTION (Not Applicable).
END OF SECTION
SECTION 01240
CONTRACTOR'S REQUEST FOR INFORMATION
SECTION 02110
CLEAR, GRUB, DEMOLITION AND SALVAGE
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Clear, Grub, Demolition and Salvage Work as shown on the Plans and as described in the Specifications including,but not necessarily limited to,the following:
• Protection of all trees not designated for removal; • Clearing and grubbing of vegetation from work area as necessary to accomplish scope of work; • Saw-cutting, removal and disposal of all pavement designated on the Plans for removal; • Salvage of various site furnishings and equipment and deliver to City yard; • Demolition of existing structures, such as concrete paving, asphalt paving, rock paving, base materials, below grade concrete footings, utilities,catch basins,existing walls, irrigation equipment, site furnishings, and other items as noted on the Plans. Includes termination/capping of existing service utilities as noted; • Furnishing,developing,applying and providing dust control watering equipment as required for the project; • Removal and disposal of all deleterious materials not specifically mentioned herein which may be found within the Work Limits;
• Coordination with Work of other Sections;
• Clean-up.
1.02 DEFINITIONS
A. Demolish: Completely remove and legally dispose of off-site.
B. Recycle: Recovery of demolition waste for subsequent processing in preparation for reuse.
C. Salvage: Carefully detach from existing construction, in a manner to prevent damage, and store in a secured location until ready for installation on site. Include fasteners or brackets needed for re-attachment elsewhere. Memorial items that may require some disassembly shall be carefully coordinated with City representative.
1.03 RELATED WORK:
Grading: Section 02210
Planting: Section 02480
Irrigation: Section 02441
1.04 RESPONSIBILITY AND COORDINATION: Contractor shall secure and maintain all required permits and licenses, and pay all fees necessary to legally complete the Work of this Section.
Contractor shall notify utility companies for all utilities to be cut off, modified or relocated,and shall maintain and protect all active utilities.
Contractor shall coordinate all ASSA lock cylinder salvage work with Adair Safe&Lock company and shall provide signed receipts to the Park and Recreation Department to document the number and types of ASSA high security lock cylinders salvaged for future use in the City's park system.
Contractor shall coordinate all Work with the Park and Recreation Department in an effort to avoid any conflicts with the recreation programming and parks maintenance schedules.
1.05 PROTECTION AND SAFETY: Contractor shall provide signs in necessary places to exclude persons, except those connected with the Work, from entering the working area. Contractor is responsible for preventing unauthorized persons from entering the work area.
Contractor shall protect the Project site and adjacent properties from dirty water, mud and water accumulated due to Contractor's operations and from rainfall runoff or water that enters the Project site from any other source.
SECTION 02110
CLEAR, GRUB, DEMOLITION AND SALVAGE
It is not expected that hazardous materials will be encountered in the Work. However, it materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and City. Any hazardous materials will be removed by City under a separate contract.
PART 2 - MATERIALS - Not applicable.
PART 3 - EXECUTION
3.01 GENERAL REMOVAL WORK: Removal Work shall be carefully done to avoid damage to all existing facilities not designated for removal. When removing concrete pavement adjacent to concrete pavement designated to remain, contractor shall double saw-cut and carefully hand trim to the second saw-cut line to avoid damage to portions designated to remain.
3.02 SITE CLEARANCE AND DISPOSAL:
A. Site Clearing: Clear the sites to be improved of grass, trees (including root balls), shrubs, weed growth, rubbish and debris,and existing asphaltic concrete pavement,concrete slabs,etc.,that are to be removed for construction of the improvements shown on the Plans. Roots three inches in diameter and larger, rocks and broken masonry larger than four inches in the greatest dimension,and irrigation lines shall be removed to a minimum depth of 12" below finished grade.
B. Disposal: All deleterious materials shall be disposed of off the site in a legal manner by Contractor, who shall make all necessary arrangements and pay all related costs.
3.03 UTILITIES: All known underground utilities are noted on the Plans.
A. Utilities to be Inactivated or Abandoned: Utilities that are to be inactivated or abandoned shall be disconnected, removed, and plugged or capped subject to local governing ordinances. All electrical conductors are to be removed from conduit runs to be abandoned.
B. Existing Inactive/Abandoned Utilities: All miscellaneous inactive underground facilities (e.g., drainage devices, secondary water lines, cables, abandoned oil and water lines, leaching fields, irrigation pipes, wiring, etc.), located 12 inches or more below finish grade may be abandoned in place or removed as necessary for proper completion of the Work.
C. Utilities to be Protected: All miscellaneous active underground facilities that are encountered during the Work, whether shown on the Plans or not, shall be protected.
D. Utilities Not Shown: If Contractor encounters any existing underground utilities not shown on the Plans, Contractor shall at once notify the City Inspector who will determine further procedure.
3.04 SALVAGE: The following items shall be salvaged from the project site for re-use on site.
A. Existing site boulders: Existing rock boulders, noted on plans, shall be salvaged by the Contractor and stockpiled for reinstallation at new locations as indicated on plans.
3.05 DEBRIS BURNING: Burning of debris is NOT permitted.
3.06DUST CONTROL: Dust shall be kept to a minimum for the duration of the Contract period, especially during the site clearing operations, by means of wetting the site or other approved method. After all site clear and grub operations are complete,wash down all existing sidewalks and roadways on and off the site that have become soiled due to Contractor's operations.
END OF SECTION
SECTION 02110
CLEAR, GRUB, DEMOLITION AND SALVAGE
SECTION 02210
GRADING, TRENCHING, BACKFILL & COMPACTION
PART 1 - GENERAL
1.01 STANDARD SPECIFICATIONS:The provisions of the"Standard Specifications for Public Works Construction" shall apply except as modified herein.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Grading,Trenching,Backfill&Compaction Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Rough grading as shown on the plans, including cut, fill, backfill and backfill compaction; • Preparation of subgrade for all walkways, slabs and other facilities including any over-excavation and re- compaction as may be required per the Structural Soils Report; • Trenching, backfill &compaction;
• Excavation Safety;
• CU-Structural Soil import;
• Soil compaction as required;
• Soil testing as required;
• Coordination with Work of other Sections;
• Clean-up; and,
• Erosion Repairs, Guarantees and Warranty Work.
1.03 RELATED WORK SPECIFIED ELSEWHERE:
Site Clear and Grub Section 02110 Clear, Grub, Demo, & Salvage Placement of all mechanical,
plumbing, irrigation, drainage,
electrical, or other underground,
work within trenches dug under
this section Technical Sections as Appropriate
Finish Grading in Landscaped Areas Section 02480 Planting
1.04 QUALITY ASSURANCE:
A. Other Requirements: All Work of this Section shall comply with the requirements of the following:
1. The Grading Code of the City of Upland.
2. The Soils Engineering Investigation Reports for the site prepared by Soils Engineer B. Tests and Inspections:
1. All Work in this Section shall be subject to the observation and testing as required by the Soils Engineer selected by City. The Soils Engineer will submit a compaction report to the City Representative certifying Contractor's compliance with the Plans, Specifications, Soils Reports and City Grading Ordinance in placing all fills and backfills. The Soils Engineer will conduct all specified tests to insure compliance.The Soils Engineer will also test, identify and make recommendations on borrow site fill materials as specified in this Section.
2. The number and location of soils tests shall be at the discretion of the Soils Engineer to assure uniformity and shall be at least one test per two vertical feet of fill, but not less than one test per 500 cubic yards, all as approved by the City Representative.
3. The costs of services of the Soils Engineer for specified field density and maximum density tests, compaction reports and certificates of compliance, will be borne by City except that additional tests and re-compactions made necessary by inadequate compaction, inadequate materials provided by Contractor, or inaccurate excavations shall be paid for by Contractor.
1.05 WATER: See Special Provisions, Article 1.20 Construction Water regarding temporary construction water.
Grading
Section 02210
1.06 JOB CONDITIONS:
A. Protection of Existing Items:
1. Contractor shall furnish, place and maintain all shoring and bracing as may be required for protection of existing structures and utility services during execution of the Work.
2. All bench marks, monuments and other reference points shall remain undisturbed unless specifically directed otherwise by the City Inspector.
B. Coordination with Others:
1. Contractor shall give written notice to the City Representative, utility agencies, and other legal authorities prior to starting Work.
2. Contractor shall coordinate Contractor's operations with other trades, utility agencies, and other affected public departments to assure continuity for both access and service of all utility service distribution lines, in conformance with applicable requirements of these organizations. No services to any property shall be impeded.
C. Abandoned and Unknown Utilities:
1. Abandoned lines, meters and boxes,obstructions or piping,shall be removed, plugged,or capped in accordance with the requirements and approval of the agencies affected, or as directed by the Park Projects Inspector. Coordinate all such Work with applicable mechanical or electrical trade having responsibility. Remove all abandoned utility lines, pipes, or conduits, to a point outside new construction lines.
2. Where unmarked utility lines or other underground obstructions or piping are uncovered within the Work area, notify the agencies or service utility companies having jurisdiction and take necessary measures to prevent interruption of service. If such lines or services become damaged, broken, or interrupted due to Contractor's negligence,such damaged services shall be repaired immediately by the party designated by the utility owner, at Contractor's expense. If an unmarked utility is damaged other than through the negligence of Contractor, Contractor's responsibility is limited to providing immediate and proper notification of the damage to the utility owner so that repairs can be made.
Contractor shall cooperate with the utility owner and provide access for repair work.
PART 2 - MATERIALS
2.01 FILL MATERIAL:
A. Required Approval:All fill material must be approved by the Soils Engineer and the City Representative.
B. On-site Material: On-site excavated materials may be used for fill as approved by the Soils Engineer and the City Representative.
2.02 GRANULAR BEDDING MATERIAL:Where called for on the Plans,granular bedding material shall be crushed stone or pea gravel conforming to the following grading:
Sieve Size % Passing
3/4" 100
1/2" 95
#4 5
2.03 IMPORT:
A. Landscape Fills: All import soil used for fill in landscape areas shall be Class 'A' topsoil per Standard Specifications, Section 212-1.1 Top Soil, General.
B. Structural Fills:All import soil used solely for structural fill shall be non-expansive, predominantly granular material free from organic contaminants, and capable of attaining the required compacted densities.
Grading
Section 02210
C. CU-Structural Soil: CU-Soil" is a proprietary material patented by Cornell University (US Patent #5,849,069)and marketed under the registered trademark, CU-Structural Soil®. Only licensed companies are authorized to produce this material, meeting the specifications described in this text. For a list of licensed CU-Soils" producers, call AMEREQ, INC. at 800-832-8788.
D. Approved Samples:Samples of all import soil,as obtained , must be approved by the City Representative prior to start of import of soil to the Project site. Submit from licensed producer,1/2 cubic foot representative sample of clay loam, one cubic foot representative sample of crushed stone, and one cubic foot representative sample of CU- Structural Soil° mix for approval. The soil mix shall be compliant with the gradation specifications for CU-Structural Soil as indicated by the manufacturer.
PART 3 - EXECUTION
3.01 GENERAL:
A. Work Sequence:All demolition,clearing and grubbing of objectionable materials must be completed to the satisfaction of the City Representative before starting any earthwork grading and excavation. All existing site improvements and plant material not designated for removal, or salvage, shall be protected in place.
B. Survey: General Conditions, Article 5.25 Layout and Field Engineering regarding responsibility for provision of all survey services as necessary for horizontal and vertical control points, layouts, lines and levels, and staking of the Work. Protect all bench marks and survey control points.
C. Unknown Utilities and Structures: In the event unknown utility lines, vaults, ducts or other underground structures of any sort are discovered during excavation that are not shown on the Plans,immediately notify the City Representative, and take measures as necessary to protect such utilities and structures from damage.
3.02 ROUGH GRADING:
A. Conformance with Plans: Rough grading of the site shall be completed in accordance with indicated contours, elevations, and limit lines shown on the Plans and shall allow for the depths of slabs, paving, sub-base, topsoil, and controlled fills.
B. Grading Tolerances:
1. Sub-grades to receive slabs and pavements shall be graded to a tolerance of plus or minus one-half 1/2 inch and shall be compacted as specified below in Sub-section 3.04 CONTROLLED FILL, paragraph G. Relative Compaction Requirements, sub-paragraph 1. Slabs & Pavement Subqrades.
2. Tolerance for rough grading in all other areas is 1/10th of a foot.
3. In all areas, appearance and positive drainage will be factors in the acceptability of grades.
C. Compacted Lifts: Graded material shall not be left in loose layers, but shall be stockpiled for use in controlled fill or compacted in thin layers as grading takes place in accordance with the requirements for controlled fill.
D. Scarification: Shall be performed on all areas indicated to receive paving to depths as indicated in the soils report. In the absence of a soils report, scarification shall be to a minimum depth of six (6) inches or to a depth permitting twelve (12) inches of controlled fill whichever is greater.
E. Engineer's Approval: Contractor shall obtain the Soil Engineer's approval of all scarified surfaces prior to placement of fill.
Grading
Section 02210
3.03 CONTROLLED FILL:
A. Landscape Fills: The topmost 12" of fill in all landscape areas shall be topsoil.
B. Rocks: Rocks larger than two (2) inches in diameter shall be removed from all fills to be compacted.
C. Lifts: Fill material shall be spread in uniform lifts of six (6)to eight(8) inches of un-compacted thickness.
D. Moisture Content: Prior to starting compaction, the fill material shall be brought to optimum moisture content by spraying with water if too dry, and aeration if too wet.
E. Mixing: Thoroughly mix each lift to assure uniform distribution of water content.
F. Allow for Shrinkage & Subsidence: Bring fills to suitable elevations above required grades to provide for effects of shrinkage and settlement.
G. Relative Compaction Requirements:
1. Slabs&Pavement Subgrades: For all areas designated to receive slabs and pavement and within a perimeter five (5) feet outside these areas, each lift shall be compacted to a minimum of 90% of maximum density as determined by ASTM D1557-78.
2. Planting Areas: Where fill is required in planting areas each lift shall be compacted to a minimum of 85% maximum density.
3. Mechanical Equipment: Perform all compaction by suitable mechanical equipment and methods approved by the Soils Engineer.
H. Contractor's Responsibility: During the grading operations, inspection and field tests will be carried on by the Soils Engineer. However, Contractor is responsible to ensure obtaining the required degree of compaction and the proper moisture content.Where compaction of less than the specified percentage is found, additional compaction effort shall be made with adjustment of the moisture content as necessary until the minimum specified compaction is obtained.
1. Over-excavation Due to Unsuitable Materials: Excessively wet material,material in any soft or spongy spots, and material in standing water shall be over-excavated to such depth as directed by the Soils Engineer and replaced with suitable material, properly compacted, all at no additional cost to the City.
3.04 EXCAVATION: Contractor shall perform all necessary excavation work for footings and slabs and shall perform all additional excavation work necessary to provide ample room for the installation of concrete forms where required. The bottom of all excavations shall be level and free from loose material, and shall be brought to the indicated or required grades in undisturbed earth.All excavations shall be kept free of standing water.Contractor shall perform all pumping, draining, and dewatering as may be necessary to keep excavations free of standing water while carrying on the Work. Should excavations for footings, through error, be excavated to a greater depth or size than indicated or required,such additional depth or size shall be filled with concrete at Contractor's expense.
3.05 OPEN TRENCH OPERATIONS: Shall conform to Standard Specifications Section 306-1 Open Trench Operations, as modified by the following:
A. General: Add the following to Standard Specifications Section 306-1.1.1 General:
1. All excavation shall be made to the lines and grades shown on the Plans. Trenches shall come no closer than 1 foot to the toe of a gutter unless otherwise approved by the Project Inspector.
2. When the trench is close to an existing pole mounted light, catch basin, or other structure that is to remain, Contractor shall brace the adjacent structure as necessary to prevent dislocation of such structures. In the area of any such structures,the trench backfill shall be compacted to 95% to the full depth of the structure.
3. Ponding or jetting of backfill is not allowed unless specifically shown on the Plans.
B. Replacement of Surface Improvements: Add the following to Standard Specifications Section 306-1.1.5 Trench Resurfacing:
Grading
Section 02210
"Replacement of bituminous pavement and base material over trenches shall conform to Public Works Department Standard Drawing No. 453." C. Unsuitable Material: Add new subsection 306-1.1.7 as follows:
3.06-1.1.7 Unsuitable Material. The conditions and requirements for the determination and disposition of unsuitable material encountered during open trench operations shall be in accordance with Standard Specifications Section 300-2.2 Unsuitable Material.
D. Pipe Bedding: Unless otherwise shown on the Plans, pipe bedding shall conform to Public Works Department Standard Drawing No. 452, Case I.
E. Trench Backfill: Shall conform to Public Works Department Standard Drawing No. 453. and Standard Specifications Section 306-1.3 Backfill & Densification. Trench backfill shall be completed as soon as possible after the pipe has been installed, and in existing streets there shall be no more than 200 feet of open and/or uncompacted trench at the end of any calendar day. Contractor's operations shall be adequate to ensure 2-way traffic at all street intersections during all phases of construction.
F. Compaction of Backfill Over Utilities: Mechanical compaction of backfill using impact type pavement breakers (stompers)will not be permitted within the first 4 feet of backfill over Vitrified Clay Pipe (VCP).
Such backfill shall be compacted by other means. All trench backfill over underground utilities shall conform to the applicable Technical Specifications section for that utility.
G. Temporary Resurfacing:Shall be required only at times and locations during construction as determined by the City Representative. If required,payment for such temporary resurfacing shall be the stipulated price of $40 per ton of temporary resurfacing in place and shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary materials.
3.06 FOOTINGS: Footings may be poured against undisturbed soil if the Soils Engineer approves.
3.07 BACKFILLING:
A. Material: Select site material, free from large stones and clods, shall be used for backfill of trenches and excavations. All backfill material shall be as approved by the Soils Engineer.
B. Pre-Conditioning and Placement:
1. Layers of backfill shall be pre-conditioned by moistening with water, the amount of water is to be controlled to insure optimum moisture conditions for the type of fill material used. Excess water causing saturated earth beneath footings, walks, and curbs is unacceptable.
2. Backfill shall be deposited in layers of maximum six inch thickness.
3. Backfill shall be compacted by suitable means to a minimum relative compaction of 90%.
4. All trenches shall be backfilled in accordance with this Section,and may be tested at the discretion of the Engineer.
3.08 FINE GRADING: Fine grading, as specified under this Section, is a separate operation from finish grading as specified under Section 02480 Planting. Fine Grading Work is to commence upon completion of all trenching and backfill operations, and prior to soil preparation.
