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GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS . FOR _PUBLIC W.�,___O.QItl5;B CTI N - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE NT PLANS TRACT NO . 12659m 2 a 3 RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND STR E- ET SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR tv vly f w/ow M044 CAlr POWER POLES, WATER METERS , VALVES, FIRE HYDRANTS, ETC. SHOWN NI011. 1414 CAP.IIrtvlv.14�1 , I G�K11trG 114" tfMS fm pb '�4'1,!! CSi4 4-t.t�1h, It t, A I 11•-� I - 6i t'I�+IfcMtail atJ►P1t� Mr1 2l4/64•fJb N.E.toM�t� �►�I L IM Mti tl / 51t�T LIMITS 1W. l4'b'I°I 0 SHOW S PLANS WITHIN THE RIGHT-OF-WAY L OR N T N ON THE E LI I > OR IN RDJALCENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE - - - - - - - - - -_ - - J- - - _ SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS - - - d� -- W tt�oN AVENUE L REQUIRED AT NO COST TO THE CITY OF' RANCHO CUCAMONGA . -- - -- --- - --- - - - - - • r--- SEE SHEET 6 _ - - - - _ - - - - �LSNE� - - - - - - - - - - - - - - - - - - - - - - - FD, 11/2- LP W/TAG RCE 7344, ESTIMATE OF QUANTITIES 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL L5' DOWN PER TR. 12659-1. WLSM FAMILIARIZE HIMSELF WITH THE SITE AND SHALL 15E SOLELY I - - M.B. 214/84-88 8 R.S, 38/42-44 � �' �' RESPONSIBLE FOR ANY DAMAGE TO F:X i S'T I NG FACILITIES RESULTING I a /5 /4. /3 /2 /l /0 9 8 7 IME 12659-2 12659-3 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR NOT I ~ ; LOT"A" (o SUCH FACILITIES ARE SHOWIJ ON THESE PLANS. I I TRA T N 126 9 I W TRACT N 126 9-3 1 8" P.C.C. CURB AND 24" GUTTER PER CITY STANDARD 104 A2-8 • • • • • • • • 2,424 Lf 677 LF 2,998 LF % + AST 30 I I 2 P.C.C. CROSS AND LONGITUDINAL GUTTER PER CITY STANDARD 106-A. /0.791 SF 0 / Q40 SF 4 . A PERMIT SHALL HE OBTAINED FROM THE CITY OF RANCHO - - - - ( I y W EEE-- I� CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT I W PAL _-__ J y _ \ J G��Hg�� ✓�'' 233 M 972 TQN 3A 3'" A.C. PAVEMENT. . . . . . . . . . . . . . OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR I ' \ -- -- - \\ ' l 2,136,r0NS RIGHT-OF-WAY. 1 I r z 46 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� �7 �'� 36 4" A.C. PAVEMENT. . � ?88 70N IS 4 25 2y 28 29 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 424 Tod-c /98 rO / 055rOMS 2 3 4 A.G. BASE. . i 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR I I � / `d; / � ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. I � I9 RACT N 12659-2 a P.C.C. DRIVEWAY APPROACH PER CITY STANDARD IO/-A /� 533 SF 4,/?0 SF EDGE OF PAVEMENT POINTS WITHIN U .01 FOOT OF SUB-GRADE I I / 2 3 Q / - 0 5 P.C.C. SIDEWALK PER CITY STANDARD 103 . . . . . . . . . . . . . . . . . . Q16f70 SF 4✓i ¢� `SF ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. / 6 5 64 ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS I 22 7 4 3 6 P,C,C. HANDICAPPED ACCESS RAMP PER CITY STD,102 . . . . . . . . . . . . 0 6 NEEDED AT WARPED OR VERTICAL CURVE AREAS. I I i / (1� N - - - _ - ie I STREET LIGHT, 5800 LUMENS, HPSV-BY S.C,EY PAID AND 3 EA 6. ALL SEWER, WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY � _� � ,, N COORDINATED BY DEVELOPER. _ 18 =A LATERALS. MAINS, OR CROSSINGS SHALL BE C014STRUCTED PRIOR TO LOT A 1 O '3 u PAVING. I I"' J< �--� 1 O COORDINATED BY DEVELOPER _ _ /D EA i V�tDE RIVE` J � 2 8 STREET LIGHT, 9500 LUMENS, HPSV BY S-C.E. PAID AND - - _ - - - 1 VISTA _ _ D ; ` ` • 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION , TRENCH �� t / 2 O 3 E� I TRACT NO. 1ZB59-1 9 •PAINTED STOP" AND 1' WIDE STOP BAR. . . . . . . . . . . . . . . . . . . . BACKFILL , COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES 1 Q SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO I w K 10 INSTALL 'STOP" SIGN PER R.C. STD. 0 401-B. 0, , • , , , • SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR 0 3 EA CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS I ` ACT NO. 12� J-4 � ~++, 1 1 STREET NAME SIGN PER CITY STANDARD 41-A 8 401-8. O 4 EA • TO THE PLACEMENT OF BASF; MATERIALS AND/OR SURFACING. I TRA 40. 1 659- 12 WOOD BARRICADE PER CITY STANDARD 131-A, . . . . . . . . . . . . �„SIR q 0 60 Lf ' - 1 \ • y `� .3 /o/ L F 0 22 L F � 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE I , 1 � I � � N 13 r P.C.C. CURB PER CITY STANDARD 104 AI-8 • , , , , , , . , . . . . � SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR I i � � +_ -_ _ .� � � / �� -_ i J � 13 � QQ FA DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND I - - -- _ --- - _ �`y 14 STREET TREES: 15 GAL. 3'}EUCALYPTUS CAMALDULENSIS. . .. ' GRADATION OF ASPHALT PAVING. I I _ -` _ _ _ - � � � - - CONSTRUCTION i _- -1 10 - , ARENA pgIVE �� _ �, �_ __ + PER STREET TREE SCHEDULE AND STREET TREE'S .� NOTES PER THIS SHEET 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT I I I I 15 INSTALL STREET CLOSURE SIGN R II 8 R 26E PER DETAIL ON SHT,5 SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND I f I I �I I� wtOto* wmmwfo ► Dtt [tb d't Stti SAND EQUIVALENT OF AGGREGATE BASE. NO SCALE � I(gyta(,L ylFW U44 CDR VU1t WttltrlU,gan rt�ot.F 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND I � I EXISTiNv SURVEY ON PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SELECTIONS (PR I OR TO F I NAL PLAN APPROVAL) . VERIFIED AT COMPLETION OF ROUGH I N.9Y CERTIF"THAT I HAVE IDENTIFIED ALL SURVEY MMP,1ME►�TS OF RECORD THAT COULD BE OISTLMM BY THIS GRADE PRIOR TO PAVING. s 2>f' 25' S� rRCLEi.T,ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE -06 Prn�ovE DKK'+Ih1L+ GuSP•13 b G�.�1t6>¢ � slnpweUC GE s.SIIrFD A. . :AWS: 1 4117M.'( t- f- c 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH SIOFWAtk tAsI=M�N 10�L CUK'�r'7t� D'�'IN - L CONSISTS OF A ROCKY MATERIAL THE SUB-GRADE SHALL BEiNs MElat. � r 1e 16• r O .. � INDICATES HOUND i" I,P WITH PLASTIC PLUG TAGGED L.S. 3913, DOWN 0.1' PER TR. 12659-I, �• tOPP Ati'{tl�� lye PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE M.B. 2!4/84-88, UNLESS OTHERWISE NOTED, O IFlelgI• *I-V CS) `51* Al S 11�+ SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH o.5 6' 33 5. 6' 0.5' A FINE GRADE MATERIAL OF A QUALITY• BE'T'TER THAN THE NATIVE INDICATES FOUND LEAD, TACK AND TAGGED L.S. 3913, ON TOP OF CURB PROLONGATION OF SIDE IW-1Nt, *,SS 31144 +11(`S A WWW5t-4-lVe '� '�UK MATERIAL. 0.17' ' ')T LINE IN LIEU OF FRONT LOT CORNER MONUMENTS, PER TR. 12659-I, M.B. 214/84-88, .211 0.29 ST MF1 1'B G1�Dt7E EVE 1i4E� '21 Ad 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A o.00 0.00 SOILS STER I LANT REGISTERED BY THE E.P.A . FOR USE UNDER A .C. r SEE 1 NUDES CONT D- GHT 9 AND P .C.C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S �QR Y C SJC14�, M F' RECOMMENDEDAPAVEMENT =+f R TE FOR THE FULL WIDTH PRIOR TO r� PAVING. 50 RIGHT OF WAY �� \ - O-"`' O T T1=5 R=74 �' - cr Y; NO NTRACTOR 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY COLT DRIVE Er.9�tV0` 'Y. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY' PIPES. FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL ��� CONDUITS.-"OR STRUCTURES SHOWN ON THESE FLANS ARE OBTAI14ED BY CANTER DRIVE MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE DATED; 4J-, ,- k� � �clvl�,� - �� A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS �- �FCa�lk 1~ KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN WHICH IS NOT SPECIFICALLY LISTED 1N THE ESTIMNATE OF 30' 30' ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE )DUE QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 12 1 ✓f' 1 a� 12' PRIOR 10 OBTANNIN6 A dIN5TRt1CTI0N PERTIMT FOR THE PROJECT A COPY OF THE CORNER RECORD ASSUMES ITEMS OF WORK . FLM QUALIFIED R,fwE OR L.S.WITH THE .� SURVEYOR FOR EACH MONUMENT SHO<KtNC THE REFERENCES TO BE THESE DRAWINGS . THE CONTRACTOR FURTHER ER ASSUMES A L L 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD 4 LIABILITY AND RESPONSIBILITY FOP THE UTILITY PIPES , CONDUI'T'S 33''5.33 4 USED TO RESET TWIT MW.WW AFTER COWPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH fJ11STRC1C110NNOTESFORSTREE(TREES INTERSECTION . �9.29r 0'17 29• /.- ALL STREET TREES ARE TO BE PUNTED IN ACCORr"1I.E W;T,•I CITY VD.PLANS. PRIOR TO OI TAIIIM A CER �ICATE OF COWLETKIN FOR THE PROJECT,A COPY OF THE OMP RECORD FLED BY A CERTIFIED RCLOR LS WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONI111(EWT'S AND 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER 0.00 0.00 ?•- PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS THE REAM PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROECT SHALL BE PROVIDED TO THE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR ANY UNUSUAL FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION TOOCITIES OR NUTRIENT DEFICIENCIES MY REQUIRE BACKFIL_SOIL ' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY , ,-AU-STREETTREFARESUJECTTOINSPECTIONANDACCEP`ANCEBYTHE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ENGINEER FOR APPROVAL. CONSTRUCTION OF THIS PROJECT , INCLUDING SAFTY OF ALL PERSONS _ 60' RIGHT OF WAY ENGINFERINGDIVISION, A14D PROPERTY : THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY• 16. WORK SITE AND ELXTER I OR STREETS SHALL BE IN A NEAT, - T1=5 R=74 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AND NOT BE LIMITED TO NORMAL WORK114G HOURS AND THAT THE CLEAN . HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION . CONTRACTOR SHALL DEFEND, INDEMNIFY . AND HOLD THE OWNER AND EAST RANCHO ESTATES PLACE THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. STREET TREE SCHEDVLE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ESTATES WAY supra. E- E Zy 6121( Std_ yPF+G+>u► PROJECT EXCEPT FOR LIABILITY ARISING FROM THE SOLE 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE I RNV 49 L.AG%S-IMMIA INtXA`V0`b1tA' C%rAME XNnLC-Mb lSGDI,. 1rAS�PAI�ti;01✓'�tb*s �' 04. NEGLIGENCE OF THE OWNER OR THE ENGINEER. FOLLOWING UTILITY COMPANIES AS REQUIRED, .WORKING PAYS 30' EXIST. R/W PRIOR TO EXCAVATION . r"�- - 115' MWD R W * 19 �dUca4t nus C,4"Lj%ak SIS '�b GUM' 15 GAL ETIWANDA AVE. 30' O.C. eEli/SES SSS QAMP�9 IN7LRR/ T/pti' OF,W1460NAN_-• ESTgTES wA 40 FUTURE R/W 30' S�11�N�Rp PpNt� "JPt�NC-SE +�bAT 15 GAL COLT DRIVE 40' O.C. 1,- �. c w.+r /'tee M.W.D, Abb scauayftAl�fmoA--C4.