HomeMy WebLinkAbout1724 BENCHMARK
FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED
"SB CO BM 01691* AT SOUTHEAST CORNER OF
FOOTHILL BOULEVARD AND HELLMAN AVENUE, 1 FT.
WEST OF END OF CURB RETURN.
C1 _Z1 y OF R_ A ..A__N C 0 CUCA 01 G BM 10042 ELEVATION-1203.623
ARROW ROUTE CROSS GUTTER RFMOVAL AND DRAINAGE IMPROVEMENTS
APPROXIMATELY 150' WEST OF HELLMAN AVE.
RANCHO CUCAMONGA
GENERAL NOTES: ,
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard iLso AVE I 24TH ST STREET CONSTRUCTION NOTES
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 w W
supplement. l � BANYAN ST a I SUMMIT AV a—VARIABLE DEPTH COLD PLANE 0.10' MAXIMUM (NOTE: AFTER COLD PLANE, CRACK SEAL
2. Public and Private utilities and substructures shown hereon aro from available records. The \ a > > w VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
Q z F-1 a 2o-OVERLAY WITH A MINIMUM OF 0.10' A.C. PER CITY STD. 100-A
Contractor shall be responsible for protecting all utilities and substructures as shown within the '\ �' z i Q HIGH � D A 30 o--SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER
construction limits of this project and shall be responsible for any damage as a result of the a 19TH T �3ZO W 0construction operations. CONSTRUCT 5" THICK A.C. PAVEMENT OVER 6" C.A.B. PER CITY STD. 100-A
1��
mADJUST MANHOLE TO GRADE
3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two \• � vlcroRl PARK N lREPLACE EXISTING CURB do GUTTER WITH NEW CURB do GUTTER PER CITY STD. 104 TO MATCH EXIST.
working days prior to construction or regarding any problems. RD W I 7 REMOVE EXIST. UNDERSIDEWALK DRAIN WITH STEEL COVER AND CONSTRUCT WITH NEW
Southern California Edison Co. — EMERGENCY ONLY 800 611-1911 W w > UNDERSIDEWALK DRAIN PER MODIFIED CITY STD. 107—B AND DETAIL A
Southern California Edison Co. 909 357-6240 I I CH CH S z RR o it �REMOVE PORTION OF BLOCK WALL INTERFERING WITH PROPOSED IMPROVEMENTS AND RECONSTRUCT
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 _ Cr U END OF WALL TO ACCOMPLISH A FINISH LOOK
Southern California Gas Co. - Jim Ming 909 335-7530 I •� LT
9� —REMOVE ABANDONED DRIVEWAY INCLUDING CURB AND FILL WITH DIRT
Verizon - Bob Parent 909 469-6354 FOQTHILL BLVD 66 10 SAWCUT AND MATCH EXISTING
Verizon - Dallas Stringer 909 469-6339 ,osoe ci N� oR.Verizon - Jerry Faubei 909 469-6347 Q ❑ RROW I 11 REMOVE
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 UJ ( W o ; 12 RELOCATE
Cucamonga County Water District 909 483-7440 Q Q Q > BNSF RR I 13 REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 5" THICK OR
4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho " L 1 THICKER THAN EXISTING WHICHEVER IS GREATER
Cucamonga Fire Department and any affected school district, 72 hours prior to construction Q � O 0
indicating any detour and/or road closures. m Z Q 6TH ST STORM DRAIN CONSTRUCTION NOTES
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) _ Q 14 CONSTRUCT 24' RCP STORM DRAIN (D1500) PER CITY STD. 341 TYPE 1
477-2740 ext. 4075 Mond - Thursday, and at least two workingd prior to the construction �.._ _ 4TH ST 15 CONSTRUCT CATCHBASIN PER CITY STD. 300, 304, 305, 308, 310 AND 325, W-14' V-5'
Monday aY.
start date. 16 CONSTRUCT CATCHBASIN BURP OUT PER CITY STD. 300, 304, 305, 308, 310 AND 325, W-7' V-4.02' H-0
a 17 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, H1-0.25', CASE B
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or EW 3 »
encroachment within any City of Rancho Cucamonga easement or rights-of-way. I-10 18 CONSTRUCT 8 PVC (SCH. 40) BLEEDER PIPE
19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. H-0, M-2', POINT F do G TO MATCH EXIST. AC ELEV.
7. During the construction operations at least a 12' wide traffic lane shall be provided for each ifICINITY YAP @8 —REMOVE PORTION OF CONCRETE BOX CULVERT INTERFERING WITH THE PROPOSED IMPROVEMENTS AND
direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement, and NOT SCALE PLUG ENDS OF CONCRETE BOX CULVERT WITH CONCRETE
shall remain unobstructed.
