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T - -�� k y D /.>P/O -_" -�- _-- - - -- - -�' �'-�'! .) SEE DETA/L ABOI/E
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�ed/V.5 T�UeTTa/V /Vd Tom., ----------- -- - 6ENFRAL NOTES �/ r/f�t�1 2 0 Orw1��9C ��� __..
O/ 6'ons1 ow.*o curb //Cr dr CiY .1/d it/o. .�03 - It d' M,5• � CoNyT• DRIYc Ab0 RoAcH ES oti PARCEL 1,2�3 L�-/f-9G D,-
•per y 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE g 0
? Gen'/. erose of/��- r Com' ,fib! it/o. !4� CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD PeF� GI 1D' T olA. -12 BYSRMP o o . 5� s►�T
O 9 �' SPECIFICATIONS FOR PUET I C WORKS CONSTRUCT I ON - CURRENT EO I T I ON. 7• COMPACTION TESTS OF EMBANKMENT COIJSTRUCT I ON, TRENCH 13. ESTIMATE OF QUANTITIES I S PROVIDED DEO 8Y THE ENGINEER ONLY FOR � CONS7_RucT" D21YE APP IzoAC4p_5 ON P,gWC EL5 d,5 ( 3- -r.� )`1
CONTRACTOR SHALL BE FAMILIAR WITH AND SMALL BE RESPONSIBLE FOR BACKFILL , COMPACTING iJRIGINAL GROUND ANO ALL SUB-GRADES SHALL BE THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS
NA /,\3 pEa c1rY sro• io1-,q,► 1=12� SY SAMPSo�1 ASSUC•(S � S}{r2 �j� �
.3 �i-o✓w1e hA^:;'Il•,.�/d .'C/o/-o-!!/o/7 %oer�-• G�fy .:o/o.' x/o. - /v, STANDARDS AND SPECIFICATIONS . PERFORMED AT NO COSTTO THE CITY OF RANCHO CUCAMONGA. A WRITTEN OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SIS NOT
A �*
O AOHZ«RANEE TO THESE S ADDED RET ALt-- so T o ��ZJ-�•j-AFAY LN 1
REPORT WITH THESE COM""ACTION TESTS SHALL BE SUBMITTED TO THE CITY BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT Q 5v-E 54EFT 2 BY SAMP501� A►4D Al55OC• 1I-1-91 /j Z,& G7L
O Cies/. .4.C. .dei-in �Cr Ci/!/ _s/v' IVO. !/3 ENGINEER FOR APPROLPAL PRIOR TO THE PLACEMENT OF BASE MATERIALS SPECIFICALLY LISTED I N THE ESTIMATE OF QUANTITIES SHALL BE _
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR ANO/OR SURFACING . CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 0114A/GE I//NM,4R A1/E. TO BR/TTA/VYLANE ADD
POWER POLES , WATER METERS, VALVES , FIRE HYDRANTS, ETC . �KIWAI OR
XET- WALL• FDR,REVEL. •BY, 0W, O �,4NE.95.SOC. 7-t Y-fD
NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN
a. AT THE COMPLETION OF PAV i NG, A MATER I ALS REPORT SHALL 8E 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMB p E-SG,Q/�T/D�v D� .QC V/.5/o,V o.4Tc- -pry
Oi G'o�.0/ tale_h S�si,l �,- G"//f' .S/off IVO -0OZ ADJACENT AREAS WHERE I MPROVEMENT IS TO BE DONE SHALL BE REMOVED, c� M I TTEO TO THE CITY ENGINEER LISTING ALL TESTS OR 401 APtD 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. A �rRD
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RELOCATED PROTECTED IN PLACE AS REouIREO AT NO COST TO THE DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND C ry 0� �ANG�•�/D cvCAMo�Vr,4
1 Ceps/. /oca/ �c�r-�o�ioo err C% 9/0! it/o. .5/S CITY RANCHO CUCAMONCA. GRADATION OF ASPHALT PAVING. 15. CITY APPROVAL OF PLANS ODES NOT RELIEVE THE DEVELOPER FROM
0 .PCi»ove L-X�.!/ii�y �Crm QROF E S S/o 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION
�� A� tiq FAMILIARIZE HIMSELF WITH THE SITE ANO SHALL BE SOLELY RESPONSIBLE 19. YR I OR T,O` I II STALL:�T I 0I! OF AI'tY P;AV I NG, A MINTER I BL S REPORT p I SCOVEREO OUR I NG CONSTRUCTION . UPON REQUEST THE REOU I REO PLAN -
J Const /Llanha/� ,o�r- L'.fy S>sGf .S/O Q ��Q ��` F s �F $IiM►LL BE SUBMITTEn TO THE CITY ENGINEER LISTING ALL TESTS OR REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR �c /
P y y FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR DETEAMIN�ITIONS COMFILFrED TO VERIFY R-VALUE, SIEVE ANALYSIS AND '- APPROVAL . /�L A � � �`'� �� ���L ��
C'ansf- ?V"NPCP (D-/30D� 12-29 4Z% ' o y I NO IRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES Si!►ND EQU I VI+LFNT OF AC•3REGr1TE BASE.
