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Home My WebLink About1984-2AW� �z N = U EW,W. E�Qw W s .�n�z=) CURB POIN POINT E �I K I WD ._I L- CURB OPENING F-7— CATCH BASIN (s) F (I I� B s 4505 rn �E POINT B POINT \C' i�'�'T G srRA�cHTG ��. _cRP\G OGS RIDGE�DE La "--POINT F a ud DIRECTION OF FLOW m 0-5 N -.-j-: K — N = ! CURB ` P01 NT D b 1 GUTTER) La --A B \—POINT G PLAN —DIRECTION OF FLOW `2 N ¢z ., W= E L a¢ E�QW cu O = �- �'szc09 CURB POIN." POINT E INT A re sit a i i w i r r,r��f 11 r CAS E A L WD L CURB OPENING CATCH BASIN (S) I) II C � s \—POINT B POINT C T�4"'Gy LQ, ; u —POINT F U- DIRECTION OF FLOW PLAN CU RB FACE + H i ice_ ,I SECTION A -A \-P•OINT D FLOW LINE N CURB POINT D & GIiTTER w Cp 'C POINT G DIRECTION OF FLOW m N z Ls 1 FLOW LIME PROFILE —flow LINE ACAS E B 25 mm (11 150 mm (6-) 25 mm 0") 150 mm (6") to M,G"OR VAR. VAR.' VAR. 50 mm VAR. (21 - RIDGE 7. p VALLEY o ' VALLEY — zi Q o 9i u� -- .,0- a a o p SECTION B -B 25 mm tl") E • •o . E�� v -D D O SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC., GREEN1300K8 OMM17TEE LOCAL DEPRESSIONS AT CATCH BASINS STANDARD PLAN METRIC 313-1 19 REV. 1996 DATE SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION .IIG ;LEvvvv AAA ST TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF 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 FINISHED STREET SURFACE. 4. JN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED= THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND 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 H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUT1-ER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATPON AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS, H1 = NOTED ON THE PROJECT PLANS. Hz = NOTED ON THE PROJECT PLANS, H3 = NOTED ON THE PROJECT PLANS_ G = 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6 Feet) M = 1.2 m (4 Feet) N = 1.5 m (5 Feet) WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR M UTI PLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (B INCHES). 6. 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, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES, AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS ENGR. SHEET4 OF 4 REV. REVISION DESCRW77ON DATE ENGR. CITY DATE o' -s" 2" 151 - 400 100 (7"-16' 4' 401 - 1200 150 17"-4a' 6" nWW N r4 r-i N 00 N• - Nz 28' SEE DWG NO. 1510 O SAWCUT, REMOVE & REPLACE PAVEMENT, CURB 6/3/03 & GUTTER. ADD LOCAL DEP. & DETAILS 4 V4ALL SHOULD CONSTRUCTION OF REQUIRED DWROVOWNTS NOT coMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRM FORTH IN A DILIGENT MANICK THE CITY ENGff4M MAY REQ=E REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT A PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TEL 909 477-6715 FAX 909 941-7260 1:1.5 (VERT. HORIZ.) MAXIMUM SLOPE 150 mm e 50 mm (2") MORTAR CAP CONCRETE BLOCK - E E r - S 127 mm (5") MIN. (SEE NOTE 6) 40 mm (lqz) �50 mm (2-) E Q A B mm (in.) mm (in.) 0 - 150 50 o' -s" 2" 151 - 400 100 (7"-16' 4' 401 - 1200 150 17"-4a' 6" ••e• •c• •a• •e• o .� 310-A-17 PCC �, :°�a. :e.o, :a.�, :a.ra, :a.ra, cv :o•' o: o. (520-A-2500) _a .•o .•o .•a .-o ••e .e .e "A e e 300 mm (12-) 3 COURSE MAXIMUM NOTES: 1. CONCRETE AND CONCRETE BLOCK SHALL BE PER SSPWC. 