HomeMy WebLinkAbout1581 BENCH MARK
GENERAL NOTES: CONSTRUCTION NOTES & QUANTITY ESTIMATES: BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. &
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY Ci�--- CONST . 3" A .C . OVER 4" AGGREGATE BASE .------__----_---____ /d,7e& SF 19TH ST ., 44 FT . W. C .L . HAVEN
OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS AVE . & 83 FT . N. C.L. 19TH ST .
FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR C2}--CONST . 6" CURB WITH 24" GUTTER PER CITY STD. PLAN NO . 104 . -------- SET DRIVE PIN W/C .S. TAG IN
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TOP AT THE E . END OF A HEAD-
TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. CONST . SIDEWALK PER CITY STD. PLAN NO. 103 (W=4') . ---------_-__ Z,5B0 5F WALL FOR 3-24" C .M.P.
ELEV . 1430 .686 FT .
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 4�-CONST . HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103._---- 194.
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 5a- CONST . DRIVE APPROACH PER CITY STD. PLAN NO. 101-A (W=16', X=3', / 70,4?
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE UNLESS OTHERWISE NOTED. ) --------------------_------_
REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. 6 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V . BY SOUTHERN CALIFORNIA
EDISON, PAID FOR AND COORDINATED BY THE DEVELOPER. ----_---_--_ ¢ F•9
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 7a-- INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-A & 401-8, _____ / VINE 57 a,,�- " •'v� =-Sr'� �` '>� ; l
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
> �
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN C8�___ REMOVE EXISTING CURB AND GUTTER. ----- ------------ 35 L•� Kr de.
RANCHO CUCAMONGA EEM
ON THESE PLANS . -
-.-'�._YFN7xAl.PARK..:•: -.:.: W. i
9�- REMOVE EXISTING A .C. PAVEMENT . _ ------- --_----------- 510 417V
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA BASELINE R •• ��
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 10 . REMOVE EXISTING SIDEWALK . -_-- ---_-- /4-D gf M war sBfR ti _ _ a`
WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. s ; " r >
7 r �V l I <
(D.-ADJUST SEWER MANHOLE TO GRADE PER C .C .W.D. STD . NO . 18 .(TN/9 9N!-`ET) -- 3 E/9 ;, c =
t Hsr E:Lam.R:.wA_-
is
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. COLD PLANE EXISTING AC PAVEMENT,2'WIDE AND 0.10'DEPTH MIN. FOR A SMOOTH ry,` _ w4 � ; az ''�5'' 'N15`D•'%A1.`i
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 12 JOIN WITH NEW PAVEMENT
POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE s �•., _ ��_
THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED
BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS .
r .1 •
rE - GREENNAr �id•A..�:,-
6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. d A ' uIV
�
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED " q ,
1
AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH 1 ' i` ,PAOW_��
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER
nstA Z►jy� { I
FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR
SURFACING .
FOOTHILL I ' BLVD
B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
=' 8
TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED RE �E "rus -I
TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT : s i hof S�f�CE � p
I MEEDM.F K /W"ED(�MFE�R
PAVING . I 2 VIMNGwCL M F MRG•EE r
1 Mt.G..DEI t IDGE-0 D D11
.{AEwMwM E1 .tDGE wD00ICT
AV {M/TTFIIF,FED EZ t"EfIC•E S`C,
4. 7 it.M I F E+Ew%s'.(•
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL VICINITY MAP
BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA-
TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND Aj r. 5.
EQUIVALENT OF AGGREGATE BASE .
10 .PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT PAR_KN Y
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION
OF THE STRUCTURAL SECTIONS .
11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 8 7 6 5 4 3 2 1
OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING Alw
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 9
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
QUALITY BETTER THAN THE NATIVE MATERIAL . P4E. r3' 10 TROPEZ I F
12 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 4G'
STERILANT REGISTERED BY THE E .P .A . FOR USE UNDER A .C . AND P .C.C. I 11 22
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED , ; 12 21 23 24 25 2 a
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . I LZ"Z LINE
G4%r O.IV E -�- ���-- O�JI�' �"/� 13 20 /
13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ----- - 28 27
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 14 19
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A ------ x
BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT ' '; 'x ` -' 1518 29
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 461 STREET 16 1 17 30
14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A
AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION . TYPICAL SECTION !s�
/Vo ac^,L6
15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL .
16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED INDEX M A P
UPON REQUEST OF THE INSPECTOR.