�(55,�� 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY , _ E111ut�IMCftV[krAe % VAcz+ES 13 �. T PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 18' 32' vARLEs 7'oR/2" /6' q i�� s 2Q D D WD FEE ? P E R T Y /M L-51M*iWtltAl 1 12' 3[' 14' PER PL n/ S4 S0131MJAPMOk JIrAPARESE?Ar%A iW 15 GAL CANTER DRIVE 30' O.C. y G LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 12' 20' Q ^'� _�'' z,; 1�k.D�1Gµ�JD ylt�tsWP�Al VwlPIF�WpYWVP,ItWANVA Cb%2A;R4 IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND i S' 1' RaGH WspVE t4C'!: 1s• U.1. tb NERII;IN « - �'" 1 3RANCHYCNITON POPULNEUS BATTLE TREE 15 GAL t 'IF�wa� O•c. Ex;, v-. •,r, 1 �_ x ►�s, 't;5 Fay MtricDt�SUL�ING /_Q ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE t 25• 4' 1` i' P►wv�oa o"Hoeo ' 1l . • *,` ^,�+.;. ��, CITY DIRECTION OF THE CITY ENGINEER. W N CDGrE �3 PER STREET'IMRTiOVE(MENT PLANS DNiG, 1281 SHEETS 7 i !. Q Q �OQ��` DESCRIPTION OF REVISION DATE APPROVED PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: F I tdrej� I e .MITI.- i,• _W-- �� �Y^ + FOR PAVEMENT SECTIONS, CONTACT: W> oNwut -- <_,u 3.,M�X zp"N. z' g CITY OF RANCHO CUCAMONOA w A . CUCAMONGA COUNTY WATER DISTRICT I;�I1311BI, oft 8 cc -Q b_-,',�,►x. SOILS ENGINEER: ACT 12659-2-S 9641 SAN BERNARDINO ROAD GRbuNh 4• AC OYER CURB !. GUTTER III_ % PROJECT SITE r PCC CURB TRACT RANCHO CUCAMONGA, CA 91730 -' 4' AGG MIN. - . t(f_1if= If - N(, RICHARD MILLS & ASSOCIATES 12659 1 (909) 987-2591 l(1- ,d24 TURNER AVENUE STREET IMPROVEMENT PLAN TI=8Pcc b x`'Mow G/•ice nr RANCHO CUCAMONGA, CA. 91790 TRACT 12659-2a3 B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT U5 OX- 01=74 SIDEWALKli=p, (7141989-17wi MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION OWE PATH PVC FENCE PER _ 90MM:T AVIF"Ut TITLE SHEET (818) 969-7911 cvulani CITY STND 1010 T PCC ROCK LINED- vuluRl ) C. METROPOLITAN WATER DISTRICT - 14tob 1D 2'(•!32 RIBBON GUTTER P.O. BOX 54153 �� .'Fu �, Mk CNAMSS VM19G�WwV 0~'01'11 IDA'S, TYPICAL CROSS SECTIONS N APPROVED 8Y: DATE: LOS ANGELES, CA 90054 T CITY ENGINEER � � -���^ �-r���4-(� (909 593-7474 EXT. 6461 ✓NAU. C� NOSIPItO Al LUST VOUP WXVI!t614 ESTIMATE OF STORM DRAIN QUANTITIES � RC.E Np. 24953 SPECIAL NOTE: MISSING STREET IMPROVEMENTS ALONG ETIWANDA AVENUEDESIGN RECOMMENDED dPqS i>atDR To CCrISTi ION. FRONTAGE IN ACCORDANCE WITH DRAWING NO. 1281 Aa- INSTALL 18"RCP 2500-D 107 LF W MDS CONUJ * NOTE: UNDERGROUND ALERT CONTACTS: � ?�'1h(t HIGFILAND AVfNU1 F,JL M�,,"�n, I �•, ," r`= - ir7 GENERAL TELEPHONE SHEETS 7 8 8 OF 14, ARE REQUIRED TO BE INSTALLED -- NO SCALE 17320 REMLL AVE,StM 3W (114)25t-OOPI SO. CALIFORNIA ED I SON BENCHMAR(: WITH THIS PROJECT a- CONST.JMCTION.STRUCTURh"A'PER CITY STD•508 1 EA DRAWN Jn+e, CA 92614 FAX 15451;" SHE EY SO. CALIFORNIA GAS COMPANY WMSER 142 CHIS, ON IIOT I OF CONCRETE STS t of ,) CABLE COMPANIES IN FRONT OF HOUSE A 13106 NORTH SIDE OF SUMMIT (� INSTALL �t00Ks 2'BY 2',MODEL 2424 INLET OR EQUAL 1 EA VICINITY MAP CHECKED �1/, DRAW!NG NO AVENUE 0.25 MILES WEST OF EAST AVENUE (W/TRAFFIC RATED GRATE? f�fG1' ELEVAI ON 1520.899t�(, STAN� 'L.`?t DAT' PROJECT SHEET # OF I CL -2 W 77 CL U) ddop .�-.� .-*.. „•.... 1 � �« ...�._ M N 3 � � � iii Li ;b •�-� Z �i '�` � _ W �• -j j ;� i• � �0 � � • tJu to w �11 bl 1.ta� &�. {. /' },l .��i �/1ta� u� �1,+/ � - ' '-�.'.� :-, .« _...,.. .r.i: "x_,._�}�-.,���:$�),?-• ....-.., .�.•-. �-�J�/� �I `€C'�'"�'�`Tf '"�, �' tl"v�, `�.�.�•.I���:.,.:. <t.e ......r,•,.i OQzQ , �� •a� 9'I� ,. •7�,bl�d.•�I r�•is" . ....� ► . •��cs•� 89'154 � ,: , � � �� � � - a m � � w cao•aa 8z � oo+ tip• +sz E E N y � � a � �. 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