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HomeMy WebLinkAbout3427-5N K 1 A W j L N ,; �l�/C -�GaT "+^s✓_✓ ar i aW Z . . . . . . . ... .... +� CURB OPENING ----- t t ' + Gov - - - NOTE: �ul� i, i9A9 ce. CRTC BASIN (S) r" - - -r I % I i. } { I t *�. s±+e d awr•ve > ,,, r+•ror: r �• mSnP 49 I ' ! i I I + I.-or.+,r, s aer.v,c •ares i r.„ rew't •. o„ ...f;i i. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. it -$ �- 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 ) 4. CURB ►CiNTA u0n"m`_ Cas I PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). y 0..47 POINT 8 '� POINT D !tr + lilt G�Of S NT hr GUTTER ( 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE i �E} 1 _,rate R)�EG/tAOE OF OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. + � Hi +- SS�" i , i I dA.!11 1 13 111 1 POINTE 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: ` ?CO 200 W POINT F A B POINT G THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE T PLAN < ELEVATIONS AT POINTS A AND D, RESPECTIVELY. 2 ,o0- - a 2 J 1 100 A-2,23 m t00_1 G. A=2.I4 m 100_ • {-� A-1,76 M -1 G -k%0 a ..--DIRECTION OF FL(riY-DIRECTION OF FLOW m A�� oa r^ ' A=3.,0 rr: I 2 L200 _ 2 200 _ 2 m O THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE - - �N K - - WD - - - L I N i =," ELEVATIONS AT POINTS B AND C, RESPECTIVELY. IL _ I i If 200 THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST - �) GUTTER FLOW LINE. 4+ a + a+ { #+ 4 + J WHERE THERE IS NO GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT fr A-2 0a rn2 "E �'T f POINT B POINT C POINT D - E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. - DINT A FLOW UNE PROFILE FLOW UNE 5. DIMENSIONS: " I 49 49 H = NOTED ON THE PROJECT PLANS. f 1 ' a CASE A } `^ •-N L I - W H1 NOTED ON THE PROJECT PUNS. _ ' t , W i I D L -N H2 - NOTED ON THE PROJECT PLANS. C CATCH CURB OPENING ri H3 = NOTED ON THE PROJECT PLANS. E W a BASIN (5} i E rc « r I G = 600 mm (2 Feet) T 2^^ 209 �2C0 I � 200 r i i mC $ 3 i � I I K- 1.5 m (5 Feet) i 1 I` r - - _ _ -� ( C (K = 4' WHEN THERE ARE CATCH BASINS IN SERIES) ( 'F 'r 'j ' 130 ��.- - - - - - - - e c -'pp C,=2.8? m2 J' *0 A=2.23 m2 J 1-100 A=2.4z M. -I =MoD A=1.95 m2 J Lrp Z culla L 1.8 m (6 Feet) A=3.c m _ �0 CURB - POINT A '\- , l �._ 6 M 1.2 m i POINT B 'Q9 POINT D (4 Feet) POINT C ��'/yl GUTTERJ=Q,Sv � - N = 1.5 m (5 Feet) F We = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS 1It itt"I l Ili P0114T E ,,, FOR MUTIPLE CATCH BASINS. Ii 1111 11 1111kil Iiii I it It ill IC v POINT F PLAN C POINT G THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). j } ; j +- 1 ' DIRECTION OF FLOW -'- PLAN ---DIRECTION OF FLOW 6. DIMENSIONS SHOWN ON THIS PUN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL 1 " " ' __ g j N • U L ) W - L .N z v VALUES. If METRIC UNITS ARE USED, ALL VALVES USED FOR CONSTRUCTION SHALL 8E METRIC j} ; D �- VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC ' BAP, SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH L - - - % VALUES. r I Po1NTD + POINT A POINT B POINT C r Y 1 will1 100 200 j 200 top eon FLOW LINE PROFILE fLOW UNE +'? 1 -T l , _ f100 CASE B 25 mm ("1 150 mm (6•) 25 mm (t•1 150 mm (6') 25 mm t)•) 2 »± I -Sp 2 •I It IGC, - 2 J L. 00 2 •� LtOO 2 -� J-bO -� A=0.93 m A=2.97 m A=1.76 m A=2.42 m A=1.67 m t IM M M,G.OR VAR. -f+=-- _T Axo.4'� m2 J L5p 450 mm VAR,--( ! NOTES WORD MARKINGS STATE OF CALIFCPNIA VAR. ' 50 mm VAR. I DEPARTMENT OF TRANSPORTATIOY (2•) (k r o message co-;atsts of O -d than be eere, 1t se ort (3% I -e Minor vclat!ena to C[, egf- ons may ITEM ' m ITEM m2 ITEM 2 ITEM 2 I r _ RIDGE reef "UP", tee» the fast wcrC shOu'd be rea-est tie Crtver. be ccceo'ed by the Engt-eer. XING 1.95 YEL 2.23 6'.E 0.A5 PED Lo7 VALLEY VALLEY -PAVEMENT MARKINGS I FACE +H E E: AHEAD 288 SCWOL 3.25 SLOW 2,t) COMPACT 0,93 I d •�• • •>- E�� •• f2) The space between wards sFodC be ct kcst four tines S47 Pcrt'ons of o tetter number v symbol WAIT 4T6 SIGNAL 297 STOP 2.04 RUNAWAY WORDS I .> ' • wl, • .►. a •• ,n_. • • V. t••:e netl-t o+ Ire - CraCterS for Mew steed rOrdS. but -cy be seoaroted by connect!nq � 3.49 p p ..• a . riot more +ran ten t:cos ire rage' of tre che,'or•te-s. sec^eats rc- to excee^_ 50 m -ft In wteth, LANE CSo TURN 2.23 LETT LT6 VEHfCLESI 3.9C NO SCALE • • The sooce troy be reajcod OOoroorwely were there Is li 2,42 HERE 2.4 1I L- J �' �- e • • 0 tutted apace beco se of bcc! oo-dttrons. ALL DIMENSIONS AREIN MILL IME TFRS UNLESS OTHERWISE SHOWN A24D SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER LEGAL DESCRIPTION: OWNER/DEVELOPER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER © PUKX .RWORK,,,,END THE '� LOCAL DEPRESSIONS STANDARD PUN METRIC LOCAL DEPRESSIONS AT CATCH BASINS STANDARD PUN 313 - 1 GREEMO COOeWTrEE AT CATCH BASINS 313-1 BEING A SUBDIVISION OF A PORTION SHEET4 OF 1 19 lfel z r -. 