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<br />GENERAL REQUIREMENTS :PROTECTION, REMOVAL AND RELOCATION OF VEGETATION UNIT PAVERS . .�., �.
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<br />� NG GENERAL .1 � 1. ". .."
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<br />-1 SPECIFICATIONS, APPLY TO THIS SECTION. AND SPECIAL CONDITIONS, APPLY TO THIS SECTION. �1� ; �_, �,.', . ".;,�
<br />RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED- DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDI
<br />AND SPECIAL CONDITIONS, APPLY TO THIS SECTION. AND SPECIAL coNbITIONS, APPLY TO THIS SECTION. AND SPECIAL CONDITIONS, AND DIVISION
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<br />SUMMARY OF WORK WORK INCLUDES PROTECTION AND REMOVAL OF VEGETATION, PRECAST SUMMARY THIS SECTION INCLUDES PROTECTION, REMOVAL, AND RELOCATION OF VEGETATION. SUMMARY THIS SECTION INCLUDES PRECAST CONCRETE PAVERS SET ON SAND WITH SAND-FILLED SUMMARY THIS SECTION INCLUDES IRRIGATION FOR PLANTS. REFER TO 'PLANTS SPECIFICATION j '.....
<br />RGROUND IRRIGATION SYSTEM, PLANTING AND TRANSPLANTING OF � -
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<br />VEGETATION, AND SITE FURNISHINGS. JOINTS AND ON MORTAR WITH GROUTED JOINTS. SECTION,FOR MAINTENANCE ANDWARRANTY REQUIREMENTS RELATED TO THIS SECTION. REFER TO . p..
<br />QUALITY ASSUIRANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING I . :
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<br />� ENGINEERING DRAWINGS FOR: WATER SYSTEM REQUIRED FOR IRRIGATION AND ELECTRICAL SERVICE .�� I
<br />JURISDICTION, INCLUDING MIAMI-DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES QUALITY ASSURANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING REQUIRED FOR IRRIGATION AUTOMATIC CONTROLLER. .
<br />ITEMS FURNISHED BY OWNER OWNER WILL FURNISH BENCHES, LITTER RECEPTACLES, AND BUS STOP MANA GEMIENT AND CITY OF SUNNY ISLES BEACH. JURISDICTION, INCLUDING FLORIDA DEPARTMENT OF TRANSPORTATION, MIAMI-DADE COUNTY PUBLIC . .
<br />SHELTER FOR INSTALLATION BY CONTRACTOR. I
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<br />COMPLY WITH APPLICABLE REQUIREMENTS AND PROVISIONS OF ANSI A300 (PART 5) MANAGEMENT, WORKS DEPARTMENT, AND CITY OF SUNNY ISLES BEACH PUBLIC WORKS DEPARTMENT. QUALITY ASSURANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING 11 :� .. 01tf. - il :Ew6I#0vk,0�_
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<br />AVAILABLE, SUBMIT PROPOSAL TO LANDSCAPE ARCHITECT FOR USE OF EQUIVALENT ITEM. PARTMENT - ,� I � I-4, D" �* ,
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<br />THER WOODY COMPLY WITH APPLICABLE PROVISIONS OF THE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) OF ENVIRONMENTAL RESOURCES MANAGEMENT, MIAMI-DADE WATER AND SEWER DEPA , .
