PROJECT PLANS FOR
DEPARTMENT OF CITY SERVICES
CITY OF MARYSVILLE
INDEX OF SHEETS
RIVER
APPROVED :
MARYSVILLE
OLIVEHURST
WHEATLAND
RIVER
FEATHER
BEAR
B.A.F.B.
CALIFORNIA YUBA COUNTY SAN FRANCISCO
LOS ANGELES
DOBBINS
YUBA COUNTY
BROWNS VALLEY
TO OROVILLE
CHALLENGE
TO GRASS VALLEY
RIVER
BRYANT FIELD RETAINING WALL PROJECT
CONTRACT No. 01-107
CITY OF MARYSVILLE GENERAL NOTES
David B. Lamon Date
RIVER
RIVER YUBA PROJECT LOCATION
City Services Director
12th St.
13th St.
14th St.
15th St.
17th St.
16th St.
18th St.
Ellis Lake Dr.
Ellis Lake Ct.
C St.
E 13th St.
E 14th St.
E 15th St.
E 16th St.
E 17th St.
E 18th St.
Chesnut St.
Yuba St.
Walnut St.
East Lake Ct. Elm St.
E St. F St. D St. B St.
SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT
OF CI Y
1851
INCORPORATED
T
GATEWAY GOLD FIELDS To The
526 C Street, Marysville, CA 95901
DESCRIPTION SHEET
OF
PROJECT NUMBER:
EA NUMBER:
FEDERAL ID NUMBER: NA
John Mallen 01-107John MallenDavid Lamon
NA 03/22
1 4
Bryant Field
Retaining Wall Project
Cover Sheet NA
LP
LP
LP
LP
Electrical
Phone
Sanitary SewerStorm Drain
Water
Irrigation
Approximate Utility Locations
STOP
Transformer
LP
LP
2 1 3 5 4 7 6 9 8 10 12 11 13 15 14
2 1 4 3 5 7 6 8
1 3 2 5 4 7 6 9 8 11 10 13 12 15 14
2 1 4 3 5 7 6 9 8 10 12 11 14 13 2 1 4 3 5 7 6 9 8 10 12 11 13 15 14 1 3 2 5 4 7 6 9 8 10 12 11 13 15 14
1 2 4 3 6 5 8 7 9 10 12 11 14 13
2 1 4 3 6 5 8 7 9 11 10
21 13 12 15 14 17 16 18 20 19
2 1 4 3 6 5 7 9 8
2 1 4 3 6 5 8 7 9
A
B
C
D
E
F
A
B
C
D
E
F
A
B
C
D
E
F
A
B
C
D
E
F
A
B
C
D
E
F
A
B
C
D
E
F
G
HI
J
K
L
M
A
B
C
D
E
F
G
HI
J
K
L
M
A
B
C
D
E
F
G
HI
J
A
B
C
D
E
F
G
HI
J
K
L
M
A
B
C
D
E
F
G
HI
J
K
L
M
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
2 1 4 3 6 5 8 7 9 11 10
21 13 12 15 14 17 16 18 20 19
2 1 4 3 6 5 8 7 9 11 10
21 13 12 15 14 17 16 19 18 20
2 1 4 3 6 5 8 7 10 9 11
21 13 12 15 14 17 16 19 18 20
2 1 4 3 6 5 8 7 10 9 11
21 12 14 13 16 15 18 17 20 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 BADCFE BADCFE BADCFE BADCFE CBAFEDIHGJ LKM CBAEDGFJIHMLK CBAEDGFJIH CBAEDGFJIHLKM 1 2 3 4 5 6 7 8 9 10 11 21 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 21 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 21 12 13 14 15 16 17 18 19 20 CDE DCE 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDE 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
FIELD DRAIN
6" PERF.
DETAIL 3 WALL
DETAIL 4 WALL
DETAIL 3 WALL
DETAIL 2 WALL
DETAIL 2 WALL
DETAIL 1 WALL
DETAIL 1 WALL
DETAIL 2 WALL
DETAIL 5 WALL
DETAIL 4 WALL
DETAIL 5 WALL
FIELD DRAIN
6" PERF.
