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<br />COUNTY OF SAN JOAQUIN PUBLIC IMPROVEMENT REQUIREMENTS
<br />GENERAL NOTES GRADING NOTES CONTINUE
<br />1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE COUNTY OF
<br />SAN JOAQUIN STANDARD SPECIFICATIONS (DATED FEBRUARY 1986, REV. 7. ALL GRADING SHALL COMPLY WITH 1994 U.B.C. CHAPTER 29
<br />DECEMBER 1992), THE COUNTY OF SAN JOAQUIN IMPROVEMENT STANDARDS AND APPENDIX CHAPTER 70.
<br />(DATED MAY 1997) AND THE COUNTY OF SAN JOAQUIN CONSTRUCTION
<br />STANDARDS (DATED AUGUST 1997). 8. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />2. THE COUNTY OF SAN JOAQUIN IS A MEMBER OF THE UNDERGROUND SERVICE 9. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY KLEINFELDER, INC.
<br />ALERT (U.S.A.) ONE CALL SYSTEM. THE CONTRACTORS SHALL NOTIFY THE (SEPT. 14, 2000) TO DETERMINE LOT GRADING, SITE PREPARATION
<br />U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION AND FOUNDATION RECOMMENTDATION.
<br />WORK BY CALLING 1-800-642-2444.
<br />3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE DRAINAGE NOTES
<br />HE
<br />GRADING NOTES
<br />1. GRADING SHALL CONFORM TO CHAPTER 70 UBC, LATEST EDITION, AND TO
<br />THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING REPORT
<br />BY KLEINFELDER. KLEINFELDER FILE NO. 20-4476-01.GO1
<br />2. ALL EROSION CONTROL SHALL BE PLACED AS SPECIFIED ON THESE PLANS
<br />OR AS DETERMINED BY THE COUNTY.
<br />3. NON -POTABLE WATER SHALL BE SPRAYED ON ALL EXPOSED EARTH
<br />SURFACES DURING CLEARING GRADING, EARTH MOVING, AND OTHER SITE
<br />PREPARATION ACTIVITIES. THE EXPOSED EARTH SHALL BE WATERED
<br />THROUGHOUT THE DAY TO MINIMIZE DUST.
<br />4. THE COUNTY SHALL HAVE THE AUTHORITY TO STOP ALL GRADING OPERATIONS,
<br />IF, IN OPINION OF COUNTY STAFF, INADEQUATE DUST CONTROL MEASURES ARE
<br />BEING PRACTICED OR EXCESSIVE WIND CONDITIONS CONTRIBUTE TO
<br />FUGITIVE DUST EMISSIONS.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING CONSTRUCTION
<br />VEHICLES LEAVING THE SITE ON A DAILY BASIS TO PREVENT DUST,
<br />SILT AND DIRT FROM BEING RELEASED OR TRACKED OFFSITE.
<br />6. THE HOURS OF PROJECT CONSTRUCTION SHALL BE:
<br />7:00 AM TO 7:00 PM (MONDAY THRU FRIDAY)
<br />8:00 AM TO 8:00 PM (SATURDAY, SUNDAY & HOLIDAYS)
<br />•
<br />DEVELOPMENT FOR MAINTENANCE AND STORAGE OF EQUIPMENT OR ANY
<br />OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER
<br />QUALITY OF THE RUNOFF. THIS AREA SHALL HAVE A BERM LOCATED
<br />AROUND ITS PERIMETER. THIS AREA SHALL BE RESTORED TO
<br />ACCEPTABLE CONDITION UPON COMPLETION OF PROJECT.
<br />10. HYDRO SEEDING MAY BE CONSIDERED AS AN ALTERNATIVE TO
<br />BROADCAST STRAW SUBJECT TO THE COUNTY BASED ON
<br />A REVIEW OF THE EXISTING SITE CONDITIONS (LOCATION, SLOPES,
<br />PROXIMITY TO STREAMS) AND TIME OF THE YEAR.
<br />12.5' 25'
<br />P.U.EJ
<br />L►i 5' 4' 41�
<br />DITCH GRADE___/A" A.B.
<br />10" A.B. -
<br />BITUMINOUS PRIME
<br />COAT
<br />_ 40' ESMT.
