HomeMy WebLinkAbout397-A 04
GENERAL NOTES BENCH MARK 13
1 ALL WMK SHALL 0 DONE IN AC;ORDANCE WITH THESE PLANS, Tff CITY OF 10 BUR-GRADE STAIMS, DRIVEN TO TES PRVEI1!FW SOH--ORAt1E ELEV'ATTON, SMLL
Chiz ❑ in North end of curb
RANCHO CUCA14ONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT
WORKS CONSTRUCTION, CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0,01 FOOT OF SUB-
return NE corner of Feron
WrM ANDSHALL SE RESPONSIBLE TO THESE STANDARDS AND SPECIFICATIONS, GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL a
STAKES MAY BE REQUIRED AT WARPED OR VERTICAL CURVE AREAS, BUB-GRADES Blvd. of Archibald Ave .
2 ALL PIPELINES OR SUBSTRUCTURES OR ANY KIM, TELEPHONE OR POWER POLES, STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE 1 SUB-GRADE BY INSPECTION PERSONNEL,
PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN AREAS ADJACENT TO WHERE I Ele v 1115.02-5
IMPROVEMENT WORK IS TO BE DONE SHALL Ss REMOVED, RELOCATED OR PROTECTED 11 ALL SEWER, WATER, ELECTRIC, WS, PHONE OR OIFM UTILITY LATERALS,
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. MAINS, OR CROSSINGS SHALL MR CONSTRUCTED PRIOR TO PAVING,
I
1
3 TRE RESPOI4SI9TLITT OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR 12 COMPACTION TESTS OF EMBARl014►NT CONSTRUCTION, TRENCH BWK-FILL,
AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PRONE COMPACTING OF ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED
ELECTRIC OR OTHER UTILITY LINES INSTALLATIONS WILL BE THE RESPONSIBILITY AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT OF
OF THE OWNER, AND SHALL MR ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT THESE COMPATION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
ORDINANCES AND STANDARDS. APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ANDroR SURFACING.
4 ANT CONTRACTOR PERFOR711 WORK 019 THIS PROJECT SHALL PAMILIARME RIM- 13 AT THE COMPLETION OF PAVING, A MATERIALS IMPORT SHALL W SUBMITTED
SELF WITH THE SITE AND SHALL EE SOLELY RESPONSIBLE FOR ANY DAMAGE TO TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS TO VERIFY:
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS,
(a) !!-VALUE, SIEVE ANALYSIS ANO SAND 1SQVIVALEIPL' OE
s SAADLNG ON mr"PLANS IwrcA?E A.C. PAVEMENT DETERMINED S! STRUCTURAL ' AGGREGATE BASE.
SECTION TO MNL INSTALLED, 1 ZDi STABILITY, OIL CONTENT AND SIEVE ANALYSIS ON'
ASPHALT SURFACING.
i
6 A PERMIT STALL ISI OBTArmw FROM "11 CYT! 0P RANCHO CUCAMONCA MRIGTNEER- i
]TING G DEPARTMENT PRIOR TO ANY ENCROACHMFNf OR CONSTRUCTION WITHIN A 1 u RCONCRETE IS TO - PLACON MIRE SOIL WHICH CONSISTS
ED
OF A ROOCKYCKY T MATERIAL, THE SUB-MADE SHALL BE PREPARED BY REMOVING ALL
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGRT-OF-WAY. ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS AND DEPRESSIONS
SHALL BE FILLED WITH A FINE MATERIAI. OF A QUALITY BETTER THAN THE
7 ALL REQUIRED STAKES SHALL 1/ SET Ei TO PRIVATE ENG1'NEER. MATZVE MATERIAL.
• ALL CURB AND DMI", MILRE (TRADE IS LESS TRAM 0.40}6 SHALL 1R !E'1' WITH
1S IF TAE ASPHALT CONCRETE 12 TO EE PLACED ON SUB--GRAM, A SOILS
3 FOOT OFFSETS AT 12.5 FOOT INTERVALS. PLACE 3/4" DOWEL PINS AT
STERILANT REGISTERED BY THE E.S.A. FOR UNSE UNDER A.C. AND P.C.C.
EXPANSION JOINTS. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE
FOR THE FULL PAVEMENT WIDTH, PRIOR TO PAVING.
9 TAE STRMT1711AL SICTIONS ARE 899M At Rt1F'IMOR. AT TRE COMPLETION OF 16 CITT APPROVAL DOES NOT IR'LUDE ESTIMATE OF QUANTITIES.
