HomeMy WebLinkAbout412 CO�STf�UCT/ON �S/OTES j` EST//yArZAO QUANT/T/ES' GENERAL NOTES
-1-- -•-� 1 . ALL -WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
/ CONSr "A C. OYEJP "A.B. RAliEMENT PEf� T�'�/1.4L SECT/OrV 46, 874 5.F. I T L E S H E E F0 R CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND
Z CONST e" 42211R,9 0' 671,11777F BEf? STD ALAN 903 27T3 L.F. SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS .
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
3 L?74ST. �" BI.0 S/OE�'YALfr �EF� -.f/Z7 ALAN 9/O 8953 S.F. WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SHOWN ON THESE
4 CONST OW1vz- AP14Ma e-ll /EfF -02 SOS 0/- /6, .1's.3' B66B S.F. 10569PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE I MPROVE-
TRACT N • MENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE
S RE/yOI�E E.Y/sT. B' PC.0 CUl�B A, GUlTEW f2 L.F. " AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
� 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
6 ,PE.yO�E E.Y/Sl. -f" P« s/OEIyALI� P/Z S.F. IN THE CITY OF RANCHO CUCAMONGA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF
' RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY .
7 �E/'lOI�E E�'/sl Sf/�PUBS 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH
COUNTY OF SAN BERNARDINO, CALIFORNIA GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL
B 5ALl�AGE E.r'/sl OECO/� BLOIfr BO�OEf�S REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER . THE REPORT SHALL
9 RWaIZ-Cr /N ALACE CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMITTED TO THE CITY
ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL
/O Br,41A6E 0-/,W ToPAFF/e- /PATEO !/AULT / ESQ, �`�` e STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.
!/ CONST B" Blf Ofd/!�E OI�E/� CO/'/PAGlEO SO/L 3g9 SF' L �O, 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
�I 6 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
/Z �PEi'10YE �4N0 /PEPLACE A.0/A.B. �.4l�EMENT //Y fr/NO 63 S.F. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE
/3 /NSTALL BART'/Ef? �!IST.s PEEP 870/7//LL F/F�E �rEGl/OPV D/ST/P/Cl sfEf.S Z ESI. CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS
SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACE-
'Paz
LACE-
' Qf � MENT OF BASE MATERIALS AND/OR SURFACING.fONST. F/SPE ACCESS fL/iPB �E� sTO. HOZ Z¢ L�F j / /� 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
/S /NSTALL STiQEET NA�/E S/GN �Ef� sTO. f02 EA. OSS f� �� L/B 0�3' 0, � THE CITY ENGINEER . LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY
0.67 f� OS (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
�'°CU/lB GUTTE"/P (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
^ER STD. EL'.4N 303 ~L/B 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
•STR!/CrL/fAL sEr'T/ON ry SE L TFi'?i'1//t/EO "e711M G!/T/ER MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH
BY s0/LS ENG/NEED �B �c� �rAN SO3 PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED
WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
ZO
e'0, 5r LOC4L S/B CASE G 2 EA. UPON REQU EST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
PLA�EiQ s` CEf?/5E .STf�EET.S' RO.4,0��Ay -SE�r1ON TO THE CITY ENG I NEER FOR APPROVAL.
ZI 114151W1 G4TCi% 291_5/4/ BES? STO. SO2, /'Y = 4.�; !/ = 3/O / CA• 10 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE,
12 //V5TALL CATC// BA5/rV PEfR .5TD. SO2, PY = �0 , vs �s9 J EA LOCAL /QOf��!'Y�4Y SECTlaw !wvw T/LT : O. S � ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON RE-
PEff STO. BLAH 2V/ QUEST OF THE INSPECTOR .
lI .3 THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR/NSTALL /8" ?C.P /SOD"OJ OFjA/N B/�E 37 L.F. TI = S AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE,
4 /NsrALL 27" ee-,op s00-OJ ORA/N B//'E 4C99 L.F. ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY
OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT
S COrVSr i 0,41XIOLE Sr0 S/O / EA• ORDINANCES AND STANDARDS .
lip 12 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
16 //VSrALL 27" GRIP- /6 GA. OW,411V P/PE 3 /•F / WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EX 1ST-
K ING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
L'ON.ST BE/NFOBCEO CONCff,5TE COLLAfi' SER OETA/L Sf/EET 3 / EA 3�' /Z' WHETHER OR NOT SUCH «1CZL I T I ES ARE SHOWN ON THESE PLANS.