STRIPING NOTES
8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall �
take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said `�J PAINT DOUBLE YELLOW MEDIAN PER CITY STD. 133
underground utilities, pipes and structures. 21
�-— INSTALL NON-REFLECTIVE WHITE MARKERS PER CITY STD. 133PAINT 8" SOLID WHITE UNE PER CITY STD. 133
9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to 3 - INSTALL 12" THERMOPLASTIC CROSSWALK UNE
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
4 —INSTALL THERMOPLASTIC ARROW TYPE N (S.A.E.) PER CALTRANS REVISED STD. PLAN RSP A24A
10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall f5 — PAINT RED CURB
possess any and all contractor licenses, in form and class as required by any and all applicable 6 -- PROTECT IN PLACE AND INSTALL MISSING NON—REFLECTIVE WHITE MARKERS
laws with respect to any and all of the work to be performed under this contract; Including but not (5-- REPLACE AFFECTED LOOPS DAMAGED BY THE PROPOSED IMPROVEMENTS
limited to o Class "A" License (General Engineering Contractor) or a combination of Specialty Class
"C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance
with the provisions of the Contractor's Ucense Law (California Business and Professions Code, Section 68'
7000 et. seq.) and rules and regulations adopted pursuant thereto.
2' 5' 27' 27.5' 5' 1.5'
2
o AC OVERLAY, THICKNESS o
EXISTING SURVEY MONUMENTATION VARIES 7 VARIES 0.10' To 0.42'
All existingsurvey monuments that will be disturbed b thisproject shall be referenced and reset -1.11x EXISTING SURFACE o VARIES
eY Y by
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. TO VARIES —1.11X TO 1.117. 1.TO
2 43� VARIES 1.08 TO 1.77%
26 j
Monuments found by research of available City records and by field survey are shown on the plana -� 3_20
and described as follows: (None found) UJ
— — — — — — = _ a
0.00'
W 1 CO DPLANE DEPTH COL PLANE DEPTH
g 1
0 0 COLDPLANE, VARIABLE DEPTH CODPLANE, VARIABLE DEPTH o OJ
O U U
TYPICAL CROSS SECTION
STA 7+90 TO STA 8+90
SCALE: HORIZ 1"-10'
SHEET INDEX VERT 1"-2'
1. TITLE SHEET
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2. STREET AND STORM DRAIN IMPROVEMENT PLAN AND PROFILE DESCRIPTION OF REVISION DATE
3. STRIPING PLAN LEGEND:
0 A.C. OVERLAY CITY OF RANCHO CUCAMONGA
NOTE: TITLE SHEET
COLD PLANE THIS PROJECT IS TO BE CONSTRUCTED UNDER THE SAME ARROW ROUTE CROSS GUTTER REMOVAL
CONTRACT AS THE HELLMAN AVENUE DRAINAGE AND DRAINAGE IMPROVEMENTS
IMPROVEMENTS LOCATED AT NORTH OF 9TH STREET.
Underground WHICHEVER PROJECT STARTED FIRST SHALL BE
Service Alert COMPLETED SUFFICIENTLY TO BE OPEN TO VEHICULAR APPROXIMATELY 150' WEST OF HELLMAN AVE.
TRAFFIC PRIOR TO THE START OF THE OTHER PROJECT, APPROVED BY: DATE:
Call: TOLL FREE CExp. 12-31-01
1 -800-4 L FREE
SO AS TO NOT INCONVENIENCE TRAFFIC ON BOTH �� CITY ENGINEER RCE: 2 95STREETS SIMULTANEOUSLY. \s oeswNFM�CO
TWO WORKING DAYS BEFORE YOU DIG PKCITY OF RANCHO CUCAMONGA
01 �' WWN 0500 GV'C CENTER DRJESHEEP RANCHO CUCAMONGACA 91730PK 1 OF 3
R.C.E NO DRAWING NO.
JD DAM -ME No 99-10 1724
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STREET CONSTRUCTION NOTES
REMOVE 36 LF
I I ( 1 VARIABLE DEPTH COLD PLANE 0.10' MAXIMUM (NOTE AFTER COLD PLANE, CRACK SEAL
OF EXISTING + VISIBLE CRACKS 1/4w OR LARGER PRIOR TO O'VE'RLAY)
CURB do GUTTER z , 22 OVERLAY WITH A MINIMUM OF 0.10' A.C. PER CiTY STD. 100—A
- o
z + 20' 29' 12' 9' 30' SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER
0 15 i 14 0 -1 u' i 'Il SAWCUT EDGE FOR A REMOVE EXIST. 5 o-��MANHOLE THICK A.C.� PAVEMENT OVER 6' C.A.B. PER CITY STD. 100-A
o F a, o, ` z I CLEAN VERTICAL JOINT JOIN EXISTING CROSS GUTTER &—
z
z W z �rn I (0.10' DEPTH) 6 REPLACE EXISTING CURB & GUTTER WITH NEW CURB do GUTTER PER CITY STD. 104 TO MATCH EXIST.
