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HomeMy WebLinkAbout1469 GENERAL NOTES CONSTRUCTION PLANS FOR 1 . ALL WORK SHALL BEON D E IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE H FOR AD ERANCE TO THESE STANDARDS AND SPECIFICATIONS . 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS , ECT. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 5TREET I MPROVEMENT PLANS TRACT 14544 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL I N THE C I TY O RANCHO C FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N 89.27' 2" E 356.61 ' ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION 161 ,61 195.00 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT N POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 6 L 6. ALL SEWER, WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS , MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. t 7 < m 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED Z AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH �°� o THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . n 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS .0% ¢ COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 5 W BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR S DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 0 N o 0 w r a o 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND / PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO , FINAL PLAN APPROVAL) . 8 a 2 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH ry`" m� NEGUTfER—_ CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY a ti REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF o . oMo A QUALITY BETTER THAN THE NATIVE MATERIAL. z c " ^ 69 6k, � 12 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS N c t.1ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES STERILANT REGISTERED BY THE E.P . A . FOR USE UNDER A .C . AND P .C .C. N SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE t NO. DESCRIPTION QUANTITY UNIT IPAVING . OR TO FOR THE FULL PAVEMENT WIDTH PR '. ° J 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR !l/� �� 10 CoNSTFZUoT g" CurZ� GUT?1=� 1E:P,_ G(Ty S7*17. ?So3 74- L�F= THE CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS C/`L/ "' (g)_ Co►.1S7ROCr a" MIN). AC. Ov�K q=' G�-JT At3 TIAV;NG DC �, ti � � l4-�3G 51= OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A D A* BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH I S NOT 3 C:oNSTRUGT PrZIV� 1tiPPfZDAGH- 1'Ef� GITy 5TD 3oCj 391 5� L SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED I N THE OTHER ITEMS OF WORK . �N ' �/ °o P' \ / ® INSTALL 5i1zEET-1_TCWRvID .AN> f5t�R "STYRAG19NVA � / 5 IN�T'�LL STFZEET' L1r;HT 5'l�0o L� 8Y 5GE �����yeti/. 4' � 4- 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS y —`- ��+� �• iO � � / o r�u� s 401 AN 40 . 0 ,0 0% o © C MST T tDE=WALK 1'e_R G(TY GrD. 3Io ,31t 3197 .5 F= D 2 SHALL BE CONTRUCTED AT EACH INERSECTION . � Z 1,Z. + � z � o , 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM �r 0°° c r.