HomeMy WebLinkAbout726 GENERAL NOTES CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF ITEM �- DESCRIPTION QUANTITY UNIT
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC eON$T 'O.30'A.C. PA*EMENT
\ WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR NAT/VE IV,47i5914L 24, qqq
\\ WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND ClU�ti�Sr B"�C.0 C�i,'�,ra -f'!//''T'�'•P �'�.P CAG T,2.4N�3
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SPECIFICATIONS . 137, OWCr NO• AZ-B �}(,g L.F.
h°�°\� 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES , ,F.,^,vC,y�
WATER METERS , VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE 9f/�
� PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS 14HERE IM- CONST. 7,P,!/V6 8 '' CF. TD fir" C•F. _ 4$
1.0% ��` p PROVEMENT WORK IS TO BE DONE SHALL BE REMOVED , RELOCATED OR PROTECTED
ALTA LOMA IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 1 CU T 1:�0 E' C _
�► .(/C9 cSc� crc/Tr�.,�, c.��f/�.E�E'� � ,� ,,. y Off"
�° BASIN .P��✓CyU CY//�iS�10�f/��c��. /.. . . .�0�. 7 2 4
3 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS PAVING RE- -
��°� t` N PAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS , 10E.VTi-1E/d A. C. OVE,e EX .STl.,1/� /a.C. P.�l��/li/ENT. 'fJ!(o80 �.F.
W g PHONE , ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE
N1 A
( RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE CO,S/c9T. �3//.J�'i✓i4Gi('',Pi4�ylf��E.P e,41- T,C�,4/VS 9T1, OIVI�•
\ WITH APPURTENANT ORDINANCES AND STANDARDS . NO. /V 6- moi
1.0 • - �-A,
% 0\0 � LEMON AVE. - - . _
o� W .PEil�101�E" cam('/�3l".POC.f� c O.C/C %I�.�OG G. Cv.!(.� L•F.
t W a 4 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM-
w CU,!/C9r 12 f'
-
cn J W C.C. CU,PB lyl/TrE,P. SER 5'ro. .vwG.
SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO -- 1--
�. a a a EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA- �2 9 L•rr
-
HIGHLAND AVE E. TIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . COiI/c9J"/J,E'/�G�`Y.OYi4�i�.PO.00/S/�F.1P C/rY Or�iE��i(/Cii/O
cUc.4is-Io ,4 v'r/J/--? . //y. 3' ) EA
$ o ;� --- --PROJECT SITE 5 . SHADING ON STREET PLANS INDICATE A. C . PAVEMENT, DETERMINED BY STRUC- CD,t/cSr f�f1y'T. l��DiP,�jC��E�E�t�C/ryU�"C!/C.4/j70,(/�r�4
217°/off j TURAL SECTION ,To BE INSTALLED . c$7122.�G.Q.(/ ,{/°. �O¢. 19-,4 V1T Ti-(WAIS, GTO, Z2,PPG. /V0, 4D�o 2Gj L•F.
° 19th. S T CO.Uc9T. C.OTC.S/fjgc5f/,(/ �(/s ! �E',2 C/TY fJF Gl/CA/�'IU/VGA
IN
6 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAr10NUA ENGINEER-
°° 0.4�1/��w 4.5/ `� ING DEPARTMENT PRIOR TO ANY ENCROACHtiENT OR CONSTRUCTION WITHIN CITY �S•TO. ,OGt/C• iV-s 5Q2• W= 7; V= ¢; lJ=4 ' � EA.
0"5�° Q z OF P.ANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CO,f/c9T• 18��,PC.f� 2UUo -/.�. 3q�L t_.F
0\° f.2-/c (n m 0 a 0 T COXIC37- MANh'OG E 'f} ' PE,Q Src�. vw&• /y o 14'/0 1 EA.
�. � 0O z a 7 . ALL REQUIRED STAKES SHALL BE SET B'�' THE PRIVATE ENGINEER.
2 2� � o o � l c ' z
s 1 a BASELINE ST. 8 . ALL CURB AND GUTTER, t4IiERE GRADE IS LESS THAN 0 . 40% , SHALL BE STAKED Cl/C�jylO,(/�� j' ,�/_�. 06,fj/� 3 � 1 EA.
