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7. ANY UTILITIES INSTALLED WITHIN 5' OF THE BUILDING FOUNDATION ARE IN �
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JEOPARDY 0 BEING `DESTROYEO`PRIOR TO FOUNDATION WORK
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IMPROVEMENTS SHOWN WITHIN 5 OF THE PROPOSED FOUNDATIONS ARE TO =
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BE COMPLETED AFTER FOUNDATION CONSTRUCTION@, _
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EACH UTILITY CONTRACTOR FOR T
IS RESPONSIBLE FOR COORDINATING INSTALLATIONS WITH GENERAL.
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1. CONTRACTOR IS TO VERIFY THE EXACT HORIZONTAL AND C
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TRACTOR PAVEMENT
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VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES -
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1. LIME STABILIZATION. 1
LEAS T 48 HRS. PRIOR TO ANY DEMOLITION OR CONSTRUCTION.
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FACILITIES.
AND GUARANTEE COVERAGE OF VEGETATION UNTIL ESTABLISHMENT' OF GRASS. Z
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STABILIZE TO A ..MINIMUM DEPTH OF 6 SUFFICIENT T0'PR000CE . A pH OF, THE LIME .SOIL :MIXTURE OF NOT LESS THAN ..12.4. ASSUME ° 6% -
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GRASS TYPE TO BE SPECIFIED BY OWNER. �
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2. S W K' -T BE DON I CONFORMANCE z
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OF .STATION STANDARD SPECIFICATIONS FOR WATER & E
11. ALL GUTTER DOWNSPOUTS FROM -EAVES ARE TO BE RELEAS ED TO R :
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SEWER, STREETS &, DRAINAGE. P
PARKING AREA AND DRAIN TO DETENTION POND
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3. . ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE 1
12. MAINTAIN INTEGRITY OF EXISTING FEATURES NOT BEING `DEMOLISHED �
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SUB SHALL BE "COMPACTED T O A;DENSITY OF BB% OF THE MAXIMUM DRY .DENSITY AS DETERMINED ,BY THE S r ANDARD PROCTOR N
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CONFORMANCE WITH
13: THE STREETS SHALL 8E CONSTRUCTED IN CONFOR`THE T c
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COMPACTION TEST, ASTM D 598, WITH A -WATER CONTENT OF OPTIMUM TO 3� OF OPTIMUM.' w
MATERIAL. MUST' BE DISPOSED:': OF OFF SITE: S
STANDARD :SPECIFICATIONS FOR STREET CONSTRUCTION DATED MARCH -1986.
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2. CONCRETE:' r
UPON COMPLETION; OF THE WORK AND BEFORE ACCEPTANCE AND
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FINAL .PAYMENT THE CONTRACTOR `
.WASTE 1S C LY HA BY PRI CONTRA NO
ALL CONCRETE SHALL BE 4000 PSI, 28 'DAY STRENGTH .PORTLANO CEMENT CONCRETE: ACCELERATOR SHALL BE. ADDED SUCH THAT r
RESTORE:dN.AN ACCEPTABLE MANNER ALL PROPERTY WHICH HAS R
RE U F T
Q ES OR CITY SOLID ASE MAIN NANCE IS BEING MADE.
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THE SITE'OF'THE WORK IN A NEAT AND PRESENTABLE CONDITION O
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15, CANOPY OVER EXISTING DRIVE LANES WILL . NOT BE EXTENDED VER
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THROUGHOUT.
PROPOSED DRIVE LANES.
