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STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS
i, Notify the Harris County Flood Control District, Property
Management Department in wrighting at least 48 hours prior to
construction, Submit the HCFCD 48 hour pre -construction notification
form and n copy of the approved construction drawings to HCFCB,
9900 Northwest Freeway, Houston, Texas 77092, Attrr Property
Management Department,
2, Engineer shall submit certification letter and record drawings to
the Harris County Flood Control District, Property Management
Department requesting inspection of items constructed in Harris
County Flood Control District right-of-way,
3, Protect, maintain, and restore existing backslope drainage
systems.
4, Backslope Swale and interceptor structure elevations and
locations shown on plans are approximate, Final elevations and
locations shalt be field verified by the engineer prior to installation,
5, Establish turf grass on all disturbed areas within the channel or
detention right-of-way, except the channel bottom where structural
erosion measures are used, Minimum acceptance criteria are 75%
coverage of live Bermuda grass and no erosion or rills deeper than
4',
6, Backfilt in accordance with the Harris County Flood Control
District Standard Specificat(on, Section 02315- Excavating and
Backfilling, or equivalent,
7. Excavate channel flowline to design elevation as shown on plans
and downstream, as necessary, to ensure no water in storm sewer
during 'dry' conditions.
8. Maintain flow in channel during construction and restore channel
to original condition,
9, Remove all excavated material fro the Harris County Flood
Control District or drainage right -of way. No fill is to be placed
within a designated flood plain area without first obtaining a fill
permit from the appropriate jurisdictional authority.
10, ❑btain and comply with all applicable City, County, State, Federal
permits and approvals, with assitance from Engineer, if necessary,
Reproduced from HCFCD Poticy, Criteria, and Procedure Manunl
13
WILLIAM T, M❑❑RE 14
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THIS IS 70 CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS MINOR SITE PLANAND DEVELOPMENT OF KO SAILING
IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND
THE ORDINANCES OF THE CITY OF LA PORTE.
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DATE
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CC>MMENTS/REVIEW
SCOPE OF THE DOCUMENT
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PROJECT IN TEW1S OF ARCHITECTURAL DESIGN CONCEPT, THE
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ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
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DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
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OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
OESCRIQED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
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CONSTRUCTION UNLESS DATED AND NO7ED AS ISSUED FOR
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PROJECT NUMBER
PROJECT TITLE
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PROGRESS PRINT
FINAL PRINT
REVISIONS
N0.
DATE
DESCRIPTION
8.77.05
COMMENTS EVIEW
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE Of THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUHDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, HE[HANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORtt REQUIRED FOR FULL PERFORMANCE ANO COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMEIITS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED as ISSUED FOR
CONSTRUCTION WORK. Txls DDcuMENT Is rxE PRDPERrr
OF %irk"-^-L`�c'd7 P,at�ss, � AND I5 NOT TO BE USED, IN
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CHECKED BY:
DATE
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2005108/17
SHEET TITLE
PLAN &
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REVISION 1
DRA4lING NUMBER
SHEET ND.
02
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5'-0" TYPE C-1 T PREMOLDED IXPANSION JOINT THE FULL HEIGHT AND WIDTH OFTHE NRB.
3'�0' ! 2. AT EACH PAVEMENT IXPANSION JOINT, THERE SHALL BE A PREMOLDED
CURB °� tO CURB S 10'-0"TYPEC-2A
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SAME THICKNESS AS THE PAVEMENT EXPANSION IOtNT.
�(" 3. WHEN NRB IS POURED MONOLLTH[CALLY WRH PAVEMENT, REINFORCING
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II^If'y- PLAIN REDWOOD 5'_0" —L CONCRETE DOWELED ON CURB
EXTENSION INLET �"�TYPEcwLEr�"-') FOR CONCRETE PAVEMENT
ELEVATION
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C-C WHEN DOWELED) -i— T � BOOK WITH 6" REINFORCED (3/4" Min.)
3-1/2" " —1" a 12" CONCRETE SLAB TOP.
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GENERAL NOTES
-----�0°-0" BARRICADES SHALL BE CONSTRUCTED OF CLEALJ SOUND LUMBER SURFACED ON � 28'-0"
TWO SIDES CUi TO THE NOMINAL DIMENSION SHOWN ON THESE DETAILS.
