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HomeMy WebLinkAbout3743-5II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm €33") INSIDE DIAMETER OR LESS. (EXCEPTION -- IF THE MAIN LIME RCP DOWNSTREAM OF THE MANHOLE IS 900 clam (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81 THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6"). C. IF THE. SIZE OF THE LATERAL. IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL. STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM! FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 904 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO :STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, 16. WHERE A PRESSURE MANHOLE SHAFT -- 914 mm (36") WITHOUT REDUCER 1S SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 frim (36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 3 IETRIC 1 MANHOLE PIPE TO PIPE {ONE OR BOTH MAIN LINE ID'S 825m(33")OIC. SMALLER SI -II ET3OF3 rn 3 v Lo O I 0 V)I Lo N K) LD I I d- tD N Lo C v a. I ' c 'v 0 E o BASIS OF BEARINGS: LEGAL DESCRIPTION: o E BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST v 1 Nom, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN AS SHOWN ON THE AMENDING MAP OF TRACT 13750, BERNARDINO. BLED IN BOOK 250 OF MAPS, AT PAGES 48 THRODU-M w E 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING to ad NORTH 0(Y30'24' WEST. Lo I ' BENCH MARK: L io DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q "' cD CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE j L6 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 675 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 v E FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Z � ON THE NORTHWEST CORNER OF A 10 FOOT WIDE a- CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD •3 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 0 J NAVD 88 - 1508.56 (FEET) TOLL FREE ""qmmPo- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIP110N 9ECOR0D?AWINC -:2 w L . A CURS OPENING w o w C1�TC BASIN (S) E a� w CURD CURB---" POINT l4 'l ,m1 S POINT C'-' �jCi \ . POINT 0 � 1 � y --­ - -S 7'.AMPw-r -1 t POINT E i �"--POINT F d —DIRECTION OF FLOW 0 PLAN � 7�f ' %---'POINT 8 �_ POINT C �PO1r�IT POINT G q FLOW LINE PROFILE ------DIRECTION OF PLOW CASE A �.. N ...." _. �.,: o� to I CURD 30PENIN6 F7 CATCH' BASIN t5. ►� �To I :iv � I a cuZ9 POINT A--� o c�. POINT E `' i � PC31NT I d DIREMIGN OF FLOW == 1� P L.A N w ' d L t I '\-POINT A `--POINT 8 -POINT C FLOW LINE PROFILE 25 450 mm 50 mm � ✓ I2 `} ..,..I .-.. F SECTION A -A. � W POINT G tA. ------DIRECTION OF PLOW AT CATCH BASINS �.. N ...." _. �.,: o� to I L USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION) \,__p LINT p ' �'�--FLOW LINE CASE B tl')25 mni it") 1501rt" ;G.} ?r +:r':� !I•) 150 r,m {6") .+ hi,G,OR V,.P, I !—VAR.R I --•-'ori --� ; RIDGE E .e VALLEY �-� pG VALLEY! I I `r E,r v �` EP .;7 r a. v 'G, .~ a p p p .SECTION B- B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER cs '—POIiiT G ''- -+----DIRECTION OF FL.UN AT CATCH BASINS �.. N ...." _. �.,: ' Z to I L USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION) '-POINT D =fLCtV1 LINE CASE B tl')25 mni it") 1501rt" ;G.} ?r +:r':� !I•) 150 r,m {6") .+ hi,G,OR V,.P, I !—VAR.R I --•-'ori --� ; RIDGE E .e VALLEY �-� pG VALLEY! I I `r E,r v �` EP .;7 r a. v 'G, .~ a p p p .SECTION B- B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ppa+auLe�TEceY THE LOCAL DEPRESSIONS STANDARD PLAN PJ0"C �E�R A `R D4 M `�` �R CO Etii#�t{ Ml�1iTI�E~ AT CATCH BASINS METRIC 313-1 iw REV, low SHEET i OF A USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION) OWNER/DEVELOPER Centex Homes 2280 Wardlow Circle, Suite 150 Corona, CA 92880 Ph: (909) 279-4000 Fax (909) 273-2100 DATE I ENGR. I CITY I DATE ©l /ro SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street Anaheim, CA 92806 Ph: (714) 630-1626 Fax: (714) 630-1916 Q SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. .. ALi EY.PdSEt;GOES SHALL BE ROUNDED TO A 15 nim (HAL; (MCMI RADIUS, 2. THE C'!JR_9 FACE AT POINTS A AND G SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. Tr;E CURB FACE AT POINTS B AND C SHALL BE THE NORMA;. CURB FACE .4F THE ADJACENT CURB PLI,J' H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). � 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED,' THE ELEVATION OF THE MUTER EDGE OF THE LOCAL DEPRESSION SMALL METT THE FINISHED STREET SURFACE. 4, IN NEW STREETS, OR IN EXISTING STREET'S WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H11 HIGHER THAN THE. GUTYL'R FLOP - ELEVATIONS AT POINTS A AND O, RESPECTIVELY. THE ELEVATIONS OF POINTS P ANIS R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H, HIGI•IER :BAN TME ELEVATION AT THE NEAREST GUTTER FLOW LINE. .`1 TER= TFE�E IS NO GUTTER ADJACENT T�7 THE LOCAL DEPRESSION, TH£ ELL VATION OF POINT E SHALL BE SET 11�141CH£R THAN THE ELEVATION AT EHE NEAREST TOE OF CURB. a. GIMENSI0NS: sI NOTED ON TNI; P.RCJECT FLANS. I-II NOM) ON THE PROJECT PLANS. d: - i`10 -IED ON THE ?ROJECT PIANS. H t C4fl T £D ON THE PROJECT PLANS, r 600 mm (2 Feet) I.h m ;5 Feet) L (6 Fant? 1.2 m 14 'eel N, 1.5 In (S Feet) `A'r, CATCH BASIN 411 FOR ONE CATCH BASIN OR DISTANCE BE --WEEN EXTREME ENG WALLS FAIR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 min (8 INCHES). DI`,:ENSIONS SHOWN' ON THKS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EGUA.L "d PM ES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALAIES, EXCEPT REINFORCING GAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNIT'S ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALI.-ES AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET »LIF NOTE.- STANDARD OTE.STANDARD PLAN NO. 313-1 SHEETS 2 AND 3 OF 4 ARE NOT APPLICABLE SEAL -ENGINEER Q�OFESSIONgI � F w ARIC M. TORREYSO No. 66068 Exp. 06-30-06 �ql C I V 11- F OF C A`1F0 AEI-I�CASC E I\I C3 I rN I E E R.I TNI (�A 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 PREPARED BY. ARIC M. TORREYSON R. C. E. NO. 66068 EXP. DATE: - -06 DATE. I/rO CITY OF FONTANA, CALIFORNIA COYOTE CANYON DRAWN BY: TRACT 16325 O.S. STORM DRAIN IMP VEMENT PLANS DESIGNED BY: STANDARPYLAN DETAILS A.T. CHECKED BY: APPR D BY: 7" Z F ip,5 CITY ENGINEER R.C.E. 51152 DATE: SCALE: N/A DATE: JUNE, 2005 DRAWING NO.: 55 3743 1 i