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Home My WebLink About5367-2Z See Note 9 X: � 3/4" Min fillets � Optional Const Jt , -"a" C__) bars -Z See Note 4 #4 @ 2" max. _ 0 I 6" fV #4 FLAT INVERT 0.25 S bd s NOTES: o O _ ... or 1. For boxes with span or height less than any of those shown in table, (n ........... use next greater size box concrete dimensions and reinforcement. Make #4 RCB--_ necessary changes in bar lengths and quantities. � BLVD. See Note T 1;1 . "e" See 2. Quantities are approximate and for design purposes only. SPAN .. - \ Note 4 1 3. For boxes with span or height or cover greater than those shown in #5 [ @ 12 tables, a special design is required. 0 4' Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA 5' # Typ 4. It is permissible to eliminate the 180° hooks on every other bar. 4 @ 12 max. 6' Const Jt _ Alternative 5. "e" bars are at half spacing (spans 10' - 14' only). Const Jt 6. "a" bars are at half spacing (spans 10' - 14' only). HEIGHT m, 2' 3' 4' 2' 3' 4' 1 5' 3' 4' 5' 6' Maximum Earth Cover Z 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 10' 20' 10' 20' 10' 20' DATE: l4 Roof T 7" 71/2'7„ 71/2. 7., 71/2. 71/2. 8,. 71/2' 8" 71/2• 8" 71/2 8" 9„ 8., 9„ 8., 9" o Walls T2 6" 6" 61/2. 61/2. 7" 171/2' 6,. 6" 61/2.61/2. 7„ 7" 61/2 7" 7" 71/2. 8" 8„ 91/2. Invert T3 7" 71/2 7„ 71/2. 7„ 71/2.71/2. 8„ 71/2. 8„ 71/2. 8„ 71/2 8" 9" 8" 91/2' 8" 91/2 Spacing 7" 6" 7" 6„ 7" 6.. 81/2. 6„ 81/2.51/2. 8" 51/2. 8"71/2. 5„ 7.. 5„ 7" 41/2. "a" Size Bar #6 #6 #6 #6 #7 7 #7 7 #7 7 #77 #6 7 #6 7 "e" Size Bar 4 #4 5 #6 #5 #6 4 4 5 5 5 6 6 #6 #6 #6 #7 #6 � rn Concrete CF LF 7.8 8.3 9.2 9.6 10.7 11.6 9.5 10.0 10.9 11.4 12.4 12.9 14.1 14.2 15.4 15.9 18.0 17.8 21.2 �� Reinforcement LB/LF 7.751.1 7.871.463. 0.857.8 3.766.692.5 3.0 111 10196.6 114 110 126 132 152 *** SOIL PRESSURE (ksf) 2.4 4.5 2.4 4.5 2.5 4.6 2.4 4.5 2.4 4.5 2.5 4.6 2.51 2.5 4.6 2.5 4.6 2,5 4.7 * See Note 5 ** See Note 6 The State of California or its officers or *** See Note 10 agents shall or, completeness n.ot be responsible for the accuracy of electronic copies of this plan sheet. "d" bars, for earth covers up to and including 10'-0" To get to the Caltrans web site, ga to: http: //www.dot.co.gov Span 4' 5' 6' 7' 8' 10' 12' 14' See Note 9 X: � 3/4" Min fillets � Optional Const Jt , -"a" C__) bars -Z See Note 4 #4 @ 2" max. _ 0 I 6" fV ----- . ....-...__.._. _-"-.......... ............... ................ ................ .... ..... ........... ..,.. .................... ........... ...... ...... .. .............- ............... ..... ....--------- ................ .................. .m-..... ------- ---r---r------t -...-----..- .----.- --- -.------- ........--..e.....p............. .................... .........Q ...... ..-..-------- .. .................... .-........ --.---....- ......-..- .... .-...«.....«. .-------------.............. _... .... ------- _._--------- .._. ..-------- .---- -- .-.-.....<-•-----..-.<.<- .. -. ... -. ..-..---.-..-....-.--.-.z-...•--....-..--.---.-.......-.---..... ..<.--...-..-..---...----...-�-•- .. --....--.....--.-�...-.<---..--. ..--.a<-..-.--......--.---<. .-.......-----..........--- .------"--.--..-.....-.-----.<.......