<br />f PL -- -----�
<br />- 20 20'
<br />1' (TYP.) r-1_0 01
<br />(EX.) GRADE- -_
<br />1' MAX.L�_>
<br />3
<br />1'-
<br />2:1 MAX.
<br />SECTION "A" "A"
<br />N.T.S.
<br />(SEE SHEETS 6 & 8)
<br />CL 40' ESMT.
<br />20' 20'
<br />1' (TYP.)J I-
<br />r 1' (TYP.)
<br />1' MAX.
<br />6" CL II A.B. 0 95% RELATIVE
<br />COMPACTION OVER 12" SCARIFIED
<br />NATIVE SUB -BASE. SUB -BASE TO BE
<br />COMPACTED 0 90% RELATIVE DRY DENSITY
<br />PRIME COAT CL II AB SURFACE WITH
<br />AR 4000 ASPHALT EMULSION AT A RATE
<br />OF 0.33 GALLONS PER SQUARE YARD
<br />OF SURFACE
<br />10.0' 5.0'
<br />2.0' 1' (TYP.)
<br />- 17. MAX 1' - (EX.) GRADE
<br />3
<br />SECTION "B" "B"
<br />N. T. S.
<br />(SEE SHEETS 6 & 9)
<br />PL 12.5'
<br />(EX.) GRADE
<br />5$ -Mau �5q MAXL
<br />SECTION "C" "C"
<br />N.T.S.
<br />(SEE SHEET 9)
<br />_ 40' ESMT.
<br />CL
<br />20' J 20'
<br />7.5' 10.0'
<br />VARIES
<br />(EX.) GRADES ._i -_`1 ' MAX
<br />1'j-
<br />7.5'
<br />VARIES
<br />-I 1' (TYP.)
<br />TJ1' MAX.
<br />SECTION "D" "D"
<br />N.T.S.
<br />(SEE SHEETS 6, 7, 8 & 9)
<br />RF' 4'19'4' 75' Rn' a 7 11 n'+
<br />EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL
<br />9.2'
<br />NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE
<br />o
<br />A
<br />RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.
<br />1.
<br />STORM DRAIN REQUIREMENTS SHALL BE PER THE COUNTY OF SAN JOAQUIN STANDARD
<br />0 0
<br />SPECIFICATIONS INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
<br />4.
<br />THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND
<br />PIPE ALTERNATIVES, UNLESS OTHERWISE SHOWN, SHALL BE:
<br />ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO
<br />- CONCRETE PIPE
<br />FL.
<br />CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE
<br />ASTM -C14 CLASS 3 FOR SIZES 10" AND SMALLER (12" MIN IN COUNTY R.O.W.)
<br />6"
<br />VICINITY OF THE SAME.
<br />M
<br />ASTM -C76 CLASS 3 (UNLESS OTHERWISE SHOWN ON PLANS)
<br />5.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
<br />LL
<br />O
<br />- CAST -IN-PLACE CONCRETE PIPE
<br />0o
<br />EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE.
<br />N
<br />(PER CALTRANS STANDARD, SECTION 63 , JULY 1992)
<br />6.
<br />A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL WITH
<br />F-
<br />w
<br />- HDPE TYPE S (PER STANDARD DRAWING CST TB -2)
<br />THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED
<br />w
<br />2
<br />WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL
<br />2.
<br />THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES
<br />BE GRADED, RECOMPACTED, AND RESEALED PRIOR TO PAVING.
<br />WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE IMPROVEMENTS ARE
<br />a
<br />ACCEPTED.
<br />7.
<br />ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT
<br />3.
<br />EXISTING STORM DRAIN FACILITIES SHALL BE EXPOSED AND INVERT VERIFIED
<br />TO A NEAT, STRAIGHT LINE.
<br />PRIOR TO PLACEMENT OF PIPE. ALL CONSTRUCTION SHALL CONFORM TO
<br />BARS @ 12"
<br />3
<br />12" 2-1/2"
<br />MANUFACTURERS SPECIFICATIONS AND TO REQUIREMENTS OF THE COUNTY OF
<br />8.
<br />THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN WHICH
<br />SAN JOAQUIN STANDARD SPECIFICATIONS.