�sTaZvc.T UNOEFtS1�Ek1ALK DRAIN PE CITY -STv. sO7 (v-3-o) z E-A RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMM I SS I ON INSTALL S3 "NoT tTKRU STREET " SIGN ON PO sT DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN 011l 8 W t E q G REVISIONS SHALL BE PROMTLY SUBMITTED TO THE CITY ENGINEER FORtiZ o� \ 9 APPROVAL . / ke 0 �1 02 (o 3 10 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. / 6h 11 HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE Z`°' 12 CLEANED UPON REQUEST OF THE INSPECTOR . P O 17 . CONTACT ALL UTILITY COMPANIES AS REQUIRED. TWO WORKING DAySCALE: 1 "= 50' 13sPRIORTO EXCAVATION . / 6 14 6 15 L) 2 16 L 17 N %LLS%Vpm AN ( a. de � �k0 5.5' p � ` r n d1 4 LINE MAX YAR1E5 4 aal I �k \+\+ SIE= 141= lIr FA co N t] N z �\ / d Z Fba'Tl-ktLL bl- D. T - T /FICAL SE-C -100 �0h� / Y d w� CCU ,<< >�� DESCRIPTION OF REVISION DATE pa� APPROVAL Er_-way / kCITY OF RANCHO CUCAMONGA 2 h STREET IMPROVEMENTS VICINITY MAP CAMELLIA COURT I o / 833.7' k FT ELY OF BERYL STREET / TO ITS E`LY TERMINUS TRACT NO. 14644 THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, t2 ''t �`' / APPROVED BY : DATE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A O � ,. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. AE �; , CITY ENGINEE �r .C.E . BENCH MARC � INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . DESIGN REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CITY OF RANCHO CUCAMONGA BENCH MARK # 71 (J-.M.WILSON 6 ASSOCIATES RECOMMENDED WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD _ : f P B CIVIL F_NCINFFkS LAND SURVFYDRS HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER OR NOT SHOWN ON THESE DRAWINGS. I T SHALL BE THE CONTRACTORS " H " IN WEST END OF CURB RETURN AT NORTHWEST _ 223 NORTH FIRST AVEMJE HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CORNER OF HILLSIDE AND AMETHYST . � � DRAWN "a`A:i, CA zees SHEET WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING FROM CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES ALL LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES . ` JGr .`y,1��<� AMOS - � ATEe I OF—?- OF RANCHO COCAMONGA OR THE ENGINEER . CONDUITS . OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . \Z.' `~ % CHECKED ROME u L ON DRAWING NO . ELEVATION 1893 . 747 ,`F �jA� pA c.E. 17788 906 fi 11162 J'yl W EXP. 6/30/93 JOB N0. IA,v p1=<03.�01 72.01 orl Tcxte. ui -raN =0.20 t970 y d- Ls 57� c - 70.27 ' o U y��- t9 � ii all oyr> 0. C. 210.oo' 18. VA-ao � ,, 00 1tI v GO /4- > 0�� �' 1966 As AD 00 A �7C• Gtr G-' ti!. T c. � � Yt =G'f.as =lig.t4 � 171 =63.00 r N rd t 960 o c r cn u \3 ria >R= n.sb�e 1970 1^J ^ � �,q 01 H c�rN V m g+ M_ N e, d1 0�t0 .� aZ z �8 �° -ro p w cu L/4- > o� R"3 Y+ 0 Tt ° L4 N cl 4roe 1966 0 dl 0 l o ,��� m n 1970 1950 , G r o � + �9 „ raN R�o.z /o JeN m �00 J n �- 4 i6 � �, o k9/q A 14!p1966 + 12.43 Lr 53 90 1954 �� � fl!c� �.