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G>UA�I/T/7-j' UN/T G���'o/ Notes ' CO/7fC
_ - _ __ _ - - — _ _ —T WgLf' Q vi 406 Pavement Trarnslrlal? w/A.G Berm, ,203 S.F 3 ALL WORK SHALL BE I N ACCORDANCE W'I TH THIS PLAN AND THE
COUNTY OF SAN BERNARDINO AND CITY OF RANCHO CUCAMONGA . •
303 Co/�5t. pc(,'Cu/6 �'_2¢" C74itrcr X00 Z. STANDARDS AND SPECIFICATIONS .
--� -- � — - — Z775 7' O 'er �o/15t 050AC.'o�r/1/otirL► /!1929 SF ¢. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
Ir J1dWC!/T�TEtilDt/E EX/5'T.4.r-AVti1T Ci/k'B �GUT,?fP -1'
�9 O W �C BACKFILL, COMPACTED ORIGINAL GROUND, AND ALL SUB-
)3. OZ �� d0 Z ColhS� �/%VL'/I,O�rot �D/71/77el lal, !S�`O� /Y=.�J' 908 S.F. GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF
13 E,fISTSQN/T4,PYSElt/F,QTO ?E a- 309 �gr,�f5'COPY ND//f 3745 S/- RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPAC-
/373TC ,/DdVSTED 717 �e41 O to TION TESTS SHALL BE SUBMITTED TO THE CITY OF RANCHO �PEV/SE1� EST�IC/4 -3'T. ET�.4D17ED DET4/L /�y/ai ,P
/3.0 6 fL - —r5.5. on-it" F �"'N. -_ C. f °/7701�0/ G,20<o S.F.
CUCAMONGA S DESIGNATED INSPECTOR FOR APPROVAL, PRIOR
MODE FX/Sf$dP,eiG'g0 30$ �D/ISf ,�'�1zl#el Sloan Drive 0v/D S.F. TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 9. A PERMIT FROM THE CITY OF RANCHO CUCAMDNGA AND CAL- DESCRIPTION OF REVISION DATE APPROVED
e, '. >-�, ---
/3 xF P TRANS PERMITS SECTION WILL BE RE UIRED PRIOR TO THE
309 CO/15•f /Y/I('C/CfIO%/'�O/77 75 S.F. 5. AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT Q
k- I _ �Z.e7� /NST4LL d"C�JQ6�/8'�c�jUJ�E,e p •ro -- BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE CITY CITY OF RANCHO CU CAMONGA
a, L � STD. 302 EX/ST. CONC'R. Refiot� Curb 6u�ter 3 L.F. AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED RIGHT-OF-WAY OR EASEMENT.
— —— ,.. — _ — _— _1 BY THE ENGINEER TO THE CITY ENGINEER FOR REVIEW AND /
� I — � y- � _ — �=. �-- _ - - _ = CU�$f(,Q07-rS2' EVALUATION. Lo. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND(AND TELE-
- PHONE OR POWER POLES, WATER METERS VALVES HYDRANTS PLAN N
-—— — — — —— — — — — —— FX/5T CO/{/C.P
_ - Ca�51,. �C� Cur ,j7 L+F +6. ALL WATER, SEWER, AND GAS 'MAINS AND LATERALS SHALL BE ETC. ) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE D PROFILE
N1 _ ,y — _ — _ _ - - _— __l_ ____ WALK _ e017f/ �CJ' C0170'• k/o/k1 . ZOD S,C CONSTRUCTED TO EACH INDIVIDUAL LOT PRIOR TO PAVING . LIMITS OF THIS DEVELOPMENT OR IN ADJACENT ARESA WHERE FOOTHILL BLVD. f'M �•3Z2 ESTACIA ST.
1� IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RE- /
�h � 302 Corsi. RC.C. Cvrb � /B��uft�r 3(o L•f• 7 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT �NALL ,
� �� ? /�5o TC BE SUBMITTED TO THE CITY INSPECTOR LISTING ALL TESTS LOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO ic;?OM J"90 EAST OF (11A1EYA.eG _._ /'POM SP/NEL AVE. TD
h ? A a So//5d2 t/�oE2 S/DEdt/ALK D�2A// l 5 ,E'. OR DETERMINATIONS COMPLETED TO VERIFY : CUCAMONGA . I T SHALL BE THE OWNERS RESPONSIBILITY TO AVE. To/458' EAST OF �i.�EJrq,Pp /¢2 ' (, 0E OF .SP/NEG
c� s �• /1. B3 FL ` _
1`i ��Z 6 rJ - NOTIFY ALL AGENCIES CONCERNED. AY6/
_ 3� va ' ' A) R-VALUE, SIEVE ANALYSIS AND SAND �VE
��J �� - EQUIVALENT OF AGGREGATE BASIS . I,I . WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH gppROVED BY DATE
C/t OfrT(JY7ChO C!/CC117701 4 CONSISTS OF A ROCKY MATERIAL THE SUBGRADE SHALL BE PRE-
.y � B) STABILITY, OIL CONTENT AND SEIVE
en�dcT 6wnw 57mc towr twvw 7Yp,rr � - Bench hlar� NO /8_�3 /� /LO5Z24 ANALYSIS OF ASPHALT SURFACING. PARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE CITY ENGINEER _ _ -_� 3_ R.C.E. No.9ILF, I
57P 5074 - SEE DETA/L /NP,QOF/LE 460ye �! v 8. IF ASPHALTIC CONCRETE IS TO BE PLACED DIRECTLY ON SUB- SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED DESIGN "10'TNglt^ak..ASW'Alt% - RECOMMENDED
• WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN
-� ¢� LOCOt/Ons GRADE A SOIL STERILENT REGISTERED BY THE E . P .A. FOR ".
THE NATIVE MATERIAL . - .
t, � 1' _
/�.E. CO//76-,0017//II BIVO•� 970'11,&11 07 A1Lf. USE UNDER A .C . AND P . C . C. Entm f"
SHALL BE UNIFORMLY APPLIED _ c�r�.F•!
�oNC,1'. W.4�x ESTACIA STREET AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL 2. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE DRAWN �,,r SHEET _
.C3'f. Of �` h'�i//r;O� A�c 0/IO/J`O�/yO��O�fOOI/��B�Y(� PAVEME:NT WIDTH PRIOR TO PAVING . THE CONTRACTOR TO CONSTRUCT THF WORK TO THE PLAN GRADES . ,J�' D �397� I ` F 2_
Ori���i� w/C.S. To9in Too Curb ��'E. Coi-ofFoob'C�,t7r»/. WHERE CURB GRADIENTS ARE LESS THAN 0 . 50 OF A PERCENT -- - � _ / - I
THE ENGINEER SHALL BE CALLED TO VERIFY THE ELEVATION OF CHECKED Ieonc.olrrc mjs'1,f) 1,r,,nrnl1Mu"Wpnr DRAWING NO.
K .53+% to, !kl, 4,e•,u 4t Jeno C.,h(„ jo,91n01!213-791-1881
-5C-AIE_ - 7 =20` --. CURB FORMS PRIOR TO THE POURING OF CONCRETE . — -—
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"A " 57 A- 11,-513 2 eo 1¢t 50 � , .�.-. re LO .,comsr. 0 3o'.4 SAN /\AxBERNARD/NO ROAD i5 �` X G��� � ti Cif Aco�er�v � �Yti�/! ,ry
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o. EST/MATED QUANTIT/F5-5AA1 ,36,elfl,42�/rvo .�D G���o/ Notes X57 F�. N
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0 .` 57D. PL/W QL'SC//fit/O/I Q(/011f/t �I/7%/ I . ALL WORK SHALL BE IN ACCORDANCE WITH THIS PLAN ;AND THE c�
.30Z C0175f. /oCCr1 COUNTY OF SAN BERNARD I NO AND CITY OF RANCHO CUGIAMONGA \
F-_�sr�Tv'44 �; M arb Gat7`c� 859 L.F.
/ _SSD. PL4it/ X309 � � , � �� COrl6't fiar lt7/C/ff e6'sAC 04.1'/0// 3,270 S.F STANDARDS AND SPECIFICATIONS .
�2. ��� ( C'aost 0.30'qC' ofio/�Se/�'ct�/otur�o/iL1ote�io/ /Z,8/5 SAF
2 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRE-.NCH
BACKFILL, COMPACTED ORIGINAL GROUND, AND ALL SUB-
22'
Co1)s/D/'me4op/-oocfi,Co1 mL,1'C%O/, e-,r -If / Ell.' GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF
4.C.� f7C'/170,Val 6, 7.5 ,S,F RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPAC- 7 . A PERMIT FROM THE CITY OF RANCHO CUCAMONGA WILL BE RE-
p.