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TOTAL CEMENTITiOUS MATERIAL 4
4. ALLL CONCRETE 'CURB ' GUTTER WALKS AND DRIVES TO BE
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CONSTRUCTED WITH 4000 PSI - 28 DAY STRENGTH, PORTLAND -
1. ANY RIALS B HED R H
LEA ED S ALL BE COMPLETELY
CONCRETE TO HAVE A BURL.APPED OR BROOMED FINISH. NO STANDING WATER BIRDBATHS WILL BE ACCEPTABLE: C
CEMENT : CONCRETE. TRAFFIC TO BE EXCLUDED FROM PAVEMENT FOR 1
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AT LEAST 24 HRS. A
AND OSED 'OF BY THE T
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F UNTIL CONCRETE IS AT LEAST
CONTRACTOR SHALL ,EXCLUDE TRAFFIC FROM CONCRETE PAVEMENT BY MEANS OF BARRICADES AND SIGNS U ETE S
SHALL BECOME PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED o
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5. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL
OWNER PRIOR TO DEMOLITION. ALL MATERIAL MUST. BE DISPOSED OF OFF
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CONFORM TO ITEM ;666 OF THE TxDOT STANDARD ,SPECIFICATIONS
SITE. UPON COMPLETION OF. THE WORK ANDt :BEFORE ACCEPTANCE AND- FINAL ': o
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3. TESTING. O
FOR 3
P YMENT TH NTRA T
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EXCEPTION OF. ;1. .).TYPE
' MARKING MATERIALS N T BE A
ACCEPTABLE MANNER ALL PROPERTY WHICH H
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E OWNER WILL OBTAIN AN INDEPENDENT TESTING LABORATORY TO: CO DUCT MAT RIA C MPA 11 14 ESTING. CON CTOR P
PURCHASED FROM ,THE DEPARTMENT, AND 2.} GLASS BEADS MAY BE O
PR ECUTiON F 'TH W : N
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PRESENTABLE CONDITION
AFTER A FAILED TEST SUBSEQUENT RETESTS WILL BE THE COIN TRACTOR'S EXPENSE.
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2. IN AREAS WHERE EXISTING CURB AND GUTTER IS TO I T _
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APPROVED BY. SMK
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PAVEMENT AND /OR RED PAINTED CURB. RED PAINTED SURFACE T A
AND GUTTER, SAW CUT EXISTING CURB AT POINT OF CONNECTION AN
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DOWEL WITH EXPANSION' JOINT.
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FILL MATERIAL. OPTIMUM MOISTURE DENSITY RELATIONSHIP TO BE .DETERMINED FOR FILL MATERIAL AT RATE' OF ONE SAMPLE PER MATERIAL F
FEET AP
DEMOLITION F N
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COMPACTED THICKNESS:' UPON COMPLETION' OF EACH LAYER AND PRIOR TO COMMENCEMENT OF THE NEXT LAYER CONTRACTOR. SHALL �
LL 'DIMENSIONS ,M SURED TO ACK OF CU UNLESS B
OBTAIN WRITTEN PERMISSION TO PROCEED :WITH: EMO I N F
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IL OF At ITEMS NOT APP V ,
AB RO ED FOR .DEMOLITION.. CONTRACTOR IS � :
-, ONSiBLE TO REPLACE DAMAGED N cl
_ SP E EMS OT APPROVED
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ALL 00 A D G OUND OLIN ED MECHANICAL EQUIPMENT ,
CONCRETE
COMPRESSIVE STRENGTH TESTS TO BE CONDUCTED AT A :RATE °OF 1 F Q ALL - I—
CO C ETE CO ES SET O 3 PER EACH t000,SY OF CONCRETE PLAG OR _.
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A HIS N EXPENSE. REPLACEMENT - SHALL NOT CONSTITUTE VI R i T TE REASON FOR � to
BE SCREENED :FROM EW 0 SOLA E SUCH THAT IT IS NOT
_ MINIMUM OF 1 SET OF THREE PER POUR. STANDARD BREAKS TO BE AT 7 14 AND 28 DAYS- . _ ;
RA CLAIMS. ..-
VISIBLE FROM ANY PUBLIC RIG OF �AY OR RES DISTRICT EXTRA
INSET. A HT L! DS CT
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F TH PROPERTY N NI NG
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50 O U E SCREE SHALL BE
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CONTRACTOR TO INSURE & MAINT T UCTU
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' A1N S R RAL .INTEGRITY OF
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C00 OINATED WIT BUILDING RCHITEC LIRE 0 MAINTAIN `A IFI
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