FIELD DRAIN
6" PERF.
FIELD DRAIN
8" SOLID
DAMAGED SIDEWALK
TO BE REMOVED
EXISTING SIDEWALK
TO BE PROTECTED
EXISTING SIDEWALKREMOVE & REPLACE
EXISTING SIDEWALK
TO BE PROTECTED
SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT
OF CI Y
1851
INCORPORATED
T
GATEWAY GOLD FIELDS To The
526 C Street, Marysville, CA 95901
DESCRIPTION SHEET
OF
PROJECT NUMBER:
EA NUMBER:
FEDERAL ID NUMBER:
Bryant Field Layout Sheet
Retaining Wall Project 4
2 1:30 03/22
David LamonJohn MallenJohn Mallen 01-107
NA
1 2 4
6 CODES: 1998 CALIFORNIA BUILDING CODE (CBC)SEISMIC: ZONE III Z=0.3, I=1.0 ALLOWABLE SOIL BEARING CAPACITY: 1000 psf DEAD LOAD + LIVE LOAD 1300 DEAD LOAD + WIND OR SEISMICRETAINING WALL NOTES: ACTIVE PRESSURE USED 40 PCF PASSIVE PRESSURE USED 120 PCF COEF. OF FRICTION .3 SURCHARGE OVER HEEL 200 PSF ADDED LATERAL LOAD AT TOP OF WALL 120#/LFNOTE: SITE GRADING AND DRAINAGE PLANS ARE BY OTHERS.
SOILS NOTES
1. ALL FOOTINGS AND THE SLAB SUB-BASE SHALL BEAR ON ORIGINAL, FIRM, UNDISTURBED AND NON-EXPANSIVE SOIL CONFORMING TO C.B.C. TABLE NO. 18-I-A FOR A MINIMUM ALLOWABLE SOIL BEARING VALUE OF 1000 POUNDS PER SQUARE FOOT.2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE SOILS/GEOTECHNICAL REPORT. ALL EARTHWORK, EXCAVATIONS, AND OTHER WORK SHALL BE IN STRICT CONFORMANCE WITH THIS REPORT. ALL WORK SHOWN IN THESE DRAWINGS SHALL NOT BE CONSTRUED AS NOT CONFORMING WITH THE REQUIREMENTS OF THIS REPORT. CONSULT THE ENGINEER FOR SPECIFIC INTERPRETATIONS AND RECOMMENDATIONS WHERE NOT COVERED BY THE REPORT.TESTING AND INSPECTION:SOILS TESTS TESTING AND INSPECTION AS REQUIRED BY THE SOILS REPORT CONCRETE MIX DESIGN INDEPENDENT LABORATORYREBAR MILL CERTIFICATES
GENERAL NOTES
1 THESE NOTES AND THE TYPICAL DETAILS SHOWN HEREIN ARE GENERAL AND APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR SPECIFIED.2 THESE NOTES AND SPECIFICATIONS ARE HEREBY INCORPORATED INTO THESE DRAWINGS UNLESS OTHERWISE SHOWN OR SPECIFIED.3 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RE- CONSTRUCT THE RETAINING WALLS AND FENCING IN ACCORDANCE WITH THE 1998 EDITION OF CALIFORNIA BUILDING CODE AND ANY OTHER GOVERNING CODES. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT BE IN COMPLIANCE WITH SAID CODES, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED THROUGH THE ENGINEER AND APPROVED BY THE LOCAL BUILDING DEPARTMENT. BEFORE PROCEEDING WITH THE WORK.4 THE CONTRACTOR SHALL SAFELY SHORE, ADEQUATELY BRACE, AND SUPPORT ANY TEMPORARY CONSTRUCTION, TEMPORARY EXCAVATION, AND COMPLETED PORTIONS OF THE BUILDING AND ALL CONSTRUCTION THROUGHOUT ALL CONSTRUCTION PHASES. ALL SHORING/BRACING INSTALLATION AND DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF THE BUILDING DURING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS.5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS.6 CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODE AND REGULATIONS.7 PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER ON ALL , REINFORCING STEEL AND