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5 6 1 7 8 I .M. s>s GENERAL NOTES
CIAI'SELCq 0 IN WEASr CURIS RETURti i
OF 5oUTHWEST CORNER Ot LEMON AMO t. ALL WORIL SHALL FW_ OOtiE IH ACCoRnANCE WITH TIASSE PLANS jkT40 T'1-IE. CITY OR
AMETHYST. RANCHO CUCAMONGA S7A.M FAROS ANO SPECIFICATIOrig.
ELEVATION 1594.54 2. ALL PIPELINES ANn '5UM,5TRUCTURES OF AMY K-INr), INCLUDiMG TEL.SPWoriC OM POWSP,
FOL.ES, WATER METERS, VALV65, HYDRANTS , ECT. '5HOWN OR HCIT -SHOWN ON THESE PLANS
WITWH THE LIM1T5 OF, OR AiJAGENT TO, THESE I�+IPROVEMfiNT5 -HALL. riE RF-Moveo on-
RELOCATEA AS REQUIiZED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
S. THS RE�NSIP5ILITY OF AOSUSTiNG MANHOLE ANO VALVE COVERS AHD PAvems-MT REPA14i ANA
REPLACEMENT IN CONNECTION WITH THE-56 PLANS WILL BE THAT OF THE OWNERS.
CTiL�IRtEEiC'S NOTICE TO CotiTRACTOR 4. WHF_N cuRg 06P""ioNs ARE PRoViD6r7 FOR DRNEWAYS, c *ApLLETa DRNe ww exMSTRUCTIOM
i- WiLL PSB t2EQUIRED iN ACCORDANCE WITH THE CITY OF RANCHO CUCAMOMCA .
THE EXISTENCE AMD LoCATloI•I OF Any UrnoERGROUM10 S. mynoNTftAGTOR. PREFORMING WORK. ON 'THIS PROSECT SHALL FAMILIARIZE NIMilmL: WITH TNI_
' UTILITIES OR STRUCTURES -SHOWN On THESE PLANS ARE OITE AND SMALL Fhb HELD soLrsLY RE•bPoN41fSL6 FOR ANY DAMAGE TO 6XiSTIMG FACILITIES
05TAINE.0 P5Y A 'SEARCH OF AVAILA5L-E RECORDS. TO TWE RBSULT11iG DIRECTLY OR INDIRECTLY FROM His OPSMATIOHS, WH6THER OR HOT SUCH FAC/L1TISS
besT OF OUR KNOWLEDGE THERE ARE No ExtsTrNG
ARE: SHOWH OH THESE PLANS.
UTILITIES EXCEPT THOSE SHOWN ON THIS PLAIT. TIDE a �LAOW AREAS INOICATE A.C. PAVEMP-M TO H6 INSTALLED A'S MOTSO.
CONTRACTOR IS REQUIRED To TAILS ALL PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN Arlo 7. i1 PERMIT WiLL FIE REQUIREA FRo►dl THE CI-Ty OF RANCHO CUCAMONL3A TO ANY 15NCRoACNMENT
9XT'ST.TC toto-sm TC Tb'St. ANY OTHER LINES OK STRUCTURES NOT SHOWN ON oR ConSTRUCTIoN WITAIN THEiR EASEMENTS OR RIGHT-OF-WAY.
THESE PIAtiS, AHO IS RESPONgIiSLE FOR THE PRO - S. WHEN ASPHALT CONCRETE IS PLACED OH NATIVE SOIL WHICH CONSISTS OF ROC{LY MATERIAL TI49
_ TECTIOTi GP ANO/OR ANY DAMAGES To THESE LINES SU15GRADE SHALL FSE PREPAREo 15y REMOVING ALL ROGV.S WNICIa PROTRUDE AhoVE THE -eUF5GR&0P_
r - _ OR STRUCTURES, AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A GRADED MATERIAL.. Of A QUALITY
i r REMovE KEPucE - � l567TER THAN THE NATIVE MATERIAL. USE 501L 5TEIMAMT PSE GREtn BOOi-.
