The URL can be used to link to this page

Home My WebLink About3614-104- 22 mm 0 x 300 mm Anchor bolts on 1.33 m bolt circle Existing headwall Existing pipe I/ - ----- E A Ln - is 1. 1 m ID Junction box PLAN Clamp debris rack cage to unperforated section of riser ----See Detail A 38 m 184 mm board prop( I Existing headwall 38 mm x IB4 mm board propE 1 Es 1.50 (51) 750 OR LESS Of OVER 1.50 - - -- L � ►+iii+i+iii n 250 mm Slots, at quarter points OG > E Sra�i^d circumference, 0.8 m row Backfill to DRIVE GATE 0.45 spacing, stagger alternate rows I.5 m above 0.74 o PIPE FL or as • • • = �� 2950 directed +I 125 mm. GUSSET x 125 mrr - by the Engineer I E 250 4 Connecting ring L76 mm x 76 mm x 6.4 mm shop riveted, spotwelded or 0 TYP tackwelded to 1200 mm CMP -� __ -- - a-- -a- -- a 0.3 m Max C -C 3-'13 �'� 1"" evenly spaced o Conc P > fillet 5-813 0230 mm Z 0 ' Existing HW & pipe ? films 0 P ? P 200- 6-013 I 1 A 1 evenly spaced 1.3 m SECTION A -A CMP RISER AND JUNCTION BOX TYPE A 200 (8 � TYPICAL FENCE 3 WIRES AT 125 mm 16 H. m F. mm 1.50 (51) 750 OR LESS (30") OVER 1.50 •••••••• : ' • � ►+iii+i+iii m3 R' • • • • �+�+�+++�+� I��.t�.�•+•�+�+ I h-- • . • •-•++-•+•-•++-•�•i►�+�•+ +i�i�i+iii+i�i�i►i+iii - - •+i�i�i�i+i- �>�:+.+�!�� DRIVE GATE 0.45 100 mm (4") 24 0.74 104 �) m ° 10 mm (3/8") PIPE ....•....... .......-•111... • • • = �� 2950 3 mm (1 /8") 0.91 CMP RISER AND JUNCTION BOX TYPE A 200 (8 � TYPICAL FENCE 3 WIRES AT 125 mm 16 H. m F. mm 1.50 (51) 750 OR LESS (30") OVER 1.50 900 (51) (36") _ •+i+i+i+i+i I�I �i+i+i+i ..... � - . •ii! ilii• • • • �! •,�,�,��_ ► �� I .. etric iJ Bend out to h concrete form opening \ m ;ting pipe Cut or burn-,,, CID B -h concrete PLAN Backfill to 1.5 m above FL or as directed by the Engineer Clamp debris rack cage to unperforated section of riser E See Detail A 7 -Top bars same as posts, 0 250 mm Slots, at quarter TOP vlEw spotweld to end posts both sides � points around circumference. E 0.8 m row spacing, stagger Spotweld each post 4 places alternate rows 1 OG Standard 1200 mm CMP 250 0 200 mm of 1200 mm CMP E Cut or burn pipe for Iateriols <750mm N 0 1500 mm CMP for laterals > 750 mm = E P Grout / Spotweld each post 4 places 200 mm Band coupler L _1[111[ilr Existing HW &pipe FRONT VIEW (459 FRFR M H = 22 Posts- 1.8 m or 2.4 m lengths use 50 mm pipe or L51 mm x 51 mm x 4.8 mm (Galvanized steel or aluminum) Concrete fillet DEBRIS RACK CAGE SECTION B -B HEADWALL FENCE USE PIPE RAIL NOTE 6 HEADWALL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED TA BY THEDARDS PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE CHAIN LINK FENCE AND GATES • • 1984 ••i'i'i+�+�+�!��i+�+ I�i°a'•'i'•�i �i•:•i+i+i�i�i .�: �-iiii':'•'i'•'•�i USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION m3 0.03 m3 (1 CF) PCC • • • • �+�+�+++�+� I��.t�.�•+•�+�+ I h-- • . • •-•++-•+•-•++-•�•i►�+�•+ +i�i�i+iii+i�i�i►i+iii - - •+i�i�i�i+i- �>�:+.+�!�� DRIVE GATE 0.45 100 mm (4") 24 0.74 104 �) m ° 10 mm (3/8") PIPE ....•....... .......-•111... V V �� 2950 3 mm (1 /8") 0.91 125 mm. GUSSET x 125 mrr 300 mm ee NON -SHRINK FOR LINE 0.68 GROUT -,--,POSTS, TIE WIRE ELSE 450 mm 50 mm 100 mm /x�\A (18") (2.