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Home My WebLink About2644-4L BAR 3 x 3/8 _ L 15M O 300 mm(04412'l FACE PLATE `-- �WELDED ON 6'-0' MAX. ASSEMBLY TOP SLAB REINFORCEMENT 6' -O' MAX. BOTTOM OF EACH WAY FACE PLATE ASSEMBLY STREET, GUTTER, (SEE CATCH BASIN STANDARD PLAN) . � -5 mmtl/4')R OR LOCAL DEPRES- E BARS -2 ABOVE B THE RACK AS CONTOURS, cr SION SURFACE' 2 BELOW OPENING STIFFENER, TYP, o BAR 3 x 3/8 BAR 3 x 3/8 TYP. NECEENSSRARY ! ,� C BARS 15M O 450 mm + � .• WELDED ON 1/4 _ IS 6'-0. OR giff i*4 O 18') o 1 BOTTOM OF �--<TYP. - n 104 mm L 3s 2 O �Q 300 mm 02') MIN. mW REAR WALL FGREATER(�' }'� (4')R a W �- SLOPE Q �Q 1 50 mm THE RACK AS '^ I _ • STIFFENER, 21 � � 4r t/2' x 7' EXIST. OR7� W FLAW LINE v v � 75 mm qty 4� .''o'�`�• vu' E BARS WHEN5LARY �cy`�• /I LHONN�TLT' PROP. HEAD- I/44 - TYP. m FACE `(3 )R aQ2��a t\�. 75 mm t3'} MIN. • . t2') CL. G BARS / NO U 5 WALL �%T�-� • PLATE- DOWEL .� p !T'' _ C BARS IS 6'-0 OR -�' EMBEDMENT. (TYP.) O 1 i.• A'' M GREATER % TYP. 9L ®z SCORING 0 �' z titi '� `* o A 300 mm (12") MIN, :' e e M -. D BARS / 2'-6' MAX. C(SHH.2) ` 1 1— w0 LINE CURB► LINE N �' ; > �y'� �f � f AF BARS BARS 50 mm, . ` fj 'Q� E M 50 mm SYMMETRICAL / "� (TYP.} '��: 2 EXTRA 15M1r4) !STEPS- a (2') CL. t21 CL. ABOUT 4. } ' '�► irides.. ON 2 SIDES OF ;.�•. ;. • r• ,,n 13 BARS 1 _ B - . _- , B MANHOLE FRAME I ► 1O� r�ri� :;`. '�' �'e X AND COVER (4 )MIN. a -OUTLET �� y _ 300 m 7 In- i '-;,� 1 �► J CONDUIT L CATCH BASIN (12 }MAX. (3')R �\ Y _ c► �\ E BARS -2 ABOVE 0 X A � a j A.y mz - SH.2) MANHOLE FRAME 0 � - - --- 40 --- _ w 2 BELOW OPENING _ _ cp }-. �•_ AND COVER +� „ H �M o a I w°� - 15M to 450 o�' SYMMETRICAL wL m c s ISM Cr 4507. rri�in rC(SH.2) C -"_wo ABOUT. __ -, w �..O 18 l (04 O lolll �►+ tea. DETAIL"E" ® - C BARS F=RONT WALL X/3 BOTTOM SLAB �� ?_ 6 MAX. (S H. r �0 OPTIONAL SUBGRA08 CONNECTOR PIPE � SECTION A- A (MIN.) � OUTLET -1p D'� •D(SH.2) (TYP.) - o� CATCH"BASIN IC ., cONouIT }_ " �--�� B CONNECTION TYPICAL REINFORCEMENT DETAILS 4_ 1/2"11 x 7 LONG I /' EXIST. OR BOLT AND NUT 5' G >_ 00 PROP. SLOPE i �` STEPg � � �•. oct � EXIST. OR PROP. �2'� v EMBEDMENT, TYP. i- }-- HEADWALL AND M�` s' a BAR 3 x 3/8, TYP. , A+ ��- - E a _ l \„� SECTION A� A �'►�O WINGWALL f rYp� �� '� t- CASE B ,�, w . W IL 1/2' BOLT AND NUT, TYP. BAR 3 x 3/8, TYP. PLAN N v I 100 mm 200 mm(E3') CASE A ter --15. ' PLAN " u L. _ J IOMc:41 P ' SEE 5ECT. C -C. SH.2, ` 90° E CORNER CONNECTION iv7 FOR DETAILS m SEE SECT. C -C. SH.2, ,. a Z - --I--. OR DETAILS SEE SECT. D -D, DOWEL (TYP.) ( SH. 2. FOR DETAILS P � • 1 PLAN DOWEL DETAIL D BARS -2 ABOVE a M I SEE SECT. D -d. ------- Ap 2 BELOW OPENING H.2. FOR i �C I DETAILS I /4 J -- OUTLET CONDU I T CONDO T-- CONC. SUPPORT CONC. SUPPORT -/SECTION SECTION A -A DETAIL"F" 1/4 - TY,P , tSH.2) DETAIL"F" E 'R PROF'. - (SH.2)-� H ..i_ AND rn /�` ~in --. �• W. SLI ""IST. OR PROP. 4 HEAOWALL / fTrA k i SLOPE TYP. I/4 STABILIZED i `` D TAI " i CONC. CONC. _ _E L E .SUPPORT (SH.2) SUPPORT loe 3'1 REMOVABLE N VABLE PORTIOI' PORTION (TYP.) (TYP.) DETAIL."E"�/ CASE A CASE B (SH.2) ELEVATION ELEVATION Y --EXIST. OR PROP. n Aft • .Cf --.- STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS WINGWALL t 1/2' � BOLT AND NUT AN CONC. SUPPORT NOTES: C • 1 1/2' REINFORCEMENT MAX MAX I IF REOUIRED IN FRONT REAR BOTTOM END W V OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(l') DEEP SAWCUT CONTINUOUSLY AROUND I ,.;;.;-..;: 150 mm 150 mm N WALL WALL SLAB WALL 1.0 W3.59 2.4 m(81 150 mm(6') 150 mm(6') N R R 0 E E 1.0 W3.59 3.5 m(129 200 mm(81 200 mm(80) 140 mm (5 1/42) I/4 TYP. 12' MIN.1 4, A. S., 3" MIN. COVER 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL. HAVE A LONGITUDINAL 3.5 m 2.0 WT) 1.8 m(6') 150 mm(6') 150 mm(6') 1 0 N U F 1 R 0 R xE� R E i C D / E M R j E E .2.0 m(7")'� 3.5 m021 200 mm(8') 200 mm(8m) 4.0 m(141) 1.2 m(49 150 mm(6') 150 mm(69 B = 970 mm(3' -2') 2.4 m(8') 150 mm(6') 200 mm(80) 4.0 m(1493.5 m(129 200 rnm(8•) 250 mm(104) 150 mm 260 mm (10 1/4') 1.2 m(49 150 mm(60) 150 mm(6') 0 a r U / / 1.8 m(6') 150 mm(60) 200 mm(8') 2.4 m(8') 200 mm(8') 200 mm(80) ti M i "E a, R N / E / % 3.0 m(101) 200 mm(80) 250 mm(100) t79 3.5 m(121) 200 mm(80) r250 mm(100) T D FOR W > 9 M(289. V 3.5 m(12' } OR 8 ) 1.2 m(4') SEE PROJECT PLANS HEADWALL OR uAil . ., x _p/ %j - ---- -------------.. SIDE AND END WALL STEEL WINGWALL t 1/2' � BOLT AND NUT AN CONC. SUPPORT NOTES: C • 1 1/2' E F z . • "�j ROUNDED CUTOFF 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED V BAR 3 x 3/8 TYP. i/A I POINT SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE BARS I- N POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS BARS - 1 1/2' BAR 3 x -�- 3/ /777T" - -••77/ �7---- �� OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(l') DEEP SAWCUT CONTINUOUSLY AROUND I ,.;;.;-..;: 150 mm 150 mm N THE EXTERNAL PERIMETER OF THE CATCH 3ASIN WALLS. INCLUDING ACROSS THE FULL WIDTH 115 mm (4 1/40) z M OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE, 450 mm 081 (3.5') COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. (6.1 +3@ 24" Q 2. ALL CURVED CONCRETE SURFACES SHALL EE FORMED BY CURVED FORMS, AND SHALL NOT BE 1275 mm (51') . .' SHAPED BY PLASTERING. 140 mm (5 1/42) I/4 TYP. 12' MIN.1 4, A. S., 3" MIN. COVER 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL. HAVE A LONGITUDINAL 3.5 m 200 mm AND LATERAL SLOPE OF 1:12 MINIMUM AND 1: 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE 240 mm (9 1/4') 750 mm (30') EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE 1500 mm (60') _SECTION C -C (SH. I) SECTION D -D (SH. 1) THE SAME AS THE GUTTER GRADE. SLOPE 171-OOR FROM ALL DIRECTIONS TO THE OUTLET. (3.51) (121) 4. DIMENSIONS: (80) � o OFCAI�F B = 970 mm(3' -2') DESIGNED BY: V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE, CURB AND THE INVERT OF 300 mm 300 mm (120) MIN. 021 MIN. O 75 mm (3") R15M 0 A \\ (+4 0 8) mm C BARS ,50 MAX. MAX. SIDE AND END WALL STEEL C A a 8 C D E F G W V t tf BARS BARS BARS BARS BARS BARS I 2.4m 150 mm 150 mm N 375 mm 051 115 mm (4 1/40) 1125 mm (45') 190 mm (7 3/4') 450 mm 081 (3.5') (8') (6.1 (60) .'