3�39.6� AAM. STA. 6*bO it c 0 EX15TiMS IMPROVEMENTS GTA. E+eC0.69 t
ii EXIC)TIMG PAvEMENT O REMOVE t REPLACE SL COMPACTlOM TESTS OF E.?A?5t\"4MF�iT CONSTRUCTION,TKWActi BACKFILL, COMPACTiMG ORiGITiAL GsROU"O
Gi CONSTRUCTION EL. IG22.4o END COn5TRUCTION
1 I EXISTIN6 PAVEMENT- H.M. OLSON,ENGINEER P.E.NO. 55643 AMC ALL SUF5- &KAOES SHALL pyg PIZeFOV_MEO Al HO COST TO THE CITY OF RANCHO CUCAMoNC-,A.
�` 1 - _ - RAT"It TO E1(HTfMG _ 1� A WTLtTTEti REPORT WITH THESE COMPACTION TESTS SMALL 56 5UFbMIT'TF_D TO THE CITY ENGINSF-M
J Sse.r.�' W.Y. fEATNE2To STA. 8+52 4AL W LUl Ef)GE '�9G.9C' Jr 15,y;Z VM APPROVAL PRIOR To THE PLACEMENT OF EASE MATERIAL ANO/OR SUlZrACITIG.
JaM Te t><rrT. STA.b+S9.O9 spy! CUT EnGB O 5 M.W. ExiSTirte Z' MA�U1 MEW TO BXI6.C. CU
R6 SUgGRADS STAILI±5 SHALL 66 SET TO TI•IE PAVEMENT SUP5GRADE ELEVATION V5Y THE CONTRACTOR
WV g TG 1631.38 8 EXISTING A.C. GURFS �•
TG 16I8.5A rEATHER TOE%IST. Wv ft ICo37.7i _E OR FrhGiHEER. SU15GRADE STAIc6S SHALL %I- tN PLACE PRIOR To PAVING TO PERMIT SPOT
R I617.87 p p>>InSTALL 3 TYPE* MARKERS CHECIUNG OF SU15GRADE MY INSPECTION PERSOMMEL..
. I _- � - p P` _ �P OTICE ►i.
ADEQUATE 5TAV-ES SHALL 15E SET by THE EHGINEER TO CtiAPSLE THE CAr1TRACTOR To
is x x-�>< x _ x CONTRACTOR SHALL {♦RR1F'y w- CbN`3'CRUCT THE WORIL TO THE PLAN GRADES
2 3 5 6 pMQAmwikIM yXtsT. 5 CONDITIONS AND DIMEMSyoNS
O x 4 4- AND SHALL REPORT ANY AND M. AT THE COMPLETION of PAvtN G, A MATERIALS REt'C�RT SHALL !SE SUPSMITT� TO THE CITY OF
' 7 x PRO CT STA a*yt POWER p0� ALL DESCREPANCIES AN THE RANCHO CUCAMONGA ENGINEERING DEPAR?MWT LISTING ALL TESTS OR DETERMINATIONS
COMPLETCD To VARIFY:
( • CAN CAPIM& Xq ENGINEER PRIOR TO THE A. 5TAPSILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASf�1•IAL.T SURFACING.
IN c C CoMME.tICeMEtiT OF WORIL. D. R-VALUE, 51EVE ANALYSIS ANO 15ANr) EQUIVALENT OF AGGREGATE PEASE.
+ ( • .r C. R-VALUE AND RELATIVE COMPACTION TESTS OF LIME TREATED FSA5E OF SU15-5ASE.
I IS. THE SU5GRADH UNDER SIDEWALKS AND ORIVEWAY APPROACHe5 SHALL Se SCARIriEO Ta A VE1�T'FI
OF AT LEAST EIGHT (6) INCHES. MOISTURE -SHALL i9E ADDED ANO MAINTAINED To SATURATE:
O THE 5Ub-5ASE, AT LCAST 24 HOUMS PRIOR TO PLACING CONCRETE ArJO THE SUt5GRADE SHALL
O C <t I W a a N + ��� THEN 456 MADE WITHOUT COMPACTIVE EFFORT.