<br />SU13STITUTIONS DO NOT MAKE MATERIAL, PRODUCT, EQUIPMENT, OR SYSTEM SUBSTITUTIONS. IF NOT AMERICAN NA TNONAL STANDARD FOR TREE CARE OPERA TIONS-TREE, SHRUB, AND 0 JURISDICTION, INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT, MIAMI-DADE DE
<br />. ACCEPTANCE WILL BE IN THE FORM OF A CHANGE ORDER. PLANT MAINTENANCE-STANDARD PRACTICES (MANAGEMENT OF TREES AND SHRUBS DURING SITE TECH SPECS. CITY OF SUNNY ISLES BEACH. IRTMENT, AND
<br />PLANNING, SITE'DEVELOPMENT, AND CONSTRUCTION). � - '' L 0� L I '.1
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<br />ENGAGE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) CURRENTLY CERTIFIED CONCRETE COMPLY WITH APPLICABLE PROVISIONS OF NATIONAL ELECTRICAL CODE (NEC) AND NATIONAL .Iiiff. tfll
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<br />OWNER OCCUPANCY OWNER WILL OCCUPY PROJECT SITE DURING CONSTRUCTION. COOPERATE WITH COMPLY WITH APPLICABLE REQUIREMENTS AND PROVISIONS OF ANSI Z133, AMERICAN NATIONAL PAVER INSTALLER (LEVEL I OR LEVEL 11) WHO HAS MINIMUM 5 YEARS OF SUPERVISORY EXPERIENCE IN ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARDS. PROVIDE ELECTRICAL COMPONENTS Itolt 6:41: 4'. flor-th 11 . 4:
<br />OWNER DURING CONSTRUCTION OPERATIONS TO MINIL41ZE CONFLICTS AND FACILITATE OWNER USAGE. SmANDARar-ORARBORICULTURAL OPERA TIONS--SAFETY REQUIREMENTS COMPLY WITH APPLICABLE SUCCESSFULLY COMPLETED UNIT PAVER INSTALLATIONS SIMILAR IN MATERIAL, DESIGN, AND EXTENT THAT ARE LISTED AND LABELED BY UNDERWRITERS LABORATORIES (UL). � ., . ..." � - ., J.,P �
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<br />VERIFICATION OF REQUIREMENTS VISIT THE PROJECT SITE TO EXAMINE SITE AND LOCAL CONDITIONS REQUIREMENT& OF FLORIDA POWER & LIGHT COMPANY, INCLUDING LINE CLEARANCE CERTIFICATION. TO THAT INDICATED FOR PROJECT. I lt.-54, V1.111 1. � 11,45444 , t:414f
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<br />� . � SUBMITTALS SUBMIT MANUFACTURIERS'TECHNICAL DATA, AND INSTALLATION AND MAINTENANCE I - - .... I-— ''.. I _ � =-:_':7�
<br />� UNDER WHICH THE WORK IS TO-SE PERFQR IONS WITH THE REQUIREMENTS F,NQA . E INTERNATIONAL SOCIETY OF AR ORICULTURE (ISA CURRENTLY CERTIFIED ARBORIST, WHO B FACTUREIRS'TECHNICAL DATA, AND INSTALLATION AND MAINTENANCE INSTRUCTIONS FOR MATERIALS, PROD MAssociates c COPYRIGHT
<br />I . MED.CORRELATE OBSERVAT .
<br />OF THE CONTRACT � _ . .... ' I �. �.. �Q IB � � ) � � � 1.
<br />. I DOCUMENTS. AT ONCE REPORT ERRORS, INCONSISTENCIES, OR OMISS16NS . UCTS, EQUIPMENT, AND SYSTEMS. SUBMIT RECORD DRAWINGS
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<br />. PERIENCE. IN PROTECTION,'REMOVAL, AND: RELOCATION INSTRUCTIONS FOR MATERIALS AND PRODUCTS. SUBMIT ACTUAL SAMPLES OF EACH SIZE, COLOR, AND AND SPECIFICATIONS."F1 C - PUMPING SYSTEM, VALVE, AND AUTOMATIC CONTROLLER LOCATIONS, ASSOCIATES UNLESS OTHERWISE PROVIDED
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<br />DISCOVERED TO THE LANDSCAPE ARCHITECT. . , I .11.1 . ... I . I � ,. P ORD
<br />OF VtdEtATIONI, TO DIRECT ROOT PRUNING,'CANOPY TRIMMING,, AND VEGETATION DAMAGE REPAIRS TEXTURE OF UNIT PAVER INDICATED ON DRAWINGS. REFERENCED TO DEPENDABLE' I
<br />ATSITE. � BENCHMARKS. I'OR FY CONTRACT. THE CONTENTS OF THIS
<br />VERIFY COMPLETE PROJECT REQUIREMENT% INCLUDING EXISTING SUBSURFACE CONDITIONS, EXTENT DRAWING AM OONFIDENTIAI. AND SHAI.L
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<br />AS AUTI-IORIZED TO BY THE ARCHITECT /
<br />OF TRASH, DERR-IS, AND CONTAMINATION, AND LOCATION OF UNDERGROUND AND A13 ERECT MOCK-UPSFOR EACH FORM AND PATTERN OF UNIT PAVERS REQUIRED TO VERIFY SELECTIONS SITE VISITS SCHEDULE SITE VISITS BY LANDSCAPE ARCHITE C-T FOR FIELD OBSERVATION OF TRENCHING ENGINEERS OF RECORD.