ETC. SHOP DRAWINGS: CONTRACTOR AGREES THAT SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS; THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. ANY DETAIL ON THE SHOP DRAWINGS THAT CONSTITUTES A CHANGE FROM THE CONTRACT DOCUMENTS MUST BE CLEARLY MARKED WITH THE NOTE "THIS IS A CHANGE". APPROVAL IN NO WAY RELIEVES THE CONTRACTOR OF THE RESPONSIBILITY FOR BUILDING THE STRUCTURE IN ACCORDANCE WITH THE ORIGINAL CONTRACT DRAWINGS.8 PRE-FABRICATED MATERIALS: MANUFACTURER SHALL SUBMIT TO THE ENGINEER FOR APPROVAL CALCULATIONS AND DETAILS PRIOR TO FABRICATION. ANY CHANGES AND/OR REVISIONS OF THE STRUCTURE DUE TO RELOCATION, ADDITION OR REVISION OF MECHANICAL EQUIPMENT AND/OR OTHER TRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF SAID CHANGE OR REVISION. STRUCTURAL MEMBER OR ELEMENTS THAT REQUIRE CHANGE OR RELOCATION SHALL BE THE RESPONSIBILITY OF THE TRADE INVOLVED. 9 CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE PROJECT THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES. 10 WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES FOR CONSTRUCTION ON THIS PROJECT. SHOULD THERE BE ANY QUESTION, CONTACT ENGINEER PRIOR TO PROCEEDING. 11 DO NOT SCALE DRAWINGS. DRAWINGS MAY NOT BE TO SCALE, DIMENSIONS TAKE PRECEDENCE. CONTACT ENGINEER FOR ANY DIMENSION NOT SHOWN.FOUNDATION NOTES 1 FOUNDATION DESIGN IS BASED UPON THE MINIMUM REQUIREMENTS NOTED IN CHAPTER 18 OF THE CALIFORNIA BUILDING CODE, SINCE NO SOILS REPORT IS PROVIDED BY THE OWNER. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED FOR DESIGN OF THIS PROJECT IS 1000 PSF, IN ADDITION, THE SOIL IS ASSUMED TO BE NON-EXPANSIVE. 2 THE ELEVATIONS OF BOTTOMS OF FOUNDATIONS AS SHOWN ON THESE DRAWINGS INDICATE THE ESTIMATED MINIMUM FOUNDATION DEPTHS.3 THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. CHANGES IN FOOTING ELEVATIONS SHALL BE MADE UTILIZING THE TYPICAL FOOTING STEP DETAIL SHOWN ON THESE DRAWINGS. 4 SEE ROOF FRAMING PLAN AND BEAM SCHEDULE FOR THE SIZE OF ALL POSTS. NOTIFY ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO POURING FOOTINGS. ALL POSTS AND BEARING WALLS SHALL BE ON EITHER CONTINUOUS OR SPREAD FOOTINGS. FOOTINGS SHALL BE CENTERED ON THE WALL OR POST TYPICAL. 5 CENTER FOOTINGS UNDER WALLS OR COLUMNS TYPICAL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.CONCRETE NOTES
1 STRUCTURAL NORMAL WEIGHT CONCRETE SHALL BE A MINIMUM 5.5 SACK MIX WITH A MINIMUM F'C= 2,500 PSI. NOTE THAT NO SPECIAL INSPECTION IS REQUIRED BUT CERTIFICATION OF MIX DESIGN IS REQUIRED. MAX. SLUMP SHALL BE 5 INCH. 2 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CBC 1998 AND ACI STANDARD 318, LATEST EDITION, AS PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. 