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/2/O /8 19 20 2/ 22 23 24 25 26
/T5T N OFGR APS �'' W. R/W LNUE O.5'
may/ �/� l /6.5 S.CF DNR APP. GENERAL NOTES
ESTIMATE CF 9-1ANTI TES /. ALL W04K SHALL BE LQAE/N ACCORDANCEE C/WITH 7WSE PLANS PTY Ov RANCHO CUCAMWG4
J I 4' STANDARDS AND THE STAN04RD SPECIF/C4TiONS FOR PUBLIC WbRKS CONSTRUCTION- CURRENT
/. 360 L.F. PC.C. CURB B GUTTER _____I 5 5 EDITION THE CU1ITRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESROVSIBL E FOR ADHERAACE
2. 381 S,F, 8' P.C.C. DRIVE APPRCWH TO THESE STANDARDS AND SPECIFICATIONS.
3. 52/ L.F A,C" PAVEMENT SAWCUT OR/VE 2. ALL RPEL/NES OR SUBSTRUCTURES OF ANY KIAD TEL EPHME OR POWER ftKES, WATER METERS
4. 670 L.F, A.C, DIKE -8"FACE O AF A^H REPEAT VALVES F/RE HYDRANTS ETC, SHOWN OR NOT T WN ON THESE PLANS W/THIN THE RIGH T-Gl-WAY
5. 6,086 S.F. A.C. PA VEMENT-0.30` TH/CK SCALE � 17' 215' L/M/T5_ CR IN ADJACENT AREAS WHERE IMPROVEMENT WORK/S TO SE DONE-WALL BE REMOVED
6. //, ---(
567 S.F. A.C. PAVEMENT OVERLAY-0.17'A VG. �� Z R=3 .5' S" OF DR. APP RELOCATED OR PRO TECTFO/N RL ACE AS REWIRED AT NO COST TO THE CITY OFRANCf b CUCAMONG4.
7. 230 S.F. AC. DRIVE APPROACH-0.17' THICK I - 4 3. T17E RESPOASIB1LITY OF ADJUSTING MANHOLE OR VALVE COVERS PAVING REPAIR AND RAV/NG RE-
Q PLACEMENT/N CCNUNECT/CNV WITH SEWER AND WATER GAS PHCINE ELECTRIC OR OTHER UTILITY
B, 2,446 S.F, A.C. PAVS1YENTFEA7-HER-OO6'AVG LINE /NSTALLAT/ONS WILL BE THE RESPL7VS/B/L/TY 6F Tit OWNED'' AND SHALL BE ACCOMPL19-ED
9. 580 S.F. A.0 DR/VE APRON REMOVAL � 7�
7T CURVED WALK � DETAIL - CURVE WALK IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARD..
/0. I,0/0 L.F. AC. BERM REMOVAL APPROX. AL/GNMENT LUTA/L ABOVE RIGHT/ 1 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROECT SHALL FAMILIARIZE HIM_ln F WITH THE
1/, 200 C"Y. EXCAVATION �i �j v SCALE I -/O SITE AND 91L BE SOLELY RESPOA150LE FOR ANY DAMAGE TO EXISTING FA CIL ITIES RE-SUL771VG
/2. / EA. RA ISE M.H. TO FIN. GRADE
DIRECTLY OR/N0/RECTLY FROM H15 OPERATIONS, WHETHER OR NOT FA
F. SUCH CIL I TIES ARE SHOWN
� �W � J
/3. 16/2 SPCC.
S TR/P/N(r SIDEWALK ON HESE PLANS
4.LUMP S Q V 5. SH4DING ON STREET R_ANS /A0ICATS A.C. PAVEMENT, DETERMINED 8YSTRVC7ZIRAL SECT/ON, BE
/ 571M- T � Q Cry �
INSTALLED.
�Z 6. A PERMIT SHALL BE08MINEOFRY.1{Il THE C17-YOFRANCHOCGCAMONGA ENG/NEER/NG DETARTMENT
SEE ON S/TE GRADING p OHO v W� P4/OR TO ANY ENCROACHMENT OR CONSTRUCTIOI'V WITHIN CITY OF RAACHO CUCAMOWA EASEMENT
VA) PLAN FOR DETAIL S OF ►� ��N o �v y`' c'_ OR RIGHT-of-wAr.