<--......-.-.--..-.--..--.-.........- - .---- ..<-t -.-a....-...-....-...... ...--------......................... .............. . ... -m.-.-.- m. ..-....-.----.......--..............-... ..--.m-..--....- 10+00 11+00 12+00 13+00 14+00 15+00 PROFILE SCALE VERT: 1 in = 2 ft HORZ: 1 in = 20 ft XIII I 0 10 20 40 60 ..a..-.- ............ ....................._................................... .-.®-.-.,-..... ........ ..m... I -..........--- ......... . ----.. --..®.5.'.....fRAIStT+Qt...-aTRti£ fttRE...-...- ..- .-.........-.• -. d ...................................... III I SCALE: 1 "=20' - FIN PER APWA STD. 342-2 �~' 1270 I� I = LAUREL AVENUE - - - RIGHT OF WAY -------------------- - -------------- l-------------------------------------------------------------------------- ---- EXIST. SIDEWALK- - - - - - - - - - - -- - - - ..�--<.d.--.--.. L. .... _ EX. FH�C> EX. CURB GUTTER........._....... .-.-.--m.e„� _............-..... ...m..........5_... L J-.... ------------------ -- -------- - - - -__- --- _ - - [---o-LAUREL �AV6V',y U1Q f 00 ARROD - 11 +00 N0o'03'56'E 12+00 13+00 14+00® -- - - -..5 ............................ ...... ._ _......_6._ .... STD. .....D.-80._.............-..-- . o o U, --i o J USE 5' SPAN REINFORCEMENT 1265 ppp` o �v .E O N uJ 16 ao o � "W-) o v r` p 3 %ham �'� nl + O +O ^ + SAW -CUT LINE �� 5 4 STORM DRAIN EXTENSION X, 13"X22"; P;' ----,-- --.----.- �- -.-.-. °---------------- EDGE OF EXIST. PAVING ------------------- PROFILE HORIZ: 1"=20' VERT: 1 '=2 Y- ._ . _ -+� -.. 0 2 ° E �� °' CONSTRUCTION NOTES :� 11 •• - - 4° 0 ° °° °° g ° ° ° ° a ° ° f'7 CONSTRUCT DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN 0 1 r ^ a z o RIGHT OF WAY RIGHT OF WAY CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 O .n � g o ��>__ �' o O CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. N0. 1006 2 3 - + k + Li to 9 o _- x z DRIVEWAY 06 Z -=•-__ DRIVEWAY n ® CONSTRUCT 4.5' A.C. MIN. OVER 12" MIN. OF 957 COMPACTED NATIVE SUBGRADE. 14 CONSTRUCT 6.5' A.C. MIN. OVER 12' MIN. OF 957 COMPACTED NATIVE SUBGRADE. 4 4- -* 1 0 = 3 RETURN DATA: + I- • N N R=6.50' "' W APN: 0246-041-05 5 SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL 1 CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STD. N0. 1006 Z 1 _ .. 10+55 0 1 N o 10 °+' Q L = 10.21 A 6 EXTEND EXISTING DRAIN PER DETAIL ON SHEET 2 16 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, W=4' �, 4 A Z1 =90'00'00` 7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. N0. 1003 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004 T= 6.50' REMOVE EXISTING POWER POLE AND UNDERGROUND FACILITIES PER SCE STANDARDS ® GRIND 0. 15' (MIN.) AND A.C. OVERLY 0. 15' (MIN.) r i 1 315 CURB RETURN DATA: 10 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) �0 CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C. --- - - - - - - - R=35.00' 1 1 CONSTRUCT 5' LONG TRANSITION STRUCTURE PER APWA STD. NO, 342-2 I T L=55.02' 12 RELOCATE EXISTING ELECTRICAL PULLBOX SEE SHEET 3 0=90.04'25' � ARROW BOULEVARD T=35.05' UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. I REVISION DESCRIPTION DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT, BENCHMARK: CITY BM # #4 FLAT INVERT 0.25 S bd s NOTES: o O _ ... or 1. For boxes with span or height less than any of those shown in table, (n ........... use next greater size box concrete dimensions and reinforcement. Make #4 RCB--_ necessary changes in bar lengths and quantities. � BLVD. See Note T 1;1 . "e" See 2. Quantities are approximate and for design purposes only. z .. - \ Note 4 1 3. For boxes with span or height or cover greater than those shown in #5 [ @ 12 tables, a special design is required. 