Upon completion of Fine Grading Work all areas shall slope to drain without water pockets or irregularities and shall conform to the intent of all Plans and Specifications after thorough settlement and compaction of the soil. Fine grading shall allow for Soil Preparation Work as specified under Section 02480 Planting, such that finish grades shall meet the elevations indicated on the Plans. Tolerance for fine grading is 1/4 inch, plus or minus. All corrections to the Grading Work required to obtain proper drainage and to bring it into conformance with the intent of the Plans and Specifications and City codes shall be performed by Contractor at no additional cost to City.
3.09 DUST AND NOISE ABATEMENT: During the entire construction period, site areas shall be kept sprinkled as necessary to reduce dust in the air and annoyance to surrounding properties.Adhere to the requirements of City ordinances for dust and noise control.
Grading
Section 02210
END OF SECTION
Grading
Section 02210
SECTION 02231
SITE PROTECTION OF VEGETATION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the protection of existing vegetation that interferes with, or is affected by, execution of the Work, whether temporary or permanent construction.
B. Related sections include the following:
1. Section 02110 "Clear, Grub, Demolition and Salvage"
2. Section 02210 "Grading"
3. Section 02480 "Planting"
PART 2 - PRODUCTS
2.1 MATERIALS
A. Temporary Fence: 4'-0" high orange plastic high visibility safety fence material.
Temporary posts shall be U-channel, or tee steel posts, 6'-0" long.
PART 3 - EXECUTION
3.1 PREPARATION
A. Temporary Fencing: Install temporary fencing around protection zones to protect remaining trees and vegetation from construction damage. Install posts 8'-0" apart maximum. Maintain temporary fence and remove when construction is complete.
Install posts two feet (2') into grade.
B. Protect tree root systems, of trees to remain, from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations.
C. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems.
SECTION 02231
SITE PROTECTION OF VEGETATION
3.2 EXCAVATION
A. Do not excavate within tree protection zones, unless otherwise indicated.
3.3 REGRADING
A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond tree protection zones. Maintain existing grades within tree protection zones, unless otherwise directed.
B. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil from site. Place topsoil in a single un-compacted layer and hand grade to required finish elevations. Compact where below new paving.
3.4 TREE REPAIR AND REPLACEMENT
A. Promptly repair trees and vegetation damaged by construction operations within 24 hours in a manner approved by the City-authorized representative. Treat damaged trunks, limbs, and roots according to arborist's written instructions.
3.5 DISPOSAL OF WASTE MATERIALS
A. Burning is not permitted.
B. Disposal: Remove excess excavated material and displaced vegetation from Owner's property.
END OF SECTION 02231
SECTION 02231
SITE PROTECTION OF VEGETATION
SECTION 02410
DRAINAGE SYSTEM
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Standard Specifications: The provisions of the Standard Specifications shall apply except as modified herein.
B. Reference Standards: The following standards also apply to the Work of this section:
1. American Society for Materials &Testing (ASTM) Standards:
ASTM D 2321 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications; and,
ASTM D 2729 Standard Specifications for Poly Vinyl Chloride (PVC) Sewer Pipe and Fittings.
2. Department of the Army, Corps of Engineers Standard:
COE CW-02215 Civil Works Construction Guide Specification for Geotextiles Used as Filters.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Drainage System Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Obtain all required permits, and pay for those obtained from other than the City of Signal Hill. • Coordination with Work of other Sections;
• Installation of all infiltration drain systems;
• Installation of drain line pipes, with outlet locations per Plans or as directed by the City Inspector; • Clean-up;
• Replacements, Repairs, Guarantees and Warranty Work.
1.03 RELATED WORK:
Grading Section 02210
1.04 SUBMITTALS: Submit copies of each of the following per General Conditions, Section 00700, Article 9, at the pre-construction conference for the review and approval of the City prior to commencement of any Work:
A. Materials List: Contractor shall submit a written Materials List for all materials that are proposed for use in the Work. The list shall show manufacturer's model numbers, type, size, and such other information as may be required to properly identify all items.
B. Product Data: Submit manufacturer's technical literatures and installation instructions for the following:
1. Solid wall drain piping, fitting and inlets;
2. Perforated french drain piping and fittings; and,
3. Filter Fabric.
C. Samples: Submit samples as follows:
1. Filter Fabric: Submit 6-inch square.
2. Drain Pipe (each type): Submit 12 inch long section.
3. Drain Inlet: Submit one sample.
1.05 PRODUCT HANDLING:Contractor shall provide proper storage facilities for all materials delivered to the job site during the progress of the Work. Use all means necessary to protect materials of this Section as well as materials and installed Work of other trades before, during, and after installation.
PART 2 - MATERIALS
SECTION 02410
DRAINAGE SYSTEM
2.01 GENERAL: All materials of this Section shall conform to the requirements of the Standard Specifications.
2.03 DRAIN PIPE:Shall be poly-vinyl chloride(PVC 1120)pipe(size per plan)in compliance with ASTM D 2729.The class of fittings shall be at least equal to the class of the PVC pipe to be installed. Use perforated type for infiltration drains.
2.04 FILTER AGGREGATE: Shall be"Pervious Backfill"conforming with Standard Specifications Section 300-3.5.2 Pervious Backfill.
2.05 INLETS: Prefabricated plastic boxes as manufactured by NDS or approved equal and precast concrete boxes as manufactured by Jensen or approved equal
PART 3 - EXECUTION
3.01 PREPARATION: Contractor shall verify all existing field conditions and compare them with the Plan dimensions.
Prior to beginning the Work of this Section, Contractor shall inspect all related Work and adjacent features and report to the Parks Department Representative all conditions which prevent proper execution of the Work.
Commencement of Work will be considered as Contractor's acceptance of the existing conditions. Contractor shall establish all lines,grades and locations of piping and accessories for the approval of the Engineer and the City Representative prior to installation of same.
3.02 PLANS ESSENTIALLY DIAGRAMMATIC:The Plans are to be considered as essentially diagrammatic in nature, to the extent that all offsets, and fittings as necessary to conform to actual site conditions are not shown.
Contractor shall install the drain lines in the general locations as shown on the Plans as approved by the Engineer and the City Representative.
3.03 INFILTRATION DRAIN SYSTEM:
A. Coordination:The schedule for installation of the Work of this Section shall be coordinated with the overall construction schedule so as to insure the orderly progress of the Work. No Work of this Section shall commence until acceptance of the rough grading operations per Section 02210 Grading. Prior to the commencement of each stage of this Work, carefully inspect the installed Work of other trades. For all Work, other than the rough grading cited above, Contractor shall be responsible for determining whether such other Work has been installed in such a manner as to permit the Work of this Section to proceed.
B. System Layout: Carefully layout the french drain system following the retaining wall layout shown on the Plans, in a manner to avoid interference with and from other Work, determining proper elevations for all components of the system, and using a minimum of bends and fittings.
C. Earthwork and Trenching: Contractor shall perform all required excavation, backfilling, and compaction in accordance with the requirements of other related Division 2 sections as applicable. Costs for performing such work are to be included in the bid breakdown price given for the sub-drainage system.
D. Infiltration Drain Pipe Installation:
1. Inspect all piping before installation to detect apparent defects. Mark all defective materials and promptly remove same from the work site. Do not incorporate defective materials into the Work.
2. Prior to assembly of French drain piping, install the filter fabric membrane from the grade line, down the earthen side of the excavation, across the bottom of the excavation, and up the backside of the retaining wall leaving enough excess fabric to envelope aggregate and French drain pipe after installation.
3. Place,shape and compact a layer of filter aggregate in the excavation over the filter fabric but below the perforated drain pipe to provide a minimum 4"thick bed.
4. Assemble and install all PVC piping in accordance with ASTM D 2321.
5. Beginning at the low point of the system,lay piping true to line and grade indicated and with unbroken continuity of invert (i.e. no abrupt changes in invert gradient). Lay pipe to drain as indicated on the Plans.
6. Make all joints between pipe sections with standard manufactured fittings and adapters intended for SECTION 02410
DRAINAGE SYSTEM
that purpose.
7. Backfill around the pipe with filter aggregate and compact to envelope pipe with minimum 4" thick layer of filter aggregate all around.
8. Envelope aggregate with filter fabric and commence placement and compaction of remainder of backfill with clean soils to finish grade.
F. Backfilling:
1. Place and compact backfill in uniform layers, to minimum 90% relative compaction.
2. Take care when placing backfill to avoid damaging or dislodging the drainage system components.
Do not operate wheeled or tracked vehicles on (in contact with)the filter fabric.
3.04 CONCRETE 24" wide channel: Shall be constructed per Plans or Cast-in-Place Concrete per Technical Specification Section 03300.
3.05 CLEAN UP:After completion of the Work,Contractor shall thoroughly clean out all drain lines flushing them with a full head of water,and shall remove all debris,surplus materials and trash that may result from the Work of this Section and dispose of same off site in a legal manner.
END OF SECTION
SECTION 02410
DRAINAGE SYSTEM
SECTION 02441
IRRIGATION SYSTEM
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Irrigation Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Provide complete operating irrigation systems including drip irrigation system; • Installation of new irrigation systems as necessary to provide complete operating irrigation systems for all planting areas within the Park;
• 120 volt electrical connection to the controller; • New Rain Bird Irrigation Controller as noted on the Plans;with a flow meter and master valve as specified; • Coordination with Work of other Sections;
• Testing;
• Clean-up; and,
• Replacements, Repairs, Guarantees and Warranty Work.
1.02 RELATED WORK:
Clear, Grub, Demolition & Salvage 02110
Grading 02210
Planting 02480
Concrete, Paving and Curbs 02515
Electrical 16530
1.03 SUBMITTALS: Submit copies of each of the following per General Conditions,Article 5.22, Submittals at the pre-construction conference for the review and approval of the City prior to commencement of any Work:
A. Materials List: Contractor shall submit a complete materials list for approval by the Parks Department Representative prior to performing any Work.Catalog data and full descriptive literature must be submitted whenever the use of items different than those specified is requested. Notarized certificate must be submitted by plastic pipe and fitting manufacturer indicating that material complies with the Project Specifications, unless material has been previously approved,and used on other projects by City.Material list shall be submitted using the following format:
Item Description Manufacturer Model No.
1 Pressure Supply Line Lasco Sch. 40
2 Head Rain Bird 1800
etc. etc. etc. etc.
B. "Record" Prints:
1. Record accurately on one set of blue-line prints all changes in the Work constituting departures from the Plans, including changes in pressure and non-pressure line locations.
2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the City Representative. Prior to final inspection of the Work, submit"record"prints to City for approval.
3. Dimension from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Data to be shown on "record" prints shall be recorded day-to-day as the project is being installed.
4. Show locations and depths of the following items:
a) Point of connection;
b) Routing of irrigation pressure lines (dimension maximum 100 feet along routing); c) Ball valves;
d) Irrigation remote control valves;
Irrigation
Section 02441
e) Quick coupling valves;
f) Routing of control wires; and,
g) Related equipment (as may be directed).
5. Maintain record prints on site at all times.
1.04 INSPECTIONS:
A. Inspections will be required for:
1. Pressure test of irrigation main line.
2. Coverage test.
3. Final inspection/start of maintenance.
4. Final acceptance.
B. Inspection Requests: Contractor shall notify the Park Projects Inspector in advance for requesting all inspections as follows:
1. Pressure supply line installation and testing - 36 hours (1-1/2 working days)
2. System layout- 36 hours (1-1/2 working days)
3. Coverage tests- 36 hours (1-1/2 working days)
4. Final Inspection -48 hours (two working days)
C. Evidence of Inspection by Others:When inspections have been conducted by other than the City Inspector, Contractor shall show evidence of when and by whom these inspections were made.
D. Requirements for Inspection: No inspection is to commence without"record"prints available on the site. In the event Contractor calls for an inspection without up to date"record"prints,without completing previously noted corrections, or without preparing the system for inspection, the inspection may be cancelled and Contractor back charged for the direct costs of all City personnel time and consultant time lost, at the discretion of the City Representative.
E. Closing in Uninspected Work: Do not allow or cause any of the Work of this Section to be covered up or enclosed until it has been inspected, tested and approved by the City Representative.
F. Coverage test: When the irrigation system is completed, Contractor shall perform a coverage test in the presence of the Park Projects Inspector to determine if the water coverage for planting areas is complete and adequate. This test must be accepted by the City Inspector before planting can commence.
G. Hydrostatic test:
1. Prior to the installation of any valves,all pressure lines shall be tested under a hydrostatic pressure of 150 psi for a period of not less than two hours,with all ends of lines capped and the line fully charged with water after all air has been expelled from the line.
2. All hydrostatic tests shall be made in the presence of the City Inspector or Inspector's designated representative. No pressure line shall be backfilled until it has been inspected, tested, approved in writing, and the mainline and valve locations have been noted on the "record" prints.
3. Contractor shall furnish the necessary force pump and all other test equipment,and shall perform the test.
1.05 TURNOVER ITEMS:
A. As-built Record Drawings:
The Contractor shall maintain a complete and accurate set of as-built drawings. These drawings shall be kept up to date with the progress of the work. The Contractor will have blueprints for the purpose of recording the as-built conditions of the Work, with information as follows:
1. The location of the main line; quick coupling valves;electric control valves;controllers;sleeves;point of connection; any special capped lines for future work; locations of controller wire splice junctions, lateral lines, and miscellaneous equipment.
Irrigation
Section 02441
2. The Contractor shall indicate clearly and correctly work installed differently from that shown on the design contract drawings by dimensioning from two permanent points of reference.
B. Controller Charts:
1. "Record" prints must be approved by the City Representative before charts are prepared.
2. Provide one controller chart for each automatic controller. The chart shall show the entire area covered by the controller, preferably in a single sheet. The chart shall be a reduced copy of the approved"record"print. Reduce the print to a size that is the maximum dimensions that will fit within the controller door without folding. If the controller sequence is illegible at this reduction scale, the chart may be provided as a"multi-sheet"chart to provide adequate legibility. Provide a digital version of the controller chart formatted as a PDF file for City's permanent records.
3. Each control station on the Chart shall be marked with a different color to show its area of coverage.
4. When completed and approved,the chart shall be hermetically sealed between two pieces of plastic, each piece being minimum 20 mils in thickness. The chart shall be installed in the controller enclosure using Velcro fasteners, and three different color grease pencils(red, black and blue)shall be provided in the enclosure for maintenance notations on the chart.
5. Controller charts shall be completed prior to the final acceptance inspection.
C. Operation and Maintenance Manuals: Within a minimum of 14 calendar days prior to acceptance of construction, prepare and deliver to the Parks Department Representative all required descriptive materials, properly prepared in two individually bound copies of the operation and maintenance manual.
The manual shall describe the material installed and shall be in sufficient detail to permit operating personnel to identify, operate, and maintain all equipment. Spare parts lists and related manufacturer's information shall be included for each equipment item installed. Each complete, bound manual shall include the following information:
1. Index sheet stating Contractor's address and telephone number,including names and addresses and telephone numbers of local manufacturer's representatives.
2. Complete operating and maintenance instructions on all major equipment.
D. Materials to be furnished:The following items shall be supplied as part of this Contract and shall be turned over to the City Inspector at the conclusion of the Project at the Final Acceptance Inspection:
1. 4% additional irrigation heads of each type and spray pattern shown;
2. Two (2) special tools/wrenches for disassembly and adjustment of each type irrigation equipment/heads installed that require such special tools/wrenches;
3. Two keys for each type of automatic controller.;
4. Two quick coupler"quills"with a 3/4"bronze hose bib, bent nose type with hand wheel and two quick coupler locking lid keys;
5. One valve box cover key;
6. "Record"prints and Mylar"As-Built Plans"at Final Acceptance; record prints to be provided in digital form, formatted both as a PDF and as a DWG file;
7. Remove and turn over backflow device valve handles; and,
8. Documentation of Water Department's inspection and acceptance of backflow device.
1.06 GUARANTEE:
A. General: The entire irrigation system, including all Work done under this Contract, shall be guaranteed against all defects and fault of material and workmanship for a period of one (1) year following Final Acceptance of the Work as documented by the Notice of Completion filed with the Riverside County Recorder's Office.All materials used shall carry a manufacturer's guarantee of one(1)year. If any problem with the irrigation system is discovered by the City within the guarantee period, it shall be corrected by Contractor at no additional expense to City within fourteen (14) calendar days of receipt of written notice from City. When the nature of the repairs as determined by the Director constitute an emergency (e.g. broken pressure line)City may proceed to make repairs at Contractor's expense.Any and all damages to existing improvement resulting either from faulty materials or workmanship,or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Parks Department Representative by Contractor, all at no additional cost to City.
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B. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows:
GUARANTEE FOR IRRIGATION SYSTEM
PROJECT: Tom Thomas Magnolia Plaza
LOCATION: Upland, CA
We hereby guarantee the irrigation system we have furnished and installed against defects in materials and workmanship, ordinary wear and tear and unusual abuse, or neglect excepted, and that the Work has been completed in accordance with the Plans and Specifications.We agree to repair or replace any or all of the Work, together with any other adjacent Work which may be displaced by so doing,that may prove to be defective in its workmanship or materials within a period of one (1)year after the date the Notice of Completion for the above named Project is filed with the County Recorder by the City of Riverside,California,at no additional cost to City.
We shall make such repairs or replacements within 14 calendar days following written notification by City.When the immediate repair or replacement of the Work is necessary to ensure the public safety and welfare, which would be endangered by continued usage of the facility, such circumstance will be deemed an operational emergency. In the event of such an emergency, after City contacts our firm and after authorizing 24 hours to initiate repairs, if we fail to initiate and diligently complete such repairs in a timely manner, the Director may direct City forces to perform such functions as the Director may deem necessary to correct the Work and immediately place the facility back in operational condition. If such procedure is implemented,we shall bear all expenses incurred by City. In all cases, the judgment of the Director shall be final in determining whether an operational emergency exists. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from City (other than an operational emergency), we authorize City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefor upon demand.
SIGNED:
ADDRESS:
PHONE:
C. Operational Instruction: After the system has been completed, Contractor shall instruct the Parks Department Representative in the operation and maintenance of the system and shall furnish a complete set of operating instructions.
D. Trench Settlement: Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to City's satisfaction by Contractor without any additional expense to City.
Repairs shall include the complete restoration of all planting, paving or other improvements of any kind which are damaged as a result of the Work.
PART 2 - MATERIALS
2.01 PIPE AND FITTINGS:
A. Steel Pipe:
All steel pipe shall be hot-dipped galvanized. All fittings for steel pipe shall be 250 pound rated galvanized malleable iron, banded pattern. Pipe sizes indicated on the Plans are nominal inside diameter, unless otherwise noted."