BARRICADES SHALL BE OF FlRST CLASS WORKMANSHIP. ALL SURFACES
ABOVE GROUND SHALL BE PAINTED WITH TWO COATS OF AN APPROVED BRAND I I
OF WHITE PAINT TO SECURE THOROUGH COVERAGE AND A UNIFORM WHITE COLOR. I I
THE PAINT FOR BARRICADE STRIPES SHALL BE AN APPROVED BRAND OF RED I I
2'-0" 8'-0" 8'-0" 2'-0" OR ORANGE PAINT APPLIED TO SECURE UNIFORM COLOR, AND THE WHITE WHERE nEINc INTO EwsnNG CONCRETE EXIST. conic.
STRIPES SHALL BE REFLECTORIZED WITH BEADS ON PAINT, REFLECTVE SAW CUT MIN. 1/2" JOINT, BREAK DRIVEWAY ON ( I
SHEETING, REFLECTNE LIQUID OR RETRO—DIRECTIVE REFLECTORS. BACK OF CURB BACK EXIST. PAVT. EXPOSE &CLEAN STREET ��t I I I�7
LINE 18" OF STEEL REINFORCING
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PAINT, REFLECTNE SHEETING, REFLECTIVE LIQUID, OR RETRO—DIRECTVE 2 t/2" LAYDOWN
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CRYSTAL PLASTIC REFLECTOR BUTTONS. ALL REFLECTING ELEMENTS SHALL cuRB
PLAN RffLECT WHITE LIGHT, UNLESS OTHERWISE INDICATED IN THE DETAILS. stogy - , ,. �s. �
ALL BARRICADES EXTENDING ACROSS MOVING LANES SHALL BE SUPPLEMENTED �'�' -'�• - •�+
RffLECTORIZED WHffE BY LIGHTS PLACED SO AS NOT TO INTERFERE WffH THE VISIBILiIY OF �!s•'•%'_+�-.,;•:�c' . --
REFLECTOR BUTTONS OR REFLECTORIZED SURFACES. THESE LIGHTS SHALL BE ' ' ' ' •.'"=" �'•� 1—t8x
MAINTAINED IN CONTINUOUS OPERATION FROM SUNSET TO SUNRISE AND SHALL �•_ "' ���.' � :•"- �`•� �•"� PROP. 6" RE7NF. CONC. TT
6" ice•) 3"x8" NAILID ': ; . : • .. ,,,.., ".":l :� ��.�
BE OF THE FLASHING ELECTRIC OR BUTANE TYPE, WfTH THE RATE OF FLASHING - �'+'•:•'� "' ;" �' �"' ���•.:•
TO 6"x6" PO5T BETWEEN 70 AND 120 FLASHES PER MINUTE. FLASHING ELECTRIC LIGHTS • °•'� Via. ••;':' ! :�• r � � ''� � • ''=� •� - ! �: �" PROP. FlNISHED SUBGRADE 3
°D SHALL NOT BE CONNECTED IN SERIES. ALL LIGHTS SHALL BE OF THE COLOR ��• ``''� ```� <'"-' �;
6"X6" WOODEN POSTS N YELLOW. � N
'- PROP. RE —BAR �!4 O 72" -
, BARRICADES USED FOR DELINEATION THROUGH A PROJECT SHALL BE SUPPLEMENTED PROP. CONCRETE PAVEMENT C—C EACH DIREC110N
� BY FLASHING ELECTRIC LIGHTS. ---- N-----------------------
_z — _ _
2'x8" `� � BARRICADE TYPE 111 SHALL BE TREATED WITH 8 LB. PENTACHLOROPHENOL
- 2" HOT MIX ASPHALTIC — ----------------------
� CONCRETE OR 4" LIMESTONE WOOD PRESERVATNE AND PAINTED WfLH A PRIME COAT CONSISTING OF
uD SPAR VARNISH VEHICLE ALUMINUM PAINT, FOLLOWED WRH ONE COAT OUTSIDE
BASE. GRADE TO DRAIN WHITE PAINT STRIPED WITH ALTERNATE DIAGONAL WHITE REFLECTNE STRIPES
WHERE SPECIFlED.
BARRICADES FOR CONSTRUCTION SHALL BE ALTERNATE ORANGE AND WHffE PROPOSED DRIVEWAY AND INTERSECTION DETAIL
I I I I I I STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION REINFORCED CONCRETE &CONCRETE CURB AND BUTTER ROADWAY
I I (,J ( I � I I TRAFFlC IS TO PASS. BARRICADES USED OTHER THAN FOR CONSTRUCTION
( I ( I o 2'-0 12'-0 RED AND HITS MARKINGS SHALL NOT BE IPNTERMIXED INN THE SADMEm�� ANO
I I STRIPING COLOR AND DIRECTION ( I I
LJ IN ACCORDANCE WRH M.U.T.C.D. LJ n L J INSTALLATION AREA.