ROUM GRADING, SOILS TEST, INCLUDING 'R" VALUES, SHALL WS TARN AND 17 STREET MARKERS PER CITT OF RANCHO CUCAMONGA STANDARDS NO WI,&802
A MATERIAL REPORT SHALL Es PREPARED BY A QUALIFIED SOILS ENGINEER. SHALL BE CONSTRUCTED AT EACH INTERSECTION,
THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE
SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. 18 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPO"TETL-
APPROVAL WILL SR GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS TTY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTR-
SAVE BEEN MET. UCTION. WON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROPERLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
10
19 WORK SITE AND EXTERIOR STREETS SHALL M KEPT IN A MWCAT, CLEAN, MIR211"
FREE AND ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED
UPON REQUEST OF INSPECTOR.
ESTIMATE OF QUANTITIES
Curb 81 gutter 113 L F
Sidewalk 480 Sq ft
` Paving (0.30 81 Base 19504 Sq ft
Drive way 1 40 Sq ft
Drive way removal 125 Sq ft
Header removal 100 L .F-
• Excavation 10 Cu yds'_
1
= 3
s
• ,ti _ W
opo• fiii" Z W
4 Q
.� A Scale I"= 10►
TC 13.15 1 TC 13.1! �� v lip
�,. 13 TC I>l•22 t � « n v o
,• 'e ,Scale I = 10Ar ; •
I 5to 124 94.5 6 O C " $ E c o F-
6 vc o 3 • v Z
1 Curb Soto / • e, ,, _
1303 Sto Ito 86.38 OC. R-:45' TC 13. 1� t0 m� w o,ae o. ---� /� n�tn
TC I d r JJ6°14 '55" h .� c `, a • ; _o Existing A C. Paving
Z
• 13.01 ?► L = 9 1.30 ,ti b • o.• o g'o :
wry' ,� • r m a + '..
1 4
v 1 : 4
101.2 2 N oo•2 3"2 5 m
� .- / s _.�
8 C 13 22 co ti 1 A p 4��drarn • Voriest
L r► v s
N
i
r i
— 1 .
,, ° � a h Remove � I
fro 12482.52 O.C. 1 ',110, �,� 'po o _ I + .1 PIPe
I g 1 I Existing istirtg •• c9 80.9 _
It '°s'�i Z Pave 030 l C-AR 4000 ML a a Driveway / FH �?` m ;! 480 Sq ft
• 06 , ; I ) �/ Existing Driveway
I� A C on compacted select •2s CX ?• _�;, Q' :� ��' Drive way �, Cons1 6' PCC . Sideovl* Std 309; 6 _
noturol moteriol.
II Ra M t3 0 OLIVE TREE � .r � :' ��
/ i yrs--�s a —a1�eLss
CL a :—=--z�st I
1 � s r 1
�e sir
IP 1950 sq ft. T C 'tjor _ Existing C 81 G ,
trnovsfit4«hi�xlsr Vo 1'3177.68 O.C. — — I
1
1 horn •xish'np 639°46'31w - TC 1516 Jan doiq Replace Curb 9gutter W N 000 07 ' 22"w \ /� In
26.76 ,� _ _ . .•.�-- ,, to match existing.22 LF)
A
Lot 1 1' We
R o diol N 8t001'08•E
« 664.0 8 i N 000 07'22"W
s79059'04'Ev
Radial M
Ogg
46 31 E ,
1 _ _ AVENUE
R HIBAL D .
• \ A C
FERON 601�t EVA R D I N o
I
0-
6'
/
Slope V4
. . r•
0 4 PCC SIDEWALK .
i
SEE DWG 397 / 3 '
- � � � � Description of revision Dote Aaplwe0
FOR PROFI L E i '!
SEC A '— A CITY OF RANCHO CUCAMONGA
Existing C a G I r I I = 1
� �. . .
PLAN DR, 81 -34
` ARCHIBALD AVENUE 81 FER ON ` BLVD
10
_ -PM . 8 1 vivre '(4 /56
v. _ .
10
101 Level line
` APPROVED 6Y Dpte
�� 114 x
` i e•,CF -_ f - -� CITY ENGINEEF� RC.E. No 2 8e
a
� f .� - kRECO�: ND D
... - � 1 .• r �� i % � SIGN
G
8 PCC
J.RN. vtR%Ch0/d Newton Inc.
1
Y •0 '�. �.• 1 P F'�I-.��.ir�� DRAWN
624 �11lSf L ;'1 �1tOrt0 91792
eer
Calif. ph j 714) 986 8707 ___L_of
SEC B B E.S D
SEE STD 302 SEE STD 306 I": I' Checked . .aeCE 228TT pMorinq no
tIt 4-4--!52- FiI � 397-A