0 CUP 07-014, TTM 06-009 Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA m --- ............ # Typ 4. It is permissible to eliminate the 180° hooks on every other bar. 4 @ 12 max. > Const Jt _ Alternative 5. "e" bars are at half spacing (spans 10' - 14' only). Const Jt 6. "a" bars are at half spacing (spans 10' - 14' only). 0 m, 1465 CRESTVIEW ROAD DRAWN BY: mm "a" n bars 7. Provide paving notch when top is exposed and when pavement is portland CO See Note 4 cement concrete, and adjust quantities. D REDLANDS, CA. 92374 CADD 8. For design and details not shown, see Standard Plan D82. T % * 9. For exposed top, #4 @ 12" each way, lap "c" bars 2'-00" or Z provide full span length. #4, Typ -� 4 @ 12-1 10. Soil ressures shown are factored per AASHTO LRFD and include soil weight 0 CO DESIGNED DESIGNED BY DAT ax Typ or fill over box, self weight of box and live load where applicable. O ...a..... _... +- TZ -- S/2 CAST -IN-PLACE 6/29/15 ,S> Civll- �Q q� CICALF DATE: l4 STATE OF RNIA TYPICAL SECTION REINFORCED CONCRETE ...........I.:....` ..........; DEPARTMENT OF TRANSPORTATION SPANS 4' THRU 8' SINGLE BOX CULVERT D80 AP ROVE BY: L5367 DRAWING NO. 2 NO SCALE HENRY C. Pook,R.C.E. 37037 HCP I ENGINEER 11 0 ----- . ....-...__.._. _-"-.......... ............... ................ ................ .... ..... ........... ..,.. .................... ........... ...... ...... .. .............- ............... ..... ....--------- ................ .................. .m-..... ------- ---r---r------t -...-----..- .----.- --- -.------- ........--..e.....p............. .................... .........Q ...... ..-..-------- .. .................... .-........ --.---....- ......-..- .... .-...«.....«. .-------------.............. _... .... ------- _._--------- .._. ..-------- .---- -- .-.-.....<-•-----..-.<.<- .. -. ... -. ..-..---.-..-....-.--.-.z-...•--....-..--.---.-.......-.---..... ..<.--...-..-..---...----...-�-•- .. --....--.....--.-�...-.<---..--. ..--.a<-..-.--......--.---<. .-.......-----..........--- .------"--.--..-.....-.-----.<.......<--......-.-.--..-.--..--.-.........- - .---- ..<-t -.-a....-...-....-...... ...--------......................... .............. . ... -m.-.-.- m. ..-....-.----.......--..............-... ..--.m-..--....- 10+00 11+00 12+00 13+00 14+00 15+00 PROFILE SCALE VERT: 1 in = 2 ft HORZ: 1 in = 20 ft XIII I 0 10 20 40 60 ..a..-.- ............ ....................._................................... .-.®-.-.,-..... ........ ..m... I -..........--- ......... . ----.. --..®.5.'.....fRAIStT+Qt...-aTRti£ fttRE...-...- ..- .-.........-.