�i Li 3 acQ �� S a 7, ALL REWIRED STAKES SHALL BE SET BY THE PR/VATF ENGINEER
sb .
sb Q3 �m ON SITE PORTION OF ��co W O W Z h Q 8. THE STRUCTURAL S;C,FIONS SHOWN ARE MINIMUM. AT THE COMPL ETION OF R9,GH GRADrNG .Std/LS
�U�
DRAIN h O `u '�' i TESTS INCLUDING R VAL(�E5 SHALL BE TAKEN AND A MATERIAL RE-PORT SHALL RF PREM4 D BY
tAjQ I N z ``' Q �O Q A QtALIRED SOILS ENG/NEER, 'THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND
CONST. /2 LIN. FT. OF O 0 J' NlSHALL BESUBM/TTED TO THEC/7Y ENGINEER FOR HIS I9EVIEW AND EVILU4T/011/ APPROVAL WILL BE
c�QWvUNDER SIDEWALK DRAIN Q �Q v (p Q GNEN WHEN ALL STRUCTURAL SECT/ON REOU/REMENTS HAVE SEN MET.
`r>. O Q TYPE a PER CITY STD. WES r R/W L/NE J W Q 3 Q Z J 9. ALL SEWER WATER ELECTRIC GAS PHOVE OR OT1ER UTILITY LATERALS MAINS OR CROSSIAGS
NO. 5076 W=2' R-B, 6' Q �� y' CO'VST 8"AC. DIKE
SHALL BE CW5,7R(t tD P016W TO FAV/NG. '
x Z PER ClT Y STD, ARS 313 /0. COMPACTION TESTS CF EMBANKMENT CONSTRUCT/CW, TRENCH 840(RLL COWPAC77AG ORIGINAL
`V C� 640UND AND ALL SUB-GRADES SHALL BE PERFORMED AT AO COST TO Tht CITY of RAwHO CLCAM0w.
_ _ �O4 A WRITTEN RE-PORT WITH THESE COMPACTION TESTS SHALL BF- SUBM/TIED TO 7hF C/TY ENG/NEER
6RAVEVF L OR� 30PN FOR APPROVAL PRIOR TO HE PLACEMENT OF BASE MATER/ALS AND/OR SURFACING.
EXIST. k 11 AT 7HE C0WPLE7'10V 0FPAV/NG A MATERIALS REPLWT SHALL BESUBM/TTED TO THE CITYEAGINEER.
CG`VS " PCC. ' RE Q G[ITTER PER STD. NO 302 '`�'�' 3� `y'r""-ST. LIGHT 6 L/ST/NG ALL TESTS ORDETER�1/NATIONS CGNt'1PLETED TO VERIFY:
�� O --- �6�`�� �� �7-�- j - -7�- `J X1201�6� -� P, ���' (A) R-VALDE, SIEVE ANALYSIS AND SAND EOU/VALENT OF AGGREGATE EASE
/5'TAPER TO �R F� 0 0� Gr�1/ST AC.'PAl/ENIENT- - N - r� J�r - P[:iR TYPICAL/Sf_CTION r�' 2 OUTLET C (BI STAB/CITY, OIL CGNVTENT AND S/EYEANALYS/S GN=ASPHALT Si/RFACING
v N STRUCTURE 12. WHEN ASPHALT CONCRETE/S PLACED C&NATNE SQL WH/OJ�1 CONS/STS GN A RI'x'KY MATFF,'/AL THE
PROVIDE SMOOTH JOIN / EX. S.M.Il.-ADJUST GRADE SHALL SEPREPARED BY REMOVING ALL ROCKS WMCH F ,'OTR(X.2�ABOVE HE SUB-GRZt AND ALL
--1 - VOIDS OR DEPRESSIONS SHALL BE FILLED W1 TH A FINE GRADE MATERIAL GFA QUALITY BET TER HAN
NN pl FEATHER TO PRr7V/lIE THE NATIVE MATERIAL.
NN OM l� • , SMOOTH JOIN VINEYARD �� N 4VENUE 2�s N! ' 3� FEATHER
JOIN
Ff';OV/DE
� SAWCUT T STRAIGHT EDGE "' `� `O a `�� VAR, a• Z�3 ���
IL CQVST 4 A.C. T . I, L CT/0- 3. <r -�' OUTLET ,
S TRUC TURF
06XV1010
CONST 8"A.0 D/KE PER POWER ,001 v C/T Y STD. N0. 3/3
j EAST R/W L
9���2�� =� W. METER ' ' O �-EXIST. I
J I IIS �,P _x Q V Q �u�g �u �O� ST. LIGHT
Q o�� Q N �C 4-: REMOVE EXIST, C_ DRI VE c� g
Q TO 37 EAST CF AND Cov5T
�'Q hEW A.0 APR? " ° W W CITY OF RANCHO CUC41VONGA
W
Wg PLAN AND PRORLE
44 44'
12 32 Af 12 Qc OF3
VA RIES 22 3p' W
VINEYARD AVENUE
MOUNDED W 3 0.5 M/N. 22' ,' GENERAL NOTES CONT. SOUTH OF FOOTHILL BLVD.