�. c o. c (k-°`' 1950 / �0 X37 (P IQ T.G WOW TO P CUR.ezo +NoQ � r P EZOF I LEE Opj�-00*� ►, -4' SRT- t0 1 1'L l3 1 - L NOTE: - • DRIVE APPROACHES SHOWN HEREON ARE BEING CONSTRUCTED AT LOCATIONS DETERMINED ONLY BY THE DEVELOPER AND AT HIS REQUEST. THE DEVELOPER UNDERSTANDS THAT POSSIBLE CHANGES MAY OCCUR TO WIDTHS ttUIN a� 4. AND LOCATIONS OF THESE DRIVE APPROACHES. AND TO PARKWAY TREES AND �° a IMPROVEMENTS. THESE CHANGES MAY OCCUR AS A RESULT OF FUTURE CITY REVIEWS OF THE ONSITE DEVELOPMENTS FOR EACH LOT. ALL APPROVED AND l. REQUIRED RECONSTRUCTION WORK SHALL BE PERFORMED BY THE DEVELOPER AT HIS EXPENSE. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR ALL • sa �v �Vr � +_ PLAN REVISIONS, PERMITS. PLAN CHECK AND ANY APPLICABLE FEES AT THAT TIME. A4-r 46;1 4-"��G Q �'b• Co �� 6 0 elE V +� U A.p' a�� l4� o k 0 AC b TZ r . - 0.2� v%' L I n► 6 , 7 -- --� � i) J�/b �R.300� �. CONSTRUCT/OV X107-ES Foie A.5M&5T TREES 48' 48' 22" E— 98.0 '-' = 104 72 y 3r7. 6=20' k - r - 0� 00' l� _ ,o - �► Cj Al L STREET TiPEE5 Ta BE a,ACEW /N ACC OR DAN E {t/�C Cl SM /. SH LL BE STAKED ANO PLANT O _ - 3 Q ALL STREET TR F F S ,Q N ^ u 3 �: r 2 C/rY '5rP. 60-"-A OR &o5 B 45 PROXIM/TY TO y�4RoSCAPE DICTATES . +I 1 - l23 k� .3 - BACKFILL M/XTU�PE OF ASL STREET TREES 6H,4 LL BE PER THE REGoMME/VOAT/DNS OF AIV 46RO YOM/C SO/LS iPEPDRTFURN/SHED TO T/fE C/TY/AgPE( TOR• CITY nI 5 J 8 J� ��Es�z Iasi ¢, A(O 6FR455T TREE S#,4CL BE PLANTS �E TCS OF IT/E TRK DESCRIPTION O F REVISION DATE U N=� / L=6 .�06 I4�9 �sEM T �� � , �. � 12•{-02. Z t:.c. /S CLOSER T�fAN THREE FEET l.3 ) Tb TffE FSE OF CURB� U/YGESS Z U 1 4 \ 5. ALL STREET 7R_ ,-_E5 ARE 5UQ/ECT 7d /NMs CT/oN Ai110 APPROVAL 8 op 3 ALL By7 C1� E /NE�R - CITY OF RANCHO CUCAMONGA CAMELLIA COURT U STREET IMPROVEMENT PLAN �o TRACT 14644 4cvR C URS 26=^-.j: nls,�asl-nog I,1�T -S : _ co�tsTfiZVG'T'1of� rl s: CAMELLIA COURT d ' �-. T. © V>�IaTES Ep1-aoN U.G. -rFAA 151=DRMEK TU R1=]�lA�li�I © Gof.]STRUGT 8 GuR13 > GUTC K PE.F� GITy ST`M 303 © 282cx� �4r Ifo 4( 70VI 3532 ® vENoTr=S GTS PlToREE1✓IA<It`4 0 GaNsZXt)C_T 3 (MIN) At(--. oVE:V,' 4 GL•ILq•8. PAVIh16 ( Q 318.00' 20° 00'00" 111 - 00' -5fD 07 ® 1 0o 00, 7Fi' 217" 44:37' 22.r+l0 GoNSTRU�=T" 'DRIVE { �R GITY STD. 305 �j,•w=1� �X=3 � Wj NERVS+ BRaaM F1N15�} >=oF� DA,- 09 L'/ t;�:�l F `' ;��,; APPROVED BY : DATE ® 1I`15TALL. STREET' TREE �15 ga(. LLQU(U�cMB�tR STyRAGFUI/N. Cr-ESTIVAL)Gv Z5 o•C . 'PERSTv-G0( >`r NalI AMC 'r- �Fu � �� a CITY ENG I NEE C . E . 24 Drz.,3 -- 05 IKSTALL STREET' LIG4{T C580O L) IF;,/ 5GI✓ TO BE PAID AND COORDINATED 5y ��VEIOP�T� f �-`- DESIGN 7OB � ✓�W] RECOMMENDED yLSON ASSOCIATES�ro CcNgTKI�GT 4 G10C-WAL.kR01TYa7T 10 311 PB CIVIL ENGINEERS LAND SURVEYORS CON5TRUGT UNDERSIDCWALK DRAIN PER ci 'y STD 507 (D =3-0") 223 NORTH FIRST AVENUE 1 TALL W53NoTATHRU STREET" SIGN O hlPO T DRAWNUPLAND. CA 91766 17141 9e5-2ee6 SHEET AMOS 2 of 2 '\C ;'y✓i DATE. l/ CHECKED ,COME Ii7WI DRAWING NO . JMW EXP. 6/30/-lal JOB N0. 90651q69 \