O - I > �-
3 r > 3 ^ ^ ^ 0 3 rd > 'sT>zE
o in r- Q < <
N '9 m n N eL>w r�:s.ba R N PROJECT •
3 * + -" \ -- " NO SITE IS PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL m SUtS_MITTEQ ZO TRa CITY
AY�sps t ENGINEETt LISTING ALL TESTS OR. DETEir-MINACOMPLETED To VARIFY R-VALUE , &SIEVE ANALYSIS
ALNAYIt+t1LA GA2422 \ C0IISTRULT NEW ❑ _ AND SAND EQUIVALENT OF AGGREGATE BASE.
in _'n TRAFFIC GRATE \ A DRAM CILANifeL � LE1'lDtt � AVF-I, a
SEE DETAIL A-A IQ� WORD SITE AMO EXTERIOR 'STREETS SHALL bE IN MEAT CLF-At1 , HAZARn 1=REE Ant1 ORDERLY STATE
TI.4ROUGROUT COM57RUCTIOn. SITE SHALL P56 CLEANED UPON REQUEST OF THE INSPECTOR.
7 •o
A \ d o -VICINITY MAP
AMETHYST A V E N U EwillI M.T.S.
E7ti5TrnG ,. \ EZI'STTtiC
►E11cel FenCE
TO - DESCRIPTION of REVISIONS
tTRt►n�t'geX G -_ - DATE PROVED
_- -_ _CoNSTRticTLON 1`loTEs UA�tT1TY
3gi 33• 3S, � �1 -- CONSTRUCT S' A.C. PNMT. Otl 4!!SASE 19L CRy RmCp40
CiTY of RANCHO CUCAMONGA
SO
CUCAMONGA STD. DWG. MO. 201. 7"s 5q 1<'T.
11' 22' , _
VARIES 11' 22 22 IL � � DRAIN CNANt16L �- COn•STRUGT 5' Gt1R45 A GUTTER P6iZ CITY RANCHO
MTs CUCAMON GA STO. O W G. NO. 30S. SN5 L.F.
3 4• z i,�1•� (3�--- CONSTRUCT CONCRETE g,VEWALiL 4, TRICAL PER em AMETHYST A VE N U E
>✓ t } -"i 1 'T tx t gtDtMEt KAtiSdPlroAT v RANCHO CUCAMONGA sTO. DWG. MO. 310 4 311 te20 SQ. 1*T
I b _ l 2 I I Mcw 6wTe 1 I `FATE SEE pETA+L 4��- STREET IMPROVEMENTS
� To EX IST. �� to Ll%ST. v ADJUST AMO/OR RELOCATE 9PRIHKLi M SYSTEM AND/OR
57'STEM VAULTS. LIS.
ji t+ ` ° ° CHEe�,MMEL t:J Co1'1•STRUCT RESIDENTIAL.. DRIVEWAY APPROACH PER ,FROM 539 . 69 ' NORTH OF LEMON
1- SAW CUT EVGE A �, • 4 • CITY OF RANCHO CUCAMoHGA 5TD. DWG. No. 1505 S 6A. -
9AWCUT 60CE ; d �4PLA11: • • ELEV. wte.A4It �_ TO 396 . 98 SOUTH OF BANYAN
�EXisTtM6 ElttsTiTls •wI% G CONSTRUCT PARILWAY CULVERT PER CITY OF
• IMP¢ovpmellT'S )rtpQoVEM!•JtTS _ _ '� �t ° • I I,. c • a RANCHO CUCAMONGA 9TU OW b. N0. '507. ( EA: ,�
APPROVED BY DATE
- ve LAC BOLTS 1 i � CONSTRUCT ORAin CHANNEL PER DETAIL THI'S SHEET. 1 E.A.
STA. '8 5 2.0 0 to STA, $86.69 `f A. 15 3 9.6 9 t o STA. $5 .O 0 � REOu1RED �� a-- LANbTRucT A.G. of ICE PER Cl'" of RAncHo CITY ENGINEER R.C.E. NO. 23889
9" FRAM EACH EMO OirTA1L A-A EXtSTIt1G hOX CUCAMONGA 5TD. DWG. NO. SYS. Sts L.R
eiTs DESIGN CUCA 0NGA COUNTY WATER DISTRICT RECOMMENDED
i QETAIL B-5 IZ. 51 LVA 9641 SAN BERNARDINO ROAD
AMETHYST AVENUE cNAnnEL t>z,orl SUPPaRT n Ts P o. BIN sae
I - -
NT5 � DRAWN RANCHO CUCAMONGA CALIFORNIA 91730 SHEET
I"- LO'-0'• R. 51 LVA (714) 97-2591 '
OF
CHECKED P.E. NO. '.SS64'S DRAWING NO.
H.M. OLSON DATE 4_040_83 FILE NO. 82 3