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HomeMy WebLinkAbout3389-3LOCAL DEPRESSION ELEVATION TABLE CONST CB SHT. CL STREET CB MIDTEC 0 TOP OF CURB ELEVATION FIN SURF 10'45'54" NOT- No. No. STATION TYPE to 17#9 ASE E A D C D E-1 F G S 30 19 5 61+46.08 APWA 300-2 14' A 93.64 93.74 93.84 94.14 94.26 94.36 93.26 93.78 4" 30 20 4 556+68.87 (556+73.56 APWA 300-2 7' A 78.20 78.28 78.36 78.48 78.57 78.66 77.72 78.09 4" •: NTS S.D. STA) CLASS B PCC 12" DIA. FOOTING - e.: 4 1/2- SQ. 1/4- GALV. STL PLATE d z PROMULGATED PU' GR WOWS (COMM1RD ROS INC.. GREENBOOK CbN.MPTfEE LOCAL DEPRESSIONS (�� AT CATCH. BASINS CAP. WELDED TO POST_ 05' A=5' B=6' ' W 6' 5' 0 [4 (CASE) L- C-); 10'45'54" ,.., 850.00' 80.09' N REFLECTIVE TAPE E-1 N_ _N (3 -M) AMBER c _ELD CURB OPENING I F_ ( 1 300.00' C/I 3 1/2" I.D. GALVANIZED STEEL CATCH BASIN I I I I A a o MI2 U H GALVANIZING 158.59' 844.00' II10 -1_ F 'CIO POST TO ACCEPT CHAIN & PADLOCK z:7POINT 49.83' CURB & CURB A POINT B POINT C POINT D GUTTER CID END LINK TO 4' I.D. SLEEVE POINT E-1 SURFACE POINTE POINT F POINT G ELEVATION TABLE DIMENSION KEY 4" I.D. x 24" LONG 3 0 FOR LOCAL DEPRESSION PER AP17A STD 313-1 •: NTS _ N CLASS B PCC 3 1/2" FENCEPOST TYPE PROMULGATED PU' GR WOWS (COMM1RD ROS INC.. GREENBOOK CbN.MPTfEE LOCAL DEPRESSIONS (�� AT CATCH. BASINS CAP. WELDED TO POST_ i9$4 REV_ 19% ANGLE SHEET 7 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION N A 10'45'54" 159.70' 850.00' 80.09' N REFLECTIVE TAPE 127.94' d- (3 -M) AMBER c _ELD 43.68' 1 300.00' N 3 1/2" I.D. GALVANIZED STEEL 180'00'00" A POST. PAINT YELLOW AFTER - = GALVANIZING 158.59' 844.00' WELD GALV. RING TO 3 1/2" I.D. F 643'03" POST TO ACCEPT CHAIN & PADLOCK 849.00' 49.83' PADLOCK 1315'37" 34.72' 1/4" GALV. CHAIN 8" LONG. W 17.44' CID END LINK TO 4' I.D. SLEEVE SURFACE 4" I.D. x 24" LONG GALV. PIPE SLEEVE " - I " "A •: A _ N CLASS B PCC 12" DIA. FOOTING - e.: 4 1/2- SQ. 1/4- GALV. STL PLATE d WITH 1" DIA. HOLE IN CENTER WELD TO 4" I.D. GALV. ;' - • : :. Co PIPE SLEEVE ' 0 0 1" I.D. GALV. PIPE DRAIN WELD TO CL OF PLATE 0 1 CF GRAVEL WRAPPED IN FILTER FABRIC REMOVABLE BOLLARD DETAIL 6 NTS E2 N K _WD .�- .. -L L -N WF A s v CURB OPENING- - - - - - I NOTE E W a CATCH BASIN (S} >= , a ;� W 'S1 c *oma I ( I I $ 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. w3zc� _ 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE AD AGENT CURB. -- -- -- - - cuRe THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB Ti - CURB POINT A 4(M POINT B R9/ POINT D & S PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). POINT C L Cyr GUTTER 3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION. OF THE �c ORAS s1G� GRgp£A� c'�OF` OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. RgtG�tO{,E RtOgE POINTE ,.e 4. AN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: LI -A B POINT G aw THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hi HIGHER THAN THE GUTTER FLOW LINE "' PAINT F ELEVATIONS AT POINTS 'A AND D. RESPECTIVELY. Q ti -•-DIRECTION OF FLOW � -DIRECTION OF FLOW LANz it z =) HE ELEVATIONS OF POINTS P AND R SHALL BE SET Hx HIGHER THAN THE GUTTER FLOW LINE o � N K ' WD L N I 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. - - �POINT WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT POINT B POINT C FLOW LINE € SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. PAINT A FLOW LINE PROFILE 5. DIMENSIONS: CASE A H = NOTED ON THE PROJECT PLANS, SEE CHART ABOVE N N L W L N----� HI = NOTED ON THE PROJECT PLANS. �z D Hr = NOTED ON THE PROJECT PLANS. h� CURB OPENING - - - - H3 - NOTED ON THE PROJECT PLANS. rr CATCH BASIN E (s) E w < W I G = 600 mm (2 Feet) IZ I I C -- K = 1.5 m {5 Feet} L = 1.8 m (6 Feet) . I - Sr CURB M - 1.2 m (4 Feet) CURB POINT A v�P� POINT B POINT C R`�G,1r. POINT D GUTTER] N = 1.5 m (5 Feet) 1 ���yPvr '�tFyG�ya� WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS ! 