<br />ALL REBAR
<br />SHALL BE APPROVED BY THE COUNTY BEFORE START OF WORK
<br />OUTLET
<br />WEIR
<br />NO.1
<br />IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALTRANS
<br />TRAFFIC MANUAL. IF, AS A PART OF TRAFFIC CONTROL MEASURES, A
<br />EROSION CONTROL NOTES
<br />ROADWAY CLOSURE HAS BEEN APPROVED, THE CONTRACTOR SHALL
<br />NOTIFY THE COUNTY 72 HOURS IN ADVANCE OF SETTING UP
<br />THIS CLOSURE.
<br />1.
<br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
<br />9.
<br />ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED COUNTY OF
<br />IMPLEMENTED BY OCTOBER 5 OR AS APPROVED BY THE COUNTY
<br />SAN JOAQUIN EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION
<br />AND SPECIFIED ON THE GRADING PLANS.
<br />ON THE TRENCH BACKFILL. COMPACTION OF BACKFILL BY JETTING IS NOT
<br />PERMITTED IN COUNTY OF SAN JOAQUIN RIGHT-OF-WAY AREAS OR WITHIN
<br />2,
<br />STRAW BALES SHALL BE STOCKPILED ON SITE AT A RATE OF 1.5 BALES
<br />DEDICATED RECLAIMED WATER, STORM, SEWER OR WATER EASEMENTS AND MAINS.
<br />PER ACRE BY SEPTEMBER 25. MEASURES SHALL BE PROVIDED TO KEEP
<br />STRAW DRY.
<br />10.
<br />PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE
<br />CONTRACTOR SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT OR
<br />3.
<br />ALL SLOPES GREATER THAN 10:1 SHALL BE COVERED WITH BROADCAST
<br />ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF THE
<br />STRAW AT A RATE OF 50 BALES OR 4000 POUNDS PER ACRE. FOR SLOPES
<br />COMPANY'S ANNUAL CALOSHA TRENCHING PERMIT AND A COPY OF THE
<br />4:1 OR STEEPER, STRAW SHALL BE PRESSED IN PLACE. OTHER METHODS
<br />COMPANY'S LETTER INFORMING CALOSHA OF THE TIME OF TRENCHING IS
<br />SHALL BE APPROVED BY THE COUNTY.
<br />COMMENCING AND THE LOCATION OF THE WORK.
<br />4.
<br />ALL BARE AREAS, REGARDLESS OF SLOPE, WITHIN 50 FEET OF NATURAL
<br />11.
<br />ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS
<br />DRAINAGES SHALL BE COVERED WITH STRAW AND PRESSED IN PLACE.
<br />SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE
<br />SPECIFICATIONS SET FORTH IN SECTION 84 OF THE STATE OF CALIFORNIA
<br />5.
<br />WHERE REQUIRED, BROADCAST SEED SHALL BE APPLIED AS FOLLOWS:
<br />DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
<br />BLANDO BROME 12 LBS/ACRE
<br />SPECIFICATIONS (LATEST EDITION) NON -REFLECTIVE PAVEMENT
<br />ROSE CLOVER 9 LBS/ACRE
<br />MARKINGS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO
<br />SECTION 85-1.04A OF CALTRANS STANDARD SPECIFICATIONS.
<br />AREAS WITH SANDY, DRY SOIL SHALL BE:
<br />ZORRO ANNUAL FESCUE 6 LBS/ACRE
<br />12.
<br />THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING
<br />ROSE CLOVER 9 LBS/ACRE
<br />SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE
<br />16-20-0 FERTILIZER OR EQUIVALENT SHALL BE APPLIED AT A RATE OF 500
<br />CONSTRUCTION AND SHALL REPAIR OR MAKE REPLACEMENT TO CURRENT
<br />POUNDS PER ACRE. IF HYDRO SEEDING/MULCHING IS USED, SEED
<br />COUNTY STANDARDS AND AT THEIR OWN EXPENSE.
<br />QUANTITIES SHALL BE INCREASED BY 30 PERCENT.
<br />13.
<br />ALL TRAFFIC SIGNS, MARKINGS AND STRIPING SHALL CONFORM
<br />TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
<br />SAN JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THESE PLANS.
<br />6.
<br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
<br />FOLLOWING ALL STORMS TO ENSURE THAT ALL MEASURES ARE
<br />14.
<br />AN ENCROACHMENT PERMIT WILL BE REQUIRED PRIOR TO ANY
<br />FUNCTIONING PROPERLY.
<br />WORK WITHIN THE EXISTING COUNTY RIGHT-OF-WAY.