E-
S.5' 3D9 PCC- 5/DEA1,44,e: 11w=5' 87/ L•F. TION TESTS SHALL BE SUBMITTED TO THE CITY OF RANCHO QUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUC-
CUCAMONGA S DESIGNATED INSPECTOR FOR APPROVAL, PRIOR TION WITHIN THE CITY RIGHT-OF-WAY OR EASEMENT. ,
IlO/jCS 40� Pa�ernent Tansition w/A•C. Berm 38¢ S.F TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CITY OF RANCHO CUCAMONGA
IMAX'. P.4/ fp ¢3� 8 . ALL PIPE LINES QR SUBSTRUCTURES OF ANY KIND (AND TELE-
PHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS,
L' I AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED ETC . ) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
5• BY THE ENGINEER TO THE CITY ENGINEER FOR REVIEW AND PLAN AND PROFILE
EVALUATION. LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE
�-pytr�r Cf� RE-
).re CGYIst //D/YOd/c'T�/C/f//L'✓�5' IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RE-
STD. Iowa .V,o, •3oz X67RV/77fOi'�'l/D�/�`mfo�� 4. ALL WATER, SEWER, AND GAS MAINS AND LATERALS SHALL BE; LOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO SAN BERNARDINO ROAD
8"C.F. w//8''6uTrE/2 Cb/ISf Q30'/1 CONS�RUCTED TO EACH INDIVIDUAL LOT PRIOR TO PAVING. CUCAMONGA. IT SHALL BE THE OWNERS RESPONSIBILITY TO
�/rlc//YO/U/a/7Y10/l-I 9/ _- ._- __ I NOTIFY ALL AGENCIES CONCERNED. FROM //5/32 WEST OF HELLMAN AVE. TO 2052.35
_ 5 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL 9� WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH WEST OF HELL MAN AVE.
:Jd itrdV �.4�.�1r eEMaVE ,EXIST. BE SUBMITTED TO THE CITY INSPECTOR LISTING ALL TESTS
_ A.G �AIiEN/ENT CONSISTS OF A ROCKY MATER I AL THE SUBGRADE SHALL BE PRE-
OR DETERMINATIONS COMPLETED TO VERIFY :
C/f of Aal 9cAo atr/770/I Gr PARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE APPROVED BY DATE
Bµ 57A-. /¢t50 to jS d� ^/ A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED CITY ENGINEE R•C.E. N z3pP9
,Belch Mo If � Y � /8-13 XC I/ 1205 224 OF AGGREGATE BASES . WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN
,4,C, eV_xZ� r B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF THE NATIVE MATERIAL .
DESIGN ,KM F , """`"K„'E` RECOMMENDED
ASPHALT SURFACING.
,LOI'4tion = KK.
CCA' Tr e.3C* 4.C. - NE ��r/���Faothl// B/vdorldli'ep//rr7QnAY� t R Y UB- IO • ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE FF
OI�E� SELECT 6l , ,IF ASPHALTIC CONCRETE IS TO BE PLACED DI ECTL ON S - DRAWN n„a SH T
41M 15th Td ZOt-JFfI .lE/t70VE /3 E, of t Ae-�%rnon Aue. ar/d.50 Nof�`of foot!/i//_,Q/vd. GRADE, A SOIL STERILENT REGISTERED BY THE E .P.A. FOR THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES .
/tlAT G MATE.e/,qG
WHERE CURB GRADIENTS ARE LESS THAN 0 . 50 OF A PERCENT .c> _ _��JF
EX/5T• 4.C. RPIP T TD �` ¢ �/vsr. O�'ivc�P/i7 `v/C.S Togi� ro.0Cl_lrh & Z C�rof7/oodeAx717o/. USE UNDER A. C. AND P . C . C. SHALL BE UNIFORMLY APPLIED THE ENGINEER SHALL BE CALLED TO VERIFY THE ELEVATION F
0.30 A•C. ONEE .SCLEC7' ,i/,47* Odd' � AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL V ION o CHECKED DRAWING NO.
SECT/DNS_ PAVEMENT WIDTH PRIOR TO PAVING. CURB FORMS PRIOR TO THE POURING OF CONCRETE , st+ + t.l.„a,t A-ma ++,.ieP�, c,r,l,.,,. 97007'715-791-1881
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