5 FOR MUTIPLE CATCH BASINS. = POINTE THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm; '{g .`IhICHES3. d POINT F PLAN C POINT G m 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY E(IUAL U_ DIREC ION OF FLOW --�- -►--DIRECFION OF FLOW a a o VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC - 0° �.�-- - VALUES EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC z c, BAR -SIZES' IF`ENGL1S14-UNITS'-ARE'-USED; ALt VALUES---USED__-FOR`CQf4ISTFtUCTIOIV SHALL BE ENGLISH - _ •- _, VALUES. I._...__.....-- -� POINT D POINT A POINT B POINT C FLOW LINE PROFILE- Flow LINE _ CASE B 25 m (1"} 150 MM (61 25 mm ti") 150 mm is") 25 mm (11 M M,G.OR VAR. 450 mm VAR. -VAR. 50 mm VAR. (21 �• - RIDGE I ( FACE+ H �- ` r E " eCURB p . VALLEY £ .Q VALLEY R jv. I (j( a 9. o p e o C o Q s • a �•- Y p. SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED PU' GR WOWS (COMM1RD ROS INC.. GREENBOOK CbN.MPTfEE LOCAL DEPRESSIONS (�� AT CATCH. BASINS STANDARD 313-1 i9$4 REV_ 19% ANGLE SHEET 7 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDAR[+ PIAN METRIC 313-1 SHEET 4 OF 4 30 LOCAL DEPRESSIONS -AT CATCH BASINS QQ �w 1555 MN- > to .+ 66 Qq� - I +, mo o 55 SIS- i - A j I L -1 I ( i 129:62 - J RB--TRANSITI L=77.87' i 1 i m I OC IAT 'LY; Ct 5.56,E W o i F+ I� PROFILE SCALES HORIZ 1 "=40' VERT 1 "=4' 11 55$+77, IMPROVEMENTS WEST OF STATION -55$+91 BY -OTHERS 545+00 546+00 547+00 548+00 I BEECH AVE I � �s LEGEND: I (I I ( I ( 4 J EXISTING ST LT & A. ■, .N. 228-�31�11 (EXISTING I ( TO BE REMOVED TRAFFIC SIGNAL POLE 's THE ULL�A FAMILY TRU�T1 HP HIGH POINT III PER DWG 9PROTECT I I CL INT sVL114UE u - TC TDP OF CURB ELEVATION UMMIii i r7� ( I 544+95.67 SUMMIT ER IU FS FINISHED SURFACE ELEVATION ( ( -212+38.47 BEECH (S) ,. G SIGNAL POLE FL FLOW LINE ELEVATION I i ( I EXISTIN INTERCONNECT PER GB GRADE BREAK I (III 60 I 49 I / \ BES REMOm D 1 u�+ DWG (3394 / X U o XISTING SIGN ,, OC ON CURB ( I I III 1553.97 +, f ° ,� TO BE REMO U - BC BEGIN CURVE EXISTING ST LT I I) I ( ITC 4 � o o W c I.=' C) I ��i EC END OF CURVE AND TRAFFIC I JJ I U m + cc z + 24 6 FOOT i - o tri � o - - PROP ►_ . PRC POINT OF REVERSE CURVE SIGNAL POLE / , I I _ ®�n J ,`'n o. R/VY "' N + Uj PCC POINT OF COMPOUND CURVEj/ ;--5 TCE TEMPORARY CONSTRUCTION EASEMENT I� �_ N413429 CL CENTERLINE'55�8� - --- �I-----� ---- s - AC PAVEMENT REMOVAL I -J1 \ 2 - 0 � I EXISTING 8 SEINER � / / \'.\ \ `. , \�, \. � s.° � � f, �i5 Te. W - - - - I PER DWG 12799--i - 25 26� 2s c 53 0 ® SHEET MATCH LINE --- -- j ----- - ---- TRACT BOUNDARY / PROPERTY LINE Q -__ --- --- -- - r ---LAW --- 7 \� 1 �� 0 (XXX EXISTING SPOT ELEVATION ---- '---� /, EXISTING R , � LINE y r PER DWG #3210 \ 15 452- 1 A. � - 5 � � NL 41'34'291 95 1553. .5464 0` 1555.40 .FS , 4OO - \ G 7 '� \ - - . 7 144.57 D .. ,. �.\ 'y135 '► �. W 1554.64 JC. 1556.09 TC �s co CONSTRUCTION NOTES �� w -�I I� ^Q1553.97 FS _� o 38 ,555.42 FS 17 .E 14 E V /---_------ s" PROP 38 zn 2" WATER CCM IC N O - --------j` CONST. 7" A.C. ON 12" COMPACTED NATIVE PER SOILS REPORT. _-------- --�====1�y O CONST. 