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<br />UTILITIES, BEFORE SUBM17TAL OF BID. OVE-GROUND ENGAGE INTER.-NATIONAL SOCIETY OF ARBORICULTURE (ISA) CURRENTLY CERTIFIED UTILITY MADE UNDER-SAMPLE SUBMITTALS. USE SAME MATERIALS AND METHODS AS INDICATED FOR FINAL AND BACKFILLING, HYDROSTATIC TESTING, AND OPERATIONAL TESTING. -
<br />SPECIALIST, WHOO H. AS. MINIMUM OF 5 YEARS OF SUPERVISORY EXPERIENCE IN PROTECTION, REMOVAL, UNIT OF WORK. DOE . KMANSHIP THAT WILL BE PRODUCED: IN FINAL UNIT OF .1
<br />. � . AND RELOCATIOIN OF VEGETATION, TO DIRECT ROOT PRUNING, CANOPY TRIMMING, AND VEGETATION WORK. OBTAIN LANDSCAPE ARCHITEcrs ACCEPTANCE OF MOCK-UPS BEFORE START OF FINAL UNIT OF PRODUCTS � . consultan :
<br />REVIEW OF CONT-RACT DOCUMENTSAND.FlIELDCONDMONS; CAREFULLY STUDY AND COMPARE DAMAGE REPARS AT SITE NEAR UTILITY LINES. WORK. RETAIN AND MAINTAIN MOCK-UPS DURING CONSTRUCTION IN UNDISTURBED CONDITION AS 1.�.�:.�;�-,,�.-',.�:-�-���.,..�., - __ � '..... ,
<br />CONTRACT DOWMEN-TS.-WIT.KEACH OTWERs AND;W.iT-1+SU4kWYS, ICH INCLUDE ... . _ � ,�_�',,.� -��., .
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<br />LEGAL PESCRIPTIIOOS"ANO��LINTAT'I.ONS, PH`YS1C&:-CkAkAdTERI' STANDARD FOR JUDGING COMPLETED UNIT OF WORK. PRODUCTS SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE MAT .... ..",_:�1;:z,
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<br />..: I , $TICS AND-UTILITY. LOCATIONS-FOR Off-EMSITS SCHEDULE SITE VISIT BY LANDSCAPE ARCHITECT TO REVIEW TAGGING OF VEGETATION TO I ERIALS, . , 'V .4�:�,.:�_.__._ ,
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<br />THE SITE 0F THE PROJECT WISH � .1 � PRODUCTS, AND EQUIPMENT IN SIZES AND QUANTITIES, AND OF TYPES AND MANUFACTURERS .1 �. 9p:51W..
<br />_ � I ED BY OV*Ek.�AfONCE REPORT ERRORS INCONSISTENCIES, OR SE-006 CTED. . 11111. 4411000'.
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<br />OMISSIONS DIS66�iRED:+C) THE LANDSCAPE ARCHITECT. DELIVERY, STO SCHEDULED ON DRAWINGS. 1_-�`�:�_ !:, � , __
<br />I RAGE, ANU HANDLING PROTECT AGGREGATES AND UNIT PAVERSDURING DELIVERY, � :-�::�:�".._. " , -, - ; ,;�i:":��::
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<br />PRODUCTS STORAGE, AND CONSTRUCTIONAGAINST WETTING 13Y RAIWORGROUND WATERAND AGAINST SOILAGE I . . � - - ,. _ .... I ',!::��.��
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<br />TAKE FIELD. MEASUREMENTS AND VERIFY FIELD CONDITIONS. CAREFULLY COMPARE SUCH FIELD I ROWEARTH AND OTHER MATERIALS. PROTECT GROUTAND MORTAR MATERIALS � OARSE SAND, FREE OF SILT, SLUDGE, AND TOXIC MATERIALS, WITH 100 � � :` - .,:��_,
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<br />* ' , - FROM DETERIORATION BY MOISTURE AND TEMPERATURE. STORE MATERIALS IN DRY LOCATION PERCENT OF THE SAND PASSING A NUMBER 8 SIEVE AND NOT MORE TH 4 PERCENT PASSING A I
<br />MEASUREMENTS- AND* CONDITIONS AND: OTHER INFORMATIO KN0 "
<br />I N.: . WIN TO THE CONTRACTOR WITH THE TEMPORARY- GUARDS SUBJECT TO COMPLIANCE WITH APPLICA LEREQUIREMENTS, PROVIDE OR IN WATERPROOF CONTAINERS. PROTECT UNIT PAVER WORK WHEN AT OSPHERIC TEMPE TURE IS . AN � .
