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HomeMy WebLinkAbout1666 - Got4 R17-r WA I r - T3ENG+•1 IG _. _ E N E RNOTES 1 iGt Q t + s 3 -_ . _ __;- a + __ I - i . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. 't'Y 8 t� _T __ __ _ __ ,_ _. + _. - s + # 4 t t __ s I E THE '+ t3 tN hugs - -t s s >k s CIT OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS a.�t �tvWc #41E-LS4 D� AA d,1 -_ _- _ _ FOR PUBLIC WORKS CONSTRUCTION-.. __ ___ __ __ _ f t _ I O IN THE LATEST EDITION .CONTRACTOR r _ ,._ _# ._ - - -- -- shoo 1( + SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO - �- _ __ _._ - -- t,M3'I - # - _ -- {- _ 1 - THESE STANDARDS AND SPECIFICATIONS. s , s + _ __ _ - 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER s q'i POLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT _ __ _ _ ___ SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT_ � + AREAS WHERE IMPROVEMENT WORK IS TO 8E DONE SHALL BE REMOVED. _ _ _ --M �. � � � - - RELOCATED OR PROTECTED IN PLACE AS REOUIRED AT NO COST TO TH Y _8 i •t U r , - - : OF RANCHO CUCAMONGA. t i .- -__ --- _.. _ - _ _ . _._ _"_ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL - T. # - - - FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE s- # }} ? , _ R ; FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 0 a INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE _ 1 ` �,fi W + + s t_ -__._ � - �- 1 ! � 1 � SHOWN ON THESE PLANS. i i t ot 1,0014 _. - - _ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 0 �- ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION s ry WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _. w pls s __ _ _ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - - - PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. G V _ � _ __ __ ;Q� - � _ I EDGE OF PAVEMENT - s , - -- --- --- - - - POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN - i 50 FOOT INTERVALS. ADDITIONAL AV Y ITI L P ING STAKES MAY BE REQUIRED BY ._ si CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. - _ _ 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY _ + - ,- _ w _ _ -- -- -_. -_ _ - LATERALS. MAINS, OR CROSSINGS SHALL BE CONTRUCTED PRIOR TO PAVING. - - , 7. COMPACTION TESTS OF EMBAW`MENT CONSTRUCTION. TRENCH BACKFILL. + _ - } _ h► COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED -- - - - - - �Z Tllr� # o� 4 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH - -- - "_--- _ - __ ._..: _ _- .__- __-: _ -: COMPACTION TESTS SHALL BE SUBMITTED TO THE C NG ! � THESE H CITY ENGINEER AOR _ APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. � was i � A` � �• _ _ _- -- -- - _ _ ~ 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL 9E - - to SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS _ V �t - ; COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT } PAVING. _ 9. PRIOR TO INSTALLATION OF ANY PAYING. A MATERIALS REPORT SHALL - GuR$ BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR - DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF _ AGGREGATE BASE, AND R-VALUES. 