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B. Plastic Pipe: Except where specified otherwise, all PVC pipe used for irrigation purposes shall be white in color,class and sizes as specified in Part 3 herein. Plastic pipe used for domestic water purposes shall be white in color.
1. All plastic pipes shall bear the following markings: manufacturer's name,nominal pipe size,schedule or class, type of material, pressure rating in PSI, NSF seal of approval, and date of extrusion.
2. All plastic pipe fittings shall be standard weight schedule 40 and shall be injection molded of an improved PVC fitting compound. All threaded plastic fittings shall have injection molded threads. No cut threads will be accepted on PVC pipe and fittings. All tees and ells shall be manufactured in injection molds that are side-gated. All threaded nipples shall be standard weight schedule 80 with molded threads. All threaded nipples exposed above grade shall be gray in color.
D. Drip Irrigation System: All drip irrigation emitter devices shall be as shown on the Plans.
E. PVC Cement and Primer:
1. All PVC cement and primer shall comply with ASTM D2564-91 a and be NSF and IAPMO standards.
2. Lateral lines and fittings shall be cemented using a 100% active solvent, blue in color, medium bodied,fast setting.
3. Main line pipe and fittings shall be coated with a primer and then cemented with a 100% active solvent, gray in color, medium set, heavy bodied.
4. Both primer and solvent shall be similar in all respects to that manufactured by IPS Weld-On brand.
5. Obtain and follow the manufacturer's application directions.
F. SLEEVE MATERIAL:
1. Sleeves for irrigation piping and wires shall be provided crossing of all walks,asphalt drives,and any other paving locations.
2. All sleeve material shall extend 18 inches beyond edges of paving, hardscape, or construction.
Sleeve shall extend five (5) feet beyond potable water crossing. Provide pavement markings or witness stakes and wires for sleeve crossing locations.
3. Sleeving material for PVC main line piping shall be SCH 40 and sized to allow for piping with couplings to easily slide through the sleeving material. Minimum size sleeving material shall be as follows:
Pipe Size Sleeve Size (Nominal Size)
3/4" 1 1/2"
1" 2"
I1/4" 2 1/2"
1 1/2" 3"
2" 4"
4. Sleeving material for low voltage wiring shall be PVC SCH 40 pipe, where below grade. Where above grade use PVC SCH 40 gray conduit. The maximum number of direct burial 14 gauge wires per diameter of sleeve pipe shall be as follows:
Sleeve Size No. of wires
3/4" 6
1" 12
11/4" 18
1 1/2" 21
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2" 25
G. UNDERGROUND UTILITY MARKING TAPE:
1. Marking tape shall be Magnetic brand as manufactured by Griffolyn Company Inc, Terra Tape or Thor Enterprises, or approved equal.
2. Marking tape shall be a minimum of 3 inch wide, and length as needed to mark the entire length of main line within the project boundaries, where below grade.
3. Marking tape color codes are as follows:
Red Electrical
Blue Potable water
2.02 VALVES AND VALVE BOXES:
A. Valves:
1. Ball Valves: All ball valves shall be bronze bodied, full port, with stainless steel trim, capable of withstanding a non-shock cold water working pressure of not less than 400 psi., Nibco Model No.T- 585-70, or City approved equal
4. Quick-Coupling Valves:: Quick coupling valves shall have locking vinyl cover, yellow in color, and shall be 1" in size.
5. Remote Control Valves:
a) Valves shall be spring-loaded,self-cleaning, packless diaphragm activated,of a normally closed type.
b) Valve solenoid shall be corrosion-proof and constructed of stainless steel molded in epoxy to form one integral unit, and shall be 24 volt A.C., 2.0 watt maximum (2" and smaller valves). c) Valve shall close against flow without chatter and with minimum closing surge pressure (minimum 5 seconds closing time per valve).
d) Valve shall be completely serviceable in the field without removing valve body from line.
B. Boxes:
1. Plastic Valve Boxes:
a) General: Valve boxes and covers shall be fabricated from a durable plastic material resistant to weather, sunlight and chemical reactions,with 10 year warranty and snap lock lids. Brand lids with valve number. The covers shall be secured with a hidden latch mechanism or bolts. The cover and box shall be capable of sustaining a load of 1,500 pounds. Valve box extensions shall be by the same manufacturer as the valve box. The box covers shall be factory embossed for the designated use and stenciled by the installer with 2"high letters in a contrasting color as noted below. Boxes and covers shall be as manufactured by Carson, Rain Bird or City approved equal. Use two valve boxes; one inverted over one for the flow meter and master valve only. The box shall be black with green lid or purple lid if reclaimed water is available. b) Rectangular Plastic Boxes and Covers: Shall be a minimum of 12"wide x 18 long",with depths as necessary to protect the valve and provide the clear dimensions as detailed and/or specified.
The covers shall be embossed with words or initials to identify the use for the box(e.g. "Flush Valve" or the letters "F.V.", and Air Relief Valve or the letters "A.R.V.")as noted on the Plan. c) Round Plastic Boxes and Covers: Shall be minimum 12" diameter, round boxes with covers embossed with words to identify the use for the box (e.g. "Quick Coupler Valve" or the letters "Q.C.V.") and shall be marked as noted on the Plans.
2.03 BACKFLOW PREVENTION DEVICE: Where shown on plans, an existing device will be used.
A. New Device:The backflow prevention device shall be a reduced pressure type vacuum breaker of the size, manufacture, and model number as indicated on the Plans. If not indicated, the device shall be the same size as the water service meter, but in no case less than one line size smaller than the line into which it is Irrigation
Section 02441
being installed. The manufacturer and model number shall be among those shown on the approved list as published by the Public Utilities Department, Water Division.
2.04 IRRIGATION HEADS: All irrigation heads shall be as shown on the Plans.
2.05 ELECTRICAL MATERIALS:
A. Conduit: All conduit below grade shall be schedule 40 PVC of sufficient size to carry all proposed wiring.
Low Voltage(24 volt)wiring shall be provided with a separate conduit/sleeve from both high voltage wiring (110/120 volt and higher) and the irrigation mainline sleeve.
B. Electrical Service: Materials for electrical service shall comply with the standard specifications, governing utility agency standards, and requirements of all applicable codes.
C. Wire:
1. Control Wire: All low voltage conductors used as control wires shall be 14 gage and shall be of one color other than white or green. A different color control wire shall be used for each controller installed.
2. Common Wire:All low voltage conductors used as common wires shall be12 gage and shall be white with a colored stripe.Stripe color shall match the color of the"control"wire insulation used for valves on the same controller, and shall be different for each controller installed.
2.06 CONTROLLER:
A. Controller: Shall be Rain Bird, model ESP LXMEF, with expansion modules as needed and Flow Smart Module, mounted within a steel wall mount enclosure with locking hinged cover.
PART 3 - EXECUTION
3.01 GENERAL: No Work of this Section other than sleeving under pavement shall commence prior to the completion and acceptance of all Grading Work as specified in Section 02210 Grading.
A. Irrigation System Design &Water Supply:
1. The irrigation system design is based upon an available static water pressure of 30-42 PSI, boosted to 100 PSI, and a maximum flow rate of 110 GPM.The system is designed to withstand a maximum pressure of 200 PSI.Contractor shall verify the size of the existing water supply,water meter and the existing operating water pressure at the water supply location shown on the Plans prior to starting construction.Contractor shall notify the Park Projects Inspector in writing of any discrepancies noted.
Failure to provide such written notification may cause Contractor to provide for modifications to the irrigation system as necessary to provide for a fully operational system providing 100%coverage at the operating pressure available, all at no additional cost to City.
2. Connection to, or the installation of, the water supply shall be at the location shown on the Plans.
Minor changes caused by actual site conditions shall be made at no additional cost to City.
B. Electrical Service: Contractor shall make 120 V connection to the irrigation controller from existing power within restroom building. Connect to an independent electrical circuit.
C. Code Requirements: Prior to all Work of this Section, Contractor shall carefully inspect the installed Work of all other trades and verify that all such Work is complete to the point where this installation may properly commence. Verify that the irrigation system may be installed in strict accordance with all pertinent codes and regulations,the original design,the referenced standards,and the manufacturer's recommendations.
In the event any equipment or methods indicated on the Plans or in the Specifications is in conflict with local codes, immediately notify the Inspector prior to installing the Work. If this notification is not provided, Contractor shall assume full responsibility for the cost of all revisions necessary to comply with all codes.
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D. Grades: Before starting Work of this Section, Contractor shall obtain the written acceptance of the Park Projects Inspector of the fine grades, and written authorization for the Work of this Section to proceed.
Contractor is to keep within the specified material depths with respect to finish grade. Failure to obtain such written acceptance may subject Contractor to adjusting the grades or depth of lines in order to achieve acceptable depths of cover, all as directed by the City Inspector and at no additional cost to City.
E. Coordination with Work of Other Trades: Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design.Contractor shall coordinate the installation of all irrigation materials with all other Work. Special attention shall be given to coordination of piping locations versus tree and shrub locations and sleeve locations versus pavement installation to avoid conflicts.
F. Maintain Record Prints:Contractor shall maintain"record"prints on site at all times. Upon completion of the Work,transfer all"record"information from the record prints to either sepia Mylar or photo Mylar prints for turn-over to the City as the irrigation"As-Built"Plans.The changes and dimensions shall be recorded in a legible and workmanlike manner, to the satisfaction of the City Inspector.
3.02 TRENCHING AND BACKFILLING:
A. Trenching:
1. Dig trenches and support pipe continuously on bottom of ditch.Where lines occur under paved areas, depth dimensions shall be considered below sub-grade.
2. Water lines continuously pressurized - minimum 18 inches, maximum 24 inches. (These measurements are to be from sub-grade elevation for piping under pavement.)
3. Lateral irrigation lines - minimum 12 inches and maximum 16 inches.
4. Where it is necessary to excavate adjacent to existing trees,Contractor shall avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand.All roots 2 inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap to prevent scarring or drying.Where trenching machine is run close to trees having roots smaller than 2 inches in diameter,the wall of the trench adjacent to the tree shall be hand trimmed, making a clean cut through the roots. Roots 1 inch and larger in diameter shall be painted with two coats of tree seal or approved equal. Trenches adjacent to trees shall be closed within 24 hours.
5. Permanent Resurfacing:All surface improvements damaged or removed as a result of Contractor's operations shall be reconstructed by Contractor to the same dimensions, except for pavement thickness, and with the same type materials used in the original Work. Trench resurfacing shall be 1 inch greater in thickness than existing pavement.Concrete pavement shall be removed and replaced in"full panels"with no horizontal dimension less than five(5)feet.Contractor shall review the planned limits and lines of concrete removal and replacement with the City Inspector prior to saw-cutting for Removal Work.
B. Backfill:
1. Backfill shall be uniformly tamped in 4-inch layers under and around the pipe for the full width of the trench and the full length of the pipe. Materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades.
2. Compaction
a) Flooding in lieu of tamping is not allowed without specific prior written approval of the Soils Engineer and the City Inspector.
b) Under no circumstances shall the wheels of any vehicle not designed for the purpose of soils compaction be used to compact backfill.
3.03 PIPE INSTALLATION:
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Section 02441
A. General:
1. Piping under existing pavement may be installed by jacking, boring,or hydraulic driving. However, no hydraulic driving is permitted under asphaltic concrete pavement.
2. Cutting or breaking of existing pavement is not permitted except as approved by Park Projects Inspector or where called for on the plans.Whenever pavement is cut or broken all necessary repairs and replacements will be made at no additional cost to City.
3. Carefully inspect all pipe and fittings before installation, removing all dirt, scale and burrs and reaming; install pipe with all markings up for visual inspection and verification.
4. Contractor shall install concrete thrust blocking per the pipe manufacturer's recommendations at all changes of direction and terminal points of pressure pipe.
5. Parallel lines shall not be installed directly over one another. Provide a minimum of 12" horizontal separation for all parallel lines.
6. For plastic-to-metal connections,work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise.
7. All piping under pavement shall be sleeved using schedule 40 PVC sleeves. Each line shall be separately sleeved.
8. Do not install multiple assemblies (i.e. "manifolds") on plastic lines. Provide each equipment assembly(e.g. RCV, quick coupler, ball valve, head, backflow device)with its own connection to its service line.
B. Plastic Pipe:
1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings, store plastic pipe and fittings under cover until ready to install; transport plastic pipe on a vehicle with a bed long enough to allow pipe to lay flat, avoid undue bending and any concentrated external load.
2. 360 Degree applicators shall be used to apply primer and solvent on pipe sizes 2-1/2 inches and larger.
3. Pressure supply lines 2 inches in diameter and up to 8 inches in diameter shall be either Class 315 solvent weld PVC or Class 200 rubber gasket type PVC.Solvent weld and ring type pipe shall not be used together on the same pressure supply line.
4. Pressure supply lines 1-1/2 inches in diameter and smaller shall be schedule 40 PVC.
5. Non-pressure lines shall be schedule 40 PVC..
3.04 BACKFLOW INSTALLATION: Install backflow assemblies at locations approved in the field by the City Inspector and at heights required by local codes. Provide lockable enclosure or anti-theft devices as necessary to prevent theft of device.
3.05 VALVE AND VALVE BOX INSTALLATION:
A. Valves:
1. Valves shall be the same size as the pipeline in which valves are installed unless otherwise specified on the Plans.Valves shall be installed a minimum of three feet in horizontal distance apart,each with its own connection to the pressure main line. All isolation and shut off valves less than 2-1/2"in size hall be ball valves as specified.All isolation and shut off valves 2-1/2"and larger shall be gate valves as specified with square operating nuts.
2. Install quick couplers and valve boxes per the Park and Recreation Department's standard details.
3. Valves shall be installed in shrub areas whenever possible. No valves or valve boxes other than quick coupler valves shall be installed within a designated athletic playing field.
B. Valve Boxes:
1. General: Valve boxes shall be installed with a minimum of 12" clearance between boxes and a minimum clearance of 2" between the box and all pipelines and valve components and/or special equipment within the box.Valve boxes found to be resting on valves, special equipment or pipelines shall be cause for rejection of the installation.
2. Box Types by Use:
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a) Rectangular: Unless noted otherwise on the Plans, each master control valve, remote control valve, isolation valve, drip irrigation valve, and each air relief valve shall be installed within a rectangular plastic valve box.
b) Round: Unless noted otherwise on the Plans,each quick coupler valve shall be installed within a round plastic valve box.
3.06 IRRIGATION HEAD INSTALLATION: Irrigation heads shall be installed as designated on the Plans and per the Park and Recreation Department's standard details. Upon coverage testing of the system if 100% coverage is not afforded by the system as designed, additional heads shall be added as necessary to achieve 100% coverage. Up to 5%of the total number of heads in the system are to be added at no additional cost to City. If a greater number of heads is needed, cost shall be as negotiated by change order.
3.07 CONTROLLER INSTALLATION:
A. Controller Installation:The controller location,as shown on the Plans, is diagrammatic.The final location of the controller(s) shall be as approved by the City Inspector before installation. Contractor shall install all conduit runs, 120V wire and cable, and 24V control wire, and controller communication cables as necessary for a complete and operational system.
B. Controller Enclosure:
(1) Conventional Type: The controller shall be wall mounted within a steel vandal resistant enclosure, unless noted otherwise on the Plans. Controller enclosure shall be located within the existing restroom building Utility room.
B. Coordination of Controller Location with Various Service Connections:Contractor shall coordinate and the electrical service with the approved controller location.Contractor shall verify the locations of 120V power, and sensor cable lead-ins prior to installing controller(s) and shall coordinate final assembly mounting locations with the needed utilities. Contractor shall furnish and install grounding rods and ground wires for each controller. Ground rods shall be installed a minimum of eight feet from their respective controller housing and the ground wire run back to the controller.
C. Controller Connections: Contractor shall inspect, test, and certify all low voltage control wire, communication cables, splices and ground rod installations as applicable. Any repairs as necessary to provide properly operating wiring are to be made by Contractor at no additional cost to City. After repairs are satisfactorily completed, Contractor shall connect the ground wires to the ground rods and the controller(s)..
D. Controller Programming: Following establishment of the turf,the irrigation system shall be programmed to operate during the periods of minimal use of the Project area (i.e., 11:00 p.m. through 6:00 a.m.).
3.08 WIRING:
A. All splice connections shall occur in a valve box. All wire runs between the valve and the controller shall be a continuous run with no splices unless noted otherwise on the Plans.
B. All low voltage wiring splices shall be made-up as soldered connections, wrapped with a minimum of two (2)layers of electrical tape and sealed with Scotch-coat. Scotch-lok, Uni-pack, Penn-tite, or other similar type connectors are not acceptable.
3.09 FINISHING AND TESTING Pressure test the mains-minimum 2 hours at 150 PSI. Center-load all plastic pipe prior to pressure testing. The entire system shall be operating properly before any planting operations commence.
3.10 COMPLETION CLEANING: Upon completion of the Work, Contractor shall smooth all ground surfaces,remove excess materials, rubbish,debris,etc.,sweep adjacent streets,curbs,gutters,walkways and trails,and remove construction equipment from the premises.
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END OF SECTION
BJ/02441.MAS
12/07/07
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SECTION 02452
SIGNAGE
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all site Signage Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Construction Signs (Temporary);
Construction Worksite Access; and,
Project Signs;
• Site Signs, including but not necessarily limited to the following:
Precast concrete wall signs and plaques
Bronze Dedication Plaque
• Coordination with Related Work of other Sections; • Clean-up; and,
• Replacements, Repairs, Guarantees and Warranty Work.
1.02 RELATED WORK:
Submittals General Conditions, Article 5.22
1.03 GUARANTEE:All signage shall be guaranteed for a minimum period of one(1)year against all pealing,fading, chipping and deterioration of any kind.
1.04 SUBMITTALS: Shall be prepared and submitted in accordance with General Conditions, Article 5.22, Submittals, and shall consist of the following:
A. Materials Lists/Manufacturer's Product Information: Contractor shall submit a complete list of materials along with the manufacturer's catalog cuts for all materials proposed for use in the Work at the preconstruction conference. Contractor shall also provide the Manufacturer's complete installation drawings including specifications and a replacement parts lists for all equipment proposed for the Project.
Submit all Manufacturer's product information for each item specified for use in the Work.
B. Proposed Substitutions:Submittals for Proposed Substitutions shall conform to General Conditions,Article
6.4,Substitutions. Products proposed for substitution as"equals"to the products specified are subject to the approval of the Parks Department Representative. If at the time proposed equals are delivered to the site and/or incorporated into the Work it is determined by the City Representative that the substitute products are not equal to the products specified, the unacceptable substitute products shall be removed and products as specified shall be provided and installed by Contractor at no additional cost to City.
