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HomeMy WebLinkAbout2191 -------------- GENERAL NOTES f. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND'THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LEGEND CONSTRUCTION NOTES & ESTIMATE OF QUANTfTIE5 QUANTITY CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTRACTOR SHALL dE FAMILIAR WM4 AND SHALL BE RESPONSIBLE FOR TG TOP. OF CURB ! I ADHERENPE TO THESE STANDARDS AND SPECIFICATIONS F;�1 FINISHED SURFACE ' ' CONSTRUCT 4" A.C. 0WIN) OVER 6 n C.A.B. PER CITY SSD. NO 100—A, SEE GENERA!. 1 5,908 SF FQ FINISHED GRADE _ NOTES 9 AND 10 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FP FINISHED FLOOR METERS, VALVES, FIRE HYDRANTS ETC SHOWN OR NOT SHOWN ON THESE PLANS WITHIN FL, FLUW LINE CONSTRUCT CURB & GUTTER A2-8 PER CffY STD. NO f U4 625 LF THE RIGHT-0F-WA. Y LIMITS OR INADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO TG TOP'OP GRADE` ___ —_--__ BE DONE SHALL BE THE REMOV€D, REPLACED,RELOCAT7=D'OR PROTECTED IN PLACE AS IM/ INVERT 43 CONSTRUCT CROSS GUTTER PER Cff Y STD. 744 i 06A 94fi SF REQUIRED ATNO"COSTTO771ECITY OFRANCHO CUCAMONGA GB GRADEBREAK PROJECT SITE _ __...-.-- R/�/ RIGI•t'T OF WAYCONSTRUCT SIDEWALK PER CITY STD. NO 103 2,440 SF t 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF CSG CURB 8 GUTTER 4� I � WITH THE SITEAND SHALL BE SOLELY RESPONSIBLE`FOR ANYDAMAGE TO EXISTING RD ROOFDRAIN CONSTRUCT ACCESS RAMP PER CITY STD. NO 102 2 FA - ' FACILITIES RESULTING DIRECTLY OR INDIREC77-YFROM HIS OPERATIONS, WHETHER OR � EXIS77NG �:! NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS HP HIGH POINT - - � CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. NO 101, TYPE R-2, UV AND 4016 SF EP EDGE OF PAVEMENT I 4. A PERMIT SHALL BE OBTAINF-D FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, CB CATCH BASIN 3 X SHOWN ENGINEEPiNG DEPARTmEN7-PRIOR TO-ANY ENCROACHMENT OR CONSTRUCTION WITFIIN SMH SEWER MANHOLE I ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-Of-WAY.' SI.IMH STORM DRAIN MANHOLE INSTALL STREET LIGHT, 5800 LUMENS HPSV BY SCS PAID FOR AND COORDINATED BY 3 E4 S SEWER AVE DEVELOPER 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STARS IN WATER �� m PAVEMENT SHALL BE SETATALL HINGE POINTS, EDGE OF POINTS WITHIN 0.0 f FOOT OF Sp STORM DR�IIN CONSTRUCT CURS A l—8 PER CITY STD. NO ?D4 i�9 LF j SUB-GRADE ELEVATIONANDATNOTMORE TF(AN 50#00TINTERVALS ADPITIONAL FO FIBER OP77C _ �8 PAVING STAKES MAY BEREOU1RED SYCITYENGINEERAS NEEDEDAT WARPED OR F FUEL LINE s� CONSTRUCT STREET NAME SIGN SET PER CITY' 577?. NO 401A. MOUNT ON STREET ? EA VERTICAL CURVEAREAS NO NATURAL GAS CRC` CITY OF RANCHO CUCAMONGA LIGHT POLE 6. ALL SEWED WATER,ELECTRIC, GAS, PHONE OR OTHER UTILI7YLATERALS,MAINS, OR - A{ f 0 INSTALL STOP SIGN, ISTOP" LEGEND WITH B' LETTER SAE. AND 12" WIDE SOLID W14117E i LS CROSSING SHALL BE CONSTRUCTED PPtOR TO PAVING. f��` '7JMIT LINE". . ANICMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 7. COMPACTION TESTS OF EMB ORIGINAL GROUND AND ALL SUl;3-GRADES SHALL.BE PERFORMED AT NOT COST TO THE _.. 4 1' __ 0 11 CONSTRUCT CURB CORE PER DET. THIS SHT. 7 EA CITY OF F?ANCHO CUCAMONG.A.'A WRITTEN REPORT WITH THESE COMPACTION TESTS E C ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT s o SHALL BE SUBMITTED TO TTS 1�' OFRASE MATERIALS AND/OR SURFACING. � P1 8. AT THE COMPLE770M OF PAYING,A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA77ONS COMPLETED TO VERIFY STABILITY 01L'CONTENTANO GRADATION OFASPHALT PAVING.' ► 5 , � � EXISTING SURVEY MONUMENTATION PRIOR TO INSTALLATION OFANY PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO i aar 771ECITYENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY lHEREBYCERTIFYTHATIlLAVE1DENTIFIEDALLSURVEY