<br />17.
<br />CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />7.
<br />SEDIMENT AND TRASH ACCUMULATED IN DRAINAGES OR DETENTION
<br />BASINS SHALL BE REMOVED AS SOON AS POSSIBLE. IN ADDITION, OIL AND
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION
<br />MATERIAL FLOATING ON WATER SURFACE MUST BE SKIMMED WEEKLY
<br />OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
<br />AND THE DEBRIS PROPERLY DISPOSED OF.
<br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br />NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />8.
<br />CONSTRUCTION ACTIVITIES OCCURRING BETWEEN OCTOBER 15 AND
<br />INDEMNIFY AND HOLD HARMLESS, THE CONSULTING ENGINEER AND THE
<br />APRIL 1 SHALL HAVE EROSION AND SEDIMENT CONTROL MEASURES IN
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES,
<br />PLACE OR CAPABLE OF BEING PLACED WITHIN 24 HOURS. THE
<br />AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES,
<br />CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS
<br />AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF
<br />PREPARED PRIOR TO THE ONSET OF ANY STORM.
<br />WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE
<br />TERM OF THIS PROJECT.
<br />9
<br />THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WIHIN T T
<br />HE
<br />GRADING NOTES
<br />1. GRADING SHALL CONFORM TO CHAPTER 70 UBC, LATEST EDITION, AND TO
<br />THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING REPORT
<br />BY KLEINFELDER. KLEINFELDER FILE NO. 20-4476-01.GO1
<br />2. ALL EROSION CONTROL SHALL BE PLACED AS SPECIFIED ON THESE PLANS
<br />OR AS DETERMINED BY THE COUNTY.
<br />3. NON -POTABLE WATER SHALL BE SPRAYED ON ALL EXPOSED EARTH
<br />SURFACES DURING CLEARING GRADING, EARTH MOVING, AND OTHER SITE
<br />PREPARATION ACTIVITIES. THE EXPOSED EARTH SHALL BE WATERED
<br />THROUGHOUT THE DAY TO MINIMIZE DUST.
<br />4. THE COUNTY SHALL HAVE THE AUTHORITY TO STOP ALL GRADING OPERATIONS,
<br />IF, IN OPINION OF COUNTY STAFF, INADEQUATE DUST CONTROL MEASURES ARE
<br />BEING PRACTICED OR EXCESSIVE WIND CONDITIONS CONTRIBUTE TO
<br />FUGITIVE DUST EMISSIONS.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING CONSTRUCTION
<br />VEHICLES LEAVING THE SITE ON A DAILY BASIS TO PREVENT DUST,
<br />SILT AND DIRT FROM BEING RELEASED OR TRACKED OFFSITE.
<br />6. THE HOURS OF PROJECT CONSTRUCTION SHALL BE:
<br />7:00 AM TO 7:00 PM (MONDAY THRU FRIDAY)
<br />8:00 AM TO 8:00 PM (SATURDAY, SUNDAY & HOLIDAYS)
<br />•
<br />DEVELOPMENT FOR MAINTENANCE AND STORAGE OF EQUIPMENT OR ANY
<br />OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER
<br />QUALITY OF THE RUNOFF. THIS AREA SHALL HAVE A BERM LOCATED
<br />AROUND ITS PERIMETER. THIS AREA SHALL BE RESTORED TO
<br />ACCEPTABLE CONDITION UPON COMPLETION OF PROJECT.
<br />10. HYDRO SEEDING MAY BE CONSIDERED AS AN ALTERNATIVE TO
<br />BROADCAST STRAW SUBJECT TO THE COUNTY BASED ON
<br />A REVIEW OF THE EXISTING SITE CONDITIONS (LOCATION, SLOPES,
<br />PROXIMITY TO STREAMS) AND TIME OF THE YEAR.
<br />12.5' 25'
<br />P.U.EJ
<br />L►i 5' 4' 41�
<br />DITCH GRADE___/A" A.B.
<br />10" A.B. -
<br />BITUMINOUS PRIME
<br />COAT
<br />_ 40' ESMT.
<br />f PL -- -----�
<br />- 20 20'
<br />1' (TYP.) r-1_0 01
<br />(EX.) GRADE- -_
<br />1' MAX.L�_>
<br />3
<br />1'-
<br />2:1 MAX.