�) (4") • CHAIN AND LOCK 26 50 mm ") (2")R CUT-OUT � 3 mm 25 mm (1 GREATER (1/8 ) THAN PIPE OD _ •+i+i+i+i+i I�I �i+i+i+i ..... � - . •ii! ilii• • • • �! •,�,�,��_ ► �� I .. etric iJ Bend out to h concrete form opening \ m ;ting pipe Cut or burn-,,, CID B -h concrete PLAN Backfill to 1.5 m above FL or as directed by the Engineer Clamp debris rack cage to unperforated section of riser E See Detail A 7 -Top bars same as posts, 0 250 mm Slots, at quarter TOP vlEw spotweld to end posts both sides � points around circumference. E 0.8 m row spacing, stagger Spotweld each post 4 places alternate rows 1 OG Standard 1200 mm CMP 250 0 200 mm of 1200 mm CMP E Cut or burn pipe for Iateriols <750mm N 0 1500 mm CMP for laterals > 750 mm = E P Grout / Spotweld each post 4 places 200 mm Band coupler L _1[111[ilr Existing HW &pipe FRONT VIEW (459 FRFR M H = 22 Posts- 1.8 m or 2.4 m lengths use 50 mm pipe or L51 mm x 51 mm x 4.8 mm (Galvanized steel or aluminum) Concrete fillet DEBRIS RACK CAGE SECTION B -B HEADWALL FENCE USE PIPE RAIL NOTE 6 HEADWALL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED TA BY THEDARDS PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE CHAIN LINK FENCE AND GATES STANDARD PLAN: METRIC 600-1 1984 DOUBLE Steel Conc _mm REV' 1998 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT" CMP RISER TYPE B . . • , 111604=111111110 • I� .I ♦ • • • • <•- ' ;•�•�+�+�+�•�•�+; i+i+iii• •••+• � •••••••• � 11:x•!•!•. TENSI01` & TIGH7 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PIPE RISER WITH DEBRIS RACK CAGE NO SCALE ALL DIMENSIONS ARE iN MILLIMETERS UNLESS OTHERWISE SHOWN GUSSET 2.4 m (8' CHAIN LINK FENCE AND GATES MAX O.C. SHEET 2 OF 3 DOUBLE Steel Conc _mm 900 mm PLUNGER ROD mm 36" PLUNGER CUP IN-� m3 0.03 m3 (1 CF) PCC kg I h-- 300 POST OD + 200 mm (8") WALK GATE DRIVE GATE 0.45 100 mm (4") 24 0.74 104 �) m ° 10 mm (3/8") PIPE PLATE TENSION POST BAR 2950 3 mm (1 /8") 0.91 125 mm. GUSSET x 125 mrr 300 mm (12") (5" x 50') NON -SHRINK FOR LINE 0.68 GROUT -,--,POSTS, TIE WIRE ELSE 450 mm 50 mm 100 mm /x�\A (18") (2.�) (4") 1035 CHAIN AND LOCK 26 50 mm ") (2")R CUT-OUT � 3 mm 25 mm (1 GREATER (1/8 ) THAN PIPE OD 34 0.90 POST --' EMBEDMENT #15M RE -BAR 3 mrn (1 /8") x 300 mm STL 1185 PLATE (#5 x 12") 38 PLUNGER CUP 4300 ISOMETRIC AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC - 600-1 CHAIN LINK FENCE AND GATES SINGLE ISteel I Conc SHEET 2 OF 3 19 mm Chan t er ai)u r 19 Inn Chamfer - 1 450- 1 H r��I I _7i+ <::>(-,I I + I I I i- i- 1- 4-111(511 �� -a ---R- ?OJ j L _ 200-14 -.� .. 2 or 600 mm Mtn F FRONT ELkVA rIGN L J. SINGLE HEADWALLFRONT ELEVATION D II L SINGLE ISteel I Conc L I DOUBLE Steel Conc _mm mm mm kq m3 mm kg m 300 810 1500 16 0.45 2500 24 0.74 375 885 1800 IS 1 0.56 2950 28 0.91 450 960 2100 22 0.68 32.50 34 1.04 525 1035 2250 26 0.76 3550 40 1.18 600 1110 2550 34 0.90 3850 46 1.32 675 1185 2850 38 1.04 r 4300 52 1.53 750 17.60 300040 40 1.13 4600 54 1.60 8251 1335 9001 1410 3300 3600 44 46 1.29 1.46 4900 5200 58 1 66 1.86 2.03 975 1485 3750 58 1.57 5500 78 2.21 1050 1560 4050 1 62 1.75 580D 84 2..39 1125 1635 4350 66 1.94 6100 88 2.58 1200 1710 4500 70 1 2.06 6400 i 90 2.78 112751 1785 4800 BO 2.26 6850 I 102 1 3.06 [13501 1.47 60 84 1 2.47 7150 1 08 3,27 Omit rounding for pipes less than 1200 rr.