PERMANENT BARRICADES SHALL HAVE RED AND WHfTE STRIPING.
FRONT VIEW SIDE VIEW TEMPORARY CONSTRUCTION BARRICADES SHALL HAVE ORANGE AND WHITE
STRIPING.
TYP. COMMERCIAL DRIVEWAY
BARRICADE TYPE III SCALE: NONE 03 PROPOSED DRIVEWAY DETAIL SCALE: NONE 02 TYP. COMMERCIAL DRIVEWAY SCALE: NONE 01
HAIRPIN REINFORCING
#4 BAR
ALTERNATE VERTICAL REINFORCING
3'-0"
3" MAX
ET #4 DOWELS @ 12" C-C MANHOLE COVER &FRAME TOP OF CURB i
NOTE: IN TYPE C-2A PROVIDE A CENTER 6"x6" UJ � � TOP OF CURB 3/4" EXPAN. JOINT (SEE DETAIL) �3,-0"� �
COLUMN IN THE CURB LINE BETWEEN ALL Z
EXTENSTIONS. _J
5'-0" TYPE G1 = NORMAL GUTTER LINE NORMAL GUTTER LINE
U
10'-0" TYPE C-ZA H
Q
#4 DOWELS @ 12" C-C � PAVEMENT
"� (""T" -DEPRESSED PAVEMENT `- ��`, 1:2 MORTAR FILL
A I � C C I io SURFACE w w Z � BOTTOM OF PAVEMENT
a o. —
` ��
#4 BAR CONTINUOUS
# BARS 8" LONG, 18° C-C
. d -
'a
- v
n- .a B •. -- :•.
BOTTOM OF PAVEMENT � a CONSTRUCTION JOINT
MANHOLE � � � _ �
� � ;;� mb �
Q N 7/B° p HOLE FILLED W/ EPDXY,
� � o DOWELED INTO IXIST. PVMT.
' DOWELS#4x12" z_ VARIBLELEAD
(SEE SECTION B-B) � NOTEs:
IF DOWELED TOGETHER � '
1. AT EACH PAVEMENT CONTRACTION IOINT, THERE SHALL BE A y" THICK
5'-0" TYPE C-1 T PREMOLDED IXPANSION JOINT THE FULL HEIGHT AND WIDTH OFTHE NRB.
3'�0' ! 2. AT EACH PAVEMENT IXPANSION JOINT, THERE SHALL BE A PREMOLDED
CURB °� tO CURB S 10'-0"TYPEC-2A
IXPANS[ON JOINT THE FULL WTOTH AND HEIGHTH OF THE NRB AND OF THE
SAME THICKNESS AS THE PAVEMENT EXPANSION IOtNT.
�(" 3. WHEN NRB IS POURED MONOLLTH[CALLY WRH PAVEMENT, REINFORCING
3/4" EXPANSION JOINT A I� M I " B 3/4" EXPANSION JOINT W SHALL NOT BE REQUIRED.
II^If'y- PLAIN REDWOOD 5'_0" —L CONCRETE DOWELED ON CURB
EXTENSION INLET �"�TYPEcwLEr�"-') FOR CONCRETE PAVEMENT
ELEVATION
PLAN .�2, �-�"STD. CURB CURB DOWELED DETAIL SCALE: NONE 06
MANHOLE COVER & 3'
#4 @ 12" GC EACH WAY PRAMS (SEE DETAIL) NORMAL GUTTER LINE
23"-1/2"
#4 @ 12" C-C EACH WAY PAVEMENT ��--(1!2"
PERMISSIBLE CONSTRUCTION �°' `� ( -
IFBUILT OF REINFORCED CONCRETE � ti �_ —(-
f--3'-0" ( 2 10" =1
NORMAL GUTTER LINE � 1'-5" 1'-5" � �
DOWELS 1/2" x 12" (SEE 4-3/8" 11-7/8" 11-7l8" 3!8" w 1_
� WALLS TO BE 6" REINFORCED
CONCRETEOR MAY BE MADE OF
PAVEMENT PLAN) (#4 BARS @ 6" 1/8" � BRICK, IF SO USE STRAIGHT WALL IN " 1 /4" R.
C-C WHEN DOWELED) -i— T � BOOK WITH 6" REINFORCED (3/4" Min.)
3-1/2" " —1" a 12" CONCRETE SLAB TOP.
3/4" IXPANSION JOINT m ? � I-11" ' 1"—I "' � -"- SECTION OF COVER 3/4" HOLES (TYP.) I -
g � _9_ THRU RECESS • • _ ' - - : d • - -
a ;d. #4 @ 12" GC EACH WAY 1/2" x 2-1/2" RECES � • - ° ,
THIS PORTION OF THE INLET WALL � I � (SEE a.'