<br />SECTION "A" "A"
<br />N.T.S.
<br />(SEE SHEETS 6 & 8)
<br />CL 40' ESMT.
<br />20' 20'
<br />1' (TYP.)J I-
<br />r 1' (TYP.)
<br />1' MAX.
<br />6" CL II A.B. 0 95% RELATIVE
<br />COMPACTION OVER 12" SCARIFIED
<br />NATIVE SUB -BASE. SUB -BASE TO BE
<br />COMPACTED 0 90% RELATIVE DRY DENSITY
<br />PRIME COAT CL II AB SURFACE WITH
<br />AR 4000 ASPHALT EMULSION AT A RATE
<br />OF 0.33 GALLONS PER SQUARE YARD
<br />OF SURFACE
<br />10.0' 5.0'
<br />2.0' 1' (TYP.)
<br />- 17. MAX 1' - (EX.) GRADE
<br />3
<br />SECTION "B" "B"
<br />N. T. S.
<br />(SEE SHEETS 6 & 9)
<br />PL 12.5'
<br />(EX.) GRADE
<br />5$ -Mau �5q MAXL
<br />SECTION "C" "C"
<br />N.T.S.
<br />(SEE SHEET 9)
<br />_ 40' ESMT.
<br />CL
<br />20' J 20'
<br />7.5' 10.0'
<br />VARIES
<br />(EX.) GRADES ._i -_`1 ' MAX
<br />1'j-
<br />7.5'
<br />VARIES
<br />-I 1' (TYP.)
<br />TJ1' MAX.
<br />SECTION "D" "D"
<br />N.T.S.
<br />(SEE SHEETS 6, 7, 8 & 9)
<br />RF' 4'19'4' 75' Rn' a 7 11 n'+
<br />EXISTING - / 91.0
<br />GROUND OUTLET WEIR NO.2 .L. 1
<br />SEE DETAIL ABOVE RIGHT
<br />ZUTLET WEIR N0.1
<br />SEE DETAIL ABOVE RIGHT
<br />SECTION "E" 'E"
<br />N.T.S.
<br />(SEE SHEET 8)
<br />C. L. PROP. R/W
<br />R/W AND PL
<br />50' 1 -
<br />- 25' _ 25' DEDICATION
<br />12' 12' 4' 4' 5 12.5' I E 20' R
<br />P.U.E. 1 5' 4' 1 16'
<br />2% 2% 8%
<br />Vey
<br />JDITCH GRADE --'2" A. C. TI=4.0
<br />R-VALUE=10
<br />CHERRY GLEN COURT
<br />TYPICAL SECTION
<br />N. T. S.
<br />DITCH GRADE J' 6" A.B�-j
<br />2" A. C. 0'
<br />13.5" A.B.
<br />12" MIN
<br />T
<br />C.L.
<br />R
<br />45' /W
<br />(E). 20'
<br />12' -
<br />- BITUMINOUS PRIME COAT
<br />FINE ROAD
<br />TYPICAL SECTION
<br />N.T.S.
<br />9.2'
<br />o
<br />0
<br />0
<br />0 0
<br />EXISTING - / 91.0
<br />GROUND OUTLET WEIR NO.2 .L. 1
<br />SEE DETAIL ABOVE RIGHT
<br />ZUTLET WEIR N0.1
<br />SEE DETAIL ABOVE RIGHT
<br />SECTION "E" 'E"
<br />N.T.S.
<br />(SEE SHEET 8)
<br />C. L. PROP. R/W
<br />R/W AND PL
<br />50' 1 -
<br />- 25' _ 25' DEDICATION
<br />12' 12' 4' 4' 5 12.5' I E 20' R
<br />P.U.E. 1 5' 4' 1 16'
<br />2% 2% 8%
<br />Vey
<br />JDITCH GRADE --'2" A. C. TI=4.0
<br />R-VALUE=10
<br />CHERRY GLEN COURT
<br />TYPICAL SECTION
<br />N. T. S.
<br />DITCH GRADE J' 6" A.B�-j
<br />2" A. C. 0'
<br />13.5" A.B.
<br />12" MIN
<br />T
<br />C.L.
<br />R
<br />45' /W
<br />(E). 20'
<br />12' -
<br />- BITUMINOUS PRIME COAT
<br />FINE ROAD
<br />TYPICAL SECTION
<br />N.T.S.
