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I . GENERAL NOTES I . GENERAL NOTES ( CONT. ) II . GENERAL STRUCTURAL NOTES III . EQUIPMENT AND PIPING NOTES
1 THE
ECE55ARYY TO PROTECCT HALL TAKE
IM ROVEMEONNARY WHIICNUREE ARE TO 22. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING C. STEEL
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Y THE NE COE � AREGUARANTEED TOE AND BE ACCURATE OR ALL-INCLUON OF UNDERGROUND UR SIVE.STHE1 STEEL THE PLAN .goINFORm TO CTU 18. THE CONTRACTOR
REPAIR PAVEMENT,SHALL EXCAVATE WHERE APPLICABLE£PERENCH DETAIL1D ONMOVE SHT M10
REPAIRED N O�ITHQU ADDITIONAL DETERMINATION
CONTRACTOR O ON50AS DERC OUNDSU I�E TTOATHE RESPONSIBLE FOR MAKING HIS OWN TMPEAGE TUBING SHALL CONFORM TO ASTM A-500, GRADE B. AND THE SPECIFICATIONS.
ClLOCATION 2. ALL ST UCTURAL STEEL SHALL BE FABRICATED AND
2. LOCATION OF EXISTING PIPING AND EQUIPMENT IS BASED ON THERETO, CONTRACTOR SHALL POTHOLE AND �OOATE TLHE ERECTED] IN CON QRMANCE WITH THE DISC MANUAL OF 19. AFTER INSTALLATION OF MAIN PIPELINE Et REPLACEMENT OF A.C. PAVEMENT,
RECORD DRAWINGS AND FIELD INFORMATION, PRIOR TO EXISTING UNDERGROUND LINES TO DETERMINE ELEVATIONSSTEEL CONSTRUCTION,NINTH EDITION. THE CONTRACTOR SHALL GRIND :THE PAVEMENT 1" THICK, FOR THE ENTIRE
C p�{ S FI�Lp L NG PIPING AND PIPELINES HALLµBET OF THE PROTECTED INK. ALL PLAC£EXISTING UTILITIES A D MAINTAINED 3, Al LTHALL BE HIGH STRENGTH BOLTS CONFORMING
TALE OR Al LEAST 24" OF ADJACENT A.C. PAVEMENT 1F NOT IN
E UILAM T THA ��NFLTCTS� L 00ION AN R E AND OPERATIONAL UNLESS NOTED ON THE PLANS OTHERWENT EIpSE. TO kik 5 N UN 55�SH�OWN CCITTH��EIR�WWISE.. BOLTS 711
THE STREL�T, AND REPAVE THE PAVING CAP PER THE SP£CIFICATIOTVS.
EXP( I�TIN6PIPING Q�UIY�T S SHALL BAFTER E�URNET R NE OCATI FEf OOR FROM ANY EXISTING
CON UTILITY,
TI RUC�TIONESHALLMBE REP REPAIRED BY THE RESULTED
I NFL STE IN A153�FORGALVANIZED 'STEEL 2Q AIR CONTRACTOR SHALL USE SORE AND JACK METHOD TO INSTALL THE
B R CONDITION THAN q� gg�� pp q AT HIS COST. AIR & VACUUM LINES OR LATERALS WHERE "BORE & JACK- IS NOTED ON
Ex�ISSA�TgiiNG PgIIPgIING�SHALL BE RECORD •• ;• - • D ZI GS. IN _ pCIS E D THE PLANS OR REQUIRED BY T1-1E COUNTY OF SAN BERNARDINO OR THE
POTHOLEHAND LGocATEPICAS I DIPINGA BffORE EXCAVAOTON OF THE 4.
