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HomeMy WebLinkAbout2956-10SCALE IN FEET 1 0 40 80 120 160 77 / SCALE: 1" _ .40' Z Z J J LA- 0 iO IL_ o _j 13 �°x °x° 12 12 21 13 g m 12 °°°o°°A 22 20 12 12 19 18 12 0 = 12 17 a z 1612 12 15 14� 2 Q 13 OL q� ca 3 (0 3 � to 3 00 o co r to 13 F'p��i0 Nv oo v� aioNr �o aoo to 0 0o v 00 ® of o+ c° co N N N M c� r+7 Lo In m o_ 00 O° 12 O _ _ + qj --- -- U U u ---- XCI 23 °° o 11 a, �' 22 g 0 11 7 4 _ �� 2.3 _.,. _,._ .:. N � is \ Cl >P 4fn . ___ _. _ - 1 i WY.- - - -SE \ / 1 – / ob CB)�� h 4 2 an - b 'h l 2 'h `�: k R Gv O E 28.5 N \ . 1_....., _. C1.1 6' I 12 c1.16 DWY c -- -- -- - -- -- ^ -I © 8 _ __ __ ®7 I! ---------------------- ----- --------------------- - r----- ---- -- I i � ♦ CIj�• - � , 11 4 -rh N ° 94 95 0v0 °` 76 77o i U T- j4l1_10 1 7 2b" 20' 1-•i-- I 20' 20'! 17'1118� 1 i 7 I I 39_I �--�- OVER LOOK PLACE PINE BLUFF LANE PORTICO LANE SEE SHEET NO. 6 SEE SHEET NO. 7 CONSTRUCTION NO TES SEE SHEET NO. 8 CURVE DATA Q DELTA LENGTH RADIUS A 132'59'40" 134.63' 58.00' © 90'00'00" 70.69' 45.00' © 90'00'00" 39.27' 25.00' Q 21'29'50" 21.39' 57.00' 0 90'00'00" 67.54' 43.00' F 135'34'04" 137.23' 58.00' THESE RECORD DRAWINGS HAVE BEEN PREPAHED, IN QPART, ON THE BASIS OF INFOR#AAT'ON COMPILED AND FURNISHEn BY 0'HERS, TNf FNOiNEEk.WILL P•tjT LIE RESIP01090LE iii 4^ ET, '4,FW % OMKS"S Y0*0H HAVE 6+1 IMmUF1VP+ORATED Its Il • * D�#'!{ A CIFSk T T WWW TANGENT 133.37' 45.00' 25.00' 10.82' 43.00' 142.01' A.T. SKEERS ' EXP. DATE RCE 62183 9.30-05 N' � 1 • 9 No. 62163 Q O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. A�10 O NATIVERMATERIAL (SEEUCT 4" AC VGENERALMINO)T OV3R & "32) MPACTED O4 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 O5 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 W=PER PLAN MODIFIED TO 8' WIDE. 66 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 �7 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 11 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130. 12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. 13 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) 15 INSTALL STREET NAME SIGN PER CITY STD.139. i so•- _ �1 DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER NmmaSAT®BY THE APWA,MC sl ITANOMsI PLAN WALL AND Sus DWSIS1DN8 FACE PLATE AND REQUIREMENTS MAX 11110311 1 V �M ASSEMW[ V wsiL wAu o0 D I - 04 E1/ CUMFACE ♦ N - -T e B G — r--------- y T- 4•p EACH WYIT s• :, - {UTTER LFACE ON 0--S FACE !1 LAW LINE � =N PLATE- ' — - I I ORIINi LINE 4 =• 1 N 2SIDES OF + OT I ! Wp{ LINE ) �, R 3,2 SLOPE MANHOLE FpAMEj + AND COVER ! DOWEL ITYP.1 I' CLEAR i 1 _ J CATCH BASIN I1 STEPS = Y tF MANHOLE Fp ME I I ) AND COVER �_ .� ( • > � 3* it - V } I 4' YIN. t _� --y,--y.---- / 12' MAX. / STEPS • ;. L_ 1 MIAL E - It WWXTOR � `OR C- - ) \L7 B -I MONOLITHIC 'L - _ L., \OPTIONAL CATCH IABIM —_1 �- _ _ �_ 1 ' R ROUGHENED CONNECTION 7 i / CONST. JOINT (TY►) SECTION A -A - DOWEL (TYP!_—� PLAN i so•- _ �1 DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER NmmaSAT®BY THE APWA,MC STRUCTURAL DATA ITANOMsI PLAN WALL AND Sus DWSIS1DN8 CURB OPENING CATCH BASIN AND REQUIREMENTS MAX 11110311 1 V �M w V wsiL wAu o0 B a• wnLL s { N89*3737'3 6"W ON A MAP FILED IN BOOK 88 12 e B G T ELEVATION: 1428.6090 s { •O' RECORDS OF SAN BERNADINO COUNTY 0--S � =N ' �A- & 1 � W>2{ V) DR {) 4 HISS PppALCT WEANS i so•- _ �1 DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER NmmaSAT®BY THE APWA,MC CURB OPENING CATCH BASIN I ITANOMsI PLAN JOINT DDDPERAT" DDNLIrm ,ems CURB OPENING CATCH BASIN 300.1 OV.,m THE SOUTH LINE OF THE NORTHEAST 1/4 INSIST, OF 2 - UK WMH lrANDNID_BPM4CAT1 W FDR PMX Wm -M CDIMI18116TpM NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PER04ETER OF THE CATCH BASIN WALLS; INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL; EXPOSED CONCRETE SHALL NORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 3 FEET Y INCHES V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE, CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. - A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR POPE IS LOCATED IN A CORNEA. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN_ IF THE CONNECTOR PIPE IIJTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL STEPS SHALL BE SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MAN 400E AND PROJECT 2-112 INCHES. ALL OTHER STEPS SHALLPROJECT 5 INCHES. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 306 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 638 POLYPROPYLENE PLASTIC STEP AMEMCAN PUBLIC WORKS AS80CIATM - SOUTHERN 'CAUmmut CHARTER srAAI m PLAN 300-1 amm2OPI CURB OPENING CATCH BASIN I O8 CURB OPENING CATCH BASIN DETAIL BENCH MARK: #8-17 GAL FRANS BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP IS TOWER LEG. 343' INHIGHLAND AVE.. THE SOUTH LINE OF THE NORTHEAST 1/4 0.20 1111. W/0 SAN SAVNNE RD.. 2.65 OF SECTION 26, T. 1 R. 6 W. SAN MI. W ALONG HIGHLAND AVE.. FORM BEMERIDIAN SHOWN AS NO �� AVE. N89*3737'3 6"W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNADINO COUNTY DALE ENGR. alY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of �ivi�(A7tli�F ! y'Zy' OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �aPR Uws��F PREPARED IOFFICEN THE MADO E ANDASSOCIAT SNC. OF THE INLAND EMPIRE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,No_ 62183 m 10601 CHURCH STREET, STE. 107 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 * RANO PHONE 909) 948-CUCAMONGA131 91730 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�qT cIv�v FOPC Date:/1-7-01 STANDARDS IN EFFECT. .C.E. 621& EXP. 9-30-05 DRAYM BY: SCL/SS DESIGNED BY: MCA/SCL SCL RLq CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 16131 SCALE AS SHOWN DATE: 07/02/01 DRAWING Na: 10 2956 n 1 PIA a I- W 2 W O w a H w w H N ti ch T m T