• -. d ...................................... III I SCALE: 1 "=20' - FIN PER APWA STD. 342-2 �~' 1270 I� I = LAUREL AVENUE - - - RIGHT OF WAY -------------------- - -------------- l-------------------------------------------------------------------------- ---- EXIST. SIDEWALK- - - - - - - - - - - -- - - - ..�--<.d.--.--.. L. .... _ EX. FH�C> EX. CURB GUTTER........._....... .-.-.--m.e„� _............-..... ...m..........5_... L J-.... ------------------ -- -------- - - - -__- --- _ - - [---o-LAUREL �AV6V',y U1Q f 00 ARROD - 11 +00 N0o'03'56'E 12+00 13+00 14+00® -- - - -..5 ............................ ...... ._ _......_6._ .... STD. .....D.-80._.............-..-- . o o U, --i o J USE 5' SPAN REINFORCEMENT 1265 ppp` o �v .E O N uJ 16 ao o � "W-) o v r` p 3 %ham �'� nl + O +O ^ + SAW -CUT LINE �� 5 4 STORM DRAIN EXTENSION X, 13"X22"; P;' ----,-- --.----.- �- -.-.-. °---------------- EDGE OF EXIST. PAVING ------------------- PROFILE HORIZ: 1"=20' VERT: 1 '=2 Y- ._ . _ -+� -.. 0 2 ° E �� °' CONSTRUCTION NOTES :� 11 •• - - 4° 0 ° °° °° g ° ° ° ° a ° ° f'7 CONSTRUCT DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN 0 1 r ^ a z o RIGHT OF WAY RIGHT OF WAY CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 O .n � g o ��>__ �' o O CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. N0. 1006 2 3 - + k + Li to 9 o _- x z DRIVEWAY 06 Z -=•-__ DRIVEWAY n ® CONSTRUCT 4.5' A.C. MIN. OVER 12" MIN. OF 957 COMPACTED NATIVE SUBGRADE. 14 CONSTRUCT 6.5' A.C. MIN. OVER 12' MIN. OF 957 COMPACTED NATIVE SUBGRADE. 4 4- -* 1 0 = 3 RETURN DATA: + I- • N N R=6.50' "' W APN: 0246-041-05 5 SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL 1 CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STD. N0. 1006 Z 1 _ .. 10+55 0 1 N o 10 °+' Q L = 10.21 A 6 EXTEND EXISTING DRAIN PER DETAIL ON SHEET 2 16 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, W=4' �, 4 A Z1 =90'00'00` 7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. N0. 1003 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004 T= 6.50' REMOVE EXISTING POWER POLE AND UNDERGROUND FACILITIES PER SCE STANDARDS ® GRIND 0. 15' (MIN.) AND A.C. OVERLY 0. 15' (MIN.) r i 1 315 CURB RETURN DATA: 10 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) �0 CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C. --- - - - - - - - R=35.00' 1 1 CONSTRUCT 5' LONG TRANSITION STRUCTURE PER APWA STD. NO, 342-2 I T L=55.02' 12 RELOCATE EXISTING ELECTRICAL PULLBOX SEE SHEET 3 0=90.04'25' � ARROW BOULEVARD T=35.05' UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. I REVISION DESCRIPTION DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT, BENCHMARK: CITY BM # 516 BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE DESCRIPTION: PK NAIL AT ECR NW COR OF LAUREL AVENUE AND ARROW BEING N89'5931 "E, PER RECORD OF SURVEY 77, PAGE 16 BLVD. ELEV. = 1268.82 CUP 07-014, TTM 06-009 Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA HENRY C. POOUIZ STREET IMPROVEMENT PLAN °FCSS`� HP ENGINEERING, INC. 1465 CRESTVIEW ROAD DRAWN BY: SCALE. w No. 37037 m REDLANDS, CA. 92374 CADD TRACT MAP 18061 AS SHOWN 335-8239, FAX (909) 335-9940 DESIGNED DESIGNED BY DAT * Exp. 6-30-tb Ar HCP LAUREL- AVENUE ANa ARROW BOULEVARD 6/29/15 ,S> Civll- �Q q� CICALF DATE: l4 CHECKED BY: AP ROVE BY: L5367 DRAWING NO. 2 HENRY C. Pook,R.C.E. 37037 HCP I ENGINEER 11 0 4