C. Shop Drawings: Contractor shall prepare and submit Shop Drawings for all signage of this section which shows complete details for all signs being fabricated.Shop Drawings shall show all methods of attachment, materials, letter styles, and height, finishes, colors, dimensions and locations for signs, and shall be prepared in accordance with Standard Specifications and General Conditions, Article 8, Shop Drawings.
1.05 DELIVERY, STORAGE AND HANDLING: Contractor shall assume all responsibility for storage of all signage materials for the Project. City assumes no liability for losses or damages from any cause as a result of Contractor's storage of materials on site.
PART 2 - MATERIALS
SECTION 02452
SIGNAGE
2.01 GENERAL: Products used in the Work of this Section shall be produced by manufacturers regularly engaged in the manufacture of similar items with a history of successful production acceptable to the City Department.
2.02 CONSTRUCTION SIGNS (TEMPORARY):
A. Construction Worksite Access: Contractor shall provide signage indicating "Construction Area - No Unauthorized Entry" and "No Trespassing" for mounting on the construction fence gate and fence lines respectively.
B. Project Sign: Shall be provided to identify the project, the City and Representatives, the Landscape Architect, and Contractor. It shall be constructed of 4' x 8' exterior plywood with white background and mounted on 4"x 4" posts in location approved by City, Submit sign layout to City for approval.
2.03 SITE SIGNAGE:
A. Precast Concrete Signs: Shall be fabricated by a company experienced in fabricating and preparing precast concrete elements. Submit manufacturer's qualifications and shop drawings for review and approval prior to proceeding. Fabricator Qualifications:A firm that assumes responsibility for engineering architectural precast concrete units to comply with performance requirements.This responsibility includes preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer
1. Wall Precast Concrete Signs:
a) Curved precast concrete stage wall sign.Sign thickness and reinforcing shall be determined by the manufacturer. Sign may be produced in two pieces if necessary. Provide sign text per drawings.
b) Column precast concrete plaque. 18"x 24"Sign.Thickness and reinforcing shall be determined by the manufacturer. Sign text and logo will be provided to the contractor. c) Attachment bolts shall be stainless steel, size as determined by the manufacturer.
B. Bronze Dedication Plaque: 18"x 24" Sign. Shall be fabricated as detailed on plans. Finish as selected.
PART 3 - EXECUTION
3.01 GENERAL:
A. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section.
B. Coordination: Signs to be installed shall be coordinated with the various bid schedules awarded. All dimensions and conditions shall be field verified prior to any signs being fabricated. Contractor shall size foundations for support walls as detailed or as determined by the structural engineer.
C. Do not install precast concrete units until supporting cast-in-place concrete or masonry has attained minimum allowable design compressive strength and supporting steel or other structure is structurally ready to receive loads from precast concrete units
3.02 CONSTRUCTION SIGNS (TEMPORARY):
A. Construction Worksite Access:
1. Construction Area - No Unauthorized Entry: Signs shall be affixed to the construction fence at all entry gates into the construction work area.
SECTION 02452
SIGNAGE
2. No Trespassing: Signs shall be affixed to the temporary construction fence.
B. Project Identification Sign: Shall be installed at a location approved by the City and with an adequate concrete footing to support sign in windy conditions.
3.03 SITE SIGNAGE: All site signage to be permanently set into supporting concrete or masonry structures as detailed on plans.
A. Wall Precast Concrete Signs:
1. Erect architectural precast concrete signs level, plumb, and square within specified allowable tolerances. Provide temporary supports and bracing as required to maintain position, stability, and alignment of units until permanent attachment methods have fully cured.
A. Wall Bronze Signs:
1. Erect bronze signs level,plumb,and square within specified allowable tolerances. Provide temporary supports and bracing as required to maintain position, stability, and alignment of units until permanent attachment methods have fully cured
3.04 COMPLETION CLEANING: Upon completion of the Work of this Section, Contractor shall clean all Signs installed removing all soil, concrete latence, stains, grease, dirt, etc., and shall polish all signs faces and other such surfaces that require such maintenance.Contractor shall remove all excess materials,rubbish,debris,etc., and remove construction equipment from the premises.
3.05 CLEAN-UP: Throughout the duration of the Project, Contractor shall provide trash receptacles for collecting debris,shall remove debris,trash and unused materials, and excess soil from the job site at regular intervals of not less than weekly and shall dispose of same off site in a legal manner.
END OF SECTION
SECTION 02452
SIGNAGE
SECTION 02461
SITE FURNISHINGS
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Site Furnishing Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Providing and Installing all site furnishings;
• Coordination with Work of other Sections;
• Clean-up; and,
• Replacements, Repairs, Guarantees and Warranty Work.
1.02 RELATED WORK:
Submittals General Conditions, Article 5.22
Grading Section 02210
Concrete Section 02515, 02768
1.03 SHOP DRAWINGS:Contractor shall prepare and submit copies of Shop Drawings which show complete details for all items requiring shop fabrication. Shop Drawings shall be prepared in accordance General Conditions, Article 5.23, Shop Drawings.
1.04 GUARANTEE & PRODUCT LIABILITY INSURANCE:
A. Manufacturer: Shall guarantee all materials(and workmanship if installed by manufacturer)for a period of one(1)year exclusive of vandalism. Manufacturer(s)will be required to provide product liability insurance coverage in the minimum amounts of$3,000,000 per incident. Manufacturer(s)shall inspect all installation Work and provide written certification that equipment has been installed in accordance with manufacturer's specifications.
B. Contractor: Shall provide a one-year written guarantee on Contractor's letter head for all materials, labor and workmanship, exclusive of vandalism. Contractor's written guarantee shall be submitted to the City Inspector at the final inspection prior to Final Acceptance of the Work.
1.05 SUBMITTALS:
A. Materials Lists/Manufacturer's Product Information: Contractor shall submit a complete list of materials along with the manufacturer's catalog cuts for all materials proposed for use in the Work at the preconstruction conference. Contractor shall also provide the Manufacturer's complete installation drawings including specifications and a replacement parts lists for all products proposed for the Project.
Submit copies of all Manufacturers' product information for each item specified for use in the Work per General Conditions, Article 5.22
B. Proposed Substitutions: Submittals for Proposed Substitutions shall conform to General Conditions,Article
6.4, Substitutions. Products proposed for substitution as "equals" to those specified are subject to the approval of the City Representative. If at the time proposed equals are delivered to the site it is determined by the City Inspector that the products are not equal to those specified,the unacceptable products shall be removed and products as specified provided by Contractor at no additional cost to City.
1.06 INSPECTIONS:
A. Equipment Locations: No equipment, apparatus, or foundations for same shall be placed, dug or poured until location stakes have been inspected and approved by the City Inspector.
SECTION 02461
SITE FURNISHINGS
B. Foundations &Assembly: All equipment shall be fully assembled prior to foundations being poured. The assembled and positioned site furnishings shall be inspected and approved by the City Inspector prior to pour of the foundations or permanently anchored.
1.07 DELIVERY, STORAGE AND HANDLING: Contractor shall assume all responsibility for storage of all materials for the Project. City assumes no liability for losses or damages from any cause as a result of Contractors storage of materials on site.
PART 2 - MATERIALS
2.01 BENCH: Omitted.
2.02 TRASH RECEPTACLE: Trash Receptacles shall be provided by the City.
2.03 PICNIC TABLE:Shall be precast concrete, models(2)as specified on plans and manufactured by QCP Corp.or approved equal.
2.04 BOULDERS: Shall be provided by the City and as salvaged from the site.
2.05 ROCK COBBLE: Shall be provided from a local source or as available from Southwest Boulder&Stone.
2.06 CORN HOLE GAME BOARDS: Shall be precast concrete, model as specified on plans and manufactured by QCP Corp. or approved equal.
2.07 TREE GRATE: Shall be cast iron, black color, model and size as specified on plans and manufactured by Ironsmith. or approved equal.
2.08 BICYCLE RACKS: Shall be Powder coated steel, model and capacity as specified on plans and manufactured by Keystone Ridge Designs or approved equal. Color per plans.
2.09 BICYCLE REPAIR STATION: Shall be provided by the City.
2.10 REMOVABLE BOLLARD: Shall be galvanized steel with galvanized steel sleeve, crash rated as manufactured by Reliance Foundry or approved equal. Model and size as specified on plans.
2.11 PERMANENT BOLLARD: Shall be galvanized steel, be crash rated as manufactured by Reliance Foundry or approved equal. Model and size as specified on plans.
2.12 DECORATIVE PERMANENT BOLLARD: Shall be galvanized steel pipe with decorative powder coated cast iron cover, crash rated as manufactured by Reliance Foundry or approved equal. Model and size as specified on plans.
2.13 UTILITY BOX COVER: Shall be galvanized steel, model and size as specified on plans and manufactured by Wunder Covers or approved equal. Color per plans
PART 3 - EXECUTION
3.01 SEQUENCE OF WORK: No Work of this Section shall commence prior to the completion and acceptance of all grading work specified in Section 02210 Grading.
3.02 LAYOUT:
A. Site Furnishings: Contractor shall stake or otherwise mark the proposed locations for picnic tables, benches, and other site furnishings, and shall obtain the approval of the locations from the City Inspector prior to commencing any excavation for foundations or attachment methods. The proposed locations shall SECTION 02461
SITE FURNISHINGS
be reviewed by Contractor in the presence of the City Inspector to verify minimum clear distances required from all edges of slabs, trees, irrigation heads, and other obstructions are provided.
3.03 PROTECTION OF EXISTING IMPROVEMENTS: Contractor shall protect all existing improvements from damage due to Contractor's operations. All damage to existing improvements that result from Contractor's operations shall be repaired by Contractor at Contractor's expense.All turf areas that are damaged shall be fine graded, filling all depressions, wheel ruts and irregularities, and shall be resodded with the grass specified in Section 02480 Planting. Contractor shall make all repairs and shall restore all damaged turf areas at Contractor's sole expense.All trees and shrubs in and around the project site shall be protected by Contractor, and if damaged shall be replaced at Contractor's expense.
3.04 SITE FURNISHINGS INSTALLATION:
A. Boulders and Rock Cobble: Boulders shall be placed under the direction of the City Inspector or his field representative. Rock Cobble for masonry structures shall be installed by the masonry contractor. Rock Cobble for dry stream beds shall be installed as detailed.Obtain approval of sample 10'long section before proceeding.
B. Picnic Tables: Shall be fully assembled and located as approved by City inspector.
C. Trash Containers: Shall be fully assembled and located as approved by City inspector. Attach to paving with stainless steel anchors.
D. Bicycle Rack: Shall be fully assembled and located per plan as approved by City inspector. Attach to paving with stainless steel anchors.
E. Bicycle Repair Station: Shall be fully assembled and located as approved by City inspector. Attach to paving with stainless steel anchors.
F. Corn Hole Boards: Shall be fully assembled and located per plan as approved by City inspector.
G. Permanent Bollard: Shall be installed as detailed on plans and manufacturer's instructions.
H. Removeable Bollard: Shall be installed as detailed on plans and manufacturer's instructions.
I. Utility Box Cover:Shall replace existing utility box cover with adjacent paving material installed into pan lid.
Match color and finish of adjacent paving material.
3.05 CLEAN-UP: Throughout the duration of the project, Contractor shall provide trash receptacles for collecting debris, shall remove debris,trash and unused materials, and excess soil from the job site at regular intervals of not less than weekly and shall dispose of same off site in a legal manner.
END OF SECTION
SECTION 02461
SITE FURNISHINGS
SECTION 02480
PLANTING
PART 1 -GENERAL
1.01 RELATED DOCUMENTS:
A. Reference Standards: American Association of Nurserymen Standards.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Planting Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Soil preparation;
• Finish grading (as distinguished from fine grading per Section 02210 Grading); • Planting trees;
• Guying and staking trees;
• Planting shrubs and groundcovers;
• Maintenance;
• Plant establishment—90 calendar days;
• Coordination with Work of other Sections;
• Clean-up;
• Replacements, Repairs, Guarantees and Warranty Work.
1.03 RELATED WORK:
Submittals Section 00700, General Conditions, Article 9 Clear and Grub and Selective Demolition 02110
Site Grading 02210
Irrigation 02441
Electrical 16530
1.04 SOILS TEST: Contractor shall notify the City Inspector upon completion of fine grading and prior to commencement of soil preparation work. The Park Projects Inspector will obtain agronomic soils tests for all planting areas after completion of fine grading and prior to start of soil preparation work.Tests will be performed by an approved agronomic soils testing laboratory and will include a fertility and suitability analysis with written recommendations for soil preparation, planting backfill mix,auger hole requirements,and post plant fertilization program. The soils report recommendations will take precedence over the minimum amendment and fertilizer application rates specified herein if and when the soils report recommendations exceed the specified minimums.
Contractor shall allow a minimum two week period for the soils testing work commencing upon the Park Projects Inspector's acceptance of grade/the fine grading work per Section 02210 Grading.
1.05 GUARANTEE: The guarantee requirements of the Special Provisions are supplemented as follows as they pertain to the tree planting, broadleaf tree relocation and palm tree relocation portions of the Work. All trees installed and/or relocated under the Contract shall be guaranteed against any and all poor,inadequate or inferior materials and/or workmanship for a period of one(1)year following the date the Project Notice of Completion is filed with the County Recorder. During the guarantee period, any trees found to be dead, missing, or in poor condition shall be replaced by Contractor within ten(10)days of written notification.Park Projects Inspector shall be the sole judge as to the condition of the trees. Replacement shall be made in accordance with City standards.
Material and labor involved in replacing trees shall be provided by Contractor at no additional cost to City.
1.06 INSPECTIONS: Inspections will be required. Contractor shall contact the City Inspector at least 48 hours (2 working days)in advance of an anticipated inspection.An inspection will be required at each of the steps listed below:
A. General Planting Work:
SECTION 02480
PLANTING
1) Fine Grade Prior to Commencement of Soil Preparation: Upon completion of fine grading and prior to commencement of soil preparation, for acceptance of fine grading work/grade and taking of soils samples.
2) Finish Grade: Inspection of completed finish grading work following soil preparation work. 3) Plant Material: Inspection of plant materials upon delivery to the job site, but prior to planting. 4) Plant Locations: When container plants and/or bare root stock are spotted for planting, but before planting holes are excavated.
5) Completed Planting: When planting and all other indicated or specified work has been completed. 6) Chemical Applications: During application of pre-emergent chemical. 7) Start of Plant Establishment: At the start of the Plant Establishment Period. 8) End of the Plant Establishment: Prior to Final Acceptance of the Project for maintenance by City,the project will be inspected for end of the Plant Establishment Period.Acceptance for maintenance will be confirmed in writing bar the Parks Department Representative.Contractor shall remain responsible for maintenance until receipt of this written confirmation of City's acceptance of the Project for maintenance.
1.07 SUBMITTALS: The following written certifications are required to be submitted to the City Inspector upon delivery of the respective materials to the job site:
Total Quantity of commercial fertilizers, by type;
Total Quantity of soil amendments and conditioners, by type; Total Quantity of iron sulphate if specified.
1.08 PLANT ESTABLISHMENT PERIOD:
A. General Landscape Work: The length of the Plant Establishment Period for all general landscape work shall be 90 calendar days following approval of substantial completion. See also Subsections 3.12 Maintenance and Plant Establishment and 3.13 Start of Plant Establishment Period for the criteria to start plant establishment and the maintenance tasks required.
PART 2 - MATERIALS
2.01 FERTILIZER, SOIL AMENDMENTS AND CONDITIONERS:
A. Plant Tablets: Tightly compressed long-lasting, slow-release fertilizer tablets weighing 21 grams, with a potential acidity of not more than 5 percent by weight and having an analysis of 20-10-5 derived from the sources listed in the following guaranteed analysis:
GUARANTEED ANALYSIS
Total Nitrogen (N) 20%
Derived from urea formaldehyde
7.0% water soluble nitrogen
13.0% water insoluble nitrogen
Available Phosphoric Acid (P2O5) 10%
Derived from calcium phosphate
Soluble Potash (K20) 5%
Combined Calcium (Ca) 2.6%
Derived from calcium phosphates
Combined Sulfur(S) 1.6%
Derived from ferrous and potassium sulfates
Iron (expressed as elemental Fe) 35%
Derived from ferrous sulfate
SECTION 02480
PLANTING
B. Commercial fertilizer: Shall bear the manufacturer's guaranteed statement of analysis and shall meet the following minimum requirements: 16% nitrogen, 6% phosphoric acid, and 8% potash (16 -6 -8).
C. Organic Soil Amendment: Shall be a wood based product, nitrogen stabilized, and free of foreign matter.
D. Soil Conditioners:
Inorganic Conditioners. Inorganic conditioners shall be agricultural grade gypsum, soil sulfur and iron sulfate. Iron sulphate shall be ferric sulphate or ferrous sulphate in pelleted or granular form containing not less than 18.5% iron, expressed as metallic iron, and shall be registered as an agricultural mineral with the State Department of Food and Agriculture in compliance with Chapter 5 "Fertilizing Materials", of Division 7 of the Food and Agriculture Code of California, commencing at Section 14501.
2.03 HEADERS, STAKES AND TIES:
A. Headers:
"Headers shall be Concrete- Concrete shall be 5-1/2 sack mix with a maximum slump test of four inches(4"). Provide sufficient concrete forming and stakes(maximum 3'o.c.)to provide continuous line without waving."
B. Tree Stakes: Shall be straight-grained lodgepole pine, or City approved equal. Stakes shall be free from knots, checks, split, or disfigurements.
C. Tree Ties:Shall be made from tire casing,22"long by 3/4"wide,fastened to tree stake with two galvanized 5d roofing nails each.
2.04 MULCH:
A. Nitrolized Shavings: Shall conform to Standard Specifications Section 212-1.2.5 (a) Type I Mulch.
B. Tree Mulch: Shall be a ground wood product as produced through a wood chipper, and shall consist of twigs and branches with pieces of a maximum size of diameter by 4" long, free of seeds, trash and debris and other inert non-organic materials.
2.07 PLANTS:
A. General:All plants shall be true to name,with at least one of each bundle or lot tagged with the name and size in accordance with the American Association of Nurserymen Standards. In all cases,botanical names shall take precedence over common names. All plants and planting materials shall meet or exceed the specifications of Federal, State, and County Laws requiring inspection for plant disease and insect control.
B. Quality and Size.
1. Quality:All plant material shall comply with the definition for number one nursery stock per the current edition of"Horticultural Standards" as adopted by the American Association of Nurserymen.