OMITTED WHEN BUILT WITH w I-2`t" O
EXTENSION � ¢ SECTION C-C ` �/2„ Joint Seal -
� \ �� o.E � As Specified d
NOTE: THE WALLS MAYBE BUILT WITH J 3 > - SECTION A -A - GROOVES 3/16" ID x 3/32"DEEP �� �\ � � - '
BRICK BALL TOP SLABS DOWELED SPACEDAPPROX.3/4"T01"APART - CONCRETE PAVEMENT •=°
INTO THE BRICK WALLS WITH 1/2" x 8" ^ - .�
d e° -°
23 1/2" MANHOLE CASING °
#4 @ 12" GC EACH WAY
'-a" N.T.S.
SECTION B-B CONSTRUCTION N OSNT SEAL DETAIL
TYPE "C-1 ", "C-2" & "C-2A"
N.T.S.
CURB DRAIN SCALE: NONE 05 CONSTRUCTION JOINT DETAIL SCALE: NONE 04
so'-o"
GENERAL NOTES
-----�0°-0" BARRICADES SHALL BE CONSTRUCTED OF CLEALJ SOUND LUMBER SURFACED ON � 28'-0"
TWO SIDES CUi TO THE NOMINAL DIMENSION SHOWN ON THESE DETAILS.
BARRICADES SHALL BE OF FlRST CLASS WORKMANSHIP. ALL SURFACES
ABOVE GROUND SHALL BE PAINTED WITH TWO COATS OF AN APPROVED BRAND I I
OF WHITE PAINT TO SECURE THOROUGH COVERAGE AND A UNIFORM WHITE COLOR. I I
THE PAINT FOR BARRICADE STRIPES SHALL BE AN APPROVED BRAND OF RED I I
2'-0" 8'-0" 8'-0" 2'-0" OR ORANGE PAINT APPLIED TO SECURE UNIFORM COLOR, AND THE WHITE WHERE nEINc INTO EwsnNG CONCRETE EXIST. conic.
STRIPES SHALL BE REFLECTORIZED WITH BEADS ON PAINT, REFLECTVE SAW CUT MIN. 1/2" JOINT, BREAK DRIVEWAY ON ( I
SHEETING, REFLECTNE LIQUID OR RETRO—DIRECTIVE REFLECTORS. BACK OF CURB BACK EXIST. PAVT. EXPOSE &CLEAN STREET ��t I I I�7
LINE 18" OF STEEL REINFORCING
REFLECTORIZATION MAY BE BY MEANS OF APPROVED REFI.ECTNE COATINGS ON ( I
1 THE BARRICADE BACK GROUND WHICH SHALL CONSIST OF EITHER GLASS BEADS ON uMIT OF PAY
PAINT, REFLECTNE SHEETING, REFLECTIVE LIQUID, OR RETRO—DIRECTVE 2 t/2" LAYDOWN
T REFLECTORS. THE RETRO—DIRECTVE REFLECTORS MAY BE EITHER GLASS OR PROP. t/2" EXPANSION JOINT R
CRYSTAL PLASTIC REFLECTOR BUTTONS. ALL REFLECTING ELEMENTS SHALL cuRB
PLAN RffLECT WHITE LIGHT, UNLESS OTHERWISE INDICATED IN THE DETAILS. stogy - , ,. �s. �
ALL BARRICADES EXTENDING ACROSS MOVING LANES SHALL BE SUPPLEMENTED �'�' -'�• - •�+
RffLECTORIZED WHffE BY LIGHTS PLACED SO AS NOT TO INTERFERE WffH THE VISIBILiIY OF �!s•'•%'_+�-.,;•:�c' . --
REFLECTOR BUTTONS OR REFLECTORIZED SURFACES. THESE LIGHTS SHALL BE ' ' ' ' •.'"=" �'•� 1—t8x
MAINTAINED IN CONTINUOUS OPERATION FROM SUNSET TO SUNRISE AND SHALL �•_ "' ���.' � :•"- �`•� �•"� PROP. 6" RE7NF. CONC. TT
6" ice•) 3"x8" NAILID ': ; . : • .. ,,,.., ".":l :� ��.�
BE OF THE FLASHING ELECTRIC OR BUTANE TYPE, WfTH THE RATE OF FLASHING - �'+'•:•'� "' ;" �' �"' ���•.:•
TO 6"x6" PO5T BETWEEN 70 AND 120 FLASHES PER MINUTE. FLASHING ELECTRIC LIGHTS • °•'� Via. ••;':' ! :�• r � � ''� � • ''=� •� - ! �: �" PROP. FlNISHED SUBGRADE 3
°D SHALL NOT BE CONNECTED IN SERIES. ALL LIGHTS SHALL BE OF THE COLOR ��• ``''� ```� <'"-' �;
6"X6" WOODEN POSTS N YELLOW. � N
'- PROP. RE —BAR �!4 O 72" -
, BARRICADES USED FOR DELINEATION THROUGH A PROJECT SHALL BE SUPPLEMENTED PROP. CONCRETE PAVEMENT C—C EACH DIREC110N
� BY FLASHING ELECTRIC LIGHTS. ---- N-----------------------
_z — _ _
