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Home My WebLink About3880-2{ t�tf! t i-------� TR 13616 [ -� � .��. 1j1g ;1v I iIS7 j I \I �� i 0 1 ! Q - ) / j N f BRAEBUN LANE ) � R ! 41 E I iI € 00 S PLACE , t, TR 14242oe STREET IMPROVEMENT PLAN SHEETS0 r%/l I I �� f ` / RUNOFF FLOW DIRECTION +- "`� I ```° �/ c r � - r r I -EYPRESS-AVE. r_T t � T / 0 �, � !� II 8881 I r r f \ APN 193-391-026 i s - _ -j .� . TURN AROUND ,r "r ) w INDEX MAP SCALE 1. 100 •i I ��..��►..� �f.r••- �]/ / �� _ t � ,r ,. , s i APN 193-391-023 ' j ..�..�„►��+- _ �.�' �✓ �� Ole GALA (TURN V ROUND 7 �< dA 1gO APN 193-391-027--- PUE R/W (, R/W PUE I 50 I 25' 25' I 7' 18' 18' 7' I 5' 2.5' 4.5' 6' 12' 12' 6' 4.5' 12.5' 5' I I LEVEL I LINE I i a I 0.27'0 0 a I I SLOPE 1/4":1' 2%, .03 2% .27 SLOPE \,1 /4:1 `.�\ ��ti { �`l`i�� .'.t:. - �i'rti,. ,r,*f f ,+r� tj '• r SIDEWALK 4" AC PAVEMENT SIDEWALK 6" CURB & GUTTER 6" CURB & GUTTER 12" COMPACTED \ TC = CL + 0.03' TC = + 0.03' NATIVE SOIL, FL = � - 0.47' FL = - 0.47' 95% COMPACTION \ 6" C&G PER CITY OF FONTANA S.P. NO. 1003 TYPICAL ONSITE STREET SECTION, TI=5.5 N.T.S. CRANBERRY WAY BARLETT WAY 10+48.20 TO 11+14.58 10+43.20 TO 13+11.74 Q BRAEBURN LANE GALA AVENUE 0 10+86.95 TO 13+78.74 11+25.97 TO 14+89.46 WOODS PLACE 15+86.56 TO 20+15.48 11+00.58 TO 11+27.08 20+98.57 TO 27+65.25 -N--x W0 L N l A .. w CURB OPENING CATCH BASIN f _ _ _ _ _ - I ') S� r I B CURB CURBS POINT A M51 Sf & 11.59 POINT B POINT C k. POINT D Oti Lq Hr GUTTER I STRAI GE GRAD < C�DI G GE RI E F POINT E U - twi -POINT F A S POINT G �LL a -DIRECTION OF FLOW PLAN �m DIRECTION OF FLOW z� I+ --N K -W L N zc�i POINT A POINT B POINT C FLOW LINE PROFILE CASE A -N L WO�"L- EiF CURB OPENING - - - w c m CATCH BASIN (5-)� . r -"' - - - _L ) L) POINT D f FLOW LINE CURB POINT A O POINT B POINT C`FC/y�, R POINT D c,,t�`G,PGJc"y qC�"C qOF POINTE p'I" li POINT F C CURB , & GUTTERf LL DIRECRON OF FLOW �- POINT G m `+-m=r- 7. -+--DIRECTION OF FLOW z N L WD L N?L -_ --- T _ POINT D F POINT A POINT R POINT C FLOW LINE PROFILE flow LINE CASE B 25 In W) 150 mm (6% 25 mm W) 150 mm (e") 25 mm (11 --M M M,G.OR VAR. 450 mm VAR. VAR. 50 mm �_ VAR. --•-I f CURB (2") 11I FACE + H n • a uo I E E -, ! �e, VALLEY RIDGE D E [ 6 . VALLEY :a E_ .e. -..} I o 'per . o 'I> SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC., WD METRIC GREENSO 9 COMMITTEE 1984 AT CATCH BASINS 313-1 REV. 19% SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS 0 POINTS F AND S F G HALL BE SETH HIGHER U , I THAN THE G ITER FLOW LINE ELEVATIONSATPOINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS; H NOTED ON THE PROJECT PLANS. H, NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H, = 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) WO = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS, THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 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 LOCAL DEPRESSIONS AT CATCH BASINS WD SHEET 4 OF 4 No. 36 6-37 LOCAL DEPRESSION (CASE A) N.T.S. LOCAL DEPRESSION (CASE B) N.T.S. TRACT NO. 17027 LOCAL DEPRESSIONS R�coRo OR4WiivG PREPae� BY 5' 6' WD 6' 5' 