2. Size:
a) All container plants supplied by Contractor shall be of the specified standard height and diameter set by the American Standard for Nursery Stock. The height of the trees shall be measured from the root crown to the last division of the terminal leader and the diameter shall be measured six (6) inches above the crown roots.
b) All palm trees shall be of a minimum overall height of 8 to 12 feet as measured from the crown of the rootball to the tips of the fronds, or four feet of brown trunk whichever is greater. c) All container grown plants shall be the size(s) as noted on the approved plans, but in no case less than a minimum 15 gallon container size,with minimum caliper and height in accordance with the American Association of Nurseryman standards for container plants.Where substitution of bare root stock is approved by the Street Tree Inspector, bare root stock shall conform to the SECTION 02480
PLANTING
American Nurseryman's Association standards. Minimum caliper shall be two(2)inch diameter and minimum height shall be twelve (12)feet.
PART 3 - EXECUTION
3.01 GENERAL:All Broadleaf Work shall be performed in a workmanlike manner by personnel with a minimum of 5 years experience in this type of Work, and to the satisfaction of the Park Projects Inspector.
3.02 WEED CONTROL MEASURES: Upon completion of all fine grading work per Section 02210 Grading,and prior to soil preparation, perform weed control measures as follows:
1. Irrigate all areas designated to be planted for a minimum of 10 minutes per setting, two settings per day for seven days to germinate all weed seed possible.
2. Apply a contact weed killer and allow sufficient time to obtain complete kill of all weeds germinated.
3. Repeat step one above.
4. Repeat step two above.
3.03 SOIL PREPARATION:
A. Work Sequence: All fine grading and mounding per Section 02210 Grading and weed control measures shall be completed prior to soil preparation.Soil Preparation Work shall not commence until the agronomic soils test has been completed. Should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again.
B. Soil Preparation: In all planting areas with gradients less than 3:1, areas to be soil prepared shall first be cross ripped to a minimum depth of 6" with tractor tines spaced at maximum 18" on center. Following cross-rip operations, a layer of soil amendments shall be spread and rototilled into the soil to a minimum depth of 4 inches, or as recommended by the soils report, so that the soil shall be loose,friable, and free from rocks, sticks, and other objects undesirable to planting.
C. Amendment Application Rates:The following soil amendments shall be added per 1,000 square feet to all planting areas (agronomic soil test recommendations shall take precedence where these minimum amounts are exceeded):
1. 4 cubic yards Type I organic soil amendment;
2. 15 pounds commercial fertilizer;
3. 100 pounds gypsum; and,
4. Soil sulfur per soils report.
3.04 FINISH GRADING: Contractor shall finish grade all planting areas, filling as needed or removing surplus dirt, raking to remove all rocks and debris over 1 inch in diameter, and floating to a smooth uniform grade.All areas shall slope to drain. Flow lines shall be established to roads,curbs,drainage swales and inlets,and/or sidewalks as shown on the Plans and as directed.All fill material placed within the top 12"from finish grade elevations in all planting areas shall be topsoil.
All landscape areas shall be finish graded (as distinguished from fine grading specified in Section 02210 Grading)to"dress out", maintain,and/or re-establish finish grades and flow lines as approved prior to amending the soil. Contractor shall call for inspection upon completion of finish grading work.Contractor shall not proceed with planting work until finish grades have been inspected and accepted by the City Inspector.
3.05 INSPECTION OF CONTAINER PLANTS:The root condition of plants furnished in containers will be checked by the Park Projects Inspector by removal of earth from the roots of not less than two plants nor more than 2% of the total number of plants of each species or variety from a single source and proposed for use in the Work.The roots of not less than two plants of each species or variety from each source may be checked by the City Inspector. The selection of plants to be checked will be made by the City Inspector.
Care shall be exercised to avoid rendering plants unsuitable for planting by virtue of this inspection.
However,all plants rendered unsuitable for planting shall be considered as samples,and replacements shall be provided at no additional cost to City. In case the sample plants are found to be defective,the entire lot or lots of plants represented by the defective samples will be rejected.
SECTION 02480
PLANTING
3.06 PLANTING BACKFILL:
A. Mixing:All backfill materials for all container plantings(excludes trees being relocated)shall be bulk mixed, not individually mixed at each plant pit.
B. Proportions: Backfill for planting pits shall be enriched using the following blend per cubic yard (agronomic soil test recommendations shall be reviewed prior to soil mixing):
1. Container Plants:
60% site soil;
3 lbs. gypsum;
2 lbs. iron sulphate;
40% Type I Organic Amendment; and,
2 lbs. commercial fertilizer.
3.07 PLANTING:
A. Tree and Shrub Planting:
1. Soil surrounding planting pit shall be in a friable condition and moist to a depth of 8".
2. Backfill new plantings using specified soil mix to within 8"of finish grade.At this depth,place the plant fertilizer tablets Agriform 20-10-5,21 grams each,or City approved equal.A minimum of 1 tablet for 1 gallon, 3 tablets for 5 gallons, 5 tablets for 15 gallons, and 8 tablets for a 24" box. Complete backfilling to finish grade.
3. Trees shall be planted at such a depth that the crown roots bear the same relative position to finish grade as the crown roots did in the soils where the trees were grown. Backfill after planting shall be compacted carefully into place without injuring the roots of the tree or breaking up the ball of earth surrounding the roots.
B. Groundcover and Vine Planting:
1. Prepare the soil in all planting areas(except where slopes exceed 3:1)by applying 1.5 cubic yards of Nitrolized Shavings and 5 lbs. of the specified commercial fertilizer per 1,000 square feet. Repeat fertilization at 30 day intervals throughout the duration of the Contract up to 4 applications,after which decrease frequency to once every 90 days.
2. All planting areas, areas to receive Tree-Mulch and bare dirt areas shall be treated with a pre-emergent chemical (subject to approval by the Park Projects Inspector prior to application).
Chemicals shall be applied by a licensed Pest Control Agent. This treatment shall be applied at the following times during the Contract: a)before planting, b)at beginning of Plant Establishment Period, and c) at end of Plant Establishment Period. The Park Projects Inspector, (951) 712-4642, shall be given a minimum of 48 hours(2 working days)notice prior to each application. No chemicals shall be applied other than in the presence of the Inspector.
3. All areas designated to receive Tree-Mulch shall have mulch applied and spread to provide a uniform thickness of not less than 3" of mulch, and shall be neat and clean, free of trash.
3.08 TREE STAKING: Stake trees in accordance with the Parks, Recreation &Community Services Department's standard detail or as detailed on plans.
3.09 WATERING:
A. Responsibility: It shall be Contractor's responsibility to maintain a balanced watering program to ensure proper growth until Final Acceptance of the Work.
B. Initial Watering: Immediately after planting,apply water to each plant.Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground.
C. Ongoing Watering:Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of plants.
D. Irrigation:
SECTION 02480
PLANTING
1. Contractor shall properly and completely maintain the irrigation system. A balanced water program shall be maintained to ensure proper germination and growth until Final Acceptance of the Work.
Plants which cannot be watered sufficiently with the irrigation system shall be watered by means of a hose.
2. All controllers are to have each station individually adjusted on a weekly basis. System shall be set considering the application rate each area is capable of receiving.The system shall operate on short intervals, with the cycle repeating at a later time to reduce runoff.
3.10 MAINTENANCE AND PLANT ESTABLISHMENT:
"Contractor shall maintain all areas within the Work Limits of this Contract on a continuous basis during the Plant Establishment Period (90 calendar days) and until Final Acceptance".
3.11 CRITERIA FOR START OF PLANT ESTABLISHMENT:
The Plant Establishment Period shall not commence until all of the following criteria have been met:
All Elements Complete: All elements of the Project that impact the landscape are completed in accordance with the Contract Documents. Projects will not be segmented into phases.
Permanent Power Established: Permanent electrical power to remote controllers has been established.
"First Mowing" Approved and Completed: The first mowing of the newly planted turf areas has been approved and completed. For Plant Establishment purposes"First Mowing"is defined as the first mowing after the point in time that a minimum of 85%of the turf area has attained a minimum height of 2". Until the above specified percentage of turf area is established and mown,Contractor shall mow as necessary to maintain those portions of turf exceeding 2" at the mowing height of 1 1/2 inches. At no time shall any turf exceed 3" in height.
Written Acceptance: The written acceptance of the Parks Department Representative is received to authorize start the Plant Establishment Period.
If the City Representative determines that the project maintenance is failing to continuously meet the standards required,the Plant Establishment Period"day count"may be suspended and will not re- commence until Contractor has corrected all deficiencies to the satisfaction of the Parks Department Representative. If such suspension of the Plant Establishment Period occurs and extends beyond a maximum of 15 calendar days,then liquidated damages may be assessed for each calendar day where suspension of the establishment continues."
3.12 MAINTENANCE TASKS:
A. General: During the contract period provide all watering, weeding, mowing, fertilizing, and cultivation as necessary to keep the plants and turf in a healthy growing condition, neat, edged, and attractive. All shrubs planted by Contractor shall be pinched and pruned as necessary to encourage new growth and to eliminate rank sucker growth. Old wilted flowers and dead foliage shall be immediately pinched or cut off. Do not prune trees without written approval of the Parks Department Representative.
B. Iron Chlorosis: After planting and during the Plant Establishment Period, in the event that any plantings exhibit iron chlorosis symptoms, apply FE 138 Geigy or equivalent at manufacturer's recommended rates.
C. Replacement Plantings: During the Plant Establishment Period, should the appearance of any planting installed by Contractor indicate weakness,that plant shall be replaced immediately with a new, healthy plant. At the end of the Plant Establishment Period, all plant materials shall be in a healthy, growing condition and spaced as indicated on the plans.
SECTION 02480
PLANTING
D. Fertilization:Contractor shall apply commercial fertilizer to all groundcover and turf areas at a rate of 5 pounds per 1,000 square feet,at 30-day intervals,for 3 applications as a minimum,above and beyond the original soil preparation application.
E. Planting Establishment: All planting areas that do not show a prompt establishment of plant material,and areas where plant material is missing,shall be replanted at 10-day intervals until the plant material is established. For turf sod plantings,sod shall exhibit sufficient root growth knitting into the subgrade such that the sod can no longer be removed by hand. If a good rate of growth has not been demonstrated within 30 days of first planting/hydroseeding, Contractor shall be responsible to determine the appropriate horticultural practices necessary to obtain good growth.
Contractor shall obtain agronomic soils testing of all areas not showing good growth and shall provide copies of the test results to the Parks Department Representative to verify the appropriateness of all maintenance work performed. If additional soil amendments are needed,up to a maximum 25% beyond the application rate specified, such amendments shall be provided by Contractor at no additional cost to City.
F. Grading and Drainage: During the Plant Establishment Period all flow lines shall be maintained to allow for free flow of surface water. Displaced material which interferes with drainage shall be removed and placed as directed. Low spots and pockets shall be graded to drain properly. Jute netting shall be installed at flow lines and other locations where erosion is evident,when directed by the City Inspector.
1. Damage to planting areas shall be repaired immediately and throughout the Plant Establishment Period. Depressions caused by vehicles, bicycles,or foot traffic shall be filled and leveled. Replant damaged areas.
2. All paved areas shall be washed and maintained in a neat and clean condition at all times.
3. All subsurface drains and inlets shall be periodically cleared of debris, leaves and trash and flushed with clear water to avoid build up of silt and debris.
4. Debris and trash shall be removed from the site daily.
G. Disease and Pest Control: Throughout the Plant Establishment Period, all plants shall be maintained in a disease and pest free condition. During the plant establishment period provide all herbicide and pesticide applications as necessary to keep the plants and turf areas free of weeds, diseases and pests. A licensed pest control operator shall be retained by Contractor to recommend and apply all pesticides, herbicides,and fungicides. Exterminate gophers,moles,and all other rodents, and repair damage.
3.13 END OF PLANT ESTABLISHMENT PERIOD: :
A. Request for Inspection:When Contractor believes the Plant Establishment Period is complete and the Project is ready for Final Acceptance, Contractor shall request inspection of the Project. The Park Projects Inspector will inspect the Project for Final Acceptance. Deficiencies noted during inspection shall extend the Plant Establishment Period until all are corrected.
B. Established Plantings: All planting areas shall show a good rate of growth and shall be well established "filled in" plantings free of voids. Bare areas will be unacceptable. Contractor shall provide sod or plantings from flats as necessary to fill in all bare areas.Such sod or plantings shall be planted a minimum of 10 days prior to the end of the Plant Establishment Period and shall have roots "knit-in"to the native soil.
C. Written Acceptance: Final Acceptance and assumption of maintenance responsibilities by City shall occur only upon the Parks Department Representative's written acceptance of the Project for maintenance by City."
3.14 CLEAN UP: Upon completion of the Work, Contractor shall smooth all ground surfaces; remove excess materials, rubbish,debris,etc.;sweep adjacent streets, curbs,gutters;wash down all walkways,and trails;and remove construction equipment from the premises.
END OF SECTION
SECTION 02480
PLANTING
SECTION 02751
CONCRETE PAVING AND CURBS
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor,materials,equipment,appliances and services necessary for the execution and completion of all Concrete Paving and Curbs Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Exterior flatwork,walks and slabs as shown on the Plans(excludes Decorative Finish Concrete per Technical Specifications Section 02768);
• Curbs, headers, channel gutters;
• Miscellaneous concrete work and foundations(excludes Cast-in-Place structural concrete and foundations per Technical Specifications Section 03300);
• Cement, finish,joints, saw-cutting, and patching; • Setting of items to be inserted into concrete;
• Curing;
• Testing;
• Placing of sleeves and conduit stubs under slabs; • Coordination with Work of other Sections;
• Clean-up; and,
• Replacements, Repairs, Guarantees and Warranty Work.
1.02 RELATED WORK:
Submittals General Conditions, Article 5.22
Drainage System Section 02410
Irrigation sleeves Section 02441
Site Furnishings Section 02461
Specialty Finish Concrete Section 02768
Form Work Section 03100
Concrete Reinforcement Section 03200
Cast-in-Place Concrete Section 03300
Electrical Conduit sleeves Section 16530
Furnishing and determining location of items to be inserted into concrete
1.03 CONCRETE MATERIAL: All transit mixed concrete delivered to the site for this project shall be obtained from Holiday Rock,2193 W. Foothill Blvd., Upland,CA.The City of Upland will be responsible for payment to Holiday Rock for all transit mixed concrete ordered and delivered to the project site based on approved delivery tickets.
The contractor will be responsible for the scheduling and ordering of concrete from Holiday Rock, including mix design, color additives, etc. All orders for concrete from Holiday Rock shall be approved by the City inspector prior to delivery.All installation and finishing of concrete, including pumping if required, shall be the contractor's responsibility.
1.04 GUARANTEE: All Work of this Section shall be guaranteed against cracking, lifting, separation, and other such defect for a minimum period of one (1)year following Final Acceptance of the Project.
1.05 STANDARDS:Testing, materials,and workmanship shall conform to the requirements of all applicable codes,except that requirements specified herein shall govern where such requirements exceed the requirements in the Building Code.
1.06 SLOPE AND SMOOTHNESS TOLERANCES AND ADA COMPLIANCE:All exterior cement finish surfaces shall be sloped sufficiently to drain without puddling or birdbaths. Finish surfaces shall be of such smoothness and evenness that the surface shall contact the entire length of a 10-foot straight edge laid in any direction,with an allowable tolerance of 1/8 inch. All flatwork, pedestrian ramps, walkways and slabs shall comply with the requirements of the Americans with Disabilities Act as well as both Federal Guidelines and State Title 24 requirements for disability access. Irrespective of plan grade information shown, Contractor shall have primary SECTION 02751
CONCRETE PAVING & CURBS
responsibility to ensure compliance with ADA requirements and shall immediately bring to the attention of the Architect/Engineer any deviations or discrepancies in the plans that would preclude such compliance. Any operations necessary to achieve this result shall be performed by Contractor at no additional cost to City.
1.07 PATCHING: No patching will be permitted to correct defective work without the prior knowledge of the City Inspector. Patching of slabs to eliminate bird baths will not be permitted,defective panels shall be removed and replaced. No extension of time will be allowed for correcting defective work. Granting of consent to attempt patching as a remedy to defects will not constitute a waiver of City's right to reject and require removal and replacement if the patching is deemed unacceptable by the City Inspector.
1.08 INSPECTIONS: Inspections will be required. Contractor shall call for inspection a minimum of 48 hours(two working days)prior to need. Contractor shall call for inspection upon completion of each of the following specific phases of construction, each prior to pour:
• All form work placement or construction;
• All footing excavation;
• Subgrade preparation;
• Steel reinforcing placement.
Contractor shall notify the City Inspector a minimum of 48 hours prior to each concrete pour. Any Work covered prior to inspection shall be opened to view by Contractor at Contractor's expense.
1.09 TESTING: All testing shall be as required by the Standard Specifications.
PART 2 - MATERIALS
2.01 CONCRETE: Concrete shall be a minimum 5-sack mix, with a maximum 4-inch slump, with ultimate compressive strength at 28 days as specified in the Concrete Mix Section. No admixtures will be allowed. Minimum 2500 PSI.
2.02 REINFORCING STEEL: Shall be in accordance with Section 03200 Concrete Reinforcement.
2.03 EXPANSION JOINTS:
A. Expansion Joints: Shall be as shown on Plans. Submit samples of preformed material and sealant for approval of the City Representative.
B. Control Joints: Shall be as shown on the Plans.
2.04 CONCRETE CURING COMPOUND: Shall be Type 1,all of one manufacturer,either"Clear Seal"as manufactured by A. C. Horn, or"Burke Cure Seal" as manufactured by Burke Concrete Accessories, Inc. or City approval equal.
2.06 FORM LUMBER: Shall be Douglas Fir, construction grade or better, conforming to the Technical Specifications Section 03100 Formwork.
PART 3 - EXECUTION
3.01 GENERAL. Contractor shall provide copies of all load tickets to the City Inspector for all transit-mixed concrete delivered to the site.
3.02 FORM WORK: Forms shall be substantial, unyielding,true to line and grade,and shall be placed to conform with the dimensions for the Work as noted on the Plans and shall conform to Technical Specifications Section 03100 Form Work.
3.03 PLACING CONCRETE: Transport, place and spread concrete in a manner to prevent segregation of aggregate.
Reinforcing shall be supported by metal or plastic chairs and shall be placed as needed.Concrete supports shall not be used.
