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�i �J �6Hw0�!?/.4K NE ,4h'E NOr,4 PART
n� S\C�'�WAL\4 LA�CC)UT 1S COw10E=PTUAL Ot`1LY
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O Gam•REQ SRN DATA SiRE'6T 1.lAM1s STRE+tZ -CRE. SPAG\WG QUArtiT. S\ZE-
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� �/ � 3 1-tEe'R.MOSA AVE1�1L1E 4 R.=�.oO 0O 4 ARCA\PALO AVE. PLA"CA1JU�3 ACER1FOl.1A _ 20' 32 EA. 15 GAS,
�, G=PcN�-RA%_ *WQ-TC -c= \a,-as
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j 1. All work shall ba dopa la tctozdaZe^ lith those plass, the City of 8. At the completion o! pavinE, a matezisls saporc shall be submitted to 1-7, CC;r.1TACT UN��RC• N;;toU't4 > ScFLV\GE ALEizC• A\v7 � I
Raseho Cueamoaga 5tandarda ted \Ae Leandard S ecifieations for PuDlie the City Engineer. u5eing all casts or detssainations cosplacad co ALL U C\L\�`C CC�MPA\-1\ES A3FZ`cQ\.\\RE0,2 WORK\t`SC� Z I
Hooks Constxuetion - cumene adicier.. Contractor anal be last sax, verily stability oil content and Gradation of asphalt Paving i DAA PR\oR TC?1eXCAVAT\c:A4. S'EE C•R.C.STO•oWC=. Io
. with and shall be responsible lox adherancs to those Standards and \C)\, tVOT� No \-T. ^
Spaciflcatioas. . 9. Prior to i�tallation of any r.avillS. a materials report shall be {r �rQ�[ST QV�iT`�./N �Q��S
submittea to the Clty En�ineex. iriscing all tests or determinations t R AMOK A J&N V--t.1\.i E-
2. All pipelines or substructures at say triad. telephone or povar poles. completed to verify:R-VAWE,sieve analysis and sand equivalent of O C.C7l.1�TRUCT 4" CO3t4CRE-T� S\OE-NA\__,K PER C.R.C.SZrD. l DDWG-a`S. 304,310 8,:511•
water motors. valves, lira hydrants. ate. ohova or not shown on these aggregate base. DESCRIPTION OF REVISION DATE APPROVE!
Pan a within the xi=ht-ol-way limits or is adjacent areas where C0VA%- RU��Na �� �R S� E� E 0 CO\.1STRUCT COMM.OR\VEWAY APPRQAC4.1 P6R C•R C.S�Cp.�WC�. Ce.(W=3S�)
improvement work is to be dons shall ba raaioved, seloested os pioteete 10. pxv-M-shall be performed in accordaryC[` vith r-Value and Pavement tests ._ V
is plata as saquired at no coat to the Gity of ltan ho Cueaaoaga. taken to determine structural sectiOnS (p=1+or to firAl plan approval) 1, ALL STREET TREES ARre _VO PaE PLA^.-O N' ACCORD- q� �3 'PROS ECT �` �E�T L\Ct\T STA�IOARC� \�\ PLAG�c, C I T Y OF RANCHO C U C A M 0 N V A
3. Any contractor performing work a% this project shall familiarise his- 11. Whom improvements axe to be pltead oa aativs 8011 which coniista Of a 'ANON W\T\-\ C•�' •O• S_TO. C0\• 1157 T�- �+
self with qhs site sad shall be solely rsaponsiDla !or say damage to rocky material, the sub-grads shall be prepar.d by removing all socks 2 ALL STREET -MEE-S S\1ALL.FSE, -TAKMD A\.10 PL_A�TE� O AQ�U��T C.A T•v. F'�OX TCS �RAC�E.
existing faeilitiaa resulting ditnetly or indirectly floe his opera- which proczuda above the sub-Erode �' all vol ds oz dspreasions`shall ACCORD\l�1G TO C.R.C. STCJ. CaOSA, A�ZC-"\PbA LCA �'`��!`I��' PLAN AND PROFILE
-,- ---- tions. vhachar or not such facilities are shove on Lhasa plans. ba filled with a line grads naeeri,l oA a quality batter than the native O P`_'O-T� T S,C.E• VA�1\_T \N PACE.