5' No. 6' STATION WD Wo ft 6' B 5' D E m G* H CASE 1 CRANBERRY WAY 10+95.93 East 16.0 1088.01 1087.90 1088.29 m 1088.00 1088.20 1088.88 1088.92 FS A 2 CRANBERRY WAY 11+01.56 West 4.0 1088.40 1088.01 (AIV 1088.02 1088.67 1088.59 1088.21 1088.04 FS A 3 GALA AVENUE 14+45.56 North 4.0 1089.34 1089.10 1089.11 1089.37 V) 1089.53 1089.56 1089.54 FS B 4 GALA AVENUE 14+39.19 South 14.0 1089.35 1089.09 OV) 1089.40 1089.50 1089.54 1089.59 1089.54 FS B 5 WOODS PLACE Lf)U North 7.0 1078.62 1078.69 1079.10 1079.72 1078.50 1078.81 1079.91 1080.18 FS A 6 WI- 10+69.49 South zzO� 1078.34 1078.27 1079.16 1079.85 1078.40 1078.53 1080.04 1080.33 FS W i- 7 BARTLETT WAY 14+08.00 Z z 4.0 1083.94 1083.66 1083.65 1083.89 1084.11 1084.16 1084.10 1084.03 FS B 8 BARTLETT WAY - West 10.0 1083.79 1083.54 1083.54 1083.80 1083.95 1083.98 SU 1083.97 FS B 9 BRAEBURN LANE 11+79.95 South 14.0 1087.37 1087.36 1087.93 1088.42 1087.32 FZ-Q 1088.61 1088.77 Om A �Q dm WD Q � Q O = D wQ I-_ m(=} ~ z W a`¢ mU N20 Z OQ U U - -t-- 0 .'.W O z O Z)Q U U I - _z Oa_ ..� II r-----� I II z it =- II --I- CURB - -I- CURB - - CURB & CURB - - GUTTER - I - GUTTER o 0 o o0 m 0 o0 ow 0 W>- m U w� W LL. Q �_ F- z \ 0 H Z Q n Q:� Q J 0Q C� = W LL in LLIm Q J �J F- z U H z Q J J U = O _ O J _ O O U> I- I- F_ U> O J O U> I- z O z O = °- LL. IZ f-- F- z z z z F- W I- z z 0- 0 O 0 0 d � a_ a_ o = 0 0 U Q 0 C D d 0- < Q U Q af ---- DIRECTION OF FLOW V) V) V) -- DIRECTION OF FLOW DIRECTION OF FLOW -- V) DIRECTION OF FLOW No. 36 6-37 LOCAL DEPRESSION (CASE A) N.T.S. LOCAL DEPRESSION (CASE B) N.T.S. TRACT NO. 17027 LOCAL DEPRESSIONS R�coRo OR4WiivG PREPae� BY CB CB CL No. STREET STATION SIDE Wo ft A B C D E F* G* H CASE 1 CRANBERRY WAY 10+95.93 East 16.0 1088.01 1087.90 1088.29 1088.69 1088.00 1088.20 1088.88 1088.92 FS A 2 CRANBERRY WAY 11+01.56 West 4.0 1088.40 1088.01 1087.92 1088.02 1088.67 1088.59 1088.21 1088.04 FS A 3 GALA AVENUE 14+45.56 North 4.0 1089.34 1089.10 1089.11 1089.37 1089.48 1089.53 1089.56 1089.54 FS B 4 GALA AVENUE 14+39.19 South 14.0 1089.35 1089.09 1089.10 1089.40 1089.50 1089.54 1089.59 1089.54 FS B 5 WOODS PLACE 10+69.50 North 7.0 1078.62 1078.69 1079.10 1079.72 1078.50 1078.81 1079.91 1080.18 FS A 6 WOODS PLACE 10+69.49 South 14.0 1078.34 1078.27 1079.16 1079.85 1078.40 1078.53 1080.04 1080.33 FS A 7 BARTLETT WAY 14+08.00 East 4.0 1083.94 1083.66 1083.65 1083.89 1084.11 1084.16 1084.10 1084.03 FS B 8 BARTLETT WAY - West 10.0 1083.79 1083.54 1083.54 1083.80 1083.95 1083.98 1083.98 1083.97 FS B 9 BRAEBURN LANE 11+79.95 South 14.0 1087.37 1087.36 1087.93 1088.42 1087.32 1087.56 1088.61 1088.77 FS A NOTE: ALL GUTTER DEPRESSIONS, H, ARE 3 INCHES. MALbLE �4�vo a�5oc/4rF�.s _ RECD iuHA�'VING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND s.•,^� 27/ n FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE w ! D RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH WE/YDELL L. / AxsuRL1 0,4 E HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS RcE 3"37 A RESULT THEREOF. (*) ASPHALT LIP ELEVATIONS I-- cn 0 Qo Ln 00 Ln O O N O N O N O I O O I DO DO / :J7) / T_ z _,J �t I DO DO / (n U 0 L i /