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<br />E COMMENCING ACTIVITIES IMMEDIATELY REPORT ERRORS, POLYETHYLENE CONTRACTORS GRADE SMOOTH TOP DIAMOND FENCE .PLASTIC NETT M RA .
<br />OC i . ING BELOW 40."F, AND WHEN TEMPERATURE AND HUMIDITY CONDITIONS PRODUCE EXCESSIVE NUMBER 100 SIEVE. I
<br />INCONSISTENCIES, OR OMISSIONSTO THE LANDSCAPE ARCHITECT. MANUFACTURED BY GEO-SYNTHETICS'PROVIDE STAKES OF SOUND, NEW TREATED SOFTWOOD, FREE EVAPORATION OF BEDS AND GROUT. RACEWAYS PROVIDE POLYVINYL CHLORIDE (PVC) RIGID NONMETALLIC CONDUIT (RNC) AND FITTINGS
<br />OF KNOTHOLES AND OTHER DEFECTS. UNDERGROUND, MINIMUM SIZE 7 . . �
<br />DIMENSIONS AND ELEVATIONS VERIFY DIMENSIONS AND ELEVATIONS AT PROJECT SITE BEFORE . 2 (IINCH). COMPLY WITH NEMA TC-2, NEMA TC-3, AND UL 651. CONVERT - `
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<br />COMMENCEMENT OF WORK. EXECUTION . TO HOT-DIP GALVANIZED RIGID STEEL CONDUIT (RSC) BEFORE RISING ABOVE GROUND. . V".
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<br />GENERAL SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE MATERIALS AND PROVIDE HOT-DIP GALVANIZED RIGID STEEL CONDUIT IN DRY, DAMP, AND WET LOCATIONS ABOVE �: ii .
<br />� DEFINITIONS TERM FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR GENERAL PROTECT VEGETATION AS INDICATED ON DRAWINGS AND AS REQUIRED TO PERMIT NEW PRODUCTS IN SIZES, IN QUANTITIES, AND OF TYPES AND MANUFACTURERS SCHEDULED ON DRAWINGS. GROUND. COMPLY WITH ANSI C80.1. lk
<br />UNLOADING, UNPACKING, ASSEMBLY INSTALLATION, AND SIMILAR OPERATORS. TERM INSTALL IS USED CONSTRUCTION. USE HAND METHODS FOR GRUBBING INSIDE DRIP LINE OF VEGETATION INDICATED TO
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<br />TO DESCRIBE OPERATIONS AT PAOJE'CT SITE INCLUDING UNLOADING, UNPACKING, ASSEMBLY, REMAIN. PROTECT AND MAINTAIN GRADE STAKES, BENCHMARKS, AND SURVEY CONTROL POINTS FROM CONCRETE PAVERS PROVIDE ASTM C 936 SOLID CONCRETE INTERLOCKING PAVERS MADE FROM WIRES PROVIDE MINIMUM 14 AWG WIRES. PROVIDE SOLID COPPER CONDUCTORS FOR SIZES 10 AWG ,�;."
<br />ERECTION, PLACING, ANCHORING, APPLYING, WORK-ING TO DIMENSION, FINISHING, CURING, DISTURBANCE. ..�,
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<br />PROTECTING, CLEANING, AND SIMILAR OPERATIONS. TERM PROVIDE MEANS FURNISH AND NSTA NORMAL WEIGHT AGGREGATES AND ASTM C 979 COLOR PIGMENT MATERIAL, AND WITH ASTM C 140 AND SMALLER, STRANDED COPPER CONDUCTORS FOR SIZES 8 AWG AND LARGER. PROVIDE COPPER le't
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<br />COMPLETE AND READY FOR INTENDED USE. MINIMUM COMPRESSIVE STRENGTH OF 7200 PSI AND MAXIMUM WATER ABSORPTION OF 7 PERCENT. CONDUCTORS WITH CONDUCTIVITY OF 98 PERCENT AT 68-F (20-C). PROVIDE WIRES WITH THHN/THWN .. s.