SECTION 02751
CONCRETE PAVING & CURBS
3.04 CONCRETE FINISHING:
A. Finish: Exterior slabs and walks shall be finished with a non-slip, uniform medium broom surface, transverse to direction of slab, unless otherwise shown on the Plans. No advertising impression,stamp,or mark of any description will be permitted on surface of concrete or cement finish.
B. Installation, Slope and Drainage: Install all concrete and cement finish work true to lines, dimensions and grades. All concrete slabs shall slope to drain. Depressions in the slab surface that hold water ("bird baths")will not be acceptable.
C. Protection: Protect all finished concrete from graffiti.Contractor shall be responsible for providing concrete watchperson. A graffitied finish will not be acceptable.
3.05 CURING: Initial curing shall be moist curing or moisture cover curing, and shall continue for at least 168 cumulative hours (not necessarily consecutive), during which time the concrete has been exposed to air temperatures above 50°F. Avoid rapid drying at the end of the curing period. Use water that is free of impurities which could etch or discolor concrete surfaces. Do not use liquid membrane curing compounds on surfaces which are to be covered with a coating material applied directly to the concrete or with a covering material bonded to the concrete, such as other concrete, liquid floor hardener, waterproofing, damp-proofing, flooring, painting, and other coatings and finish materials, unless otherwise acceptable to the inspector.
3.06 COORDINATION: All items that require a foundation and are shown to be located within a slab (e.g. drinking fountains)shall be set in properly cured footings as specified prior to placing the slab. The required cure time for all such footings shall be a minimum of 14 days.
3.07 DEFECTIVE CONCRETE: Remove and replace all defective concrete and defective cement finish work. Removal and replacement shall be for full panels to the nearest crack control or expansion joint unless approved otherwise in advance by the City Inspector. Permission to patch any defective area shall not be a waiver of City's right to require complete removal of defective work if patching does not restore quality,durability and appearance of the Work to the equivalent of a properly constructed concrete item/slab.
3.08 CLEAN-UP: Remove all concrete spoil and clean all laitance, spills, stains and splatters from all equipment, poles, standards and surfaces. Remove all forming from the site and clean up and legally dispose of all debris and trash that may result from the Work of this Section.
END OF SECTION
SECTION 02751
CONCRETE PAVING & CURBS
SECTION 02764
PAVEMENT JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Expansion and contraction joints within cement concrete pavement.
2. Joints between cement concrete and walls.
B. Related Sections:
1. Section 02751 Concrete Paving and Curbs.
2. Section 02768 Decorative Concrete Pavement
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: For each type and color of joint sealant required.
C. Product certificates and test reports.
D. Compatibility and Adhesion Test Reports: From sealant manufacturer.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles.
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience.
1. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated.
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
Section 02764
PAVEMENT JOINT SEALANTS
2.3 COLD-APPLIED JOINT SEALANTS
A. Multi-Component Urethane Sealant for Concrete: High performance multi-component polyurethane sealant for horizontal expansion joints.
1. Available Products:
a. Tremco: THC-900.
b. Sika Sikaflexflex Self Leveling.
c. Dow Corning
2.4 JOINT-SEALANT BACKER MATERIALS
A. General: Provide joint-sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint-sealant manufacturer based on field experience and laboratory testing.
B. Round Backer Rods for Cold-Applied Sealants: ASTM D 5249, Type 3, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions.
B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint- sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience.
C. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.
D. Install backer materials to support sealants during application and at position required to produce optimum sealant movement capability. Do not leave gaps between ends of backer materials. Do not stretch, twist, puncture, or tear backer materials. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials.
E. Install sealants at the same time backings are installed to completely fill recesses provided for each joint configuration and to produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.
F. Immediately after sealant application and before skinning or curing begins, apply fine grade (60) silica sand to joint surface, to prevent tracking.
G. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur.
Section 02764
PAVEMENT JOINT SEALANTS
H. After curing, remove excess silica sand.
END OF SECTION
Section 02764
PAVEMENT JOINT SEALANTS
SECTION 02768
DECORATIVE CONCRETE PAVEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes exterior cast-in-place cement concrete for the following:
1. Walkways, integral colored.
2. Wall caps
3. Pavement, integral colored and sandblasted
4. Concrete stairs
B. Related Sections:
1. Section 02764 JOINT SEALANTS
2. Section 02715 CONCRETE PAVING AND CURBS
3. Section 03100 FORMWORK
4. Section 03200 CONCRETE REBAR
5. Section 03300 CAST IN PLACE CONCRETE
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Design Mixtures: For each concrete pavement mixture.
C. Samples: Provide 3'x3' sample of each type of color and finish
1.3 CONCRETE MATERIAL: All transit mixed concrete delivered to the site for this project shall be obtained from Holiday Rock, 2193 W. Foothill Blvd., Upland, CA. The City of Upland will be responsible for payment to Holiday Rock for all transit mixed concrete ordered and delivered to the project site based on approved delivery tickets. The contractor will be responsible for the scheduling and ordering of concrete from Holiday Rock, including mix design, color additives, etc. All orders for concrete from Holiday Rock shall be approved by the City inspector prior to delivery. All installation and finishing of concrete, including pumping if required, shall be the contractor's responsibility.
1.4 QUALITY ASSURANCE
D. Manufacturer Qualifications: Manufacturer of ready-mixed concrete products who complies with ASTM C 94/C 94M requirements for production facilities and equipment.
Section 02768
DECORATIVE CONCRETE PAVEMENT
PART 2 - PRODUCTS
2.1 FORM MATERIALS
A. Rough-Formed Finished Concrete: Plywood, Douglas fir lumber, metal, or another approved material.
Provide lumber dressed on at least two edges and one side for a tight fit.
B. Provide sufficient staking, shoring and/or bracing of forms as required to adequately secure forms during placement of concrete.
C. See Section 03100 FORMWORK for other requirements.
2.2 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed.
B. Plain Steel Wire: ASTM A 82, as drawn.
C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice."
D. See Section 03200 CONCRETE REINFORCEMENT for other requirements.
2.3 CONCRETE MATERIALS
A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project:
1. Portland Cement: ASTM C 150, Type II
B. Normal-Weight Aggregates: ASTM C 33, Class 4S coarse aggregate, uniformly graded, not greater than 1"size. Provide aggregates from a single source.
C. Water: ASTM C 94/C 94M.
D. Air-Entraining Admixture: ASTM C 260.
E. Chemical Admixtures: ASTM C 494/C 494M, of type suitable for application, certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material.
2.4 CURING MATERIALS
A. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.
B. Water: Potable.
Section 02768
DECORATIVE CONCRETE PAVEMENT
2.5 RELATED MATERIALS
A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber or approved equal.
B. Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, free of carbon black, nonfading, and resistant to lime and other alkalis. As manufactured by L.M. Scofield, or equal.
2.6 CONCRETE MIXTURES
A. Prepare design mixtures, proportioned according to ACI 301, with the following properties:
1. Compressive Strength (28 Days): Not less than 2500 psi for natural color pavements, Not less than 3000 psi for colored pavements.
2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45.
3. Slump Limit: Not more than 4 inches.
4. Air Entrainment by total volume of concrete should be 4 percent to 6 percent for 1 '/2 max. size aggregate.
B. Color Pigment: Add integral color pigment to concrete mixture according to manufacturer's written instructions.
2.7 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Proof-roll prepared base surface below pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Add base material as required to low areas and re-compact.
3.2 EDGE FORMS AND SCREED CONSTRUCTION
A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement.
B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage.
C. Comply with requirements of section 03100 Concrete Formwork.
Section 02768
DECORATIVE CONCRETE PAVEMENT
3.3 STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.
B. Comply with requirements of section 03200 Concrete Reinforcement.
3.4 JOINTS
A. General: Form construction, expansion, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated.
B. Construction Joints: Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one-half hour unless pavement terminates at isolation joints.
C. Expansion Joints: Form expansion joints of preformed joint-filler strips abutting walls, concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated on plans.
D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness.
E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool to a 3/8-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces.
3.5 CONCRETE PLACEMENT
A. Moisten sub-base to provide a uniform dampened condition at time concrete is placed.
B. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete.
C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place.
D. Screed pavement surfaces with a straightedge and strike off.
E. Commence initial floating using bull floats or darbies to impart an open textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments.
3.6 FINISHING
A. General: Do not add water to concrete surfaces during finishing operations.
B. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared, and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture.
1. Medium-to-Fine-Textured Broom Finish: Draw a soft bristle broom across trowel-finished concrete surface perpendicular to line of traffic to provide a uniform, fine-line texture.
Section 02768
DECORATIVE CONCRETE PAVEMENT
3.7 CONCRETE PROTECTION AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screening, and bull floating or darbying concrete, but before float finishing.
C. Begin curing after finishing concrete but not before free water has disappeared from concrete surface.
3.8 PAVEMENT TOLERANCES
A. Comply with tolerances of ACI 117 and as follows:
1. Elevation: 1/4 inch.
2. Thickness: Plus 3/8 inch, minus 1/4 inch.
3. Surface: Gap below 10-foot long, unleveled straightedge not to exceed 1/8 inch.
4. Joint Spacing: 3 inches.
5. Contraction Joint Depth: Plus 1/4 inch, no minus.
6. Joint Width: Plus 1/8 inch, no minus.
3.9 PAVEMENT MARKING
A. Allow concrete pavement to cure for 28 days and be dry before starting pavement sand blasting and staining.
B. Sweep and power clean surface to eliminate loose material and dust.
C. Overlay concrete with approved artwork stencil. Secure stencil in place to prevent movement. Stencil shall be weighted as need to provide a tight connection with the concrete surface.
D. Sand blast area within the stencil. Obtain approval of sandblast depth from City representative.
E. Remove all dust and sand blast material by vacuuming. Do not blow dust material into the air.
F. Apply stain to sand blasted areas with approved stain material and color, being careful not to apply any stain to surrounding concrete.
3.10 REPAIRS AND PROTECTION
A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section.
B. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement.
C. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections.
Section 02768
DECORATIVE CONCRETE PAVEMENT
END OF SECTION
Section 02768
DECORATIVE CONCRETE PAVEMENT
SECTION 02780
TACTILE WARNING SURFACING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Surface-applied detectable warning tiles.
B. Related Requirements:
1. Section 02751 Concrete Paving & Curbs
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Samples for Initial Selection: For each type of exposed finish requiring color selection.
C. Samples for Verification: For each type of tactile warning surface, in manufacturer's standard sizes unless otherwise indicated, showing edge condition, truncated-dome pattern, texture, color, and cross section; with fasteners and anchors.
1.3 QUALITY ASSURANCE
A. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution.
1. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
1.4 PROJECT CONDITIONS
A. Cold-Weather Protection: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Remove and replace unit paver work damaged by frost or freezing.
1.5 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of tactile warning surfaces that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
TACTILE WARNING SURFACING
SECTION 02780
a. Deterioration of finishes beyond normal weathering and wear. b. Separation or delamination of materials and components.
2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 TACTILE WARNING SURFACING, GENERAL
A. Accessibility Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1 for tactile warning surfaces.
1. For tactile warning surfaces composed of multiple units, provide units that when installed provide consistent side-to-side and end-to-end dome spacing that complies with requirements.
2.2 DETECTABLE WARNING PAVERS
A. Surface Installed Detectable Warning Pavers: Accessible truncated dome detectable warning pavers, manufactured for installation on concrete surfaces, with slip resistant surface treatment on domes.
1. Manufacturer: Endicott
Available through: Thompson Building Materials or equal.
2. Material: 2-1/4" x 4" x 8" Handicap Detectable Warning Paver a. Brick paver with truncated domes on one surface, 1.0 inches in diameter by 0.2 inches high, spaced 2" on center, with 8 domes per paver.
3. Color: Medium Ironspot#46
4. Mounting: Mortar set on concrete base as detailed on plans.
2.3 ACCESSORIES
A. Mortar: Premium Crack Prevention Thin-set Mortar for adhering paver units to concrete as follows:
1. Manufacturer: Custom Building Products.
2. Product: FlexBond Premium Crack Prevention Thin-set Mortar, gray color, available in 50 lb. bags.
B. Grout: General Purpose joint grout.
1. Manufacturer: Quikrete
2. Product: Non-Shrink General Purpose Grout, gray color, available in 50 lb. bags.
TACTILE WARNING SURFACING
SECTION 02780
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that concrete base pavement is cured and in suitable condition to begin installation according to manufacturer's written instructions. Verify that installation of tactile warning pavers will comply with accessibility requirements upon completion.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION OF DETECTABLE WARNING PAVERS
A. General: Prepare mortar adhesion material according to manufacturer's written instructions unless otherwise indicated.
B. Install brick pavers on concrete base with screeded thin-set mortar with notched trowel.
Set brick in running bond pattern with 1/4" wide joints.
C. After brick paver installation has fully cured, grout joints flush with surface of pavers.
Grouting shall extend the full depth of the pavers. Clean off all excess grout from paver surfaces.
3.3 CLEANING AND PROTECTION
A. Remove and replace tactile warning pavers that are broken or damaged or do not comply with requirements in this Section. Remove in complete sections from joint to joint unless otherwise approved by Landscape Architect. Replace using the same material as acceptable to the City representative.
B. Protect tactile warning pavers from damage and maintain free of stains, discoloration, dirt, and other foreign material.
END OF SECTION
TACTILE WARNING SURFACING
SECTION 02780
SECTION 02782
STABILIZED DECOMPOSED GRANITE SURFACING
PART 1: GENERAL
1.1 SUMMARY
A. This section includes materials and execution information for construction with aggregate with Natracil binder for pathway and picnic area seating.
B. Related Sections:
Section 02210: Grading
Section 02751 Concrete Paving & Curbs
1.2 REFEERENCES
A. ASTM C136 / C136M — 14, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.
B. ASTM D2419 — 14, Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregates.
1.3 SUBMITTALS
A. Submit in accordance with General Conditions, Article 5.22 - Submittal Procedures:
B. Product Data
1. Manufacturer's product data sheet.
2. Stabilized crush aggregate gradation specification indicating that the product meets specifications.
3. Manufacturer's safety data sheet.
C. Samples
1. (1) Quart sample of stabilized crushed aggregate paving.
D. Mockup
1. Install 10' x 10' minimum of stabilized crushed aggregate paving at a location approved by Landscape Architect.
2. Allow Landscape Architect to review test plot before proceeding with rest of stabilized crushed aggregate paving. Once it is approved work can begin.
3. Approved mockup may remain as part of completed work.
1.4 QUALITY ASSURANCE
A. It is highly recommended to use a licensed C-12 Earthwork and paving contractor.
This classification includes the mixing fabricating and placing of paving and any Section 02782
STABILIZED DECOMPOSED GRANITE SURFACING
other surfacing materials like decomposed granite. If a landscape contractor is used, they must have five years demonstrated experience.
B. Storage: Protect stabilized crushed aggregate mix from contamination. Store undercover. If the blended and hydrated aggregate is sitting for long periods of time (longer than 48 hours), or when subject to rainfall, it needs to be turned with a skid steerer or loader to ensure consistent moisture content throughout prior to installation. Verify hydration level with snowball test before installation. For any questions regarding storage, contact the manufacturer or local dealer.
1.5 SITE CONDITIONS
A. Ensure that the subgrade and base are properly graded and compacted to required specifications.
B. Do not install the pathway aggregate during rain. Rain within 3-5 days after the installation will increase curing time.
C. Protect all nearby surfaces, plants, and structures from possible contamination from materials or damage from equipment.
D. It is not recommended to install when temperatures are below 40 degrees Fahrenheit as it will slow down curing/drying process.
1.6 HANDLING AND STORAGE
A. Handling: When dealing with un-blended material, wear appropriate respirator when ventilation is inadequate. Avoid contact with skin and eyes.
B. Storage: Protect stabilized crushed aggregate mix from contamination. Store undercover. If the blended and hydrated aggregate is sitting for long periods of time (longer than 48 hours), or when subject to rainfall, it needs to be turned with a skid steerer or loader to ensure consistent moisture content throughout prior to installation. Verify hydration level with snowball test before installation. For any questions regarding storage, contact the manufacturer or local dealer.
PART 2: PRODUCTS
2.1 MANUFACTURERS
A. Dealers:
Gail Materials
10060 Dawson Canyon Road
Corona, CA 92883
(951) 667-6106
2.2 MATERIALS
A. Crushed Aggregate Materials:
1. Crushed Aggregate Material shall consist of sound, angular, durable particles. Color as indicated on plans.
Section 02782
STABILIZED DECOMPOSED GRANITE SURFACING
2. Gradation, in accordance with ASTM C136:
Optimal Gradation
Sieve Percent Passing
1/2" 100%
3/8" 90-100%
No. 4 50-100%
30 25-55%
100 10-20%
200 5-18%
S.E. 30-50%
B. Natracil Organic Soil Binder
1. Soil-Secure powdered organic binder designed to be blended with crushed aggregate.
2. Made from 100% Psyllium Husk Industrial Powder
3. The soil binder shall be premixed with the specified crushed aggregate by the manufacturer at a rate of 10 lbs. per ton of aggregate.
PART 3: EXECUTION
3.1 PREPARATION
A. Prepare the Subgrade
1. Excavate the area to the depth required so that the finish grade can be established as noted on plans. See decomposed granite detail for base and decomposed granite with Soil-Secure thickness and edging detail.
2. Compact the subgrade to 95% Modified Proctor Density.
3.2 SPREADING OF DECOMPOSED GRANITE WITH BINDER
A. The use of a paving machine is highly recommended for large projects to evenly spread Pathway Aggregate at the specified depth. It's recommended to screed the material to ensure the depth is consistent for smaller projects or projects with tight areas.
B. Spread the loose and uncompacted Pathway Aggregate over the compacted base.
C. Install a maximum 2" lift thickness and soak with sufficient water to activate Natracil through entire depth of lift. Install the additional lifts and soak with sufficient water to activate Natracil as required.
3.3 COMPACTION OF DECOMPOSED GRANITE WITH BINDER
A. Following grading of material, apply water until moisture penetrates the full depth of the material. Moisture activates the Soil-Secure binder, so make sure the moisture Section 02782
STABILIZED DECOMPOSED GRANITE SURFACING
penetration is total and complete. Test saturation using a core sample.
B. After thorough moisture penetration, compact the aggregate using a 3 to 5-ton double or single static drum roller, or equivalent. Do not use a vibratory compactor.
See drawings for final paving thickness.
C. Compaction will vary with different aggregates due to particle shape and size. It will compact 20-25%, less if using paving machinery. This level of compaction needs to be monitored as early as possible (starting during the test plot) to determine the actual degree of compaction. It is better to put down too much material and to remove it from the top than to put down too little and add a layer later.