� 4 i "sa. w T OFFSETS " CO/VS 7. UN,OE.2 S/DEW.�I L� D,�v/n/ TYPE Iz Pe,e C/Ty OF
to o h WITH 3 OFr SETS AT 12 . 5 INTERVALS . PLACE 3/4 DOWEL PINS AT ALL
= EXPANSION JOINTS. 4UAIC/10 CUCAN10A16,4 5TD. DWG. V-e ,507 1-t/= 3' 1 L _I.•F
°,B�QQO� SAN BERNADIN0 FRWY. CD,!/.ST. GO/VC. .S000K RET//N/NG W.4(�C. G 2 G/TY OF
o* OQ 9 . THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COYTLETION OF ROUGH RAA.1C140 CUCAMONGA STD. DWG. N° B/Z . 14 =Z-`3") 21Z 1..F
GRADING, SOILS TESTS , IN,CLUDING "R" VALUES , SHALL BE TAKEN AND A MAT- l8 GONST. 7-,P.4A1i9, 8" e ,-7 7V /211 G.� _ F/5 L•F
IF—]F 2/d o ��� ca• ERIAL ,REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE l9 CONST. B"R.�DiUs fi,eEACcE55 GU2B ��uTTE.Z Fere G/r aF
REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALT, BE
SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATIO1;. APPRO- ,e.4,VCNo CU CAM0AIGA 6-M- 'DWG. N9 402 . (7;e4V0r 17-10 IV e__/V4 3$'). zy L.F
_� •• VAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN 20 R,560CATE Ex/S7'�iVhr-'VW6 e PoGG LI BY 4- EA.
��. 19 th. ST. SEE SHEET 2 �s' -.- VICINITY MAP MET. _ 21 CONST. �UC,4L 1DEPRES.S/O.yPErz c/Tv OFPIJNCNO
(57A' 7-9 NWY ATE. 30) CC/C.ClMDNG,CI ISTD. D!•YG. IV-e ..5/B. 9. EA
-•-- NO SCALE 10 . SUB-GRADE STAKES , DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION , SHALL 22 ,dA//VT Slob BAR AIV67 STEtiC/L
BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL
HINGE POINTS , EDGE OF PAVEMENT POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE 23 pA/NT C/�,4NN�L/ZATion/ sTRio�
ELEVATION AND AT NOT MORE FTHA.N 50 FOOT INTERVALS . ADDITIONAL STAKES 'll� Pq/NT S/NGLE T,�l=;t/C STR/P�
MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS , SUB-GRADE STAKES ,dA/NT 7-WO -WAY
INDEX MAP SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB- pA/Nr- TUF2/V ARROW
` I GRADE BY INSPECTION PERSONNEL.
•
NO SCALE r F � Z� CON._ T UN.t7E�yY,9G.C� D,�.4/N �,� SET 50 7 G/TY S TO, (Z L•F'.
11 . ALL SEWER, WATER ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS , MAINS , t ,PE".y10!/E EX/BTiN� GONC. F�AY6/y16NT H,G,/a4 5,,c
�iTATE ENCKOACNMENT PEEOR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CoAo Sr l-C �r �y 71 /�
MIT N2. 00-017- KL- Ml� 12 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION , TRENCH BACKFILL , COM- 3o STREET TREES 17 1�514.
PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFOMRED AT NO
DEC . 17 Irl Sy 31 _7`N5r-ALL srFZt-7ET LiGNT, gs'Od LUM�'N E�,
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE IA CONST 6 " .4,e. Ove'!? C0�1pACTE'/J it/,gT/YE v0�� gF.
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPRO-
VAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Nofe : The above E6fimafe6 &Ml- /r/e/v e sbeef 40705.
13 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED
TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED
TO VERIFY :
(A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
(B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING .
TC.ece7/. .