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<br />PROTECTION OF VEGETATION LOCATE AND CLEARLY TAG VEGETATION INDICATED TO BE PROTECTED THERMOPLASTIC INSULATION. 11�k
<br />DRAWINGS AND SPECIFICAT11IONS DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS OR RELOCATED WERIFY AT PROJECT SITE WITH LANDSCAPE ARCHITECT. CONCRETE FOR CURBS AND SLABS NORMAL-WEIGHT, READY-MIX CONCRETE WITH MINIMUM
<br />REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, MAXIMUM SLUMP OF 4 INCHES, AND 2 TO 4 PERCENT SPLICES SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE DRY AND DBR DIRECT M
<br />PROVIDE TEMPOIRARY GUARDS AS REQUIRED TO PRESERVE VEGETATION TO BE PROTECTED. WATER AIR CONTENT. AND MAXIMUM WATER-TO-CEMENT RATIO OF 0.58. BURIAL SPLICE KITS MANUFACTURED BY 3M. U
<br />VEGETATION AS IREQUIRED TO MAINTAIN ITS HEALTH DURING CONSTRUCTION. <�
<br />STANDARDS APPLICABLE STANDARDS OF CONSTRUCTION INDUSTRY ARE MADE A PART OF CONTRACT LU
<br />AGGREGATE FOR BASE SOUND CRUSHED STONE OR GRAVEL, ASTM D 448, SIZE NUMBER 8 FOR COARSE LINE MARKERS SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE CID
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<br />. THE STANDARDS HAVE SAME FORCE AND EFFECT AS IF COPIED OR PRESERVE VEGETATION INDICATED TO BE PROTECTED OR RELOCATED FROM UNNECESSARY CUTTING AGGREGATE. PLASTIC-ENCASED ALUMINUM BLUE DETECTABLE UNDERGROUND TAPE MANUFACTURED BY C H 164.
<br />BOUND DIRECTLY INTO CONTRACT DOCUMENTS. COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF OR BREAKING OF' ROOTS AND FRONDS, SKINNING OR BRUISING OF TRUNK, OR SMOTHERING BY HANSON AND LABELED BURIED UNDERGROUND IRRIGATION LINE BELOW.
<br />. PEDESTRIAN AND VEHICULAR TRAFFIC, VEHICULAR PARKING, OR STOCKPILING OF CONSTRUCTION GEOTEXTILE WOVEN OR NONWOVEN POLYESTER OR POLYPROPYLENE. . D.
<br />CONFLICTING STANDARDS WHERE COMPLIANCE WITH SPECIFIED STANDARDS OR REQUIREMENTS MATERIALS WITHIN 2 FEET OUTSIDE DRIP LINE. EXECUTION >_
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<br />SAND FOR SETTING COURSE FINE, SHARP, NONPLASTIC AGGREGATE, ASTM C 33 WITH 95 TO 100 z
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<br />ESTABLISHES DIFFERENT OR CONFLICTING LEVELS OF QUALITY, MOST STRINGENT STANDARD OR INSTALL PLASTIG NETTING FENCE IN ACCORDANCE WITH PUBLISHED RECOMMENDATIONS OF PERCENT OF THE SAND PASSING A NUMBER 4 SIEVE AND NO MORE THAN 1 PERCENT PASSING A DESIGN DESIGN PRESSURES ARE INDICATED ON DRAWINGS AT CONNECTION TO WATER SUPPLY AND V>
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<br />REQUIREMENT IS INTENDED AND WILL BE ENFORCED. MANUFACTURERS AND AS INDICATED ON DRAWINGS. NUMBER 200 SIEVE. . AT FARTHEST STATION POINTS. VERIFY THAT PRESSURE AT WATER SUPPLY IS MAINTAINED ABOVE .