<br />N.T.S.
<br />OUTLET WEIR NO.2
<br />N.T.S.
<br />R
<br />7.5' 10' I 5' VARIES
<br />z BENCH
<br />112" MIN.
<br />t
<br />NSTALL ARMOR FLEX
<br />SLOPE PROTECTION
<br />J
<br />92.0 �
<br />F. S. O
<br />0o i 010,���G
<br />EXIST.
<br />3:1 GRADE
<br />(TYP.)
<br />_ _91.0 F.L.
<br />WEIR
<br />HGL 10 =91.4
<br />SECTION "F" "F"
<br />N.T.S.
<br />(SEE SHEETS 7&8)
<br />36' 15'
<br />91.0
<br />X EXIST.
<br />i -3:1 (TYP.) GRADE
<br />�- INSTALL ARMOR F X
<br />PROTECTION. (TYP.)
<br />EMBEDDED 12" MIN. (TYP.)
<br />4: 1(TYP . )
<br />SECTION "G" "G"
<br />N.T.S.
<br />(SEE SHEETS 7&8)
<br />3:1 (TYP.)
<br />EXIST.
<br />1' 4:1(TYP.) GRADE
<br />TLENGTH=105'
<br />82.0
<br />F. G.
<br />12FILL TRENCH WITH CLEAN SAND
<br />AS DIRECTED BY THE SOIL ENGINEER.
<br />SAND TRENCH DETAIL
<br />[� (�(�( %� N.T.S..1
<br />R-VALUE=10 RECORD O D UR/'1� M
<br />t Fny P'EfSOr. JS! -^4: '�hoUid VeM
<br />o �
<br />N Z m
<br />3 0
<br />J Q m
<br />D
<br />41
<br />l Z Z Y:
<br />3 S2 u
<br />Z o
<br />W z
<br />W xN
<br />o
<br />wrno�
<br />n N
<br />W 0 v
<br />m 00
<br />ow��
<br />Q y> t
<br />w CD
<br />r7J t p
<br />rnwaw
<br />U
<br />o Z
<br />O
<br />LL Lu
<br />Z
<br />ZJO Q
<br />a�y W
<br />O
<br />ru
<br />m�� W
<br />Ld
<br />m
<br />F -
<br />ch Vi z
<br />z1
<br />9.2'
<br />O
<br />o.
<br />91.0
<br />ziD
<br />O
<br />FL.
<br />U
<br />6"
<br />a
<br />M
<br />z
<br />M
<br />LL
<br />O
<br />6„
<br />0o
<br />N
<br />X
<br />CL
<br />N
<br />F-
<br />w
<br />w
<br />2
<br />a
<br />a
<br />e
<br />#4
<br />BARS @ 12"
<br />3
<br />12" 2-1/2"
<br />MIN. CLEAR
<br />OC
<br />BOTH WAYS
<br />AROUND
<br />ALL REBAR
<br />OUTLET
<br />WEIR
<br />NO.1
<br />N.T.S.
<br />OUTLET WEIR NO.2
<br />N.T.S.
<br />R
<br />7.5' 10' I 5' VARIES
<br />z BENCH
<br />112" MIN.
<br />t
<br />NSTALL ARMOR FLEX
<br />SLOPE PROTECTION
<br />J
<br />92.0 �
<br />F. S. O
<br />0o i 010,���G
<br />EXIST.
<br />3:1 GRADE
<br />(TYP.)
<br />_ _91.0 F.L.
<br />WEIR
<br />HGL 10 =91.4
<br />SECTION "F" "F"
<br />N.T.S.
<br />(SEE SHEETS 7&8)
<br />36' 15'
<br />91.0
<br />X EXIST.
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<br />�- INSTALL ARMOR F X
<br />PROTECTION. (TYP.)
<br />EMBEDDED 12" MIN. (TYP.)
<br />4: 1(TYP . )
<br />SECTION "G" "G"
<br />N.T.S.
<br />(SEE SHEETS 7&8)
<br />3:1 (TYP.)
<br />EXIST.
<br />1' 4:1(TYP.) GRADE
<br />TLENGTH=105'
<br />82.0
<br />F. G.
<br />12FILL TRENCH WITH CLEAN SAND
<br />AS DIRECTED BY THE SOIL ENGINEER.
<br />SAND TRENCH DETAIL
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