0 REV "M USE WITH STANDARD SPECIFICATIONS FOR ►USUC WORKS CONSTRUCTION SHEET 1 OF 4 OF SECTION 23 T.1N R.6W S.B.M. SHOWN -W OF THE EAST 1/2 OF THE CENTEX HOMES 0 RECORD DRAWING CROSSWALK AND LIMIT LINE See Nate 5 BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER 300 No Wilts Nns © ��J Pf Inun �C\ i U, 0 THE NORTH LINE OF THE SOUTHEAST 1/4 BEING A SUBDIVISION OF A PORTION O z r -. 0 a_ OF SECTION 23 T.1N R.6W S.B.M. SHOWN -W OF THE EAST 1/2 OF THE CENTEX HOMES 0 �° I 3� pia w v AS N89059'18 PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 1403 Nath Batavia Street 200 -F2D0 200 0 IO0-4 lw. IOD -T WORD MARKINGS Corona, CA 92880-2896 Orange, CA 92867 A=2.14 m2 A=2.23 m2 A=1.86 m2 ITEM m2 I ITEM I m2 LAW 2.23 RO 1.30 r 30 f C) o POOL 2.14 BscE 11.95 Z Ph: (909) 279-4000 Ph: (714) 744-9760 p" C CAR LSO BUS LOi CLEAR 2.51 ONLr 2.04 BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 Fax: (714) 744-9750 KEEP 2.23 ' N COUNTY. 200 JILL I ill -LB 200 1110ELLLL 200 CV to (p O BENCH MARK: 100-4 I.-� Nx>-.I I•-� 100 --4 I•-� DATE ENGR. CITY A=1.58 m2 A=1.30 m2 A=2.04 m 2 1311C7 ]F & fbrenm,Inc. CITY O F FO NTANA, CALIFORNIA NOTES M It O message consists of more than one word. H should "W". (3) mww vartatlons in dRmenslans may be accepted by the Engineer. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION rood Le.. the first Word ahold be newest the drNer. COYOTE CANYON TRACT 16326 PAVEMENT MARKINGS DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE LO = 12i, The space between words should be at least low times the height of the characters for low speed roads. but 1+) Portlons of a letter. nUNIti or symbd may be sewated by connecting segments WORDS AND C C R O S S W A L K S E Qom/ O tHUR `� not more than ten times the height of the characters. not to exceed 50 mm In width. tD The space may be reduced appropriately where there Is INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o NO SCALE � MW*d space because of food conditions. (5) Crosswos(s contiguous to school grounds are to be 300 ere yellow Ines In place of 300 mm wMte shown. ALL DIMENSIONS ARE IN ISL �� (o 0 0 DRawN BY: MILLIMETERS UNLESS OTHERWISE SHOWN A Z4E Fr F-- SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 0 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 9 � STREET IMPROVEMENT PLANS SCALE - 1 =40 L Q FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 1-1 ED (V HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER Z3� r- W ^' No. 31681 z D TAILS BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOILS ENGINEER © ��J Pf Inun �C\ U, 0 THE NORTH LINE OF THE SOUTHEAST 1/4 BEING A SUBDIVISION OF A PORTION z r -. a_ OF SECTION 23 T.1N R.6W S.B.M. SHOWN -W OF THE EAST 1/2 OF THE CENTEX HOMES ALBUS-KEEFE 8 ASSOC. �° I 3� pia v AS N89059'18 PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 1403 Nath Batavia Street i (n NO. 13750, M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896 Orange, CA 92867 sr C) o WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 Ph: (714) 744-9760 p" C E M BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 Fax: (714) 744-9750 _ _ o LO ,r, COUNTY. CV to (p O BENCH MARK: O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER 1311C7 ]F & fbrenm,Inc. CITY O F FO NTANA, CALIFORNIA w COYOTE CANYON TRACT 16326 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE E Qom/ O tHUR `� 1313r?i Civil Engineering - Planning g g g • $UfV@yang -Public Works ,.,C:) LO �05 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ISL �� 0 0 DRawN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ?�o� :,r,- 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 9 � STREET IMPROVEMENT PLANS SCALE - 1 =40 L Q FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER Z3� r- W ^' No. 31681 z D TAILS FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO oc = * Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: DATE MAR 2004 ui E ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD BEFORE DAYS BEFORE YOU DIG YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s >,� CIVI lf' 1 HF1 o z CHECKED BY: BY- NO.: O. CI►L�E \ I / `� �_ 4000 e( 5 v,o MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. TOLL TOLL FREE 1-800-227-2600 MB X27 All RECORD DRAINING OII/G7 H. G. s�i?� HA L A L N, 31681 DATE P.E. R.C.E. ITV ENGINEER R.C.E. 51152 _ _ __ DATE: NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5 v o