D. Compact to 95% Modified Proctor Density.
E. Divert all traffic from compacted material until the surface dries completely and is fully cured, a minimum of 24-72 hours. Allow additional drying time in cooler weather. Keep water off the surface while drying.
3.4 COMPLETING INSTALLATION
A. Apply a light spray to the surface of the material to give a clean appearance. Apply water until the water begins to run-off.
B. Do not allow any traffic on the newly installed pathway until fully cured, a minimum of 24-72 hours.
3.5 REPAIRS
A. Repair of Damaged Area
1. Excavate the damaged area and scarify exposed Pathway Aggregate.
2. Install pre-blended replacement crushed stone aggregate material with Soil- Secure binder. Apply the material to the excavated area. Thoroughly water the material to achieve an 8-10% moisture content. Compact as previously prepared.
3. Allow the newly installed Pathway Aggregate to cure, but not completely dry out.
4. Re-compact the material, ensuring that the final grade and crown are maintained.
3.6 MAINTENANCE
A. All outdoor products require a level of maintenance analysis. It is recommended to do a thorough analysis of your installed blended aggregate 7 days after installation followed by monthly analysis to ensure no alterations are required.
B. Erosion damage
1. If you do experience erosion damage, first look at ways to get the water Section 02782
STABILIZED DECOMPOSED GRANITE SURFACING
away or slow the water down, that's causing the damage.
2. Replace the lost material with new material following the guidelines below.
C. Excess loose material
1. Directly after the installation, the aggregate surface will be smooth because of the weight of the fresh compaction. As the surface weathers with traffic and time, the larger particles of the aggregate will loosen on the surface to create a natural look and feel which is often sought after. The loose aggregate particles on your surface should not exceed 1/4" in depth.
2. Sweeping off the excess particles can be accomplished in areas where excess 1/4" chip is not detrimental. These loose particles can also be shoveled and removed from site. The remaining surface will eventually chip loose again, so new material is recommended as a top up (see instructions below) after doing this more than once.
3. If material exceeds a 1/4", redistribute the particles over a greater surface, scarify the surface to a depth of 1" and water to a 1" depth and compact with a roller of no less than 1000-lbs. Keep traffic off for 24-72 hours.
END OF SECTION
Section 02782
STABILIZED DECOMPOSED GRANITE SURFACING
SECTION 03100
FORMWORK
PART 1 - GENERAL
1.01 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Form Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• All form work for construction of the Project, including but not limited to the following project elements:
• concrete walkways and exterior pavement;
• concrete headers:
• concrete pedestrian ramps;
• concrete retaining walls;
• concrete stairs:
• miscellaneous concrete structures
• Coordination with Work of other Sections; and,
• Clean-up.
1.02 RELATED WORK:
Concrete Paving and Curbs Section 02515
Decorative Concrete Pavement Section 02768
Concrete Reinforcement Section 03200
Cast-in-Place Concrete Section 03300
1.03 INSPECTIONS: Contractor is responsible to call for inspection of all forming prior to pouring concrete.
PART 2 - MATERIALS
2.01 QUALITY ASSURANCE: Products used in the Work of this Section shall be produced by manufacturers regularly engaged in the manufacture of similar items with a history of successful production acceptable to the Parks Department Representative.
2.02 WOOD: Form lumber shall be Douglas Fir Construction Grade or better. Plywood shall be B-B Plyform Class I Exterior DFPA.
2.03 ACCESSORIES: Form hardware,ties,clamps,spreaders,stakes,etc.,shall be of adequate strength to maintain form in place before, during, and after placement of concrete.
PART 3 - EXECUTION
3.01 GENERAL:
A. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section.
B. Form Design: It is Contractor's responsibility to design forms,shoring and bracing adequate to support the men and materials, and to support all vertical and lateral loads imposed upon them, and in compliance with the requirements of the American's with Disabilities Act,related Federal Access Guidelines and State Title 24 code requirements. Forms shall be substantial, unyielding,true to line and level,sufficiently tight to prevent leakage of mortar and shall conform exactly to the dimension indicated on the Plans. No wood of any kind, with the exception of wood bucks and nailing blocks, shall be installed inside the forms.
SECTION 03100
FORMWORK
All points in the Form Work shall be accessible for cleaning and inspection prior to pour. Temporary openings shall be left where necessary.
C. Coordination: Contractor shall afford every tradesperson required to fasten Work to the structure every facility for fastening sleeves, inserts, boxes, bolts, anchors, or other rough hardware accurately and securely in the forms. When form ties are removed,there shall be no metal closer than 1"from the surface of the concrete.
3.02 FORMING:
A. Exposed concrete surfaces: Forming for exposed concrete surfaces shall be constructed to show a minimum number of joints. Use full size sheets of plywood forming wherever possible. Unless otherwise shown on the Plans,joints shall be as inconspicuous as possible, symmetrical and evenly spaced on the finished surface. Align vertical joints to form one(1)continuous line.Align horizontal joints to form one(1) continuous line.
B. Inside Forms: Drive nails on the inside of forms flush without hammer marks. Place beveled chamfer strips in forms at external corners and edges of columns, girders, beams, and walls.
C. Stairs: Care shall be taken to form all angles and corners of stairs neatly and smoothly. Every nosing and riser shall be run straight to a template and screed,and every riser shall be cut and leveled back below the nosing. Treads shall be level lengthwise and sloped 1/8"from back to the nosing.
D. Temperature: Concrete shall not be deposited on forms which are at a temperature in excess of 90 degrees Fahrenheit.
E. Removal of Forms: Remove forms in a manner that will insure the complete safety of the workmen and will not damage the concrete.
Do not remove forms for foundations, walls, columns and beam sides in less than 24 hours.
Do not remove forms for roof slabs, opening and arch centers, and centering under beams, girders and joists in less than 14 days.
In no case shall forms and shores be removed until the member has acquired sufficient strength to support its own weight and all superimposed loads. Where forms are removed in less than the required curing time, the curing shall be continued by wetting, covering or spraying as directed by the Structural Engineer.
3.03 CONDUIT AND PIPING: Pipes,other than conduits for electrical circuits,shall not be embedded within structural concrete. Conduits shall be located within the middle half of the slab's thickness. No conduit shall be placed between reinforcing and the bottom of the slab. When located in columns,walls, beams,or foundations,conduit shall not impair the strength of the structure.
3.04 CLEAN UP: Upon completion of the Work of this Section, remove all trash, debris, excess materials and equipment from the Work Site. Dispose of all such trash, debris and excess materials off site in a legal manner.
END OF SECTION
SECTION 03100
FORMWORK
SECTION 03200
CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Standard Specifications:The provisions of the Standard Specifications shall apply except as modified herein.
B. Reference Standards: Work of this Section shall comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified:
American Concrete Institute: ACI 315, Manual of Standard Practice for Detailing Reinforced Concrete Structures.
ACI 318, Building Code Requirements for Reinforced Concrete.
American Welding Society: AWS D12.1, Recommended practices for Welding Reinforcing Steel, Metal inserts and Connections in Reinforced Concrete Construction.
Concrete Reinforcing Steel Institute: CRSI Manual of Standard Practice.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Concrete Reinforcement Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
• Reinforcement;
• Coordination with Work of other Sections;
• Testing;
• Clean-up; and,
• Replacements, Repairs, Guarantees and Warranty Work.
1.04 TESTS AND INSPECTION:
A. Definitions:
1. Identified Reinforcing Steel: Is defined as any reinforcing steel which can be positively identified by the Testing Laboratory as to source, heat number and mill analysis.
2. Unidentified Reinforcing Steel: Is defined as any reinforcing steel which cannot be identified as noted above.
B. Tests: Test samples shall be taken at the job site unless the Structural Engineer determines it is more advantageous to take test specimens from the Suppliers Yard. No tests will be required for identified reinforcing steel. Unidentified reinforcing steel shall have one(1)series of tests made from each 2-1/2 tons or fraction thereof of each size of reinforcing steel. When conglomerate loads of differing heats, sources, analyses and including unidentified steel are to be tested, random testing at the discretion of the Testing Laboratory shall be made after receiving authority from the Structural Engineer. The Structural Engineer may refuse to accept unidentified reinforcing steel at the Engineer's discretion. Tests on unidentified reinforcing steel shall be paid for by Contractor.
C. Payment for Tests: City will pay for all tests and inspections of completed installation. Costs of all tests and inspections at materials sources and costs of retests of rejected Work shall be borne by Contractor.
D. Contractors Responsibility: Arranging for and scheduling of tests and inspections are responsibilities of Contractor. Allow free access to materials stockpiles and facilities at all times.
E. Written Reports of Test Results: Contractor shall submit written reports, six (6) copies each, to the Park Projects Inspector for each material sampled and tested, prior to the start of Work. Provide the project identification name and number, date of report, name of Contractor, name of testing service, source of materials, material manufacturer and brand name for manufactured materials, values specified in the referenced specification for each material,and test results. Indicate whether or not material is acceptable for intended use. Materials and installed Work may require testing, retesting and inspection as directed by the Park Projects Inspector.
SECTION 03200
CONCRETE REINFORCEMENT
F. Inspection: Contractor shall allow adequate time(48 hours minimum)for the Architect to inspect reinforcing in place and have necessary corrections made before scheduling concrete pours.All welding of reinforcing shall have continuous inspection by an Inspector approved by the Structural Engineer.
PART 2 - MATERIALS
2.01 BILLET STEEL BARS:All reinforcing shall comply with UBC Standard 26-4 and ASTM A615,grade as required by the Plans;typical reinforcing bars shall be minimum Grade 60.Ties and Stirrups shall be minimum grade 40. No.3 and larger bars shall be deformed.
2.03 TIE WIRE: Shall be annealed steel, 16 gauge minimum, in conformance with Std. Spec. Section 201.2.3 Wire Reinforcement.
2.04 WELDING ELECTRODES: Shall conform to AWS A5.1, low hydrogen, E7016 or#7018.
2.05 SUPPORTS FOR REINFORCING BARS: All supports for Work exposed to view or weather shall be made of materials that will not rust or corrode(such as galvanized steel, precast concrete or plastic-coated units)so that finished surfaces will not be marred nor stained; supports shall be suitably sized and spaced for proper load distribution on earth or membrane so that membrane is not perforated and rebar does not sag before, during, or after placement of concrete. Use no supports of wood or other cellulose material.
2.06 NO. 2 REINFORCING: Shall conform to ASTM A30, Grade 80, round carbon steel bars.
2.07 No. 3, 4, 5, and 6 REINFORCING: Shall conform to ASTM A615, Grade 40 or Grade 60 billet steel.
2.08 TESTS AND INSPECTIONS:
A. Tests: The approved Testing Laboratory, whose services will be paid for by City unless noted otherwise, shall perform one tensile and one bending test for each 10 tons or fraction thereof of each size of reinforcement used, provided steel is properly identified by mill test reports of each size and lot. Otherwise, the lab shall perform one tensile and one bending test for each 2.5 tons or fraction thereof of each size of reinforcement in each log. Contractor shall bear costs of tests for unmarked reinforcement.
B. Inspections:
1. 3000 psi Concrete Reinforcing Installation: Contractor shall provide a registered Deputy Building Inspector at the job to inspect reinforcing steel installation prior to placement of concrete for all concrete having a design strength at 28 days of 3,000 psi and above. Inspector shall be approved by the City Inspector and the governing Building Department. Inspector shall be paid for by Contractor.
2. Welding Inspections: Contractor shall provide a registered Deputy Building Inspector, as required, at the job for continuous inspection of all welding and placing of reinforcing bars. Inspector shall be approved by the City Inspector and the governing Building Department. Inspector shall be paid for by Contractor.
3. Certified Reports:All Deputy Inspectors shall furnish written certified reports on all Work inspected to certify that the Reinforcing Work each has personally inspected was performed in accordance with the Plans.
PART 3 - EXECUTION
3.01 GENERAL:
A. Field Conditions: Verify Plan dimensions with actual field conditions. Inspect related Work and adjacent surfaces.
B. Codes: Materials and Work shall conform to the governing Building Code. In case of conflict between these specifications and the Building Code, the more stringent shall govern.
C. Standards: Except as called for on the Plans, all concrete reinforcing steel shall be bent and placed in SECTION 03200
CONCRETE REINFORCEMENT
accordance with the Code of Standard Practice and Specifications for Placing Reinforcement, of the Western Concrete Reinforcing Steel Institute, latest edition. Where the reinforcing is not placed in accordance with the Plans and Specifications, it shall be removed and replaced at no additional cost to City.
3.02 FABRICATION AND DELIVERY:
A. Bending and Forming: Fabricate bars of indicated size and accurately form to shapes and lengths indicated and required, by methods not injurious to materials.All bars shall be bent cold,do not heat reinforcement for bending. Bars with kinks, bends or offsets not conforming to the Plans will be rejected and shall not be used.
B. Marking and Shipping: Bundle reinforcement and tag with suitable identification to facilitate sorting and placing; transport and store at site so as not to damage material.
3.03 PLACING:
A. Coordination: Coordinate with other trades and expedite materials and labor to avoid omissions and delay.
B. Clean Reinforcement: Before placing concrete, all reinforcement shall be free from rust, mill scale, grease, mortar,oil,dirt or other coating of any character which would likely reduce its proper bond with the concrete.
C. Placement: Place all reinforcement in accordance with CRSI Recommended Practice for Placing Reinforcing Bars, latest edition,and the contract Plans. Use sufficient bar supports,ties,anchors,and other accessories to hold bars securely in place. Securely wire all stirrups and ties. All steel shall be accurately secured in place with annealed wire so that it will not be displaced during pour. Wall and slab steel shall be wired together at all points where reinforcing crosses. Steel reinforcing bars shall be lapped at all splices a minimum of 15 bar diameters.Where dowels and bars extend through construction joints,secure them firmly in position to avoid displacement during placement of concrete.
3.04 SPACING AND CLEARANCES:
A. Minimums:
1. Spacing: between parallel bars shall meet the following minimums:
a) 1" minimum clear distance
b) 1-1/3 times the dimension of the maximum size aggregate c) 1 times the bar diameter
2. Clear Distances: Maintain minimum clear distance between reinforcing steel and face of concrete as indicated or as follows:
a) Concrete footings formed against earth: 3"
b) Concrete in forms with exposed face in contact with earth: 2" c) Walls: As detailed on plans
d) Slabs: Center
3.04 WELDING: Bars larger than No. 11 shall be spliced by welding. Perform welding of reinforcing bars in accordance with Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections for Reinforced Concrete Construction (AWS Standard D12.1). Provide mill reports showing chemical analysis assuring satisfactory weldability.Welders shall be certified and qualified by tests as prescribed in the Standard Qualification Procedures (AWS B3.0), and qualified by the governing Building Department.
3.05 CLEAN-UP: Following completion of Reinforcement Work, remove all unused materials and miscellaneous debris from the construction site. Do not leave wire and bar remnants on the site.
END OF SECTION
SECTION 03200
CONCRETE REINFORCEMENT
SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS: The provisions of the "Standard Specifications for Public Works Construction" shall apply except as modified herein.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Cast-in-Place Concrete Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
Provide all cast-in-place concrete as shown on the plans, including but not limited to the following:
• exterior concrete pavement and walkways;
• concrete pedestrian ramps;
• concrete retaining walls;
• structural concrete slabs and walls;
• concrete headers;
• concrete stairs;
• Coordination with Work of other Sections;
• Testing;
Clean-up; and,
Replacements, Repairs, Guarantees and Warranty Work.
1.03 CONCRETE MATERIAL: All transit mixed concrete delivered to the site for this project shall be obtained from Holiday Rock, 2193 W. Foothill Blvd., Upland, CA.The City of Upland will be responsible for payment to Holiday Rock for all transit mixed concrete ordered and delivered to the project site based on approved delivery tickets.
The contractor will be responsible for the scheduling and ordering of concrete from Holiday Rock, including mix design,color additives,etc.All orders for concrete from Holiday Rock shall be approved by the City inspector prior to delivery. All installation and finishing of concrete, including pumping if required, shall be the contractor's responsibility.
1.04 RELATED WORK SPECIFIED ELSEWHERE:
Grading: Section 02210
Concrete Paving and Curbs Section 02515
Decorative Concrete Pavement Section 02768
Form Work: Section 03100
Concrete Reinforcement Section 03200
1.05 QUALIFICATIONS OF INSTALLERS:Throughout the progress of installation of the Work of this Section, provide at least one English speaking person who shall be thoroughly familiar with the specified requirements,completely trained and experienced in the necessary skills, and who shall be present at the site and shall direct all Work performed under this Section. Use adequate number of skilled workers to ensure installation in strict accordance with the approved design.
PART 2 - MATERIALS
2.01 GENERAL:All materials shall conform to Section 201 CONCRETE MORTAR AND RELATED MATERIALS of Standard Specifications.
A. Portland Cement:Shall comply with Standard Specifications Section 201-1.2.1 Portland Cement, and with UBC Standard 26-1, Type I or II, low alkali. Only one brand of cement shall be used.
B. Aggregates: Shall conform to Standard Specifications Section 201-1.2.2 Aggregates, and UBC Standard 26-2.
SECTION 03300
CAST-IN-PLACE CONCRETE
C. Water: Shall be clean and free from deleterious amounts of acids, alkalis, salts, or organic materials and shall conform to Standard Specifications Section 201-1.2.3 Water.
D. Curing Compound:Shall be"Clear Seal"as manufactured by A.C. Horn,"Burke Cure Seal"as manufactured by Burke Concrete Accessories, Inc., or City approved equal.
E. Form Lumber: Shall comply with Section 03100 Form Work.
F. Expansion Joint Materials: Shall comply with ASTM Standard D-1751-65 and shall be "Flexcell" as manufactured by Celotex Corporation,or"Kaiser"as manufactured by Kaiser Corporation,or City approved equal.
2.02 CONCRETE DESIGN MIX:
A. General: Contractor shall provide designs for each strength of concrete and each size of aggregate, and whenever the source of materials changes.The quality and quantities of materials used in Concrete portions shall be controlled at the batch plant by a Weighmaster. In no case shall concrete contain less than 5 and sacks of cement per yard, and a maximum of 7 gallons of water per sack of cement. Concrete mixes shall not use aggregate exceeding 1-inch maximum size.
B. Compressive Strength: Concrete shall develop an ultimate compressive strength at 28 days as specified in the concrete Class Use Table in Section 201-1.1.2 Concrete Specified by Class of the Standard Specifications as designated for its intended use, but in no case shall be less than the following:
* 2500 PSI for natural color flatwork, curbs, gutters, headers. * 3000 PSI for integral colored flatwork.
