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HomeMy WebLinkAbout2590-6A It W N K �- wp L N < r r.rA CUP* OPENING CATCH BASIN (S) I' I _ POINT A CURB'^ I POINT • POINT C l POINT 0 CURB ' A . TR : Gi)TTEN + t►pOOE ARaG RA POINTE t , POINT f . A Lw B POINT C u J-- DIRECTION OF FLOW PLAN DIRECTION OF FLOW It I iIL I` 11 N K Wo L N =u LrI 1 POINT D T POINT A POINT • V POINT C FLOW LINE FLOW LINE PROFILE CASE A rW i N ,L' wD L N '}' u r < r CURB OPENING F CATCH BASIN (S) «^ ca CURB - PONT A OF' , POINT • PONT t Sr? PONT D CURB a • t Gy' GUTTERJ - r t�`1.1►b�E 4(�F c140f POINT E S i i POINT F PLAN C PONT G e DIRECTION OF FLOW -+ r DIRECTION OF FLOW C• os N L Wp L N ^ POINT 0 + POINT A - POINT B 11 .11111 C FLOW LINE • : FLOW LINE PROFILE .} CASE B M I- 6' M 1' s• M, G. OR VAR r VAR. L VAR.L VAR. r , I-� 2� • • RIDGE .��. VALLEY CURB p. FACE + N - . =1• VALLEY : =1• -0: L SECTION A -A SECTION B -B SECTION C -C W H N L wD L T N i a r T CUM OPENING CATCH BASIN (SI CURBSIDE GRATING D WITH GRATINGS) 2 CATCH BASIN (S)- 1 C, (SEE SHEET 1) CuR• POINT A POINT +• i POINT C POINT DB GUTTER L --------J ' - . R RAI MT POINTE A VALL V VtuL y R4 + POINT F - D C POINT G r PLAN CASE Fu N K wp L N r CURB OPENING CATCH BASIN WITH D SCUM OPENING CATCH BASIN WITH W! GRATING IS I AND DEBRIS - MANHOLE IN STREET Nh V SKIMMER * Nj - I �= - CUM POINT A-/ POINT BI + POINT C POINT D CURB i J �,� i GUTTER j ^ y 1 Vµ� N VALL y R POINT E + POINT F Ls"D LE POINT G PLAN --DIRECTION OF FLOW W u u - �, CSE Q i� t � 1• N L CAS C wD L N _ ur r ----I_1 _ 1 r- %1 ------ I -TJ, POINT 0 t POINT A POINT • CA C i FLOW LINE - (CA E 0 FLOW LINE PROFILE CASES C AND D M 1' 2'-2 - FOR MANHOL 1 M 1- A 2'- 1 fFOR FRAME OR VAR. r AND GRATING li VAR. I STRAIGHT GRADE ell I�- CUR• , ;i. � O ACE + = s. :� •�• VALLEY Il ,:- _#•__X.94: MANHOLE f ^ SECTION E -E FRAME AND GRATNG SECTION D -D K WD K YI= CURB OPENING uCATCH BASIN (S� �< I I I I I I )i <r W r I - I i c tR'V`POINT B POINT C VRCUR B CUM y B 'E' tfY` GUTTER 1 POINT E PLAN C (SEE SHEET 1) x` CASE E Wic K WD K I !Zr CURBSIDE GRATING CURB OPENING CATCH BASIN (S) CATCH BASIN (S) WITH GRATING (S) I Ny� C, (SEE SHEET 1) -----� -- POINT C- I -C-• -B 1444�hr'y GUTTER Z MPOINTP ------------J POINT E J�%11 PLAN POINT R CASE F = K W K < CURB OPENING CATCH BASIN WITH GRATING(S)--_----_---_ I ;1~ AND DEBRIS SKIMMER I I- � V C CURB WP I CC \J PONT C SrAA'G CURB v 1 �, Mr G4 s l S�P'`POINT B I - CURB OPENING CATCH BASIN <<f► ,Of GUTTER I1 �_-_ WITH MANHOLE IN STREET ---J POINT E --_ C(SEE SHEET 1) POINT P POINT S PLAN DIRECTION OF FLOW i J W<0 Ju CASE /SC ` G iil 20 � rr 7eK WD K� 2u rr _1 ou z � _'�A7 T _PINT P I T FLOW LINE (CASE E) CA POINT C CAS AND G) TRSE E AMD 6) FLOW LINE PROFILE CASES E. F AND G NQS \ 1. ALL EXPOSED EDGES SMALL BE ROIJNDED TO A 1/2 -INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN) 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINSHED STREtT SURFACE. 4 IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET M, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY THE ELEVATIONS OF POINTS P AND R SHALL K SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C. RESPECTIVELY THE ELEVATION OF POINT S SHALL BE SET No HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION. THE ELEVATION OF POINT E SHALL BE SET H, HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: - H = NOTED ON THE PROJECT PLANS. HI - NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 2 FEET. K = 5 FEET. L = 6 FEET. M - 4 FEET. N - 5 FEET. WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SMALL K • INCHES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED •Y TIE APWA#OC MANHOLE SHAFT WITH STANDARD