3 CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C94, ACI STANDARD 304.4 ALL EMBEDDED ITEMS SHALL BE PLACED AND SECURED PRIOR TO CONCRETE PLACEMENT.5 CONCRETE MIX DESIGN SHALL BE PREPARED BY AN INDEPENDENT LABORATORY.6 CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II.7 CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 AND CBC CHAPTER 198 REINFORCING STEEL SHALL CONFORM TO ASTM A615- GRADE 60 FOR #5 AND LARGER, AND ASTM A615 - GRADE 40 FOR #4 AND SMALLER EXCEPT REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706 UNLESS NOTED OTHERWISE.9 REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTIONS". 10 DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE. COVERAGE SHALL BE IN ACCORDANCE ACI STANDARD 318 AND CBC UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CONCRETE COVERAGE SHALL BE AS FOLLOWS:CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)-3"CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS------------2"SLABS (ON FORMS)------------------------------------------3/4"SLABS (ON GROUND)---------------------2" clear from top u.n.o. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 50 BAR DIAMETERS ANDSPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. SPLICE CONTINUOUS BARS IN GRADE BEAMS, WALL BEAMS, ETC., ASFOLLOWS: TOP BARS AT MIDSPAN; BOTTOM BARS AT CENTERLINE OFSUPPORT, UNLESS NOTED OTHERWISE. SPLICES IN WWF SHALL BE 2 MESHESWIDE OR 12 INCHES WHICHEVER IS GREATER. 11 LAP SPLICES FOR REINFORCING BARS SHALL BE 60 BAR DIAMETERS OR 18 INCHES MINIMUM UNLESS OTHERWISE NOTED ON THE DRAWINGS. 12 REINFORCING BARS SHALL BE LAPPED AND WIRED TOGETHER AT SPLICES AND INTERSECTIONS. STAGGER LAPS IN ADJACENT BARS A MINIMUM OF THE REQUIRED SPLICE LENGTH. 13 REBAR HOOKS SHALL BE STANDARD HOOKS PER CBC. 14 CONSTRUCTION JOINTS SHALL BE CLEANED AND ALL LAITANCE REMOVED FROM THE SURFACE.
15 REMOVE ALL DEBRIS FROM THE FORMS BEFORE CASTING ANY CONCRETE. 16 REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. 17 ALL ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM A307 TYPE A OR C (INCLUDING SUPPLEMENTARY REQUIREMENT S1) (U.N.O.) 18 CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309, LATEST EDITION TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 12d
4d (2.5" MIN.)
90 45
180
D D
D
d
d
D D
10d
90 135
10d (4" MIN.)
(4" MIN.)
TIES & STIRRUPS
D
D = 6d FOR #3 THRU #8D = 8d FOR #9 THRU #11D = 10d FOR #14 THRU #18 40d (24" MIN.)40d (24" MIN.)
d
d
dd
UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE
2:12
SEE DETAILFOR LAP SPLICE REQ'TS.
HOOKS AND BENDSTYP. REBAR
1- FDN5-C 1=12
5'-6" RETAINING WALL (B ST)TYP.
#5 VERT. @16" O.C.#4 HORIZ. @24" O.C. TYP.5-#4 HORIZ. INLOWER PART OFRETAINING WALL 76"
43"
1 3/4"
9 1/4"
6" 5'-6"Max. 1'-0" 2'-9"
1'-0"
4'-10"
6"
#5 @ 24" O.C.INTO KEY
43"
#4 HORIZ.TYP.
3"
CLR.
3" 3"
SEE DETAIL
3"
8"
CLR.
3"
CLR.
SLOPE
4'-6" RETAINING WALL (B ST)TYP.
#4 VERT. @12" O.C.
64"
43"
3'-6" RETAINING WALL (14TH ST)TYP.
SEE DETAIL
2 x 2 AT 2' OC ALIGN W/ PW JOINTS.
EXIST SIDEWALK
SEE DETAIL
4'-6"Max.
3"
4'-10"
2'-3"
9 1/4"
#4 HORIZ.TYP.
INTO KEY#5 @ 24" O.C.
39"
1'-0"
3"
CLR.
6"
SLOPE
5-#4 HORIZ. INRETAINING WALLLOWER PART OF
3"
CLR.
1'-0"
3"
3"
CLR.
SEE DETAIL24" O.C. TYP.#4 HORIZ. @
8"
1 3/4"
6"
( 2 LAYERS)
3'-6"Max.