material. S- F3AC4CFV_', Tt\\X'T\.1RE OF ALL �'TR�E-T -\BEE'S 5VNA`-\-
? �Cv PRCT«CSC'- C-,:T.E-• �lf�.ULT \�1 PL.AO\�. S% 'C'��wAL.� '
• 4. A permit shall be obtained from ;.Its City. of Rancho Cucamonga Engineering t3� P">=R-T�-\T� RECfJMMENOA,-\ONS OF P.N AG:R01.40�-A\C nm
12. Y! chs asphalt eonezete is to be placed on suD-slaws. a soils aterilant s
,•. - Depaitmanc prior to say saeroachtseat or eonstrtutioa within City of S°O\LS REPORT FUFZ\.1\S�\EO � C\T`C \t�15P�OTOF2, F, Q tu O �E-«�_,TOF2 C\\ECI�, VAL�/l-E �/AU�T, PROTEG-C \�1 PLA.CE. ARCN.AXPjh, Av� %4%.I -
`_ Rancho Cucamonga easemen or sight-of-vsy. ragiatared by chs E.P.A. !or uaa under A.C. and P.C.C. shall be unifoswly Y/
applied at the manufacturer's raeess.aadsd rate fes the full pays■snt sir, NO STRSE-C \�t�E SKf�LL ESE PLA\1T ECS WH�'Ft6 R-\rE 1 �� I
� \1.15'TALL S-CREE"T TREEF� (Sl2E 6 T`A'E)PER S-\O•.DWG, Coo\ �s GorL 6
S. All grads stakes shall Da sat by ehe Coatraetos or Engineer. Paving width prior to paving. C'el�1TEROF 7�\�•T'fZL\VVrC \S GLC�S�FZ 'TNAANs\ -1�•-\R'>`� r
-� stakes al-All be see at all Maga points, edge of pavement points FErcT(-m5) TO-VH'E NF-A=C-:_ QF CUROelS\SLESS OT�EFZ- � STREET TREE �\OTES �-1ERrc0\J. FROM �JSCO c•JC1VT�� �F LO�II\TA C�UR.T ��
within 0.01 foot of sub-grads ,lavation and ae not sora mhos SO toot 13. Estimate of quaatitiea Sa provided by the Engineer only for t}►e moa W\SE NO��p, _ AME-T"%Ie'ST STFiE�ET ,t �FQFSSShN.a:
c�aF; ,,&/, F 51
L.G$MI'TA C.OL\FZ�. G.U.P, 8.-r "
7 intervals. Additional paving staYss sty be saquissd by City Lag aasr vanience o! the dsvalopsr, the contractor dull maks his owes dater- O REMOVE C5 RrePLAGrc A.C. W\TN 3�A.C• OVER 8'A•P-�. �0.�,� � � v ti,,
,' as needed at warped ox veztieal curve areas, • urination of construction quanatine bsfere suDssiees•eg a Did. Any 5. AL\_ S-'T-RE'�-C -NRE�� ARre SUF3�'cGT _70\VYSIR�GC10N
icaa og work required by these plans which in not ,pacifically listed A}y0 .4CCE'PTAt`\GE FSC ` NAZ C\-T� Et-IC-AC -- � %wtA1��{ MAP i0 >=X\ST. S\G\�\,PRO'CEG-C \�1 PLAGE. �P J �� APPROVED BY ` DATE
I.-- 6. All sewer, Vater. electric. des. phone ox tMr utility lacarals.
is chs estimate o! quaacities shall be considered as Saehadsd 1n the
othax items e! work. ll lt.1STA1_L R-2G�"f?O PARK\1.\Ca ANYTIME', a No. CITY ENGINEER
�\-T-s• R.C.E. N0.223`J?
�' mains, or crossings shall ba constructed prior co paving. • .
C action costa of cnbsnknsat const-uetioe. wrench backfill. mom= 14. Street signs per City of Rancho Cucamonga Standard Numbers f01 and 408 12 REMO\/E S\G\.l `'v 'RETU2H TO OWN'eR. 6/30/92 �o F1'*' RECOMMENDED
Exp. DESIGN
w 7. wed ae each tatarseetion. REF�RFNC� nWC�S. PSENCI�1 MARK '�k\41 o STE:QN PAC\F1G EtJG. \NC.
shall De coaacruc
pacciag osigiaal ground azd cll sub-g�atas shall be performed at no \MP.PL-A\.1S FOR ARG\-\\2 ALO AVE- CH\SLED "O" \N CcNTER OF CON.• le C'Vi\ �� G.6:C�• \S\ KA\-"\- S_pR\,4c,SU\-C- O-\02
cost to chs City o! Rancho Cucamonga. A t-rittaa sepoxt with these 15. City approval of plans docs not salisva the dove pe izos responsibility owG.t,lS 8�3,SvkT`S, \ Es 2 nF SS T"j, sl A,N' . 0� 4 EAST E'OGE N.W.C. OF �FOF I�A��\� COSTAME-nfa�GA. �2Co2G SHEET
compaction tests shall be eubnietad to the City Engineer for approval ger the eorrectioa o! axxor sad oeLtasion discovered during eonatzuetiosa.' FOR P,M•?82"7. RAN10NA AVE, P.SAS�t-.\\.1E AVE. DRAWN C-T14) Soo - \C>-n
prior to the placamenc o! base autarisls and/or surfacing. Upon request Rha required plass revisions shall be promptly submitted to •
- the City Eagiae or approval. ESE%/. \1S33.SSS WESTERN CML EKGIKWt5 AND LAND SURVEYORS G-C-. I , I OF �__
16. Work site and exterior strnetU c'.�11 Lo in a asst. clsaa. haaard free, PACIFIC 15t KolrtxaDrtvc•SuireD-102 CHECKED DRAWING N0.
orderly state. throughout coa,ttructioa. Site shall be eleaasd upon EN G I E ERI N G, INC. C14n�•Cd ra 92626 /
3417
request o! the inspaetor. - 714/540.1021 W �, .C.E.N0.3`Z4�-�
D E FILE N0.
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