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HomeMy WebLinkAbout1323-D GENERAL NOTES 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE SThMVAZV e7PELlfI4&-nl0 4 FDE PLIF%lC. WOZICS G-aM 7ZY-TIO1l1,CUTZIZEUT EVITfOL.I . 2 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS THROUGHOUT THE GRADING AND CONSTRUCTION OPERATIONS. 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER METERS, VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR In --z' IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED RELOCATED OR N PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUAMONGA. G Z2' o(S. L,IFAy eMutu& F¢ EbM4 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE LbNc&Er.5 5A01-i- SLDPE iii 1 A- 7,9 ZP AL1tA \lET? &LLJ L- AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ��i d EX1,17T Z0kkY�TE A7WIL1 '�4`� A-15=10 OQ APPfZOVED EOLI�L (/ TD L)•PA/N/A/TCJ GATL</ SAS/a/ c m INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FAgUTIES ARE SHOWN ON THESE PLANS. y 0 AND s.yA c .4.4 VE a�oo ivl 3c Al PLA C E T �)x� EX t�,T11�](a �. LUfZI'�21GL1TTErL- L •. - •- - - ; 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR _ TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY FO RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. REMOVE 14/5 Y GOTTEQ 6. WORK VATE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE. ORDERLY STATE. AWP PLUG HOLE M 8' 8" THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. z—�-z� EXISTIrIG EXISTIu l�,9 1 r � � 7. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE Bloc y�,i,� / C/ &LazL' WALL EXIriTIU6n `� `� ' .� CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE Y� o � 7%'7 Q- e P REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL aIt r. EX1�111 U�2 A1111LCoE Tor/ / P¢OTEGT EXIST. 6. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF THE AMOUNT OF EARTHWORK INVOLVED '� p T1ZEE-S, lAl BEFORE BM I PLACE ESU ITTING A BID INCLUDING ORT OR IMPORT i EXP I OR AS REQUIRED EXCAVATION AND GRADING G SHALL STIZUGTIaP_E TO 13E i p� B ` �" R.L.P. / \ BE BID ON A LUMP SUM BASIS. CLEARING AND PREPARATION SHALL BE INCLUDED WITH EXCAVATION IZ E IY10V1=� Ig n I 1 AND GRADING. t20V 0E W EAK E 1J \CK �Q 6. NO ADJUSTMENTS OF ELEVATIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF ASSOCIATED ENGINEERS. PLANE Jo 11JT 1 C►o 6 v THE CONTRACTOR SHALL DETERMINE FROM THE SPECIAL PROVISIONS AND PLANS THE ELEVATIONS OF CV OV�/ \ THE SUBGRADE BASED UPON FINISH GRADES AS INDICATED. 10. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUAR(ZE HIMSELF WITH THE SITE EX�yQ C�• A _ ° -r-�� acv. AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY �' /! \e w ' 0� �' OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITES ARE SHOWN ON THESE PLANS. G� FxiSTim& FiLaz;el IwN t ReMO\/E V'GUTTEfz 38iki ExilYTIAI U TO PSE PIZOTEGTED AW O C LOSE µOtrE iN 60KI61ZETE Pow DZb.IIJ If�1 PLdGE y-(Ab%-L 1.I-ciTQULT LATGH (il&`MA1-* 3 MOfi1t Rf CD PEfZ5P4- F:ILL IN WITM COWCeETE FL-06+4 WITH TOP OF M.H. CU',E 4" OVEQ NdTIVE) D ET b l L_ • S E C-T' 10 I`1 A - A SCd Lr- a uSTMZJ Z&rC A BAZi(IU 3 MGDIFI= PEa GI TY STD. TSN&. 504- MO?J(F1aGATlOIU lS TD PQG'Vlt7E INLET � CXJTLE.T RTES _wu t-a6H PSASIAI TO v^ �� E'XI�iT. CDAIGIZE.Tt✓ 17QL�1[`I �XI'iT. LO1 IZMTF- QOWkJ 'rlM10 I u r �oM� 133%� P2oTFL t PL11 GE DDWEL_ EXIyT 36" PL.Y TO PIE - LU"1 AAID ermt)VED TD A MIK.. tITO>zM TAZLIQ ALLOW MPEV- LDNME6TIOLl //14 U, -= TO A QF3/1OVET7 To LATcA VIAyIki — �� . • STEPS- A L Fib M Pi¢d %I FOLI u DEY 4-33 Zo OZ APPeOVET7 EnLlb-L- // I \ It�l'�TALL / I EX1�iF. 3D' Q.C.P. EXI-9T: 30" FZ.L.f- fi-mZ e-1T7 VW b. U0. s I 3 � I I 10 v" Q , Ist 30 ,� Sf�1s,PE 13DTTO'ILl TD 1'7tZb.I11 o�v � �� d.f.1D T1Zl7WEL._ �l1.11�i4-4 " a 3 oil I AJ�i?A,LL ''�U" Q.L.P. F eDWI L D.TGN P��i I ISS 4'- 4 u To coIJIJEGT10A1 WITN E1ClSTluCo 30" ¢C.P V-EMOVE EYC14T. I7 L. P aS KIEESED TO &LLDW flZOPEQ Lo N N ELT 1 OIJ WITH N EW 2.C-.F' E.L EV A-f 10 ISS WILSOIU A\IF-UuE ty A DESCRIPTION OF REVISION DATE I APPR . 2 CITY OF RANCHO CUCAMONGA w � Q I L Ob%J E 1-;;'TZMlE STORM DRAIN CATCH BASIN d 0 PrzoJ�T TRACT NO. 9649 SITE. ILI_ --z rc` ; , �j� ! APPROVED BY DATE 7 Mdwlzerul-rl, ave�L1E .NN r (iCFyc CITY ENGINEER R . C. E. N0 . 22397 ► '�''a� P,N,'� . < ?, DESIGN ASSOCIATED ENGINEERS RECOMMENDED V t C � M M LP a N.G. 23814 :0 G. M. 9? 'r L]TILA AVELUE., SUITE 100 j 5 Llai To Exp. 12/31/89 * DRAWN IZW(-Ho CUaMOI.IGA,CA• gIT;50 SHEET TEL. (-114) 9 150 - (9 25 2- `rl ClVIkv. J - 7— Faux. C-114 ) 9 41 - 0 e>9 I l OF 9TEOF Cp'_`.F�� CHECKED P/11 �a�f%� R.C.E. 23814 DRWG . NO . IT 7 Co 9 exP Is-tri 8 DATE FILE N0._� .3 z 3 —D