3'-6"
1'-0"
6"
36"
CLR.
3"
4" 1'-0"
3"
SLOPE
5-#4 HORIZ. INRETAINING WALLLOWER PART OF
18" O.C. TYP.#4 HORIZ. @SEE DETAIL
#4 VERT. @16" O.C. 3"
9 1/4"
CLR.
SEE DETAIL
#4 @ 16" O.C.
9"
6"
4'-6"Max.
4'-6" RETAINING WALL (14TH ST)TYP.
3 9 1/4"
1'-0"
3"
3'-6"
CLR. #4 @ 16" O.C.
9"
36"
5-#4 HORIZ. INRETAINING WALLLOWER PART OF
SLOPE
1'-1" 1'-0"
3"
SEE DETAIL
EXISTING SIDEWALK
3"
#4 VERT. @12" O.C.
SEE DETAIL18" O.C. TYP.#4 HORIZ. @
CLR.
6"
3'-6" RETAINING WALL (C ST)TYP.
5 #4 VERT. @16" O.C.#4 HORIZ. @24" O.C. TYP.
4-#4 HORIZ. INLOWER PART OFRETAINING WALL
44"
32"
9 1/4"
3'-6"Max. 1'-0" 1'-4"
1'-0"
3'-3"
6"
#4 @ 16" O.C.INTO KEY
32"
#4 HORIZ.TYP.
3"
CLR.
3" 3"
3"
CLR.
3"
CLR.
SLOPE
9 D2 SEE DETAIL
4-6"
EXIST FENCE
EXIST FENCE
EXIST FENCE
CONCRETE CLOSURE STRIP (SIDEWALK)
SAND OR CONCRETE BACKFILL
CLOSURE STRIP
EXIST SIDEWALK
( 2 LAYERS)
2 x 2 AT 2' OC ALIGN W/ PW JOINTS.
TO BE PROTECTED
EXISTING SIDEWALKTO BE PROTECTED
6"
TO BE PROTECTEDEXISTING SIDEWALK
TO BE PROTECTEDEXISTING SIDEWALK
1'-2"
2'-8"
8 3/4"
1'-2"
2'-8"
8 3/4"
3'-4"
3'-4"
SAND OR CONCRETE BACKFILL
SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT
OF CI Y
1851
INCORPORATED
T
GATEWAY GOLD FIELDS To The
526 C Street, Marysville, CA 95901
DESCRIPTION SHEET
OF
PROJECT NUMBER:
EA NUMBER:
FEDERAL ID NUMBER:
Bryant Field Detail Sheet 1 (D1)
Retaining Wall Project 4
3 NA 03/22
David LamonJohn MallenJohn Mallen 01-107
NA
NA
OF RETAINING WALL (B ST)
TYP. TOP
1/2"Ø HILTI BOLT WITH
3" EMBEDMENT @ 4' OC
USE 2x4 P.T.D.F. SILL
USE 2x2 P.T.D.F.
SIDEWALK
45 TAP CON
6"
CAULK JOINT
OF RETAINING WALL (14TH ST)TYP. TOP
RETAINING WALL DRAIN
1'-0"
2'-0"
3/4" CRUSHED ROCK
FILTER FABRIC
TOOLED EDGE
TO DAYLIGHT ON WARNINGTRACK
FIELD DRAIN
3/4" CRUSHED ROCK
6" PERFORATED ADS PIPE
FILTER FABRIC
3'-0"
1'-6"
OUTFIELD
WARNING TRACK
4" MIN (VARIES)
2"Ø DRAINS @ 20' OC
SLOPE 1/8" / FT
18" MIN 5' MAX
SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT
OF CI Y
1851
INCORPORATED
T
GATEWAY GOLD FIELDS To The
526 C Street, Marysville, CA 95901
DESCRIPTION SHEET
OF
PROJECT NUMBER:
EA NUMBER:
FEDERAL ID NUMBER:
Bryant Field Detail Sheet 2 (D2)
Retaining Wall Project 4
4 NA 03/22
David LamonJohn MallenJohn Mallen 01-107
NA
NA