."`. 1275 mm (51') 215 mm (8 1/2'} 600 mm (241 140 mm (5 1/42) 1350 mm (54') 1 In 3.5 m 200 mm 200 mm 240 mm (9 1/4') 750 mm (30') 165 mm (62) 1500 mm (60') 240 mm (9 i/24) 825 mm (331 (3.51) (121) (811) (80) � o OFCAI�F `n DESIGNED BY: BASELINE AVENUE FROM 10+00 TO 12+74 DATE: 2m 1.8 m 150 mm 150 mm 260 mm (10 1/4') 975 mm (391 190 mm (70) 1725 mm (690) 280 mm (10 3/4') (7') t69 (60) (6.) 2 m 3.5 In 200 mm 200 mm t79 (129 (80) (80) --'- -- 4m 1.2m 150 mm 150 mm 15M 0 300 mm 15M 0 450 mm (149 (4') (60) (6.) (+4 O 126) (+4 O 184) 4 m 2.4 In t50 mm 200 mm 15M 0 300 mm 15M 0 450 mm 049 (81) (69 (8•) (+4 0 120) (+4 O 186) 4 In 3.5 m 200 mm 250 mm 15M O 150 mm 15M 0 450 mm 049 029 (8.) (100) (04 0 61 t+4 O 181 a' 9m 1.2m 150 mm 150 mm 13M0600mm 15M0450mm (289 (41 (61 (6.1 (*4 O 24') (+4 O 180) 9 In 1.5 m 150 mm 200 mm 15M 0600 mm 15M 0450 mm (28') (59 (6') (84) (+4 0 24') 04 0 181 9 In 1.8 m 150 mm 200 mm I5M 0 450 mm 15M O 450 mm ' (289 (69 (60) (80) (*4 O 18') (*4 O 18•) 9 In 2.1 In 200 mm 200 mm 15M 0 425 mm 15M 0 450 mm (281 (7') (8') (80) (+4 O {71 (+4 O 18') 9 m 2.4 m 200 mm 200 mm 15M O 325 mm 15M O 450 mm (28') (8') (89 (88) 04 O 138) 04 O 184) 9 In 2.7 m 200 mm .250 mrA 15M O 375 mm 15M 0 450 mm (281) (91) (80) (10') (+4 0 151 (•4 O 180) 9 m 3.0 m 200 mm 250 mm 15M 0 300 mm 15M 0450 mm (2e1) (101) (80) (104) (+4 O 122) 04 O 180) 9m 3.3m 200 mm 250 mm 15M0375mm 15M 0 250 mm 15M 0450 mm 15M 0 450 mm (281) (111) (88) 1 (100) (+5 0 15') (+4 0 100) (+4 0 184) (+4 0 18') 9m 3.5m 200 mm 250 mm20M0450mm 15M0225mm15M0450mm15M0450mm (281) (121) (81) . (104) (+6 0 180) (+4 0 9') (+4 0 18') (+4 0 18') FOR W > 9m (28' 1 OR 8 > 1200mm (4') SEE PROJECT PLANS PLAN SIDE CONNECTION CURB OPENING CATCH BASIN REINFORCEMENT STRUCTURAL DATA t SIDE AND END WALL STEEL C DBE 1.2 m (4') 150 mm (60) C Dae 8 t BARS BARS 8 t BARS BARS 300 mm (12') 115 mm (4') 0 a'... E 0 .. , - 1050 mm (42') 190 mm (7 1/21 ^� 0 ; E E o N 375 mm 051 115 mm (4 1/40) 1125 mm (45') 190 mm (7 3/4') 450 mm 081 115 mm (4 1/22) 1200 mm (489 215 mm 18') 525 mm t211 140 mm (51 1275 mm (51') 215 mm (8 1/2'} 600 mm (241 140 mm (5 1/42) 1350 mm (54') 240 mm (91 675 mm (27') 140 mm (5 1/29) 1425 mm (57') 240 mm (9 1/4') 750 mm (30') 165 mm (62) 1500 mm (60') 240 mm (9 i/24) 825 mm (331 165 mm (6 1/40) 1575 mm (63') 260 mm (10') _ � o OFCAI�F `n DESIGNED BY: BASELINE AVENUE FROM 10+00 TO 12+74 DATE: 900 mm (36') 165 mm (6 1/2') 1650 mm (66') 260 mm (10 1/4') 975 mm (391 190 mm (70) 1725 mm (690) 280 mm (10 3/4') 1800 mm (720) 280 mm (IL') FOR 8 GREATER THAN 1800 mm (720) SEE PROJECT PLAN E / N � 50 mm t G BARS 50 G