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SECURE TOP EDGE OF CONCRETE PAN •
FILTER CLOTH TO FENCE GENERAL NOTES _SAWCUT LINE •••••P�0 '
EXACT LOCATION OF SEDIMENT CLEAN EDGE •••• ••o F # rn
1. ON ROADWAY CURVES WITH A RADIUS OF 1,900 FT. OR LESS, CURBS AND EXISTING ASPHALT
FENCE TO BE STAKED IN THE FIELD WIRE FENCE ••0 -.49 �
BY THE CONTRACTOR AND APPROVED GUTTERS ARE TO BE PLACED ON THE ARC OF THE CURVE, UNLESS OTHERWISE EXISTING ROADBASE •U :o
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BY THE ENGINEER PRIOR TO FILTER CLOTH NOTED ON THE PLANS. A MAXIMUM CHORD LENGTH OF 10 FT. MAY BE USED EXISTING SUBGRADE o :` 38: . Oj
CONSTRUCTION. WHEN THE CURVE RADIUS IS GREATER THAN 1,900 F. *MILLPROPOSED HBP** SEE PLAN FOR PAVING LIMITS ;� ••• C-2-20 i4o711
2" DEEP x 2' WIDE
2. CONCRETE SHALL BE CLASS P OR D. ;,gyp '.• APP.; e�y:
3. PROFILE GRADE OF CURBS AND GUTTERS SHALL BE LOCATED AT THE FLOW LINE. 2.0' PROPOSED ABC** „ •.,If,� ,,,*• . ��
jij/\�j� 4. CURB TYPE 4 (KEY—WAY) MAY BE USED IN LIEU OF CURB AND GUTTER TYPE 2 \\\\\ ••..
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�// ////� FOR AND ON B HALF OF
� ����/\ (SECTIONS IB AND IM) UNLESS OTHER WISE SPECIFIED ON THE PLANS.
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5 FEET �<./,\ // 5. GUTTER CROSS SLOPES MAY BE ADJUSTED TO FACILITATE DRAINAGE FOR PROFILE ` HIGH COUNTRY ENGINEERING, INC.
_J //`//'�, GRADES AS SHOWN ON THE PLANS. > /�����
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6. THICKNESS OF CURB AND GUTTER SECTION SHALL MATCH CONCRETE PAVEMENT ° tirli_ • CALL BEFORE
\/�'\\2\LU BURY TRAILING EDGE OF THICKNESS IF SHOWN ON THE PLANS. CURB AND GUTTER SHALL BE CLASS P • , ; YOU DIG
�//j/ % % j/V�/����V//v FILTER CLOTH IN TRENCH -:... ///1-800-922-1987
�� \<%/%/' A MINIMUM OF 6”. CONCRETE IF PLACED MONOLITHICALLY WITH CONCRETE PAVEMENT. ""'
I .. Utilitye fNotificationColorado 7. INCREASE SIDEWALK THICKNESS TO 6 IN. AT LOCATIONS SHOWN ON THE PLANS. Center of Colorado
8. MINIMUM SIDEWALK WIDTH IS 4 F. CO CO
9. TOOLED CONTROL JOINTS SHALL BE INSTALLED AT 10' INTERVALS IN CURB AND / / ' \' \ \ m d Q
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GUTTER AND EQUIVALENT TO WIDTH IN SIDEWALKS (IE: 5' WALK 5') U.O.N. \ \ \ \ \\/\/ \ \ \ \ A
10. EXPANSION JOINTS SHALL BE INSTALLED PER CDOT STANDARD PLAN M-412-1. �\ /\ /\ /\ //i /2/2\
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A EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED NOTES: \ / /\ / J
STRUCTURE. ELASTOMERIC EXPANSION JOINT MATERIAL SHALL BE 1/2 IN. THICK AND \ \\.�\\ 0.
POSTI-du 10' (APPROX.) �� POST FILTER CLOTH SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. / *ROTO-MILL 2" THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT 0
GRAVEL BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE AREA.
FENCE I 0 GUTTER CROSS
WHEN SLOPES DRAINING SHALL OWARDE1/2 CURB IN./FT. WHEN DRAINING AWAY FROM CURB AND **EXISTING PAVEMENT SECTION MAY VARY. IT IS ASSUMED THE LIONS RIDGE LOOP EXISTING SECTION 0
O WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO THE IS AT LEAST 6" ASPHALT ON 8" ROADBASE. DISTURBED AREAS WILL REQUIRE RESTORATION TO THE 0 0_
PAVEMENT THICKNESS T. BARS SHALL BE EPDXY—COATED #4 CONFORMING TO AASHTO M SAME THICKNESSES. U7 d
U U WTO THEDGUTTER SPACED 3 FT. INTERVALS. THEY SHALL BE INSERTED T/2 AND 1/2 LENGTH STREET CUT — ASPHALT PATCH BACK 8c CONCRETE PAN › J
* CONCRETE SHALL CONTAIN 1.5 POUNDS PER CUBIC YARD APPROVED POLYPROPYLENE N.T.S. d LU
MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF FIBERS AND HAVE A NOMINAL AGGREGATE SIZE OF 3/8 IN. ~ 0
STANDARD WOVEN LIVE-STOCK WIRE, A MINIMUM OF 36" Z
IN HEIGHT, A MINIMUM OF 14-GAGE WIRE, WITH A EXISTING ASPHALT SEE PLAN FOR PAVING LIMITS. m Q
MAXIMUM MESH SPACING OF 6"; POSTS SHALL BE EITHER *MILL 2" DEEP x 2' WIDE. V/ U
LEGEND
WOOD OR STEEL, MINIMUM LENGTH OF 5'. FOR RADII EXISTING ROADBASE CO CO
EXISTING SUBGRADE C C
A = 1/8" TO 1/4» *MILL 2" DEEP x 2' WIDE SAWCUT LINE PROPOSED 6" HBP** 0 p
SEDIMENT CONTROL FENCE B = 1 2.0' -i CLEAN EDGE PROPOSED 8" ABC** Ln
C = 11 2» '� ��������������������������������������&�����������������' II-- N N
N.T.S. D = 11/2" TO 2" %,��������������������������������������������������//// I- —
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POINT A
�. - "W" VARIABLE (SEE PLANS) *ROTO-MILL 2" THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT 0 w
ce _ H '- w
•� BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE AREA. o u o LI
W/2 W/2 **EXISTING PAVEMENT SECTION MAY VARY. IT IS ASSUMED THE LIONS RIDGE LOOP EXISTING SECTION •
• W/2 (INCHES) IS AT LEAST 6" ASPHALT ON 8" ROADBASE. DISTURBED AREAS WILL REQUIRE RESTORATION TO THE U
���� 1 SAME THICKNESSES.