2'x8" `� � BARRICADE TYPE 111 SHALL BE TREATED WITH 8 LB. PENTACHLOROPHENOL
- 2" HOT MIX ASPHALTIC — ----------------------
� CONCRETE OR 4" LIMESTONE WOOD PRESERVATNE AND PAINTED WfLH A PRIME COAT CONSISTING OF
uD SPAR VARNISH VEHICLE ALUMINUM PAINT, FOLLOWED WRH ONE COAT OUTSIDE
BASE. GRADE TO DRAIN WHITE PAINT STRIPED WITH ALTERNATE DIAGONAL WHITE REFLECTNE STRIPES
WHERE SPECIFlED.
BARRICADES FOR CONSTRUCTION SHALL BE ALTERNATE ORANGE AND WHffE PROPOSED DRIVEWAY AND INTERSECTION DETAIL
I I I I I I STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION REINFORCED CONCRETE &CONCRETE CURB AND BUTTER ROADWAY
I I (,J ( I � I I TRAFFlC IS TO PASS. BARRICADES USED OTHER THAN FOR CONSTRUCTION
( I ( I o 2'-0 12'-0 RED AND HITS MARKINGS SHALL NOT BE IPNTERMIXED INN THE SADMEm�� ANO
I I STRIPING COLOR AND DIRECTION ( I I
LJ IN ACCORDANCE WRH M.U.T.C.D. LJ n L J INSTALLATION AREA.
PERMANENT BARRICADES SHALL HAVE RED AND WHfTE STRIPING.
FRONT VIEW SIDE VIEW TEMPORARY CONSTRUCTION BARRICADES SHALL HAVE ORANGE AND WHITE
STRIPING.
TYP. COMMERCIAL DRIVEWAY
BARRICADE TYPE III SCALE: NONE 03 PROPOSED DRIVEWAY DETAIL SCALE: NONE 02 TYP. COMMERCIAL DRIVEWAY SCALE: NONE 01
HAIRPIN REINFORCING
#4 BAR
ALTERNATE VERTICAL REINFORCING
3'-0"
3" MAX
ET #4 DOWELS @ 12" C-C MANHOLE COVER &FRAME TOP OF CURB i
NOTE: IN TYPE C-2A PROVIDE A CENTER 6"x6" UJ � � TOP OF CURB 3/4" EXPAN. JOINT (SEE DETAIL) �3,-0"� �
COLUMN IN THE CURB LINE BETWEEN ALL Z
EXTENSTIONS. _J
5'-0" TYPE G1 = NORMAL GUTTER LINE NORMAL GUTTER LINE
U
10'-0" TYPE C-ZA H
Q
#4 DOWELS @ 12" C-C � PAVEMENT
"� (""T" -DEPRESSED PAVEMENT `- ��`, 1:2 MORTAR FILL
A I � C C I io SURFACE w w Z � BOTTOM OF PAVEMENT
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- architecture -design -planning -
530 So. Broadway. Sta '1400
L® Por'Ca. Ta s �'757-t
OfRce(281)884-0532 x115 Fex: (281)4T1-0801
wvuw. projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
W
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PROFESSION4L SEAL
DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
REVISIONS
N0.
DATE
DESCRIPTION
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS Of THE BUIIDING, THE MAJOR ARCHITECNRAL
ELEMENTS AND THE TYPE OF STRVCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE ODCUHENTS, THE
DRAWINGS DD NOT NECESSARILY INDICATE OR DES[RISE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DODUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SMALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER E%ELUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT 8E USED FOR
CONSTRUCTION UNLESS DATED AND NOTED d5 ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF iig.^-'E�c�f'abt �. lGL AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUL THE WRITTEN AVTHOftIZATION pF
�: Jc•N� n aiG � rinc �. LLC
WARN■NG
IFTHIS BAR DOES NOT MEASURE 1'THEN DRAWINGIS
NOT TO SCALE
DRAWN BY:
CHECKED 8Y:
DATE
SB
DPL
2005/OB/04
SHEET TITLE
LA PORTS
PAVING
DETAILS #1
DRAWING NUMBER
SHEET ND.