PLAN PROMULGATED BY THE ArwA Aoc JOBIT COOPERATIVE cowNms LOCAL DEPRESSIONS AT CATCH BASINS 313-0 lINN uSE WITH STAHM D SPECFICATIONS FOR PUBLIC WORKS CONiMICT1ON UK WITH STANDARD :PECI ICATRONN FOR PUBLIC WORK: COIgT11UCT10M r K WD K YI= CURB OPENING uCATCH BASIN (S� �< I I I I I I )i <r W r I - I i c tR'V`POINT B POINT C VRCUR B CUM y B 'E' tfY` GUTTER 1 POINT E PLAN C (SEE SHEET 1) x` CASE E Wic K WD K I !Zr CURBSIDE GRATING CURB OPENING CATCH BASIN (S) CATCH BASIN (S) WITH GRATING (S) I Ny� C, (SEE SHEET 1) -----� -- POINT C- I -C-• -B 1444�hr'y GUTTER Z MPOINTP ------------J POINT E J�%11 PLAN POINT R CASE F = K W K < CURB OPENING CATCH BASIN WITH GRATING(S)--_----_---_ I ;1~ AND DEBRIS SKIMMER I I- � V C CURB WP I CC \J PONT C SrAA'G CURB v 1 �, Mr G4 s l S�P'`POINT B I - CURB OPENING CATCH BASIN <<f► ,Of GUTTER I1 �_-_ WITH MANHOLE IN STREET ---J POINT E --_ C(SEE SHEET 1) POINT P POINT S PLAN DIRECTION OF FLOW i J W<0 Ju CASE /SC ` G iil 20 � rr 7eK WD K� 2u rr _1 ou z � _'�A7 T _PINT P I T FLOW LINE (CASE E) CA POINT C CAS AND G) TRSE E AMD 6) FLOW LINE PROFILE CASES E. F AND G NQS \ 1. ALL EXPOSED EDGES SMALL BE ROIJNDED TO A 1/2 -INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN) 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINSHED STREtT SURFACE. 4 IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET M, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY THE ELEVATIONS OF POINTS P AND R SHALL K SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C. RESPECTIVELY THE ELEVATION OF POINT S SHALL BE SET No HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION. THE ELEVATION OF POINT E SHALL BE SET H, HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: - H = NOTED ON THE PROJECT PLANS. HI - NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 2 FEET. K = 5 FEET. L = 6 FEET. M - 4 FEET. N - 5 FEET. WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SMALL K • INCHES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED •Y TIE APWA#OC MANHOLE SHAFT WITH STANDARD PLAN PROMULGATED BY THE ArwA Aoc JOBIT COOPERATIVE cowNms LOCAL DEPRESSIONS AT CATCH BASINS 313-0 lINN uSE WITH STAHM D SPECFICATIONS FOR PUBLIC WORKS CONiMICT1ON UK WITH STANDARD :PECI ICATRONN FOR PUBLIC WORK: COIgT11UCT10M r K WD K YI= CURB OPENING uCATCH BASIN (S� �< I I I I I I )i <r W r I - I i c tR'V`POINT B POINT C VRCUR B CUM y B 'E' tfY` GUTTER 1 POINT E PLAN C (SEE SHEET 1) x` CASE E Wic K WD K I !Zr CURBSIDE GRATING CURB OPENING CATCH BASIN (S) CATCH BASIN (S) WITH GRATING (S) I Ny� C, (SEE SHEET 1) -----� -- POINT C- I -C-• -B 1444�hr'y GUTTER Z MPOINTP ------------J POINT E J�%11 PLAN POINT R CASE F = K W K < CURB OPENING CATCH BASIN WITH GRATING(S)--_----_---_ I ;1~ AND DEBRIS SKIMMER I I- � V C CURB WP I CC \J PONT C SrAA'G CURB v 1 �, Mr G4 s l S�P'`POINT B I - CURB OPENING CATCH BASIN <<f► ,Of GUTTER I1 �_-_ WITH MANHOLE IN STREET ---J POINT E --_ C(SEE SHEET 1) POINT P POINT S PLAN DIRECTION OF FLOW i J W<0 Ju CASE /SC ` G iil 20 � rr 7eK WD K� 2u rr _1 ou z � _'�A7 T _PINT P I T FLOW LINE (CASE E) CA POINT C CAS AND G) TRSE E AMD 6) FLOW LINE PROFILE CASES E. F AND G NQS \ 1. ALL EXPOSED EDGES SMALL BE ROIJNDED TO A 1/2 -INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN) 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINSHED STREtT SURFACE. 