SLOPE 1 /FT. MAX. SLOPE 1 /FT. MAX. Z
" •. •. • ., e, i. •' •• d a- e.. , L STREET CUT — ASPHALT PATCH BACK ~ „,PLANPN VIEW EROSION LOG T • 6 N.T.S.
1.0
6x6 W1.4/1.4 -i1 1111 —ISI — r
WELDED WIRE MESH — —1 ii "O
CLASS 6 COMPACTED SUBGRADE
BASE COURSE w � O � 0
POINT A illr.
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ENTRENCH 3" ���\�� �` �% %,�,��';%'��' GUTTER TYPE 2
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POINTS A MUST BE HIGHER THAN POINT B N.T.S. } r
SECTION D—D >"' p t
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EROSION LOG DETAIL 1/8" - 1/4"— — 1/4 OF SLAB
DEPTH J o „
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Z N Z N
DITCH INSTALLATION 1/4" R (TYP.) 4 �.
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NOTE:
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FIELD INLET OR CATCH BASIN GRATE LOCATION OF CONTRACTION JOINTS TO BE EVERY I
1 5 FT. IN SIDEWALK AND EVERY 10 FT. IN CURB
AND GUTTER AND CONCRETE PAVING. ��( /
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W1" REBAR FOR LIFTING AND REMOVAL o ` w,sp STANDARD CONTRACTION JOINT - �-
0 L CIN.T.S.
\ , DUMP STRAP (2) cJ` . �(�
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SILTSACK®
GENERAL NOTES
I 1 1. CONCRETE PAVEMENT SHALL BE BID AS AN ALTERNATIVE. U)
I I PAVEMENT THICKNESS (T), SHALL BE DETERMINED BY THE Iii
I I GEOTECHNICAL ENGINEER. 1.
I I PAVEMENT THICKNESS (T) TIE BAR SIZE D D AMETEK R Z w J H
/ T <_ 8 IN. No. 4 1 IN. O > r ti Z
NOTE: d o ,ct w
LEN \DEPTH = D INSTALL SILTSACK PER MANUFACTURER'S• JOINT SEALANT U d LL. 2
INSTRUCTIONS AND RECOMMENDATIONS. O O w
WIDTH = W EMPTY OR REMOVE SEDIMENT FROM LY
SILTSACK WHEN RESTRAINT CORD IS 1�4" W
NO LONGER VISIBLE. CLEAN, RINSE AND e • d e 1- Z 0 i
REPLACE AS NEEDED. ° ` a.• ! a e Q J 1 r r.l
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FIELD INLET OR CATCH BASIN :a • O
SILTSACK IS CUSTOM MADE FOR °
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a
EACH BASIN SIZE (L x W x D). PMM
CONTACT ACF ENVIRONMENTAL ..A . 1,(2%0 BACKER ROD' ZIW
(1-800-644-9223) THE TRANSVERSE JOINT IN D 1— cn
MONOLITHIC CURB AND GUTTER (-)C
C� O
SHALL BE SAWED TO THE SAME Z
SILTSACK INLET SEDIMENT CONTROL DEVICE DEPTH AS THEPABTTOMOFSAW CUT CONSTRUCTION JOINT NT. SEAL AT m Z 'Q 0'
re_ 0 a.
u) ,_ cn EL
IX
T ' A KEYWAY IS ALLOWED TO '° j : v4LT/2
''4 '.': '%', . ! TIE BARS FACILITATE USE OF BENT, 415..-
."'•• ® a.'.
T • •a. ' GRADE 40 TIE BARS OR �:• i � :.L.. 11
��• D" C1T2S. 15 15 T 1'•} 2 ' 27_111.g''..:.
L APPROVED TWO PIECE T
• . CONNECTORS d
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r,•. ;.P;. ' ; T�2 "1 CTRs. :�. ;/ T/2 �• ...1� a• •,'...•+ PROJECT NO.
`' I • 11 BARS .
.,. 7' �'S' ! ' + . . .. i� 2151057.00
LONGITUDINAL J TRANSVERSE UNTIED LONGITUDINAL
CONSTRUCTION JOINT CONSTRUCTION JOINT CONSTRUCTION JOINT
JOINT DETAILS C4.0
N.T.S.