* 3000 PSI for natural color footings, walls
C. Consistency and Slump:
1. Consistency: The consistency of the concrete shall be such that it can be readily worked around reinforcement and into corners and angles of the forms without excessive puddling, spading, or vibrating, and without permitting the materials to segregate or free water to collect on the surface.
2. Slump:Slumps shall be checked twice for each day's run of concrete mixture in accordance with ASTM C-143.A complete record of slumps shall be kept.The maximum slumps allowable shall be as follows:
4 inches.
2.03 TRANSIT MIXED CONCRETE:Shall comply with UBC Standard 26-13.See section 1.03 CONCRETE MATERIAL regarding responsibilities for transit mixed concrete for this project.
2.04 GROUT AND DRY PACK:
A. Grout: Cement grout shall be composed of I part cement and 1-1/2 parts sand.The material shall be mixed dry and enough water added to make the mixture flow under its own weight.
B. Dry Pack: Shall be of the same mixture as grout, except that just enough water shall be added to hold the mixture together in the hand.
2.05 RETAINING WALL SEALER: The back side of all retaining walls shall be sealed using Super Thoroseal as manufactured by Thoro Consumer Products, BASF Construction Chemicals, LLC, 23700 Chagrin Blvd., Cleveland, OH 44122, www.ThoroProducts.com; (216)839-7171, or City approved equal. Asphaltic emulsions are not an acceptable substitute.
PART 3 - EXECUTION
3.01 GENERAL:All Work shall conform to Section 303 CONCRETE AND MASONRY CONSTRUCTION of Standard Specifications except as modified herein.
SECTION 03300
CAST-IN-PLACE CONCRETE
SECTION 05500
METAL FABRICATIONS
PART 1 - GENERAL
1.01 STANDARD SPECIFICATIONS: The provisions of the "Standard Specifications for Public Works Construction" shall apply except as modified herein.
1.02 SUMMARY
A. Section Includes: Metal fabrications:
1. Tubular steel Handrails and Guardrails
2. Tubular steel Shade Structure Beams
3. Decorative Aluminum Shade Structure Panels
4. Miscellaneous steel brackets and angels.
5. Steel plate for Primary Entry Arch Sign
B. Related Requirements:
1. Section 03300 — Cast-in-Place Concrete.
2. Section 04810: Concrete Unit Masonry.
1.03 REFERENCES
A. ASTM International (ASTM):
1. ASTM A27 — Standard Specification for Steel Castings, Carbon, for General Application.
2. ASTM A36— Standard Specification for Carbon Structural Steel.
3. ASTM A47 - Standard Specification for Ferritic Malleable Iron Castings.
4. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.
5. ASTM A123 - Standard Specification for Zinc (Hot-Dipped Galvanized) Coatings on Iron and Steel Products.
6. ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
7. ASTM A283 - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates.
SECTION 05500
Page-1
METAL FABRICATIONS
8. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength.
9. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.
10. ASTM A501 - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.
11. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts.
12. ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
13. ASTM C1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink).
14. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.
15. ASTM F2329 - Standard Specification for Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts, Screws, Washers, Nuts, and Special Threaded Fasteners.
B. American Welding Society (AWS):
1. AWS D1.1 Structural Welding Code - Steel.
2. AWS D1.3 Structural Welding Code - Sheet Steel.
3. AWS D-19.0 Welding Zinc Coated Steel.
1.04 COORDINATION
A. Coordination between Steel Fabricator and City Representative
1. Prior to fabrication, submit approved fabrication shop drawings to the City Representative for review and approval
B. Coordinate installation of metal fabrications that are anchored to concrete or masonry, or that receive work specified by other Sections. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete
C. or masonry.
D. Field Measurements: Field verify dimensions prior to fabrication.
1.05 SUBMITTALS
SECTION 05500
Page-2
METAL FABRICATIONS
A. Shop Drawings: Submit Shop Drawings indicating provided materials, dimensions, anchoring detail, and details of termination or connection to adjacent construction.
Indicate items that are purchased from a manufacturer and items that are shop fabricated. Indicate component parts requiring Project site fabrication or assembly.
B. Product Data: Submit Product Data for manufactured items. Submit Product Data for paint primers and finishes.
C. Material Samples: Submit Samples of primers and finishes on fabricated items.
D. Fabricator qualifications per Article "Quality Assurance".
E. Welding:
1. Welder's Certificates: Field welders shall be Project certified in accordance with AWS D1.1.
2. Welding Material Certification: Provide certificate that welding material complies with specifications.
F. Research/Evaluation Reports: ICC-ES for post-installed anchors.
1.06 QUALITY ASSURANCE
A. Fabricator Qualifications: Firm with a minimum of five years' experience in successfully producing metal fabrications similar to that shown on the drawings.
B. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D-1.1—Structural Welding Code—Steel.
2. AWS D1.3 - Structural Welding Code - Sheet Steel.
C. Inspection of Welding: Refer to Section 01 4523: Testing and Inspection.
D. Field applied primers, paintings, sealers and adhesives shall be approved by the OWNER's Office of Environmental Health and Safety (OEHS).
E. Preassemble items in shop to greatest extent possible to minimize field welding.
Mark units for reassembly and coordination of installation. Use marking method compatible with powder coater.
1.07 DELIVERY, STORAGE AND HANDLING
A. Store miscellaneous metal items above grade on platforms, skids, or other required supports.
B. Protect from damage and from corrosion, dirt, grease, and other foreign matter.
PART 2 - PRODUCTS
SECTION 05500
Page-3
METAL FABRICATIONS
2.01 MATERIALS
A. Structural Steel Shapes: ASTM A36.
B. Rolled Steel Plates: ASTM A36. Plates to be bent or cold-formed shall conform to ASTM A283, Grade C.
C. Round HSS: ASTM A500 Grade B or C.
D. Square and Rectangular HSS: ASTM A500 Grade B or C.
E. Steel Pipe: ASTM A53 Type E or S, Grade B, standard weight (Schedule 40), unless otherwise noted. Black finish.
F. Steel Sheet: ASTM A1008 or ASTM A1011.
G. Steel Bolts: ASTM A307, Grade A, or F3125 with hex steel nuts per ASTM A563 and washers. Galvanized in accordance with ASTM A153 for exterior locations.
H. Steel Bars: Conforming to ASTM A108 or ASTM A575.
Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A47, or cast steel, ASTM A27. Provide bolts, washers, and shims, hot-dip galvanized per ASTM A153.
J. Nonshrink, Nonmetallic Grout: Factory-packaged, non-staining, noncorrosive, nongaseous grout complying with ASTM C1107. Provide grout specifically recommended by manufacturer for interior and exterior applications.
K. Concrete Materials:
1. Concrete per Section 03300, Cast-in-Place Concrete.
2.02 FABRICATION
A. General:
1. Preassemble items in the shop to the greatest extent possible. Use connections that maintain structural value of joined pieces. Mark units for reassembly and installation.
2. Cut, drill, and punch metals cleanly and accurately. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated or specified.
Remove sharp and rough areas on exposed surfaces. Form exposed work with accurate angles and surfaces and straight edges. Form exposed connections with hairline joints, flush and smooth. Locate joints where they are the least conspicuous.
B. Welding:
1. Weld connections unless otherwise indicated.
SECTION 05500
Page-4
METAL FABRICATIONS
2. Weld corners and seams continuously and in accordance with requirements of AWS D1.1 Structural Welding Code. Welds shall be inspected as required in Section 05 1200: Structural Steel Framing.
3. Grind exposed welds smoothly and flush to match and blend with adjoining surfaces.
2.03 PREPARATION FOR PAINTING
A. Fabricate to the largest size possible and whenever possible use slip joints to minimize field welding.
B. Fabricate structural steel in accordance with Class I, II, III guidelines.
C. Remove welding slag, splatter, anti-splatter compounds and burrs prior to delivery for painting.
D. Marking for Identification: Avoid unsuitable marking paints for identification, such as oil-based paints and markers and crayon markers. Use water soluble paints or markers acceptable to powder coater or steel tags wired to the work.
2.04 PAINTED FINISH
A. Metal fabrications shall be provided with a metal primer and a two-coat finish, color as indicated of selected.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Examine the areas where metal fabrications are to be installed. Notify the OAR in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. Provide anchorage devices and fasteners as indicated in the drawings and where necessary for securing miscellaneous metal fabrications to in-place construction.
B. Cut, drill, and fit as required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels.
C. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop-welded because of shipping size limitations.
SECTION 05500
Page-5
METAL FABRICATIONS
D. Alignment: Verify alignment of items with adjacent construction. Coordinate related work.
E. Grout: Follow manufacturer's recommendations for substrate preparation and application.
3.03 FIELD WELDING
A. Preparation of Weld Area of Shop primed fabrications: Remove masking from fabrications. Remove coating between one inch and four inches from both sides of members to be welded, by grinding back the coating.
B. Welding: Comply with AWS Code for procedures of manual shielded metal-arch welding, appearance and quality of welds made methods used in correcting welding work.
1. Weld in accordance with AWS D-1.1.
C. Remove welding flux immediately. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surfaces matches those adjacent.
D. Upon completion of welding plug vent, drainage and lifting holes of fabrications with appropriate diameter plugs. Push in about halfway by hand, and hammer to a tight fit. With a hand file or an abrasive tool, file off excess material. Repair scratches with a field matching coating.
1. Plug railing holes.
2. Plug visible holes of HSS members.
3.04 ADJUSTING AND CLEANING
A. Touch Up Damaged Surfaces:
1. Painted Surfaces: Clean field welds, connections and damaged areas. Apply two coats of approved paint, matching the paint color.
3.05 CLEAN UP
A. Remove rubbish, debris, and waste materials and legally dispose of off the Project site.
3.06 PROTECTION
A. Protect the Work of this section until Substantial Completion.
END OF SECTION
SECTION 05500
Page-6
METAL FABRICATIONS
SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS: The provisions of the "Standard Specifications for Public Works Construction" shall apply except as modified herein.
1.02 SCOPE: The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Cast-in-Place Concrete Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
Provide all cast-in-place concrete as shown on the plans, including but not limited to the following:
• exterior concrete pavement and walkways;
• concrete pedestrian ramps;
• concrete retaining walls;
• structural concrete slabs and walls;
• concrete headers;
• concrete stairs;
• Coordination with Work of other Sections;
• Testing;
Clean-up; and,
Replacements, Repairs, Guarantees and Warranty Work.
1.03 CONCRETE MATERIAL: All transit mixed concrete delivered to the site for this project shall be obtained from Holiday Rock, 2193 W. Foothill Blvd., Upland, CA.The City of Upland will be responsible for payment to Holiday Rock for all transit mixed concrete ordered and delivered to the project site based on approved delivery tickets.
The contractor will be responsible for the scheduling and ordering of concrete from Holiday Rock, including mix design,color additives,etc.All orders for concrete from Holiday Rock shall be approved by the City inspector prior to delivery. All installation and finishing of concrete, including pumping if required, shall be the contractor's responsibility.
1.04 RELATED WORK SPECIFIED ELSEWHERE:
Grading: Section 02210
Concrete Paving and Curbs Section 02515
Decorative Concrete Pavement Section 02768
Form Work: Section 03100
Concrete Reinforcement Section 03200
1.05 QUALIFICATIONS OF INSTALLERS:Throughout the progress of installation of the Work of this Section, provide at least one English speaking person who shall be thoroughly familiar with the specified requirements,completely trained and experienced in the necessary skills, and who shall be present at the site and shall direct all Work performed under this Section. Use adequate number of skilled workers to ensure installation in strict accordance with the approved design.
PART 2 - MATERIALS
2.01 GENERAL:All materials shall conform to Section 201 CONCRETE MORTAR AND RELATED MATERIALS of Standard Specifications.
A. Portland Cement:Shall comply with Standard Specifications Section 201-1.2.1 Portland Cement, and with UBC Standard 26-1, Type I or II, low alkali. Only one brand of cement shall be used.
B. Aggregates: Shall conform to Standard Specifications Section 201-1.2.2 Aggregates, and UBC Standard 26-2.
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C. Water: Shall be clean and free from deleterious amounts of acids, alkalis, salts, or organic materials and shall conform to Standard Specifications Section 201-1.2.3 Water.
D. Curing Compound:Shall be"Clear Seal"as manufactured by A.C. Horn,"Burke Cure Seal"as manufactured by Burke Concrete Accessories, Inc., or City approved equal.
E. Form Lumber: Shall comply with Section 03100 Form Work.
F. Expansion Joint Materials: Shall comply with ASTM Standard D-1751-65 and shall be "Flexcell" as manufactured by Celotex Corporation,or"Kaiser"as manufactured by Kaiser Corporation,or City approved equal.
2.02 CONCRETE DESIGN MIX:
A. General: Contractor shall provide designs for each strength of concrete and each size of aggregate, and whenever the source of materials changes.The quality and quantities of materials used in Concrete portions shall be controlled at the batch plant by a Weighmaster. In no case shall concrete contain less than 5 and sacks of cement per yard, and a maximum of 7 gallons of water per sack of cement. Concrete mixes shall not use aggregate exceeding 1-inch maximum size.
B. Compressive Strength: Concrete shall develop an ultimate compressive strength at 28 days as specified in the concrete Class Use Table in Section 201-1.1.2 Concrete Specified by Class of the Standard Specifications as designated for its intended use, but in no case shall be less than the following:
* 2500 PSI for natural color flatwork, curbs, gutters, headers. * 3000 PSI for integral colored flatwork.
* 3000 PSI for natural color footings, walls
C. Consistency and Slump:
1. Consistency: The consistency of the concrete shall be such that it can be readily worked around reinforcement and into corners and angles of the forms without excessive puddling, spading, or vibrating, and without permitting the materials to segregate or free water to collect on the surface.
2. Slump:Slumps shall be checked twice for each day's run of concrete mixture in accordance with ASTM C-143.A complete record of slumps shall be kept.The maximum slumps allowable shall be as follows:
4 inches.
2.03 TRANSIT MIXED CONCRETE:Shall comply with UBC Standard 26-13.See section 1.03 CONCRETE MATERIAL regarding responsibilities for transit mixed concrete for this project.
2.04 GROUT AND DRY PACK:
A. Grout: Cement grout shall be composed of I part cement and 1-1/2 parts sand.The material shall be mixed dry and enough water added to make the mixture flow under its own weight.
B. Dry Pack: Shall be of the same mixture as grout, except that just enough water shall be added to hold the mixture together in the hand.
2.05 RETAINING WALL SEALER: The back side of all retaining walls shall be sealed using Super Thoroseal as manufactured by Thoro Consumer Products, BASF Construction Chemicals, LLC, 23700 Chagrin Blvd., Cleveland, OH 44122, www.ThoroProducts.com; (216)839-7171, or City approved equal. Asphaltic emulsions are not an acceptable substitute.
PART 3 - EXECUTION
3.01 GENERAL:All Work shall conform to Section 303 CONCRETE AND MASONRY CONSTRUCTION of Standard Specifications except as modified herein.
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3.02 CONCRETE MIX: Contractor shall supply and pay all costs for concrete mix designs.The Contractor shall deliver two copies of each load ticket to the City Inspector.
3.03 FORMWORK: Forms shall be substantial, unyielding,true to line and grade,and shall be placed to conform to the dimensions for the Work as indicated on the Plans.
3.04 PLACING CONCRETE:
A. General: Concrete shall not be placed until forms and reinforcement, bolts, etc., have been inspected and approved by the Architect, and the Building Inspector.All foreign material shall be removed from forms and excavations. Wooden forms shall be thoroughly wetted. Mechanical vibrators shall be used in placing concrete except for concrete slabs on grade. Responsibility for proper placement,compaction and finishing rests with Contractor. Concrete shall not be placed while wind is blowing across exposed surfaces unless protected with wind breaks or other means.
B. Pours: Concrete for any one unit shall be placed in one continuous operation with construction joints located as shown on the Plans, or as approved by the Structural Engineer prior to pour. Make pours of vertical concrete elements in approximately 2-foot lifts per hour.Allow 2 hours minimum after completing the pour of any vertical element before pouring beams,girders,or slabs supported thereon. Provide openings in forms, tremies, or other mechanical devices, so that the concrete does not have a free fall in excess of 4'-0" in height.
C. Joints:
1. General:Joints shall be straight, exactly horizontal or vertical,and the surface of the concrete shall be level wherever a run is stopped. Reinforcement shall be extended through the joints, or steel dowels shall be provided, sufficient to develop the full strength of the reinforcement.
2. Joints to Receive Masonry:Construction joints and concrete surfaces that are to receive masonry shall be cleaned to remove all laitance and expose clean aggregates, firmly embedded in mortar.
3. Horizontal Joints: At horizontal joints, modify the regular mix by omitting 1/4 of the coarse aggregate and pour to a depth of 2" on the prior concrete pour. Follow immediately with the placing of regular concrete.
4. Vertical Joints:At vertical joints,thoroughly wet and slush the face of the joints with neat cement grout prior to placing new concrete.Concrete adjacent to the vertical joint shall be well soaked with water on the day preceding the pour.
3.05 SLABS AND WALKS: Floor slabs shall be limited to an area of 1200 square feet with a maximum of 40 feet without an expansion joint or cold joint. Limit slab pours to a maximum length-to-width ration of 2:1. Where possible, locate cold joints at expansion joint locations.
3.06 SLAB FINISH:
A. Exterior Slabs:
1. Shall have a medium broom finish with 6"smooth-troweled"shiners"as directed by the City Inspector.
The finish must be true to line and grade.
2. Concrete walks shall have 1/2"thick expansion joints at maximum intervals of 30 feet and control joints at maximum intervals of 10 feet on center each way. Slabs to receive other separate topping shall be depressed as detailed. See plans for joint locations and types.
3. All exterior flatwork shall drain positively,away from buildings, and shall comply with the requirements of the American's with Disabilities Act, related Federal Access Guidelines and State Title 24 code requirements, whether or not so indicated on the Plans. If indicated otherwise on the Plans, obtain clarification from the Parks Department Representative in writing. All exterior slabs shall drain away from the buildings at a minimum slope of 1/4" per foot for the first 6 feet perpendicular to the building wall.
4. Any condition which may result in water standing or flowing adjacent to buildings shall be brought to the attention of the City Inspector before placing concrete.
5. Maximum allowable tolerance for flatwork shall be a variation of 1/8" from a 10'0" straight edge. All concrete walkways shall have a cross slope not to exceed 2%. All concrete walkways shall not exceed a longitudinal slope of 5%; if 5% is exceeded handrails shall be provided. All concrete walkways shall SECTION 03300