03
C 1.3
04
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SPACING TRENCH SHORING - MINIMUM REQUIREMENTS (**�
CLOSE SH NG OPEN SHEEHNG
e er•mL �a _. ..._. _.._.z
_ _�
3 BRACE
5iRINGER
UPRIGHT
PLAN
GENERAL NOTES:
1.7RENCH SAFEiY SYSTEM TO MEET AS A MINIMUM, THE REQUIREMENTS
OF OSHA SAFETY AND HEALTH REjGUtARONS PARE 1926, SUBPART P
AND Q.
ON SITE SOIL BACKFILL
2.THE cDNrw+oroR MAY ELECT To usE AN ALTERNATE sYsttat ro THE'RM-
TO BE PLACED IN 8"
BER TRENCH SHORING SHOWN IN THE TABLE THE ALTERNATE SYSTEM, BE
of S�FIFn ev
LAYERS &COMPACTED
THEENac>°�tu$T�e TiREE"ccroHNt�cisoas REGI�S�i�D¶ON
FINISHED GRADE
PROFEss1oNAL ENGINEER THAT R PRomDEs EQUAL aR GREATER PROTEc-
TO 95% MAX. DRY DENSITY
TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET.
3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECt10NS
TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO-
'`
PRIATE FOR SPEGFlC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC-
TIONS A.RE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDtRONS
THAT MAY INCRFJSE THE POSSIBILITY OF A CAVE-IN OR SLIDE
io
4. IN THE EVEM'THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH
BOTTOM AS SHOWN ON DETAIL. CONTRACTOR MUST PROVIDE ENGINFfR WITH
-
PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACW AND
- -
MAINTAINID IN A VERTICAL POSRION
1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, cRoss BRACES. srlolztNc Is Nor 2 SACK CEMENT STABILIZED _ -
REQUIRID IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOIECHNICAL ENGINEER. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A URLRY, THE URLT(Y SAND BACKFILL COMPACTED TO - -_ • .
WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSRRJfID FOR WOOD. LINE MUSE BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE IN _
ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUSE 95% MAX. DENSITY
()DESIGNATION FOR PROPOSAL (81D) PURPOSES SURROUND THE URLffY. OPEN TRENCH SHEERNG SPACING MUST 8E _ � _.-
(• •)FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. ADJUSTED AS TO NOT IXCEID THE MAXIMUM ALLOWED SPACING.
2. StZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSfONS (FULL SIZE) (NO SEPARATE PAY) 12" Y -18" T-"
6.TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPtJSHID TYP ff
��� SAFELY AND EFFlCIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM
MAXIMUM ALLOWABLE TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO
SLOPE DETERMINED BY NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS.
GEOTECHNICAL ENGINEER PIPE BEDDING DETAIL
7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE-
1' MIN. MUS�BE�LOCATOEFDSO AS 0 REQUIRE NOMORET �525 FE�ETOOFi�
LATERAL TRAVEL
8. ME/SURE 'PERMANENT TIMBER TRENCH SHORING° BY LINEAR F00T OF REINFORCED CONCRETE TYPE "D"
= NOTE 4 'n � O• PROJECTED MAXIMUM ALLOWABLE TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET' OF TRENCH HOT -MIX ASPHATIC CONC.
�v SLOPE DETERMINED BY PROTECIID FARTH CONDIRONS NOTED IN THE PROPOSAL (BID).
Q�Q GE07ECHNICAL ENGINEER s. sRtINGERs AND BTucEs To BE SEW RELY FASTENED. ASPHALT TOPPING
TIMBER TRENCH SHORING NOTE: cLAYs SILTS LOAMs, oR
NON-NOMOG�NEOUS SOILS 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE
REQUIRE SHORING AND FOR LNE LOAD SURCHARGE IF LNE LOAD SURCHARGE IS ANDCIPAIID
BRACING R SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC-
TOR S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- - - 3•
UNSHORED LNG SYSTEM TO ACCOMMODATE THE ANRGPATED LNE LOAD SURCHARGE ;T�6" <,:.:;,c��;`` 4" I- BASE
11.nLteER s¢Es ARE BASED oN stREssEs of 165o Psl FOR EXR2EME FlBER `'r.�•r �..�="- BASE REPLACEMENT SHALL
STRINGER TRENCH IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WRH GRAIN. -�,- � `�= _ t -
iZ.EARTH TRENCH CONDTTONS FOR THIS PROJECT ARE ANfICIPATID TO BE _ �S BE CRUSHED LIMESTONE
as SHOWN IN THE GEOTECTIwcAL REPORT AvaLABLE FROM ENGINEER. ON -SITE SOIL BACK FILL _- PIPE =• �• MINIMUM 6".