14. WHEN ASPHALT CONCRETE" IS PLACED ON NATIVE SOIL WHICH CONSISTS OFA
ROCKY MATERIAL; THE SUB-GRADE SMALL BE PREPARED BY REMOVING ALL ROCKS
/J�'`' •0,5= ' ¢ ' �' /� D' /p' ¢¢ WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL ,
BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE I r
t/ARi� MIN /2 .3Z, /2 , ,32 • NATIVE MATERIAL. \z tj levy
_ �P O.�"f�A✓6146=NT
B 15 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS STERILANT
RET,u/n//NG W,dLL /_,, ..5-5 ¢ /� /8 ' /F� - � 3
1061? GR,401A/6 P/- A/ / ., 0.15 0.27 (o yqR� 5 REGISTERED BY THE E .P .A. FOR USE UNDER A. C . AND P . C. C. SHALL BE UNI-
¢' L.EVEL !INE � _ /3 To e0� � FORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL
-/ T7: RETNININ6 WALL. � - S
,;;•.;..e.. tel- - _ I PAVEMENT WIDTH PRIOR TO PAVING .
Q:: _ PE2 C,RADING -n /8y \\�
\9 °, °
d.o PLAN' O/E O.~7 16 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON-
3 LEYEL I.syi I LIME VENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETER-
= `' a 3o MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY X47 '
ITEM OF WORK EQUIED • BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK. B � GIaT'TER T�lL
17. DELETED
..
N.T. S.
18. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM- AND ESTIMATE OF
TYPICAL SECTION - NINETEENTH STREET QUANTITIES . ,
STA. 6+86± TO STA. 11 +32 TYPICAL SECTION - NINETEENTH STREET 19. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401
AND 402 SHALL BE CONSTRUCED AT EACH INTERSECTION .
NO SCALE STA. I1 +32 TO HERMOSA AVENUE
V,aL20 . CITY NO SCALE T.�. = 8' , q VlLLIE = 50 BILITYAPPROVAL OF PLANS EN
ORTHECOR CORRECTION LRRORANDEE
OMISSION DISCOVETHE DEVELOPER RED OSI-
D DURIG
CONSTRUCTION. UPON EQIEST, THE EQUIRED PLAN REVISIONS SHALL BE
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL .
1 Op
?: 21. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, DESCRIPTION OF REVISION DATE APPR.
.�DU•f//JE,D.QLL�lY/�G
ORDERLY STATE , THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON
�.
REQUEST OF THE INSPECTOR.
12 lll�) /�e� /� CITY OF RANCHO CUCAMONGA
22 . ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK
�iQDY/SE K//.C'37z�s_ WITHIN THE STATE HIGHWAY RIGHT OF WAY. IMPROVEMENT FLANS
EiY/$T, YY.4LG /�'�o.
eo Ole
n ZS Ca 3Z "O_C. NC�iz . STANDARDS .23 . ALL WORK WITHIN THE HIGHWAY RIGHT OF WAY SHALL BE TO CURRENT STATE R A C T N ..0 . 11625
D
.PCC. ��Oy/'���1 24 . STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING ONLY. ACTUAT, GENERAL NOTES, TYPICAL SECTIONS,
- SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LAB TESTS . A T . INDEX MAPS a ESTIMATES OF QUANTITIES
• � I E/z.�-IoSA E_�� �i��•e STD. �/-1/l�'. 8/Z,,
I . OF 9.0 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY SECTION AND SUB-
m NGy MITTED FOR APPROVAL. APPROVED BY DATE _
9 1A CITY ENGINEER R.C.E. N0. 23869
DESIGNED PREPARED UNDER SUPERVISION OF; RIKBMTIDED
JAMES E. CROSBY ENGINEERS,INC.
A• C.
C 1820 E. DEERE AVE., SUITE 100 CC7 F 1"'
. �W JAMES E . CROSBY ENGINEERS , INC. DRAWN S TA ANA , cA. 27 9�s�sose SHEET
TYPICAL SECTION -` HERMOSA AVENUE TY r ! CAL SECTION G z 1820 EAST DEERE AVE . D . LARSON -1-OF 5
(7 JAME6 .cRcs ;
NO SCALE r.r. = 8' Fz-VALu� = 50' 1 w SANTA ANA CALIF. 92705 cHEc ED DRAWING No.
RETAINING WALL W/ALLUVIAL ROCK FAC � . J � JAMES E0-USBYUVC. (714) 957 - 8066 C17K / R.C.E. N0. 1557
DATE FILE N0, 726
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