10. PAVING SHALL 8E PERFORMED ACCORDANCE W - _ D IN CE ITH R VALUE AND ? PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FNA PLAN APPROVAL) . - • ti ' 1 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB-GRAD SH - - - H E ALL BE PREPARED BY ` - ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL FINE GRADE MATERIAL OF a VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A A QUALITY ET AN H MATERIAL. _ N0. DESCRIPTION QUANTITY UNIT LIT BETTER THAN THE NATIVE TERI CONSTRUCT 8" CURB AND GUTTER (A2-8] PER CITY STD . 104 (,4$ 1-p - _: : 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS _ INSTALL 3" AC PAVING OVER 4" CLII I AGGREGATE BASE (SEE NOTE 10 8 SIG STER I LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. - - - - © 6r - - -- - - - - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE _ 4" PC _ - - _ _ FOR LL PAVEMENT W VN __ _ _ - 3 14-11 5F 0 THE FU P E E T IDTH PRIOR TO PAVING. G. INSTALL C SIDEWALK PER CITY STD /03 - -: s Q INSTALL s�cc Ess RAMP PER CITY STD. /01 t Eh 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENG I NEER ONLY FOR - N t : CONSTRUCT RETAINING WALL PER GITy 5'TD. bo¢ G LF THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS - OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A - f © CONSTRUCT 6' CROSSGUTTER AND SPANDREL PER CITY STD./D« 3G7 rpr BID. ANY ITEM OF WORK REOUIRED BY THESE PLANS WHICH IS NOT 07 RELOCATE EXISTING MAILBOX SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE EET aOTi4/Y/CAL A/AMF' GoMMON N/4ME AC/iVj6 ,S/ 4T I CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. HELLMAN 4YE EUCALYPT�j!�� 5/LYER AO�Lr4m 30' 0•c- 5 8 INSTALL 0. 1 ' AC PAVING. INCLUDING SAWCUT AND PLANING AS RED' D 2oG2 i.F ` PoLy�tlTffE+7QS bvM ir�►t.. 2 14. -Si-REFT 5/GINS T�1C �/Tr of >'C�tNcMO czt�cr�Malrte� t=FtLLS1DE RD • INSTALL 5800 LVMffNNtsv srRssrt, 6wr AV S40 P ' 60t !y`cvsk: ; I S 3 ER div N�s�DTK At. 4�i4 s4ND #0/-6 s,VALL B& GaVs'f- r8�h�1'L�i'F N/LLS/0600VF Bp�l-�Vkvs Bor7"'tE T1PE6 25 0.�. � 9 t s INSTALL PCC DRIVE APPROACH PER CITY STD. 141, TYPE R-2 578 61` 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 11 CONSTRUCT PAVING TRANSITION PER CITY STD . 406 I RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION �Vk%M#CAfl1�1' '�LA/ ���i 514K 7-WGr 35' a4 L WsLSoN AVE DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REOUIRED PLAN Q 1 ADJUST WATER VALVE TO GRADE I ` REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR • - CONSTRUCTION NOTES FOR STREET TREES 0 z Sc.nt_ts- 1'f =-A-4n, 1 1�Ntovt✓ E?C. -ml=-E: 2. EA •. ` t ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY �• �y -t 4 RcMOVF- 1�• Peu�R reL-E i 16. WORK SITE AND EXTERIOR STREETS SHALL BE INS A WAT. CLEAN. STANDARD PLANS. A NTS 2 $' HAZARD FREE. ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, A AGRONOMIC SOILS o 1 Go1�l5T. 4 BGG V V,%V EWAy T -ALK S1TIDt4 1� D FtftWvA.k- 640 5+� CLEANED UPON REQUEST OF THE INSPECTOR. REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL * � � 6 ?A/Aff /? SOtaOtN,11/TE [.hNtTL/NE -' LS 17. CONTACT ALL UTILITY COIPANIES AS REQUIRED. 2 Wt}RKi11tG DAYS TOXICITIES OR DETERMINED DEFICIENCIES MAY TORREQ. IRE BACKFILL SOIL ? W 1 R4iNr SraP LE 6E/VD I PRIOR TO EXCAVATION. ALSO CONTACT UNDERGROUND SERVICE ALERT AT + I AMENDMENTS. .AS DETERMINED BY THE CITY INSPECTOR. .t q Z $ 1-fit+)-422-4133. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY Q N ` 1 M/sri+ll R/(3c") STOP SIGN 4WD P067- THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS it V p 1 INSTALL s-nvE -rlmms sl&AI sE7- PER sm +0/-.4 t W Q 1 �t ONLY. N �: � - N J Q � � lNST14LL 3++tRjaFDs PE)t STD Nb. /31-A 0 V Zi GotySTRVcT- RETAt 91 N6 WALL- Cft=3i): FM crTy SID (v 4 an LF 0{}I r N �' �_ MN iZ1�LOGA-IE �C. STRE��- L.l4('••>;T- 1 1� S s,- E, rzIG1-fT' �9 + v co�lST74UGT "/4G.0VET 4'� cL.Zr /tG BrtsE + M!! + V n e • < ® 1 AtsrALL STREET TREES PER ThBL� AT LE F'F ' 0 OG ?S 96 RdL0.c4 ff rr ro #ORT f s/,0E cF Z U K a N Yp MQN�->'rcN GT p SG.a.L 1✓ 1�� =4 0 .(G � /yb ni d; . 6j s « FvNR T GMS '� -� .,�Z.3 . A em V 13' s . a 2D K fit_ L.N! _ a a.P ' °° ��, 1L(.�! D >D O -L2 c 1- - q Co�/� e s 2 t _ ? t , EG I _ o ��.Me.IL► - � � t I � _c � 1 �• a' � - M O NaRG N e - CO U Izr c�+4wcuT .\ , , � 4 .4 I-- - - �e� ax. t Nt trfz o V l✓wt1=NT5 P- - -- --- 1 1 ( 6 - - _ _ ___ _ �____ � �. __ t tt SM. L164tT DWG. 1.t o. ) C�tSoFGs FyC sT. uclh -- I If Q 3 *- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A I o }. -� �' �: I °'�'�� , 11 '' DESCRIPTION OF REVISION DATE APPROVA V _ ri �1 NtO 11. oV� i x I IIS • a 1 0' ? + -.. �. N of k�+ If 1+1° = J " yx� ,� � , =� urs �,r - � CITY OF RANCHO CUCAMONGA - 3o + I � f- � , r. PARCEL MAP 15170 0I u 0a q ' X c mx• - � : t --- PLAN AND PROFILE •�l/ I P 4L Gu RTS � ft: lk4 t , ,�., ,..f. - coN sTi�ucr s IDE WALK ' w � �. C.oV g't 1►6++ ,t To tB • f�•Y1N� ! ! a I O.IfCTRI�D Ws4E1Z13 S+tovYN ` t2•St ' os• N V x. Hfi:LA.MA" AMe"VEt Ste• W�-t,00,00 = etA. 1 2.90 3 itARIFS M ON/A117 s/2•' w:oE � � IZ W iD1E �C.^ Ih. 9EGTt tl%-s.lxh �n APPROVED BY: DATE x20 p . ' iG�,L t 1E CT't N -H I L LSl 1pe CO _ �� RGH COV R� a M H ��;N� CITY ENGINEE p..C.E. 24953 F CA 5 1-ac*L- 3 /4- cvvtl5 ti�-r^l -r,,U�r DESIGN ,I,M YILOW 6 ASSOCIATES RECOMMENDED T/=S LOCAL- 3"/+" R d L. 'r' f t CIVIL ENGINEERS LAND SURVEYORS 1'_'XtS't;: Pt�11 K6 � � ft �� �� �•� •� t23 NORTH FIRST AYfM1E _ ISP Ti . I�L�'T',�• - • Goc..a nor f. tt°eZl" il•T4 !b•�7 DRAWN ue.9ws� SHEET © R1=MOVE �, 18` PGG GvRP.� TO►N �Mr ZEZ l:GtbN s3•� i7•ed ® TZe MWE t>=x• A-4. S�RNI _ 'tYPtC.4t. SEcTtOPt 191bt� 3t'3o' i�77 s1�•o3 DATE:�tLt1 _ ® t povtlElZ 'tom fzl3 T^AtK rcu-wl4 W&AU� 1Z; Z�'�13' �1s5 10:r5 CHECKED DRAWING NO. ' �. C.E. i»ae 666 GO<<EGTvit 4%4=` T 1 =(o � � ws4v �is�' 's•05 P 6/30/2001 .� Ib ld-10 ' \ r .