BARS mm (2'1 CL. �A _vim • E u G BARS tn M TYPICAL REINFORCEMENT DETA I LS E STAINLESS STEEL 4. BOLT a NUT THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). I/2' � x 7' HILTI 6AR 3 x 3/8, KWIK-BOLT OR 600C (TYP.) 600C (TYP.) TYP. VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT EQUIVALENT 3• THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS 3. i/4-L�---/TYP. OF NOTE 3,, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(122). 3/8• PROVIDE \SLOTTED VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF NOTES 3/8' 4. CONCRETE HOLE, SEE TYP. 3 x 3/8. (TYP-) SUPPORT( YP.) I DETAIL 'F' THE INLET, NOTED ON THE PROJECT PLANS. 4 I I TVP. a. H = NOTED ON THE PROJECT PLANS. 1. REINFORCING STEEL SHALL BE 40 mm (1-1/2") CLEAR FROM FACE OF -- 5/8' • i/4 r zoCL W = NOTED ON THE PROJECT PLANS. CONCRETE UNLESS OTHERWISE SHOWN. co � I �--" TYP. �- _ _ o _ 5 0 A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE T AT H B N WA TO WHICH THE CONNECTOR PIPE IS ATTACHED 2 REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL 8E CUT V t SIDE AND END WALL STEEL MAX. G BARS 1.2 m (4') 150 mm (60) ISM O 250 mm (+4 0 100) 2.4 m (8') 200 mm (8') 15M O 150 mm (+4 O 6') 3.5 m (12') 250 mm 00') 15M O 150 mm (+5 0 6") FOR V>3.5 m (12') SEE PROJECT PLANS M I- . I- AND HEC C AS I LL BAR 3 x 3/8, oz AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH TYP. -0 . 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH 4• I• (TYP.) BAR 3 x 3/8•. WHERTHE CONNECTOR PIPE E THE CONNECTOR PIPE HSLSHOWN ATAAE�ORNER,AT ETHE CENTERLINENOF OF HEHPIPE sIN.HALL BASIN SHALL BE CUT 50 mm (2"� CLEAR OF OPENING. GRATING CATCH BASIN REINFORCEMENT CONC. SUPPORT, REMOVABLE_ TYP. INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A CONC. SUPPORT,SEE SECTION D -D ORTION SKEW NECESSARY TO INSURE MINIMUM 80 mm(3") PIPE EMBEDMENT, ALL AROUND, WITHIN SEE SECTION D -D THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE, 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE NOTES ELEVATION PLAN USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED CURVED FORM WITH A RADIUS OF 75 mm (3"). I. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (21 FROM DETAIL UE" (SH, 1) IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: FACE OF CONCRETE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN 2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS 5/16 R THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL BE SPACED 300 mm(124) APART. THE TOP STEP SHALL BE 175 mm(7') BELOW -THE TOP TO THE (B) ANGLE A FOR PIPES THROUGH 750 mm (301 IN DIAMETER -- MANHOLE AND PROJECT 65 mm(2-I/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(50). IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES - +BACKWALL. 