uPRIGHr TO BE PLACED IN 6" _ 2 SACK CEMENT STABILIZED
H 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEARL SHETT IS GOOD ' M?�'.1ir,
TRENCH JACK FOR PIPES WTM O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL LAYERS &COMPACTED TO �,:i:x--: s •;� SAND BACKFILL COMPACTED TO
CROSS BRACE �wneLE -I`/ PRowDE SEPARATE DESIGN FOR PIPE w0H o.D. LARGER THAN 4a INCHEs. 95% MAX. DRY DENSITY 95% MAX. DENSITY
SLOPE TOP OF TRENCH BOX 14. SLOPES FOR IXCAVATIONS SHNJ. BE AS FOLLOWS:
(DETERMINID A SOLID ROCK, SHALE OR CEMETftED SAND k GRAVELS = 9P 12" i2"
STEEL SHEEP PILING BY GEOTF}CHNICAL COMPACTED ANGUIM GRAVELS = 1�2 : 1
ENGINEER C RECOMMENDED SLOPE FOR AVERAG SOLIDS = 1 1
D COMPACTID SHARP SAND = 1 1/2 : 1 TRENCH SECTION IN PAVED AREA
O 00, WELL ROUNDED LOOSE SAND = 2 : 1
UPRIGHT
Q�� Qg�' 15. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS
REQUIRE SHORING AND BRACING. THE PRESENCE
OF GROUND WATER REQUIRES SPECIAL TREATMENT.
oo.
PENETRATION AS, DETERMINID PENETRATION AS
BY CONTRACTORS REGISTERED D MINED ,BY d�
PROFESSIONAL. ENGINEER PROF. ENGINE EG.
TRENCH JACK
STEEL PILING * AND STRINGER * TRENCH BOX * •ALTERNATE SYSTEM
TRENCH SAFETY SYSTEM DETAILS SCALE: NONE 06 TRENCH SECTION IN PAVED AREA SCALE: NONE 05
CONCRETE
SIDEWALK
(NOT USED) 5' MIN DRIVEWAY WIDTH (SEE NOTE 2) ROW LINE
a 112" PREFORMED OR 1° CONCRETE NOTES:
B BOARD EXPANSION JOINT B SIDEWALK 1. PAVING EXPANSION/CONTRACTION SHALL BE SPACED AT 60' 28' B-B
`r � (NOT USED) C/C.
PROPOSED REINFORCED
1��• CONCRETE DRIVEWAY -� R (SEE NOTE ) 2. CONCRETE USED FOR PAYMENT SHALL BE A MINIMUM OF 5.0 PROFILE GRADE
SACK, 3000 P.S.I COMPRESSIVE STRENGTH AT 28 DAYS. 4" OR 6" CURB
3. CLASS "A" HYDRATED LIME SLURRY SHALL BE APPLIED FOR SOIL � 2 00% (TYP) 2.00% (7yp) � �
FACE OF CURB STABILIZATION. O �-"-'-- �'_� - �
FLARED CURB CAN BE � BLOCKOUT FOR DRIVEWAY 4. REINFORCING STEEL SHALL COMPLY WITH OR EXCEED A.S.T.M. a' 2.0' -- _- _ _" _- _ _ -_ - _ o - 2.0' �
USED FOR RESIDENTIAL �-(Q) SPECIFICATIONS 615, GRADE 60, FOR NO. 4 BARS AND LARGER. • :• _ - - - - -- - = - - -
ENTRANCE ONLY _ �J - - - -. • . _ _ .: - : - - - - . • .. . : ... .. .. ..... . _ -.