AWS D��1 PERjppj CONFORM ODET CTI 0 NT BANDIT e F LATERAL LAND REPLACEMENT OF !A C. PAVEMENT.F ''OPEN CUT" METHOD Is USED, THE CONTRACTOR SHALL OR
23. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO BL [
AREA. UNDERGROUND SERVICE ALERT PHONE NUMBFRZ 1 -RICO-227-7.fi00 THE UNIFORM G pp {{
�{ e�� { �p TWO WORKING DAYS IN ADVANCE BEFORE DIGGING. NO IS R�I�IRED. q� WELDING §HALL RE PERFO ED } GRIND THE PAVEMENT 1" THICK. 5-FT WIDE EACH SIDE FROM THE LATERAL
3 PANT R GE TppTA!{HE EXISTING SSTRUCTU�OR N�OT�HE�Rjrny�EXISTING INSPECTION WILL BE PROVIDED BY THE ENGINEER. CERTIFIED WELDERS. (10 FT. WIDE TOTAL) AND REPAVE THE PAVING CAP PER THE SPECIFICATIONS,
I R ALL ESSARYTg REIMTNAIIN SCA
FFOLDING aR EI �ASUREspE 24. THE BASE MAP USED FOR THE DESIGN OF THIS FAC IS 5. ALL STRUCTURAL STOWL TO BE EMBEDDED IN CONCRETE 2" • ALL CONCRETE SIDEWALKS WHICH NEED TO BE REMOVED FOR AIR AND
NECESSARY FOR CONSTRUCTION. BASED ON A TOPOGRAPHIC MAP OF THE SITE PREPARED IN 2001. SQ E�An
C ANDS77��FREE OF PAINT, OIL OR DIRT ALL VACUUM LINE OR SERVICE LATERAL CONSTRUCTION SHALL BE SAW CUT
THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF RUU INHIRITIN AMR SHALL R1:CEIVE ONE COAD OF TO NEAREST JOINT AND RECONSTRUCTED WITH A MINIMUM LENGTH OF
4. REMOVAL ABANDON TIES ENT OR BETEMECHE RYUL RELOCATION ENGINEER ERNG THE THE TOPOGRAPHICE PRIOR OMAPSTART
SHOWNTON WORK
THESEAPLANS. AND Y DISCREPANCIES DISCREPANCIES E IT TO 10 FT. SECTION APWA STANDARD PLAN 1 MIN. EACH SIDE OF SERVICE LATERAL) PER
TO AVOIDOUNNECESSARY DIRUPTION OF P WLANITTH OPERATION
� yFOUND BETWEEN THE TOPOGRAPHIC MAP ON THESE PLANS ANDCOSTING � I
D IN PLACE. ANY
5. CoNTRRACTOSHOWNL AREIELD VVEERIFYPAND ADE,JUST ELLEVTA ANS ASS
RESOLVED GPRIOR TO COMMENCEMENROUND SHALL BE T GF ANYED TO UWORK.A SHALL BE III . EQUIPMENT AND PIPING�I I OTE S 22. CURB AND GUTTER DAMAGED UDUE TO CONSTRUCTIONR SHALL BE C SHALT BE REMOVED
REQUIRED HE DD TTO MAINTAIN DIMENSIONAL RELATIONSHIPS D ACTED 25. IT SHALE BE ENTIRELY THE CONTRACTOR'S RESPON BILITY F04� JOINT TO JOINT AND RECONSTRUCTED PER THE APWA STANDARD PLANS
IN TPRQTEC'ING THE SAFETY OF THE PUBLIC WITHIN THE CONSTRUCTION AND MATCH THE EXISTING AT HIS OWN COST.