8 CURB & GUTTER PER CITY STD. DETAIL 1003. 7 SAWCUT AND REMOVE EXISTING AC PAVEMENT - X48' , 49' i' ' m C:) C> BAY PER 1 (IST EXISTING ST LTA r \ ' v - - -w �_L�,//" oo 'LAN_ 2779 R , �... 11 INSTALL STREET LIGHT 22,000 LUMEN. AND TRAFFlC I �s , , ss `l' oho p' `!' N _:0 PROTECT IN PLACE �� ; o jsl dAL POLE S� II f o :rs U o F=t= tri ry, �c " l 8' X19' 64 �2 ` z J WW v m v m o-- 14 CONST 8 CURB ONLY PER CITY STD DETAIL 1003 / 1 + N In Nod,, � U_� CO o� ^ ( to wu_ WQtn'7 N MIS 15 EXISTING SEWER MANHOLE; PROTECT IN PLACE moi' III I I 1 ii. I } � ooh xZ ® CONST. 4 THICK PCC SIDEWALK PER CITY STD PLAN NO. 1015 (WIDTH PER PLAN)Ili I I I TRA&r\N0 15840 CIS^ �o; ©5 PROTECT EXISTING IN PLACE III L SID # 7679 IPI APN 226-13-82 %^ f' to 4-4� Q ADJUST MANHOLE TO FINAL GRADE (IF REQUIRED) F OTECT IN PLACEII I 1 38 CONST 0.10' AC OVERLAY (III II I III 3 � ICI I I III 1 IMPROVEMENT PLAN REFERENCES ,III II I II ' III I I II I EXISTING STREET IMPROVEMENT PLANS PER DWG NO. 2799 P EXISTING SEWER IMPROVEMENT PLANS PER DWG NO. 2799 BEECH AVE EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3210 PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS PER DWG NO. 3394 Qi'roQn v N 3 ai N 0 M O N 40 0 40 r 80 - 1 "= 40' SCO le feet ., 20 V AV_V I1_V`/ o0 Q cc.o 1 Draww PLa.A)s Ghf S c, 4 SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA QROFESS/p�Halan IMPROVEMENTS NOT COMMENCE WITHIN TWO �o o scHM, q� Inc*MCI STREET � ROVEME PLAN PROFLE�21�! YEARS OF THE DATE OF APPROVAL SHOWN HEREON �� °°� F� A Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W o AND CARRIED FORTH IN A DILIGENT MANNER THE � No. 371x7 m 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPKNREF S rIT AVENUE 1"-40' �" Exp. 06/30/06 DESIGNED BY: STA. 544+95.67 TO STA. 548+00.00 DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE * * PREPARED UNDER THE SUPERVISION OF: , REV. PLANS TO BRING THEM INTO CONFORMANCE WITH ,oc►v►��a��\P MPKNREF = - T$ BEECH AVE ,0 3x'00 N. OF BEECH AVE JULY 2004 0 E F CALF ll. �ti l y /1!`, ZOOS CHECKED BY: qP - DWG. NO.: 3 Z Q REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: RLB DATE: Z/ d 3� CITY EINGE11EER R.C.E. 5TTW,, 3389 o 0 CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 10'45'54" 159.70' 850.00' 80.09' B 8'01'45" 127.94' 913.00' 64.08' c 8'20'29" 43.68' 1 300.00' 21.88' D . 180'00'00" 6.30' 2.00' - E 10'45'57" 158.59' 844.00' 79.53' F 643'03" 99.54' 849.00' 49.83' G 1315'37" 34.72' 150.00' 17.44' v N 3 ai N 0 M O N 40 0 40 r 80 - 1 "= 40' SCO le feet ., 20 V AV_V I1_V`/ o0 Q cc.o 1 Draww PLa.A)s Ghf S c, 4 SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA QROFESS/p�Halan IMPROVEMENTS NOT COMMENCE WITHIN TWO �o o scHM, q� Inc*MCI STREET � ROVEME PLAN PROFLE�21�! YEARS OF THE DATE OF APPROVAL SHOWN HEREON �� °°� F� A Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W o AND CARRIED FORTH IN A DILIGENT MANNER THE � No. 371x7 m 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPKNREF S rIT AVENUE 1"-40' �" Exp. 06/30/06 DESIGNED BY: STA. 544+95.67 TO STA. 548+00.00 DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE * * PREPARED UNDER THE SUPERVISION OF: , REV. PLANS TO BRING THEM INTO CONFORMANCE WITH ,oc►v►��a��\P MPKNREF = - T$ BEECH AVE ,0 3x'00 N. OF BEECH AVE JULY 2004 0 E F CALF ll. �ti l y /1!`, ZOOS CHECKED BY: qP - DWG. NO.: 3 Z Q REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: RLB DATE: Z/ d 3� CITY EINGE11EER R.C.E. 5TTW,, 3389 o 0