4 IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET M, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY THE ELEVATIONS OF POINTS P AND R SHALL K SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C. RESPECTIVELY THE ELEVATION OF POINT S SHALL BE SET No HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION. THE ELEVATION OF POINT E SHALL BE SET H, HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: - H = NOTED ON THE PROJECT PLANS. HI - NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 2 FEET. K = 5 FEET. L = 6 FEET. M - 4 FEET. N - 5 FEET. WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SMALL K • INCHES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED •Y TIE APWA#OC MANHOLE SHAFT WITH STANDARD PLAN PROMULGATED BY THE ArwA Aoc JOBIT COOPERATIVE cowNms LOCAL DEPRESSIONS AT CATCH BASINS 313-0 lINN uSE WITH STAHM D SPECFICATIONS FOR PUBLIC WORKS CONiMICT1ON UK WITH STANDARD :PECI ICATRONN FOR PUBLIC WORK: COIgT11UCT10M .© PAUL . HUDDLESTONJ JR. DATE - 1116 � No.35275 * x•9/30/99 AF' �L COVER FOR 24" CLEAR OPENING FRAME BOTTOM PLAN OF COVER R•131/1{- SYMMETRICAL ABOUT E - - - ,111/32' T1? DETAIL OF FRAME NOTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 358. 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. COVERS SHALL BE CAST WITH THE LETTER 'D' FOR STORM DRAINS AND 'S" FOR SEWERS AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER -D' OR 'S' SHALL BE APPROXIMATELY 2'/2 INCHES HIGH WITH '/2 -INCH LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME 5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. _ 6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 1100/9. 7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 POUNDS. 9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 2/. -INCH X 3/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITH %-INCH RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED •Y TIE APWA#OC MANHOLE SHAFT WITH STANDARD PLAN WIM,N wff comma VLGATED BY THE ""cwom 24 -INCH MANHOLE FRAME AND COVER 630-1 1!M uSE WITH STAHM D SPECFICATIONS FOR PUBLIC WORKS CONiMICT1ON USE WITH STANDARD SPECIRCATWNS FOR PUBLIC WORKS CONSTRUCTION MANHOLE FRAME AND COVER PER STD. PLAN 630 ci- R ■ 2' ec ' 4' \ n z � ' s N 1 S• ZD 36' DIA. MINIMUM FINISHED GRADE OR SPECIFIED ELEVATION MANHOLE FRAME COLLAR. CLASS C MORTAR AND COVER PER STD. PLAN 630 STD. CONCRETE RINGS. 3'. I 6' OR 16' IN THICKNESS. SEE NOTE 6 --WHEN POSSIBLE USER 2' 4-2 1/2' RINGS . I OR EOUIVALENT 18' MAXIMUM • 24• � •4 WIRE • SEE RING SECTION DIA. HOOPS FOR JOINT DETAILS D ---\-@2 COILS. �7 REQUIRED � 6• •2 TIE BARS v I • 4 REQUIRED 10 c%, r--- I ECCENTRIC PRECAST 1 CONCRETE CONE i VARIABLE LENGTH PRECAST CONCRETE L ?- SECTIONS. 6' MIN. THICKNESS FOR PLAIN CONCRETE. 4' MIN. THICKNESS ' FOR REINFORCED CONCRETE 36' SPECIAL MH RCP WITH A CIRCULAR CAGE AND IOOOD MINIMUM 3 6' ANY STANDARD 36 PIPE END 5' ■ 2' PIPE SEAT. CLASS C MORTAR VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT 2 1/2' RINGS SHALL BE REINFORCED WITH TWO 1/4' ROUND STEEL HOOPS: 6' AND 8' RINGS SHALL BE REINFORCED WITH FOUR HOOPS. TIED WITH NO. 14 5 3/4' GAUGE WIRE 8' OC 2 1/8' 1 1/2- 5 2' I/4• 1 5/8'Fi/4' m n 71 N co - - N cr - - o N -71/2'1 -INSIDE DIAMETER 24' c 1 1/4' rnl r . CROSS SECTION OF REINFORCED CONCRETE RING NOTES 1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478 AND ALL CONCRETE SHALL Bl PER SSPWC. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. 3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT- INGS WHERE REOUIRED BY THE PROJECT DRAWINGS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15. OC. 6. THE ECCENTRIC MANHOLE. SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN 0ONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6•. 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 630 24 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED •Y TIE APWA#OC MANHOLE SHAFT WITH STAIDARDPLAN 324-0 '°•'T COOPERATIVE conNRrrTEN ECCENTRIC REDUCER „»2 uSE WITH STAHM D SPECFICATIONS FOR PUBLIC WORKS CONiMICT1ON