GUTTER LINE 5. LIME STABILIZATION FOR THOROUGHFARES AND COLLECTION •"'---�'
SAW CUT AND EXPOSE STEEL ON STREETS SHALL BE A MINIMUM THICKNESS OF 12". LONGITUDINAL
EXISTING CONCRETE STREET, 6. PAVING SHALL BE POURED IN HALF SECTIONS. KEYED JOINT
MINIMUM SAW CUT= 2" DEEP 7. THE MAXIMUM WIDTH BETWEEN LONGITUDINAL JOINTS SHALL NO. 4 BARS CLASS "A" 6" (MIN) LIME STABILIZED
24" O.C.E.W. 6" CONCRETE PVMT AS SUBGRADE UNIFORMLY COMPACTED
PLAN VIEW OF DRIVEWAY IN NOTES: NOT EXCEED 15'-0". OR NO. 3 BARS SPECIFIED BY PICM TO 95% STANDARD PROCTOR DENSITY
CONCRETE STREETS WITH CURBS 8. ALL EARTHEN AREAS ARE TO BE HYDROMULCHED UNLESS 18" O.C.E.W. @ f 3 %OPTIMUM MOISTURE CONTENT
1.DRIVEWAYSSHALLBE4"THICK (MIN.) SHOWN OTHERWISE ON DRAWINGS.
FOR SINGLE FAMILY USE AND 9. CONTRACTOR MAY SAW CUT IN LIEU OF DEFORMED METAL
6"THICK FOR ALL OTHERS (LE., STRIP.
COMMERCIAL, INDUSTRIAL, ETC.) 10. USE 1 FOOT STRIP OF SOD GRASS TO PREVENT EROSION UNTIL
SAW CUTAND EXPOSE STEEL ON 4'-O� 2. FOR RADII AND WIDTHS FOR DRIVEWAYS, STAND OF GRASS IS ESTABLISHED. TYPICAL S E C TI O N
EXISTING CONCRETE STREET, SOT WSED 2 O SEE TABLES 10-2 AND 10-3 IN CHAPTER
MINIMUM SAW CUT = 2" DEEP � CHAPTER 106 OF THE CODE OF ORDINANCES N • T• S
1'-6" 3/4"/FTT013/4"/Ft 1/ "TO1/2"/Ff CODE OF ORDINANCES
�.. CONCRETE ROAD SECTION SCALE: NONE 04
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PROPO ED 1"BOA D EXPANSION O
P-5• I -
REINFO CED 1/2" NON EXTRUDING a/t it 3/4' it 3/{' a
PREFORMED JOINT
1�
(SEE NOTE 1)
a/e
MIN REINFORCEMENT SHALL BE
#6x6x6 WWM OR GREATER � --�
. .A,. 3 �� _ +'-j I-- ado
y B' S e'
SECTION A -A oulFAu MANHOLE
aITFAu e• elacac PLuc PIPT: oR INLET SECTION A -A
PIPE wNoRMR sPa.
n'0W' iroRrAR SFALG W/
i6" MIN. GROOVES 3/LB'fx 3/3Y DEEP
� APPRO)C 3/4• TD t SPACES
DRIVEWAY WIDTH (SEE NOTE 2) �
� [3
IDEWALK %�s�IRIcroR � (��) �/YK z L/z• RECEJS
SIDEWAL EXP NSION BO RD (OT US D) - (SEE DETAa) A A
(NOT USE ) _ _
� - --
�-- O° � � O 4' MIXES
3" COMPACTED 6" STABILIZED
PROP ED 2�-°" P STORM SEWER CHOKE
SAND BEDDING SUBGRADE REINFORCED
m.P) CONCRETE DRIVEWAY OUTFACE RESTRICTOR
(SEE NOTE I) MANHOLE COVER
COMPACT SUBGRADE TO 95
STANDARD PROCTOR DENSIII'
CONCRETE DRIVEWAY CONCRETE ROADWAY SCALE: NONE 03 STORM SEWER OUTFACE RESTRICTOR SCALE: NONE 02 MANHOLE COVER SCALE: NONE 01
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PROJECT TITLE
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�OFESSIONAL SEAL
DRAWINGS ISSUED FOR:
-
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
REVISIONS
N0.
DATE
DESCRIPTION
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE DF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS ANO THE tYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DONMENTS, THE
DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FALL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER E%ELUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
coNSTRUCnQN uNLEss DATED AND NOTED As ISSUED FOR
CONSTRUCTION WORK. THIS DOCLR1ENi IS ixE PROPERtt
OF Oix±.t0_�t7 i� � llC AND IS NOT TO BE USED, IN
WHOLE OR IN PART. WITHOUT tHE WRITTEN AUTHORIZATION OF
p lc�-L b sib f�arY.nc �. LEG"
WARN■NG
IFTNIS BAR DOES NOT MEABURE 1'THFN DRAWING IS
NOT TO SCALE
••
DRAWN BY:
CHECKED-
ATE
SB
DPL
2005/OB/04
SHEET TITLE
LA PORTS
PAVING
DETAILS #2
DRAWING NUMBER
SHEET N0.
04
C 1.4
04