<br />TEMPORARY FACILITIES PROVIDE UTILITY SERVICES, CONSTRUCTION FACILITIES, SECURITY AND REPAIR DAMA INDICATED PRESSURE AT TIME OF DAY WHEN IRRIGATION IS PROGRAMMED TO OPERATE. 6
<br />, GE TO VEGETATION. REPLACE VEGETATION THAT CANNOT BE RESTORED AS DETERMINED JOINT MATERIAL FOR PAVERS SET ON SAND FINE, SHARP, WASHED SAND, ASTM C 144 WITH 100 >_
<br />PROTECTION PROVISIONS, AND SUPPORT FACILITIES AS REQUIRED FOR THE EXECUTION OF THE WORK. BY LANDSCAPE AkRCHITECT. DESIGN LAYOUT DESIGN COMPONENT LOCATIONS ARE APPROXIMATE. MAKE ADJUSTMENTS AS L_
<br />PERCENT OF THE SAND PASSING A NUMBER 8 SIEVE AND NO MORE THAN 1 PERCENT PASSING A U
<br />NUMBER 200 SIEVE. NECESSARY TO AVOID VEGETATION AND OTHER OBSTRUCTIONS. DO NOT DECREASE SYSTEM I
<br />TEMPORARY SECURITY AND PROTECTION PROVISIONS REQUIRED INCLUDE, BUT ARE NOT LIMITED TO, REMOVAL OF VEGETATION REMOVE VEGETATION INDICATED TO BE REMOVED. COMPLETELY REMOVE I COMPONENT QUANTITIES INDICATED UNLESS OTHERWISE ACCEPTABLE TO LAND CAPE CHITECT Ali
<br />BARRICADES, WARNI. SIGNS AND LIGHTS, ENVIRONMENTAL PROTECTION, AND SIMILAR PROVISIONS STUMPS, ROOTS, AND OTHER DEBRIS THAT INTERFERE WITH NEW CONSTRUCTION. PRUNE ROOTS AND BOND COAT PORTLAND CEMENT PASTE. S AR .
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<br />INTENDED TO MINIMIZE PROPERTY LOSSES, PERSONAL INJURIIIES,AND CLAIM&FORMAMAGIES AT BRANCHESOF'VE E-TATIONINDICATED TORE PROTECTED ORAELOCATEDAS REQUIRED TO PERMIT TRENCHING EXCAVATE STRAIGHT AND TRUE WITH BOTTOM UNIFORMLY SLOPED TO LOW POINTS.
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<br />PROJECT SITE., PROVIDE BARRICADES, AND WARNING LIGHTS AND SIGNS AS REQUIRIED13Y AUTHORITIES NEW, �N %X A EGETATION. TEMPORARILY ME0%TATR FOR SETTING PAVERS ON CONCRETE CURB LATEX-MODIFIED PORTLAND CEMENT MORTAR. EXCAVATE TRENCHES TO A DEPTH OF 3 INCHES BELOW INVERT OF PIPE. PROVIDE MINIMUM COVER
<br />G JURISDICTION. CS C S UCT'O C ., ,
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<br />HAVIN I 1 7 it - POSED) R; T W DRYING OUT. COVER CUT 0 M��N �M . 6 ,. . - � .'' . . OVER TOP OF PIPING INDICATED ON DRAWINGS. ..
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<br />r R SSITHSA ORY 1. RTAR ' ASTM C 270, TYPE M, WITH PORTLAND CEMENT, ASTM C 150, TYPE I OR 11; HYDRATED . � � LIVS prolect number:
<br />TRAFFIC ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT I . . . I LIME, ASTM C 207, TYPE S; AND AGGREGATE, ASTM C 144, WITH FINENESS MODULE OF 2.25 PLUS OR I
<br />FACILITIES. Ck) NOT CLOSE -OR'08STRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES MINUS. PROTECT EXISTING VEGETATION. DO NOT EXCAVATE WITHIN DRIPLINEOF VEGETATION. JACK PIPING
<br />WITHOUT PERMISSION FROM- GOVERNING AUTHORITIES HAVING JURISDICTION. � SLEEVES UNDER ROOT SYSTEM IF POSSIBLE. TRANSPLANT AND REPLANT VEGETATION ASNECESSARY � 200822
<br />� MORTARBIED BOND COAT PORTLAND CEMENT PASTE. TO COMPLETE INSTALLATION. REPLACE DAMAGED VidETATION WITH'NtW TO MATCH EXISTING.
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<br />SITE CON011TIONSPROC . EED WITH AND. COMPLETE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME BACKFILLING BACKFILL WITH SATISFACTORY MATERIAL FROM EXCAVATION..: � Client pr ject number:
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<br />REQUIRED. . . . I � MATERIAL AS WELL AS ROCKS AND DEBRIS LARGERtHAN I INCH ,IN DIAMETER. BACKFILL WITH SAND IF
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