5. DIMENSIONS SHOWN ON THIS .PLAN FOR METRIC AND ENGLISH UNITS - 1 USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. r" + 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HERElN� ARE NOT EXACT EQUAL VALUES. ' IF METRIC VALUES, ARE USED. ALL 308 MONOLITHIC CATCH BASIN CONNECTION VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT 309 CATCH BASIN REINFORCEMENT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED v 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES BAR 3 x 3/8 312 CATCH BASIN MANHOLE FRAME AND COVER USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. - 635 STEEL STEP DETAIL NF" (S H. () 636 POLYPROPYLENE PLASTIC STEP APPLIES TQ THE TQP AND BOTTOM 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE BARS OF THE REMOVABLE PORTION ONLY METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION NOTES SHALL BE ENGLISH UNITS. ' 1. MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK iS 464 PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK L.R IS 10'-0". 2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 3. THE CONCRETE SUPPORT IS NOT NECESSARY DUATE IF EXISTING OR 300-2 PROPOSED INLET STRUCTURE HAS CURB OPENING CATCH BASIN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 308-1 MONOLITHIC CATCH BASIN CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 309 -1 CATCH BASIN REINFORCEMENT WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 361 ° PHONE (714) 6 FAX 7140 634-1337 INSTALLATION. I I -jv t -I % 4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. PREPARED UNDER THE SUPERVISION 5. IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR AGENCY APPROVED EQUAL FOR COATING. �� OF* CHECKED BY: t:::I APPROVED BY: /�,�'-� DATE. �/�� b, _...-__ CALIFORNIA 6. ALL BOLTS SHALL BE 1/2" IN DIAMETER AND ?` IN LENGTH. ON REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS - FES ��® ,\T Cy 9` �y 7--a 1,,,r�g 1NDER JIT CH UHAN R.C.E. 28466 GATE n A TC CKIr-D 1 STEEL 130LTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A. AND WHERE HEADWALL AND WINGWALL ARE EXISTING. HILTI k, �Q+ 9G Za-EXPIRATION DATE 03-31-2002 KWIK-BOLT OR EQUIVALENT CAN. SE USED. _ No. C28466 I m � I DERE GI EERING INC. N N N DRA1111N BY:• PARCELMAP NO. 15106 SCALE.� �.�,-� SATPAL IMPROVEMENT PLANS As SHOWN C1V11. �� 1818 W. CHAPMAN ASTE, M �l1 _ � o OFCAI�F ORANGE, CA. 92868 DESIGNED BY: BASELINE AVENUE FROM 10+00 TO 12+74 DATE: IhlnrD CIC -DD A A\/CKII IC C-pnkA '711 r, 1:Zr1 Tr, 1 n I nn i - I i%f_ r. [ L_ y[x.71v[\ VLvVi%[I I1vi`j V!l I I- I L[yV1 • I VI I I I Vr% I I_ CSI I Y LNVINELK H.U.E. 2b126 G0At1r+ 97162511 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 361 ° PHONE (714) 6 FAX 7140 634-1337 I I -jv t -I % ,..) I "I \1 \f-1 n V L, f r v I- I I \ v IVI / T" I v. %J%j I v I v T• vv RACK (INCLINED) CHECKED BY: t:::I APPROVED BY: /�,�'-� DATE. �/�� b, _...-__ •7 DR G 0TRASI-1 AIMN N ,. DCl/ DC%/IC10K1 nCCnDIDTIr1KI n A TC CKIr-D PITV n A TC i - I i%f_ r. [ L_ y[x.71v[\ VLvVi%[I I1vi`j V!l I I- I L[yV1 • I VI I I I Vr% I I_ CSI I Y LNVINELK H.U.E. 2b126 G0At1r+ 97162511