SCALE: 1 "=150 '
17.14ATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR
TO FILL PLACEMENT .
18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS NOTE : MR LOTS 27 )V--V, CALA/5 CotIRT,
PRIOR TO EXCAVATION. PHONE NO. 1-800-277-2600 PROVIDED FOR YOUR 1U1"')P0VC"CNT5, SEC /MPROVCOCNT DWG.
CONVENIENCE ARE THE FOLLOWING: ALO. //4/ , DELTA G ACV/5/OA/, .yNTS
A. _SAN GABRM VALLEY MUNICIPAL WATER DISTRICT (919)969-7911
MR. JAMES FREI
FOR BASE LINE ROAD CONSTRUCTTON
B. GENERAL TELEPHONE COMPANY (NO)493-3000
FINISHED ELEVATION OF ALNAMERA FOIINORV C.I. WAR NOLE FRAME S
4-1
C. SOUTHERN CALIFORNIA GAS COMPANY (900)427-2200 MANHOLE PER ENGINEER--',,,,.,. COVER N° A-1254 OR APPROVED EQUAL.
COVER MARKED SEWER t•
INLET �.
D. CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 s s - AC PAVEMENT PER CITY
9641 SAN BERNARDINO ROAD `g :y z�
RANCHO CUCAMONGA, CA 91730 w m a= 6 24 DIA. REQUIREMENTS 1 I t
8+' S
-� " LOPE SHELVES DOWN
. 1�4 TOWARDS FLOW 1
COCRETE SUPPORT COLLAR
E. METROPOLITAN WATER DISTRICT (909)593-7474 NELow A e PAVEMENT 1 N:
PRECAST CONCRETE
700 N. MORENO AVENUE , .' • MANHOLE
LA VERNE, CA 91750
F. SOUTHERN CALIFORNIA EDISON COMPANY (900)6554553 r• __ to •
7951 REDWOOD AVE. INLET -
FONTANA, CA 92336
o ■
FL. ELEV. PER PLAN DESCRIPTION of REVISION
19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 2 DATEJ
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN
THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS CITY o f RANCHO CUCAMONGA
INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS o °: " ~' 4e DIA- 6" STEEL REINFORCED I
PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE s $ POLYPROPYLENE PLASTIC STEPS I F�
= ♦ . TYPE PS2-PF,AS MANUFACTURED I F/
SATISFACTION OF THE CITY ENGINEER . THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES m m
DUSTRIES OR
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; o �o APPROVEDNEQUAL-SPACING IS" 'P
20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT o (NOTE: PLACE STEPS OPPOSITE �7 STREET IMPROVEMENT PLANS
THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, WATER A4ETCRS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE = y DRO MIN. OUTLET UNLESS OTHERWISE OUTLET �
MA7Ld0xe5 AA/D Fine NYGrP4Nre .5/Ii1LL 6E LOc,4rC,9 DCH/�vO TNC NOCOALK. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DROP MORTAR DIRECTED ) FOR
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT A TRACT N 15725
SHOWN ON THESE DRAWINGS. '
• � SECTIONAL PLAN
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- • .9" m TITLE SHEET
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION t5OOP.s.I.
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CONCRETE I
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; USE l 5'-0" DIA. APPROVED BY: A T E / 6
I
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER r Fj n' 73S10•y CITY ENGINEER RCE No .10495-1
AND THE THAT.
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED.
t .�h
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING !`W�`^-��' '�• DESIGN MADOLE & AS
FOR
INC. R O MEND��
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DETAIL Y: a OF THE INLA EMPIRE
ENGINEER . "'�
��.. + N0. =�y CONSUI TING CIVIL ENGINEERS
FOR ADJUST MANHOLE TO GRADE DRAWN ,<o�o� CNuaAND `AND �` S SHEET
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT E'� �= =�7 c►+ ) ETT SUITE DoT
AJ. r. s. � RANCHO CucANaNGA• CA 9130
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . CrVIL \ •/• K. D. (9099)9,8-1311 / OF Z
CA CHECKED V aoRCE No 14 14 rRAWING NO .
cityDATE S-28- 96 FILE No-
t)7
o /58/
STREET PLAN i ;TLE SHLE - 2310, 27JPf . 1200 607 06-May-96 09: 5b AM / 126- 1200- 1
P666-XTF, tq-06- 1(,
PROJECT SHEET 10. J- OF
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