18 BE/'10liE �` FrEBLACE AC./A.B. BAI�E/1E/YT //I/ IrIMO r.SA`Y Q/T E�'/ST� B/QO S.F. W 13. SHADING ON STREET PLANS INDICATE A.C . PAVEMENT, DETERMINED BY STRUCTURAL
" SECTION, BE INSTALLED .
P9 /PEMO!/E �PEPLACE Est'/Sl Cl/f�B G!/TTEf� //V f�//1/O ZZ L.F � 1./7� 1.�3� 9 � 9� �33 � 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
•f ' _ OS 15 . ALL CURB AND .GUTTER, WHERE GRADE IS LESS THAN 0 .40%, SHALL BE STAKED WITH
�PE/10YE �` �PEPLACE E.f'/ST. s/OcoALff /N ff/NO /32 SF. O1 F�=�-i r^ 3 ' OFFSETS AT 12 . 5 ' INTERVALS . PLACE 3/4" DOWEL PINS AT ALL EXPANSION
%NL/R O.?) 10JOINTS .
O./7� O� �
NUB 16 . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE
SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE
S" LY//RB or GUTTER S/B,/rcr/rrPAL SECT! N 117 BE Ar72W1WA1ZDs" CUfi'B G//rr P POINTS, EDGE OF PAVEMENT POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION
PET? _579251PLAN 30.3 fEf� S/-z7 lL'A/V 3O3 AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED
BY SO/LS ENG/�/EEf� AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE
PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTdON PER-
SONNEL:
D/AMO/1�0 GLACE �OA4l�Y.4Y SECT/ON 17. I F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERI LANT
REGISTERED BY THE E . P .A. FOR USE UNDER A. C. AND P. C.C . SHALL BE UNIFORM-
LY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT
LQlAL /4'OAOGY�IY .SE�7"/OrV !'Y/ry T/LT s O�
WIDTH
PRIOR TO
18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON-
VENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN DETERMINA-
TION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF
WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE
ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS
OF WORK.
19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
�
20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
` CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: CIVIL ENG/NEEf'S' /t�TE TO �O/VTRA�1�7/�'•'
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
MR. BOB S TA L L I N G S (213) 969-2718
CONTBACTOf� AG,?EES TEAT ffE �i4LL ASSI//'1E SOLE A/t� GT7MPLETE �
FOR BASE LINE ROAD CONSTRUCTION
/Pf�R�NS/B/L/T1� fI7B ./OB S/TE LONO/T/O/YS O!/f�/NG 7�E G?�U�?rE OF
B. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE CONSrR(/Cr/ON OE Tf/CS Pf�O./ECT /yCL!/O/NG .54,-- Y OF ALL �E�PSONS,4NOf1'?O 'RTI,'
C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 lt/Ar WI-5- sylLL 4119c'Y 440 WT 6V- L/�'f/TEO !Z7
2191 E. BIRCH STREET (714) 529-7070
NORMAL �YOrP/r/NG HOU/P�;• ANO Tf/.4r Tf,/E Q7rYlBACrO� sf/ALL LdEff�YO, /rYOETyN/fY
BREA, CA 92621 ANO HOLO 1;'Y-A- Oly/VEf� X440 1710' ENG/NEE.P f,�Ai??NLESS Ff�/*/ ,4N,,V,440XZl L/•4B/L/TY,
D.- CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591
9641 SAN B E R N A R D I NO ROAD OPEAL OR .4LLEGEO, /N Cl7/YNECT/ON IrI17/ riSfE BEJ?1lVWr'1A/YCE OF Al?7f?lr ON TiS�/s
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SEE SHEET /I/0 3
DATA
a R � T CITY OF RANCHO CUCAMONGA
CERI%5E 5-TREET �� A /4°44'. 2" Sia. OD' 8162' 4114' /LAN ANO �F�OF/LE
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SEE Sh�EET I OF � FOfF TY�/COIL SECT/ON C 14`f3 Z9„ 2 8?oD; Ae-%V 36.4' FRQO/y 169 ' EAST OF /'IAZ-VZR_ / AIDE.
D /-f 33 Z3 ZBZ.00 7/. 6•f' 36.OZ' �'"� �IA��A1,0 1L ACE
E /4°33'13" 300 7612' 3832' T1RA CT IVO • 1OS69
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C/TY ENG/�t EER RIE. No. Z"e9
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7 90"OD OD" 17.DO' -�24i' 270D
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Cf/ECi�EO ' - Of�QN'//vf NO.
.IN. 3051