6. CO 5 CONTRACTOR S�HAALLNg NBEAIRE PQN,SI I�EGFORpIINII,T+IATING,�WJ INIS
ING SITE OR ANY AREA AFFECTED DUE TO HIS WORK. 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, 23. PRIOR TO COMPLETING STREET PAVEMENT REPLACEMENT, THE CONTRACTOR
BE�ERFORMED ON IRN MOOIR� UAp,ltJAACE►NT'R TO ANY OF THE ENCLOSED THE CONTRACT SPECIFICATIONS, I.E.U.A. SPECIFICATIONS AND PLANS AND SHALL COVER THE PIPE TRENCH WITH NONSKID STEEL PLATES ANO POST
SPACES. NOTE THAT THE 'VORK IS��ADJACENT TOSOPERATING DIGESTERS LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLICWORKS ADVANCE WARNING SIGNS PER THE PLANS AND THE SPECIFICATIONS-
AND
�q I RACES LOOFWME METHANE C SAANDGOVLALL BE PRESENT. THE ONTRACToR CONSTRUCTION (SSPWC, OR GREEN BOOK). 24. THE FORCE MAIN SHALL BE CONSTRUCTED WITH A 60r' MIN,
REOUIREM NTSHALI I . GENERAL STRUCTURAL NOTES 2. EE��ONTTD TOR 0SHH OBTAIN LL EC JESUS2RY_P�R ITS, FFRO$M PTHHE ECT OTHERWISE SHOWN ON THE PI,�NS. ALL OTHER PIPES SHALL)Bf OCOVER,
N5TR CTED
7 ASND HACNDRAILR S DISTURBED RESTOREURING CONST•R ATIONAINCLL INGOD � PRIOR TO START SHALL pONSAGTREUCCER, O HAVINGNTH JURISDICTION UN THE PIPELINE SHALL BE ICOVEREDAREA
WITHFHEAVY Dun'EXTRA COVER AND STEEL PLATES.T G,
INSTALLATION OF PIPELINES, DRAINS AND E CTRsO�gqLL D 7 A GENERAL. 3. THE CONTRACTOR UNCOVER, OR POT HOLE AND VERIFY THE LOCATION THE CONTRACTOR SHALL REPAIR OR REPLACE ANY PROPOSED PIPE AND
ORIGINAL CONDITION._cURB AND GUIIEN, AR DRAWEE, AN ALL AND DEPTH OF ALL EXISTING UTILITY LINES PRIOR TO EXCAVATING OPERATIONS. EQUIPMENT DAMAGED DURING CONSTRUCTION WITHOUT ADDITIONAL COST TO
SITE DRAINAGE AFFECC�T�E11]] 6Y 7H£ ROM( SHELL BE Rttlii1RTED TO PROTECTI�TFOR ANY LIIUT1 LINE MAKE PON STE. THE ARRANGEMENTS
SHALLTHE
NOTIFY
THE SAME OR BETTER CONDI110N hAIFCTER WORKPppIS COMPLETED.ING TO E�S 1. CODE: UNIFORM BUILbING CODE. 1997 EDITION. UNDERGROUND SERVICE ALERT AT 1--800-227-2600 PRIOR TO BEGINNING WORK. 25. ALL DUCT�Lc' IRON PIP£ JOINTS RESTRNN1=p 4R PUSH-ON SHALL BE
i3. THE UPO Y k PL ETRSHALL RESTORE AO_E T ISS SN IN0.L3 LBPLX IOF4RN OFANY DER51 NOTED GRADEOET 2.3. (NOT USED) DRAWINGS. CONSTRUCTED WITH BOND CONDUCTORS.
ROUE 45 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALT.. BE
SOLELY RESPONSIBLERIINDIRECTLY
FOR ANY HISDAMAGE OPERATIONS EXISTING WHETHERFACIORIES RESULTING 26. FOR ALTERNATIVE MATERIAL WITH DUCTILE IRON PIPE, WHERE THE PIPELINE
DIRECTLY OR INDIRECTLY FROM HIS NOT
9. THE CONTRACTOR S COMPLY WITH ATE DEPARTMENT OF 4. NO TR90MEMBERS SHALL BE CUT FOR PIPES, SUCH FACIUTIES ARE SHOWN ON THESE PLANS. DEFLECTION IS GREATER THAN THE PIPE MANUFACTURER'S ALLOWABLE JOINT F� �A FOR ARq� pF DUCTS, ET UNLESS G SPECIFICALLYENGINEER.❑ETAILED ORTODEFLEC11ON, THE CONTRACTOR SHALL USE SUITABLE STANDARD BENDS OR
WAITER MAINSRANCRITERIA
SEWERS q.SETOFNORTH INT�IpN APPROVED N WRITING BY THE 5. THE CONTRACTOR'S ATTENTION IS EXPRESSLY DIRECTED ALL REQUIREMENTS ADDITIONAL ADJACENT JOINTS TO FIT OR DISTRIBUTE.THE DEFLECTION ANGLE.