/ L'v/n't /d" ,PCP �eirirrcfar Pim (O-/500) a z NO. 46172 m � ARE SHOWN ON THESE PLANS . 16. WORK SITE AND EXTER I OR STREETS SHALL BE IN A NEAT , CLEAN, rA A Cr .Ma- 1.4.4 .00
Co�sf Cu�6 Ori/tf .S/rvc/iiro pe/ Sfo! SDG ,t Ex /Z 'p, O. PAVING 'S-IALL 8E i'ER!~ORMED IN ACCORDANCE WITH R-VALUE AIS HAZtt�t0 FREE , ORDERLY STATE , THROUGHOUT CONSTRUCTION . SITE SHALL Q
Q!/AA�/T/TY L`.5 T/MA TL 3-2?-9ce p ---- * 4 A . A PERMIT SHALL BE 08TA I NED FROM TFC CITY � RANG CUCAMONGA 1 `
� `% P N'GINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION PAVEMENT TESTS TAKEN '�0 DETERMINE STRUCTURAL SECTIONS ( PRIOR TO 8E CLEANED UPON REQUEST OF THE INSPECTOR . •,A/�/�f�//Q� ✓T.�L=CT B1?/TTANYLANE
/. G A,le G'uri * �u//er S-3! Lin. /Y. ��F O C V I�"`�OPa\ WITH 1 N CITY OF RANCHO CUCA!"K1NGA EASEMENT OR RIGHT-OF-WAY . FINAL PLAN APPROVAL ). !/it/OC-R�'.000iVO S TD�?M 0.2A/it/
2. .4s/vhdv// conc. /'�✓s�e�/ /Q, 3/8 _�. f% A� 17 . CONTACT L11�1DERGROUNO SERVICE_ ALERT TWO WORKIAI6 DAYS PRIOR TO BR/TTANY LAVE TO TU.Pe 3T
.J /4s ho7/1 Caoc /�er�n f16 Lin.ff T i i . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WH I CN EXCAVATION. PROVIDED FOR YOUR CCmtVEN I ENCf ARE THE FOLLOWING: ���W D !/C'O �Y
/" S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . oA/c ft, , /-
Cv.�c. Cros9 9vf/er �-� �f �� _�� �Q� PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT CONSISTS OF A ROCKY fi��TER I AL . THE SUB-GRADE SHALL BE PREPARED 8Y QRpF t�SlpN� C/T�' Eit/�/it/L�!/Z - - -- _ - --==�------ ;'e;-9';'___
s .Qswh.v// oo�c. .morin rCmovrv/ so lair /f ___---/_ REMOVING ALL ROCKS WHICH PROTRUDE AHOVE THE SUES-GRADE AND ALLGENERAL TELEPHONE - ( 800 ) 422-4132 �p 9� _ �1 _ ,e'CC
6 !/�ri�b/C /hic�/�ess A_� he9//L�/�Dt� jf POINTS W I TN I N 0.O 1 F00T OF SUQ-GRADE ELEVATION ANO AT NOT MIOF:E I SOUTHERN CALIFORNIA GAS COMPANY - ( 714 ) 529-28>39
`THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REOU I RED WO I OS OR DEPRESSIONS :SHALL BE F I LLEO W I TN A FINE GRADE MATERIAL CUCAMONGA COUNTY WATER O I STR I CT - ( 714 ) 987-2591 '`~� OOUGFAS L G�-`�«� /1l.-GOM•d7lNl�ll�
7. ✓frCC/ -Si9". / �, OF A QUALITY BETTER THAN THE NATIVE MATERIAL. W GOODMIIIN 1 ' B,4,T ✓
BY CITY EN�IMlEER AS NEEDED AT WA..PEO OR VERTICAL CURVE AREAS . PACIFIC TELEPHONE COMPANY - ( 714 ) 999-5639
B Zi",PCS 700 Li./ � /4
R.C.E. * 28500 x - -`� - - - - -- ---- --
9. /B ,�G� 5DUT14ERN GALI F. ED ISOIJ - L-I 14) �a-7 -82Co I .Sf�ICT
Q0 /"/ 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY 12. I F THE ASPHALT C13NCRETE I S TO PLACED ON S118-GRAD£ , A I Exp. March 31. 199C, O,Q/a wN GVman ",..- .:,'
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!0. ,*:917ho/E !Sr`&1 5✓D) ,Z E�t1i T T PR OR TO SOILS STERILANT REG�ISTERED BY THE E .P .A. FOR USE UNDER A.C. AND ,•� v ' • _ ___ --
LATERALSCROSSINGS SHALL BE CONS RUC ED I CIVIL - - / o� 3____
r� C�>`�h A�ii-� �S�S .SDZ) / ERc�i 15. FCNCE�/Z,Slb,/D/D 4t0 LE PAVING• P .0 .0 . SHALL BE UNI FOIaMLY APPLIED AT THE MANUFACTURER 'S J'
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ENGINETRING b•4. 7'. Civil Engineering • Land Surveying --
& Y-Gz1#.-' ' t75 Lin A /6 4"D_6. //O j6AI RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. . T P Cf/C'C,/Cf'!J O/1`Ylr. .t/o.
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