•n dlemeter ��230 T I It 190 -190 - -� ' _ _ i� 6'D SECTION, SINGLE & DOUBLE HEADWALLS STRAIGHT HEADWALLS r For corner steel Beta r I see 11"Sectlon A -A .Omit rounding � .� I .'.•- f - or p i s 19 MM Chamfor- Y, D L/ less than i 1200 mm d iameter TM 1 120` 190 190 19030�0 3 510 610 FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL D II 1./ 2 1000 Sieel Conc 1450 Steel Conc LENGTH OF W 1900 Stesl Conc 2350 Steel Conc 2800 Steel Conc min mrnI mm kg m3 kg m3 I kg m3 ku m3 kg m3 300 810 750 1 22 0.59 26 0.73 - - - -- - - 375 885 900 1 24 0.68 28 0.83 - - - - - - 450 960 1050 1 28 0.78 32 0.94 - - - - - - 525 1035 1125 32 1 0.86 40 1.02 - - - - - .- 600 1110 1275 38 0.96 44 1.13 48 1.30 - - - - 675 1185 1425 40 1 1.07 46 1.25 50 1.43 1440x970 1460 - - 750 1260 1500 42 1 1.16 48 1.34 52 1.53 60 1.72 - - 825 1335 1650 46 1 1,28 52 1.47 60 1.67 66 1.86 - - 900 1410 1800 4-8-1-1-40 2.89 54 1 1.61 62 1.81 68 2.01 4 2.21 975 1485 1 1875 -- - 66 1.71 74 1.92 80 2.13 88 2.33 1050 1560 1 2025 - - 68 1.85 76 2.07 64 2.28 92 2.50 1125 1635 2175 - •- - -1 78 2.22 1 88 2.45 94 2.67 1200 1710 2250 - - - L- 84 2.34 94 1 9:67--1 100 1 2.81 1275 1 113501 1785 1860 2400 2550 - 1-- - - - - - - - - - - 96 1 102 1 2.75 2.92 1 102 1 1 110 I 2.98 3J7 I "L" HEAOWALLS CIRCULAR PIPE CULVERT HEADWALLS NOTES: 1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND- HEAD RIVET. 2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m (5') UNLESS OTHERWISE NOTED. 3. IF FENCE WiTH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS. EXTEND TENSION ROD TO TOP RAIL. 4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED. 5. POST SPACING IS MAXIMUM 3.0 m (10'). 6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR OPENINGS LESS THAN 450 mm (18"), TIE FABRIC TO POSTS. 7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE". 8. STEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x 1"), MINIMUM, SPACED AT MAXIMUM 400 mm (16"). 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. � RECORD ]DOCUMENT These Record Dlocuments have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of.this information and shall �PROFEss�p O t N responsible for any errors or omissions 5� oP�`D S• ted herein as a result No, 4397,63 r P.6/3a/0,P 7TE N �9�pF ML �P \\ CA IF AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 600-1 CHAIN LINK FENCE AND GATES Steel SHEET 3 OF 3 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WINPREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A CITY Of FONTANA DILIGENT MANNER, THE CITY ENGINEER MAY 8353 SIERRA AVENUE REQUIRE REVISIONS TO THE PLANS TO FONTANA, CA 92335 BRING THEM INTO CONFORMANCE WITH (909) 350-7644 CONDITIONS AND STANDARDS iN EFFECT BENCHMARK IN 1 11 U0 011611111", WNW#! IF, SPIKE IN POWER POLE AT THE CORNER OF CITRUS AVENUE AND LOS CEDROS AVENUE ELEVATION. 1467.59 or 600 mm Min I 19 mm Chamfer 450- -t 19 mm Chamfer 450 __=1_7 T otric S- 200J iL .� 200 -� �.