64630, TITLE 22 OF IuiEA CALIFORNIA ADMINISTRATIVE CODE. AND PROVISIONS OF THE STATE OF CASTRICTLY
N1 SAFETY REGULATIONS,USYENPOANY D.I. PIPE JOINT Al OR ADJACENT TO THE PIPELINE DEFLECTION WITH
5. THFrS1:�PLANS NOT INCLUDE THE NECESSARY COMPONENTS CONFORMANCE THERE SHAM BE STRICTLY AND CONTINUOUSLY ENPORGE1a
10. ADJUST ALL MANHOLES VALVE BOXES AN PULL BOXES TO FOR E SAF OF THE I UCTU ES OREQUIPMENT DURING THE ENTIRE LIFE OF THE CONTRACT. DEFLECTION ANGLE ONE DEGREE (1') OR GREATER SHALL BE CONSTRUCTED
U �$ OTHERWISEERIN CON UCTION. THE CONTRACTOR IS RESPONSIBLE
FINISHEDMIIN OPEN, UNPVEDARREASSSHAL.L OR SET 51X(6) INCHES R K Rp�gTING TO CONSTRUCTION ERECTION 6. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION OUTSIDE THE WITH SHOP FABRICATED RESTRAINED JOINT.
GRADE.ABOVE M CING SHORING RIGGING, GUYS, PROJECT AREA OR AS DIRECTED BY THE I.E.U.A. ENGINEER OR REPRESENTATIVE.
INC FORh�WQRK Ail OTHER WORK AIDS REQUIRED27. THE FORCE MAIN AND ALL APPURTENANCES SHALL BE FJRNISHED, FABRICATED,
11 . THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SPF�IFl 72 HOURS TO SAFELY PERFORM THr WOK SHOWN. 7. THE CONTRACTOR SHALL PERFORM ALL EARTHWORK IN ACCORDANCE CONSTRUCTED, TESTED AND OPERABLE AT PRESSURE 150 PSI MINIMUM WITH
IN ADVANCE OF MAKING ANY CONNECTIOTO AN ACTIVE P)�I INE OR S. "STANDARD DETAILS" AS SHOWN ON THE DRAWINGS ARE WITH THE PROJECT TECHNICAL SPECIFICATIONS AND THE GREEN BOOK, ALLOW . IT OF . a.,, • P H SPE IF CATIONS.
UTILITY SYSTEM AND SHALL RECEIVE THEENGINEER'S ION t.�vr INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL
BEFORE PROCEEDING. SIMI SITUATIONS OCCURRING ONTHETHE�PROJE
8. THE CONTRACTOR SHALL REPLACE IN KIND TO THE SATISFACTION OF THE DESIGN 28. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPIs) AND
12. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO CONTINUOUSLY CO ULT THE ENGINT EER AREOKEYEDEEVIEWI PRIORHTO LOCATION. GENGINEER
SIDEWALK, IRRIGATION SYSTEM,JURISDICTION
CAPING OR OTWER IMPAVING,
ROOVEMENT Q THEW FUTURE SIDEWALK AND STREET CURE-OFF OUTLET SHALL BE INSTALLED ,OR BEHIND THE THE STREET FUTURE SIDDEWBETWEEN
MAINAIN PLANT OPERATIONS AND SHALL NOT UNDULY RESTRICT CON C11ON. CUT, REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.
PLANT ACCESS OR CIRCULATION. THE SIOEWA.LK IS ADJACENT TOTHE STREET CURB, OR AS REQUIRED BY THE CITY
13, cif TRACE O}� SHAD` PROVIDE ADEQUATE SANITARY CONVENIENCES 7. VI ITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE 9- PIPE DELIVERED TO THE SITE SHALL BE PROTECTED BY THE CONTRACTOR OR COUNTY'S REPRESENTATIVES, REGARDLESS THEIR LOCATIONS SHOWN ON TH
UuSs or ALL PERSONS AT EQ ION 'F THE i t 83Y�ON DO NNOTT IN ANY WAY MEAN THAT THEY FROM DUST OR OTHER CONTAMINATION PRIOR TO PLACING IN TRENCH PLANS.
WOF�K. SI it N � E 51 L INCLUb�CAL T II OR RE ONSIBLEOFOR COMPRf0-IENSIVEU ORO SPECIIAALL NOR AND SHALL BE INSTALLED IN ACCORDANCE WITH I.E.0 A. STANDARDS TO
T R CTQ K ALL
A SPEP OPRIATE LO ONS. A •kIPL TION INSPECTIONS,.PONSIFOORDINATION, SUPERVISION, NOR SAFETY THE SATISFACTION OF THE I.E.U.A INSPECTOR.