2. CONCRETE BLOCKS SHALL BE PLACED WHILE THE FOOTING IS STILL FRESH. ALL CELLS TO BE FILLED SOLID M(TH GROUT AND RODDED SO GROUT IS MONOLITHIC WITH FRESH FOOTING. 3. OMIT MORTAR FROM VERTICAL JOINTS IN FIRST COURSE ABOVE FINISHED GRADE ON 812 mm (32") CENTERS FOR WEEP HOLES. 4. POUR FOOTING AGAINST UNDISTURBED NATURAL SOIL 5. NO LIVE LOAD SURCHARGE ALLOWED ON RETAINED SOIL 6. TOP OF FOOTING MAY BE PLACED PARALLEL TO PARKWAY GRADE IF STREET GRADE IS RELATIVELY FLAT AND UNIFORM. (MAX. 5%). 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXCATLY 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE N � N STANDARD PLAN PUBLIC WORKS STANDARDS INC., CONCRETE BLOCK SLOUGH WALL METRIC GREENBOOK COMMITTEE + 6 22 1993 00 r, c V REV. 1895 SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BENCHMARK BENCH MARK: 360 CITY OF FONTANA BENCH MARK # 360 A NAIL IN POLE # 1536704E AT SOUTHWEST CORNER OF LIME AVE. AND BASELINE AVE. ELEVATION: 1376.03 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning „ 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax 1909 356-1795 f . I /oz David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) F U STA 21+7238 LOCAL DON DETAL 2s CASE 'A; W, Kai', L-6; Y1m14; V- 683' SCALE: 1' = 8' VILLAGE PARKWAY Q 0 CONSTRUCTION NOTES Go N r 1��3¢ co LqU0 Ld 00 Lo Lo M + BZW t2 N .- W !7 O1 CONSTRUCT * 4.5" AC PAVEMENT ON COMPACTED NATIVE SUBGRADE PER SOILS REPORT (SEE NOTE * ON SHEET NO. 1 ) 25 CONSTRUCT BLOCK SLOUGH WALL PER APWA STD 622-1 AS SHOWN ON SHT 2A 26 SAWCUT, REMOVE & REPLACE PAVEMENT PER CITY OF FONTANA STD DETAIL NO. 131 27 SAWCUT & REMOVE EXISTING CURB & GUTTER 28 SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT 29 CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-1 CASE "A" AS SHOWN ON SHT 2A 30 REPLACE DAMAGED LANDSCAPING AS NECESSARY c r N � N c c r SIDEWALKJ LL- + Do n ad UJ co ¢ 00 r, c `0: co v, zoo ci Lo a Lo --�N nWW N r4 r-i N 00 N• - U STA 21+7238 LOCAL DON DETAL 2s CASE 'A; W, Kai', L-6; Y1m14; V- 683' SCALE: 1' = 8' VILLAGE PARKWAY Q 0 CONSTRUCTION NOTES Go N r 1��3¢ co LqU0 Ld 00 Lo Lo M + BZW t2 N .- W !7 O1 CONSTRUCT * 4.5" AC PAVEMENT ON COMPACTED NATIVE SUBGRADE PER SOILS REPORT (SEE NOTE * ON SHEET NO. 1 ) 25 CONSTRUCT BLOCK SLOUGH WALL PER APWA STD 622-1 AS SHOWN ON SHT 2A 26 SAWCUT, REMOVE & REPLACE PAVEMENT PER CITY OF FONTANA STD DETAIL NO. 131 27 SAWCUT & REMOVE EXISTING CURB & GUTTER 28 SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT 29 CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-1 CASE "A" AS SHOWN ON SHT 2A 30 REPLACE DAMAGED LANDSCAPING AS NECESSARY EXIST. 12' 27 � WATER VILLAGE PARKWAY c~n U EXIST. m R/W N � N EXIST. m SIDEWALKJ 00 CD + 0 No, 43976 rn Li RC ZW + U N NW p CID 4 0p 00 Nz 28' EXIST. 12' 27 � WATER VILLAGE PARKWAY c~n U EXIST. m R/W HA,y'y�'2 00 CD a0 0 No, 43976 rn Li RC ZW + NWS NW CHECKED BY: clvl%_ ��~P FOF CALlV 4 26 00 28' SEE DWG NO. 1510 u'v zg FOR STORM DRAIN t j W I . a. rN CB#2 VILLAGE PARKWAY'A QROFESS Ioti HA,y'y�'2 DRAWN BY: 0 No, 43976 rn Li RC DESIGNED BY: Exp, 6/30/05 * RC CHECKED BY: clvl%_ ��~P FOF CALlV RC SCALE: 1' = 20' CITY OF FONTANA, CALIFORNIA TRACT N0. 13929-1 APWA STANDARD DETAILS SCAL AS NOTED AL RFSSION DETAILS DATE: qY 2003 AP OVED DRAWING NO.: aA �C a CIN ENGINEER R.C.E. 51152 Mill 6 M:\DWG\15908\SD\LDET0I.DWG RC