13. WORK SITE AW D(rER/04 STREE'75 SHALL BE A AT CLEAN HAZARD FREE AND INAN ORXRLY C.U P. 81-04
FEAHERSTATE THROUGHOUT C01/S7RUCTION. SITE SHALL At CLE44 D UPO'V REQUEST OF THE/NSPECToR.
0
0. 0.
/O' 48.f 0O¢* WIC l4. IF THEA5J°HALT C0VC9FTEIS 70 BEPLACED ON SUB-GRADE A SO/LS STERILANT RE6/STERED BY 7HE APPROVED BY A4TE 7 1
SPEC/AL NOTE 0.23' LEVEL 0 L EPA. FCR USE UNDER A.C. AND PCC SH4LL BE&NIFORMLY'APPLIED AT THE M4NUF4C7URFRS REaW-
1N ORDER TO INSURE THE PAVEMENT`OVE•RLAYIS Gi'.nl VAR/ABLE 0,38' I n "A. MENDED RATE FCR THE RRL P4051NENT WIDH PRIQ4 70 PAVING. C/TY ENGINEER
CONSTRLCTFD INACWR04NCE W/TH HE TYPL^4L W/O1N S/ ALK(SELF ! CGNVST.8 C. DIKE PER
J i /5. ES'T/MATE Gly(X/ANT/T/ES/S PSnVO BY 1NEENGAVEER GNVLY FQ417 "G2aM/EN/ENQ'OF ThE DEVELQ°ET?
SEC770N THEENG/NEER SHALL PROV/DE 1NE ___- -- y� ��- ,j CITY STD. NO. 313 THE CCNV7RACTOR SHALL MAKE HIS OWN DE7ERM/NATDV OF COAS'7RUC77oN QU41VT/77ES aFFU4E SUB- DESIGNED BY RECOMMENDED
PAVING CONTRACTOR WITH AILLS'FRom ThE DE A VE RIGH -.: - Qa+VST, A.C. OVERLAY EXIST. A.C. PI/MT. �_ �` MIT77NG A BID. ANYITEM OF WORK REOUTAED BY THESE PLANS WH/CH/S NOT SPEC1F1C4LLYLISTFD IN B�RON B. ✓OHNSON JR.
J ES77MATE OF0JANTIT/ES 9-MLL BECONSILERED AS INCLUDED IN THEOIhER/1FMS Gly WCaRK. AND
EXISTING TO FINISH PAVEMENT GRADL�AT 25 FOOT CONST CURB 8 GUTTER REMOVE EX/ST. (VARIES O.l0' TO 0.301 REMOVE EXIST. �6 CITY APPROVAL GYE5'NOT INCL WAFER OR SEWER SYSTEM AND E577MA7F O ouANTITIE.S: PHIL K. WaEY
/NTFRVAL,_sALO G THEB+4EAK /NTS LOCATED PER CITY STD. NO. 302 A-C. BERM A.C. BERM FUTURE GOVST 17. CITYAFFIROVAL OFPLANSDOESNOTRELIEVE HEDEVELOcER FRCMRESR0NSIBIL/TYFgRTHE,00 REC- DRAWN BY CML ENG/NEFRI/IG 8 SURVEYING SHEET
AT , 8 W. OF AND 16 W OF TION CF ERROR AND OMISSION DISC IIERED DURING CONSTRUCT/oN. UPON REQUEST HE RE /RED P
CONST. A.0 PVMT. - 0.33'TH/p( TYP/CAL SECTION . SAWcuT To C01/5 r A.C. Pl/MT-0.33 TH/CK REVISq'VS SHALL BE PIROMPTZY 57JBM/T TEO TO THE C/TY ENGINEER FOR APPROVAL. LAN1033 E ROSEWOOD Cr, G#1/TAR/0, CA. / OF
(5EEGENERAL NO= FOR VINEYARD AVENUE STRAIGHT EDGE �= GENERAL llh')TES 67 CHECKED BY (7/41 984-4702 91764
ll STRUCTURAL SECT/ON DETERM/NAT70N) Dy4AW/l�G NO.
STRUC7Z)RAL SECT/ON LE7FRM/NA770N) � �►-- �, R.C.E. NO. 12492 4/3
STA. X4-7658 TO 244-36.58
NO SCALE DATE 4113 /8i F/LE NO