THE 5OF LE A SANITARYONVENIIEINOCNES SHALL BE REM' • ANO AT THE JOB Silt, 10. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL ENSURE THAT ALL TOIV
8, I SPECTION .CER FURNISHED). IS REQUIRED IN • OPENINGS INTO THE PIPE UN ARE SECURELY PLUGGED AND STOPPED Sp NOTICE CONTRACTOR
14. THE CONTRACTT; SHHALL FURNISH POTABLE TMA R, FOR A DRINKING , ��C C SECTION 305 oN THE FOLLOWING THAT NO ANIMAL, FOWL, OR RODENT CAN ENTER THE PIPELINE.
SOURCE OTHER IHI�Nq�TH !SING PLANT UTiul T WATER SUPPLY, PORTIONS Ww K:
WHICH SHALL
E STH MEEPTARTME . N (TRACTOR SHHALLHALSO SN_.AND CR 11. PIPE TRENCH SHALL BE EXCAVATED TRUE TO LINE AND GRADE IN 1. CONTRACTOR SHALL VERIFY ALL CONOIl10NS AND DIMENSIONS
D� �' Pr's R T ACCORDANCE WITH PLANS AND SPECIFICATIONS. ALL BACKFILL AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER
EMPLOYEESMPLO SIGNS THROUGH 1Ti WORKISITE AREA SING tH R ANCH S SHALL BE PLACED IN A MANNER SATISFACTO•Y TO THE ENGINEER ® PRIOR TO THE COMMENCEMENT OF WORK.
THAT THE PLANT WATER IS NOT POTABLE. yy�IN 0--��CING S L ` � . : IIS' • •��: , a I
15. THHEE NT T SHALL PROVIDE AT HIS OWN COSTLECTRICAL (ALL PARTIAL AND UTJLL PETWON STRUCTURAL WELDS)RAIE MATERIALS FOR BACKFILL TO TWELVE 12 INCHES ABOVE THEPIPE
UND UTILITY
SECLTT NEC FqI Cp��OTR TIO{, JESTING, GEIEEE
AN SHALL BE GRANULAR MATERIAL WITH A IMUM SAND EQUIVALNT OF 3' 2. EXISTING UNDERGROUND STRUCTURES:
THROUGH- RY OR PERMAANENrX TLF 1 TIT'S WHETR SUPPLIED B. CONCRETE 12. IF UNSUITABLE SOIL IS ENCOUNTERED BELOW PIPE TRENCH OR STRUCTURE, THE
XOR STRUISTENCE CTURES ORD IOCONDUITS SHOWN NN OF ANY O THESE PLANS
S�T(Ry p _ THE CONTRACTOR SHALL OVEREXCAVATE A MINIMUM OF 2 -0" BELOW AND ARE OBTAINED' BY A SEARCH OF THE AVAILABLE RECORDS_
16. UNDEALLCCOOONRD ON TT THIS
SITE C TRAGNT „ ON THE 1 .
AY C POAST-IN-PLACE
THE STCONCRETE
STRENGTH
OF 40S EggSI ULLYES O' H jINIMUM zR,WIISSE 13. NO PIPLACE PE UND E SPHALL BE;INSTIILEDDON GRAVEL MATERIAL�WITHOUTPE f TO THE BESTXOF KNOWODGT, THERE ARE NO EXISTING
1�1 ' E ALL S HAVE A MINIMUM lT DAY C PRESSIVEUTILITIES IS AS SHOWN ON THESE PLANS, THE
II CONTRACTORT IS REQUIRED TO TAKE THE PRECAUTIONARYN
SITE DURING WE COURSE OF CONSTRU ON. • FIRST MEETIhIG IN PLACE DENSITY TEST REQUIRED 9h' THE I.EU.A, MEASURES TO PROTECT THE UTILITY LINES SHOWN AND
H Of I SEE SPECIFICA ONS FOR ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE
17. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF TTIE 'STANDARD 1 •NAL E I S. 14, ALL WORK SHALL BE INSPECTED BY I.£-U.A. INSPECTOR OR ITS DULY PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
- SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION" AND SUPPLEMENTS 2 •,�_ •• 5Ep pII,10 AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL NOT PROCEED NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
W� 8 G n� RGHT { WITH ANY SUBSEQUENT PHASE OF THE WORK UNTIL THE PREVIOUS
THERETO (APWA/AGC, "GREENBOOK•) AND SPECIAL PROVISIONS OF THE E • I NF � I PHASE HAS BEEN INSPECTED AND APPROVED. INSPECTION SHALL BE CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER
PROJECT TECHNICAL SPECIFICATIONS AND MUST BE KEPT ON THE yy�}I g• ; �• L COKT"?E F KIN MADE OF THE FOLLOWING PHASES OF WORK: ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
J08SRE AT ALL TIMES. AANNDD T C I. ' 0 P H C p SHOWN UNDERGROUND UTILITY PIPES CONDUITS OR STRUCTURES
:111-7.: •- � , ^l • I 'Pi!" 0 kRETE A. TRENCHING, INSTALLATION OF PIPE, VALVES, FITTINGS, SHOWN OR NOT SHOWN ON THESE PLANS.
ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMENT ?OR i IC I - •r RUCITI• • E - •• s I �A N VAULTS, MANHOLES
18, 8. BACKFILL AND COMPACTION 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
SHALL BE PROVIDED BY THE CONTRACTOR. COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING
3_ REINFORCING STEM FOR CONCRETE SHALL CONFORM TO C. OTHER UNDERGROUND FACILITIES IN PLACE THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING
19. THE CONTRACTOR SHALL MAINTAIN AT THE JOBSITE ALL APPLICABLE ASTMPT STIRRUPS 0. LEAK TESTING
1 i F • ej¢Y r� S '- r SAFETY OF ALL, PERSONS AND PROPERTY, THAT THIS
PERMITS. • • • . .1. F N f•I 'T REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
N - • • • * • - - Or •tI' R S IC 15. E. MANHOLES, VALVE BOXES, AND CONCRETE VAULTS RASED TO LIMITED TO NOR MAL WORKING HOURS. THE CONTRACTOR
20. N THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT 1 GRADE, LINES FLUSHED SHAD DEFEND, INDEMNIFY ANO HOLD THE OWNER,
CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION BY F. FINAL INSPECTION ENGINEER, AND THE INLAND EMPIRE UTILITIES AGENCY ((EUA)
tUELS, OILS, BITUMENS, OR HARMFUL MATERIALS. 4. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED,
OTHERWISE, S L BE: 15. THE CONTRACTOR SHALL GIVE AT LEAST TWO WORKING DAYS NOTICE IN CONNECTION WITH THE PERFORMANCE OF WORK ON
21. THE' CONTRACTOR SHALL RESTORE OR REPLACE IN KIND (OR BETTER) WHEN PLACED ON GROUND. S WHEN INSPECTIONS OR ENGINEERING JUDGMENTS BECOME NECESSARY. TH15 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
BACKFILL OR 16. CONSTRUCTION OF THE BE LIMITED WITHIN THE HOURS SOLE NEGLIGENCE OF OWNER, ENGINEER, OR (EUA
ALL EXISTING IMPROVEMENTS INTENDED TO REMAIN UNDISTURBED TO 004 T WATER, WEATHER, BETWEEN 7:30 OF A: 4:30 PROJECT UNLESSSHALL NOTED OTHERWISE.(THIN
E DURING CONSTRUCTION INCLUDING, BUT NOT UNITED TO, STREETS, MA
LANDSCAPING, FENCES AND SIGNS. S BAR OR SMALLER 1E2" 4. THE ESTIMATE QUANTITIES ARE ONLY FOR THE PURPOSE OF
6 BAR OR LARGER 7 17. AT END OF EACH WORK DAY: OBTAINING THE NECESSARY PERMITS AND TETEEMER & ASSOC.
" A. ALL TRAFFIC LANES SHALL BE OPEN. DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED
HIS OWN
S 3I/4� 2L" B. NO EQUIPMENT SHALL BE LEFT ON THE STREETS. QUANT TAKEOFC BESUBMITTING AOR SHALL FEIDMFOR ANY
I 1 ; i .�i W NS 1 11 Ea C. STREETS WHICH ARE USED FOR OR BECOME UNCLEAN DUE TO THE PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS.
CONSTRUCTION SHALL BE CLEANED, SWEPT AND WASHED PRIOR TO
1 -800-227-2600
w DIAL TOLL FREE THE END OF EACH WORK DAY.
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