- L FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL CMP ARCH SIZE H SINGLE L Steel Conc L DOUBLE Steel Conc MM mm mm kg m3 mrn kg m3 530x380 885 2000 20 0.61 3000 28 0.91 610x460 9GO 2300 22 0.74 3500 32 1.10 710x510 1010 2600 28 0.85 4100 40 1.32 885x614 1110 3200 38 1.11 4700 54 1 1.58 106Ox740 1235 3800 50 1.40 5500 66 1 1.95 1240x840 1335 4400 58 1.70 6400 1 78 2.37 1440x970 1450 5200 70 2.13 7450 1 96 1 2.91 1620x1100 1585 5800 80 2.50 8200104 70 3.36 180Ox1200 1685 6400 88 2.89 9100 116 1 3.88 STRAIGHT HEADWALLS �- 19 mm Chamfer -•, •- �/2 -_125 (Z - --'1 -- -�� i�I- -4 Lco:> i t I IS I Corner Steel F,Hl T Detail SECTION A -A S 204- 190 90 �..-1 190,230•- I 230 --I 610 !� 610 FRONT ELEVATION SECTION "L" "L" HEADWALL HEADWALL CMP ARCH SIZE NOTES L �2 I. No deduction made in auantitics for thickness MM of pipo walls. mm 2. AD reinforcing steel 013 bars. AI? vertical and 230 horizontal tle bars 450 mm mQxrmum spacing. Nrl 3. Length of wall "W" may be var led to suit m3 conditions encounsered In the field. and stralgrA -190 fine interpolation may be used to ealcu'aFe 190--( 1 quantities. n 4. Quantities fare for design purposes omy. 610 0.74 SECTION. SINGLE & 0.89 DOUBLE HEADWALLS L04 �- 19 mm Chamfer -•, •- �/2 -_125 (Z - --'1 -- -�� i�I- -4 Lco:> i t I IS I Corner Steel F,Hl T Detail SECTION A -A S 204- 190 90 �..-1 190,230•- I 230 --I 610 !� 610 FRONT ELEVATION SECTION "L" "L" HEADWALL HEADWALL CMP ARCH SIZE H L �2 LENGTH Or W 1000 1450 1900 2350 2800 Steel Conc Steel Conc Steel Conc Steel Conc Steel Conc MM IMM mm kg m3 kg m3 kg m3 kQ m3 kg m3 530x380 885 1000 26 0.74 30 0.89 34 L04 40 1.18 44 1.33 610x460 960 1150 28 0.84 32 LOO 36 LIS 42 1.30 50 1.46 710x510 1010 1300 32 0.93 36 1.09 40 1.25 44 i.41 52 1.57 885x610 1110 1600 44 Ida 50 1.30 54 1.47 62 1.64 70 1.81 1060x740 1235 1900 52 1.36 58 1.54 62 1.72 70 L90 76 2.09 1240x840 1335 2200 58 1,58 64 1.77 70 1.96 76 2.16 82 2.35 1440x970 1460 2600 64 1.89 72 2.09 78 2.30 84 2.51 92 2.71 1620x1100 1585 2900 84 2.16 90 2-38 96 2.60 104 2.82 112 3.04 1800x1200 1685 3200 90 2.44 96 2.66 104 2.89 112 3.12 120 3.35 "L" HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS CONSTRUCTION NOTES STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PIPE HEADWALLS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN 2g REMOVE EXISTING AC PAVEMENT 30 CONSTRUCT AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE -GENERAL NOTES 36 & 37) Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 l z-15 -dd- David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) JUNIPER AVENUE - SEE SHEEP 4 FOR � CENTERLINE PROFILE I PAVEMENT REPLACEMENT DETAIL SCALE: , = 20 *NOTE: 4-1/2' TOTAL AC PAVEMENT THICKNESS (FUTURE 0. V OVERLAY BY OTHERS) QROFESS /0N CITY OF FONTANA CALIFORNIA oP�� S. "A�%� F� STORM DRAIN IMPROVEMENT PLAN � m DRAWN BY. JUNIPER AVENUE FROM SCALE: AS NOTED a Exp. s/ 0/076 � oEs�cr,Eo BY: BASELINE AVENUE TO DATE: * * AE SOUTH HIGH . ND AVENUE NOVEMBER, 2004 �9r c I v I � R��P CHECKED BY: APP VED BY: DRAWING NO.: 1O FOFCALIF� ml DATE: (Z -141'-41K CfTY EN EER R.C.E. 51152 3614 11 Filename: M: \dwg \ 149U/ \tinal design \sd \JUNIF'LK 5U 1 U.dwg