0 d w N o > o � d w U) 1- rn �� 77 REMOVE EXIST. UNDERSiDEWALK DRAIN WITH STEEL COVER AND CONSTRUCT WITH NEW
SAWCUT EDGE
_00 0+0 - - W � =0+0 " UNDERSiDEWALK DRAIN PER MODIFIED CiTY STD. 107-8 AND DETAIL A
d d d d = d ! AC OVERLAY JOIN EXISTING FOR A CLEAN
d a it + ,- d a VERTICAL JOINT 8a-REMOVE PORTION OF BLOCK WALL INTERFERING WiTH PROPOSED IMPROVEMENTS AND RECONSTRUCT
'^ �' V' �' 7'�' `" ' I END OF WALL TO ACCOMPLISH A FINISH LOOK
_ _,,,_, �_:. l• EXISTING SURFACE
---" - 7 -STA � &T� _ - EXISTING SURFACE 9a—REMOVE ABANDONED DRNEWAY INCLUDING CURB AND FILL WITH DIRT
CURB FACE ='� EXISTING SURFACE 10 SAWCUT AND MATCH EXISTING
REMOVE
p� 0.00' r 12 RELOCATE
II ---3'�- — — _q. _. 7 T- k - — --3" �'+- W COLDPLANE DEPTH Z r �`� i'` 13 REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MiN. OF 50 THICK OR
' 00 + J 9+00 N89'4535"W 10100 x 11+00 5" AC OVER 6" CAB Z W 1w THICKER THAN EXISTING WHICHEVER IS GREATER
L - - - - - 0 0 0 < o COLDPLANE DEPTH W STORM DRAIN CONSTRUCTION NOTES
IN.Vt ARROW ROUjE o
� _� 1 CONSTRUCTION SURVEY 24 RCP o Q JDA 14 CONSTRUCT 24 RCP STORM DRAIN (D1500) PER CITY STD. 341 TYPE 1
>' _o 0 15 CONSTRUCT CATCHBASiN PER CITY STD. 300, 304, 305, 308, 310 AND 325, W-14' V-5'
14 s� o 16 CONSTRUCT CATCHBASIN BURP OUT PER CITY STD. 300, 304, 305, 308, 310 AND 325, W-7' V=4.02' H=0
-- - •,_ -- `Sr ; \ _ - __-_ ___ .___._ _— 17 CONSTRUCT LOCAL DEPRESSION PER CiTY STD. 307, H1=0.25 . CASE B
00
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6 �( 18 CONSTRUCT 8w PVC (SCH. 40) BLEEDER PIPE
6 " - - -- - -- p� �X�6g i 10+00 ARROW ROUTE= - 19 CONSTRUCT LOLL DEPRESSION PER CITY STD. 307, CASE A. H-0, M-2', POINT F do G TO MATCH EXIST. AC ELEV.
13 �� 50+00 HELLMAN AVE. SECTION A A 2�8 —REMOVE PORTION of CONCRETE BOX CULVERT INTERFERING WITH THE PROPOSED IMPROVEMENTS AND
+ + C2 ► 10 DETAIL OF COLDPLANE TRANSITION PLUG ENDS of CONCRETE Box CULVERT WiTH CONCRETE -
W O I� NTS
89't 1., _K' 16 19
REMOVE ALL BUSHES IN PARKWAY 11 STA +00 BLEEDER, PE-
STA 9+08.39 HEL AN
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6 N LTJ 1' 13.5' 3-#4 0 6" O.C.
9 x 2" #3 0 6" O.C.
10 ; Q ; C � B 2'— T
CURVE TABLE 8 13 REINSTALL FENCE x 14- cW� 1" CLR. CrtY
o p LENGTH RADIUS TANGENT 24" TREE �' L0 Z � �— — — DESCRIPTION OF REVISION DATE
Rs r
Cl 90000'00' 35.34' 22.50' 22,50'
�p 7 W_
C2 62°44'37' 24,64' 22:50' 13,72' I cl a �' CITY OF RANCHO CUCAMONGA
1p 3x3 CONST. JOINT 4
z —J _ 6 6'_0" 6
12 �' W .~ PLAN AND PROFILE
1 18 CORE EXIST. CURB SECTION B—B
ARROW ROUTE CROSS GUTTER REMOVAL
o I --
g" Tai + + ! m C B NTS
AND DRAINAGE IMPROVEMENTS
-U- - - #3 0 6" O.C.
2"
"
4O.C.
3 # ® 6 O.0
" P '
� APPROXIMATELY ATELY 150 WEST OF HELLMAN AVE.
3 TYP
LEGEND. ( � .
12" TREE =, ; "
3" '
DETAIL B DETAIL A 1 CLR. 6" , FESS/ APPROVED BY: DA U/
A.C. OVERLAY _ 14
i 18 ( �_ — p CITY ENGINEER RCE: 24953
ca T NTS
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COLD PLANE 12 3 , _
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No. 24953 =
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o �+ CITY OF RANCHO CUCAMONGA ��Qµ
» 5,�,•, I' EXIST. OPEN CHANNEL " W � �-
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5 THICK AC PAVEMENT � p .a
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;I RANCHO CUCAMONGA, CA 91730
_ P CHANNEL DRILL INTO EXIST. OPEN C EL
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6 THICK CAB SHEET s clv� of
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SECTION C—C OF c►►�� CHECKED DRAWING No.
NTS JD DATE t� No 99-10 1724