MONUMENTS OFRECORD R-VALUE, S/EVEANALYSISANDSANDEQUIVALENTOFAGGREGATEBASE ' 1--210 FREEWAY THAT COULDBEDISTURBEDBYTHISPROJECT_ All SAIDIbIONUMENTSWHICH CURRENTLYEWST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WTTH R VALUEAND PAVEMENT TESTS �a�C��✓'t r �A� DESCRIBED AS FOLLOWS: TAKEN To DETERMINE OC7VRAL SECTIONS,AND VERIFIED PRIOR TO PAVING TO BE PLACED ON NAT SOIL WHICH CONSISTS OFA ROCKY SCALE i=t X00' '7vONE" ?1. WHEN IMPROVEMENTS ARE � MATERIAL,THE SUB-GRADE SHALL BE PREPARED BYREMOVINGALL ROCKS W1`11CH PROTRUDE ABOVE THE SUB-GRADEAND ALL VOIDS OR DEPRES$IOiNS SHALL BE FILLED DATEDQ& W17NA FINE GRADE MATERIAL URA OUAL17YBETTER THAN THENA77VEMAT7:RIAL. 7ERRANCEA. E,RCE24838,EXP. 12/31/09 2.. 1F THE ASPHALT CON+CR!*TE IS 7O BE PLACED ON SUB-GRADE,A SOILS STERILANT PRIOR TO OBTAINING A CQNSTRUC770N PERMIT FOR THE PROJECT,A COPY OF 1 REGISTERED By THE E P.A. FOR USE UNDER A.C.AND P:C.0 SHALL BE UNIFORMLY THE CORNER RECORD FILED SYA QUALIFIED R.C.E.DR L.C. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SNOWING THE REFERENCES TO BE USED 771 APPLIED AT THE II�IANUFAC7vRE1�s RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTHRESET THAT MONUMENTAFTER COMPLETION OF THE PROJECT SHALL BE PRIOR TO PAVING. PRODDED TO THE CITY. 13. ESTIMATE OF QUANTITIES IB PROVIDED BY THE ENG1WR ONLY FOR THE CONVENIENCE 0 FOR REFERENCE ONLY PRIOR TO ODTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT,A COPY OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BiiFORE$UBMt7TING A BID. ANY ITEM OR WQRIC REQUIRED --- - - - ------ - —� OF THE CORNER Ra`CORD FILED BYA QUALIF.lED R.C.E. OR L.S. WITH THE COUNTY BY THESE PLANS-t!yl•IICH IS NoT"SPECIFICALLY LIST'E'D IN THE ESTIMATE OF QUANTITIES nn ���� �n � ��, SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS ANIS THE RELATED SHALL BE CONSIDERED AS INCLUDED 174 THE OTHER ITEMS£1F WORK. �l�J li�l 4USI � 25� ow Now 25' PERMANENT WITNESS MONUMENTS AFTER CDl�tPLE7TON OF 77�E PRCIJECT SHALL ' - KOTE'7HAT PIPE SIZES AAE NOMINAL 7, I a BE PROVIDED TO 771E CITY. 14. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NO.S 401-A AND 401-B SHALL a 7 i 8 BE CONS7RUGTEI?AT EACH INTERSECTION. THE ACTUAL OUTSIDE DIAMETER OFTHE PIPE IS LARGER THAN THE PIPE SIZE INDICATED. 4 � BE SURE THAT THE HOLETO HE CORED IN THE CURB IS THE PROPER SIZE FOR THE PIPE TO BE-USED 6,5' DO NOT DItLECTTEHCURB CORE CONTRACTOR TO CORE A-3 INCH OR 4 INCH HOLE, I 15. C17YAPPROVAL OF PLANS C10ES NOT RELIEVE 774E DEVELOPER FROM RESPONSIBILITY IF THE CONTRACTOR CORES A 3 OR 4 INCH HOLE,TRE PIPE WILL NOT FIT IN THE HOLE FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL,BE PROMPTLY SUBMITTED TO 771E SOME CONTRACTORS DO NOT HAVE THE CORRECT 5i�HOLE SAW FOR NOMINAL,SIZED PIPE. CITYENGINEER FOR APPROVAL. PARKWA`�ISIDEWALK CONDITION I i o � • 16. WORKSITEAND EXTERIOR STREETS SHALL BE INA NEAT, CLEAN,HAZARD FRF-E 112 Up 3 or 4 Pipe May Be Used With 8r Curb Height ORDERLYSTATF,-THROUGHOUT CONSTRUCTION. SME SHALL BE CLEANED UPON REQUEST I Only T Pipe May Be Used.With 60 Curb Height I LEVEL LINE OF 774E INSPEC'TQR � y. Pu51lc Right-Of-Way - 17. CONTACTALL U77L.ITYCOMPANIESAS REQUIRED,2 WORKING DAYS PRIOR TO m EXCAVATION install'T'Same Size As Drain with Looso Cap or Grata _ 4 PROVIDEP FOR YOUR CONVENIENCEARE THE FOLLOWING. i v 3'IVUs, Exnnq Sidowalk FUTURE—UPON UPON . �'" ? IMPROVEMENT OF SOUTHERN CALIFORNIA GAS COMPANY _ i n-,n=n+-�r=m=nnrr 2 2 VACANT PARCEL _ I-ttt_'lli�lir_Tir_Itl=1r[_m_u[_In=ur= —�- 216 N EUCLID AVENUE ONTARIO, CA 91762 d d o y US*Per Foot Min.Slaps BLUE SKY COURT 1-800-427-2200 RESIDEN77AL OR 1-SOQ427-20f10 COMMERCIAL CUCAMONGA VALLEY WATER DlSTRI4'T Pip©End V Min,in From Back of Curb LPRIVATE 5 �� 10¢40 ASNFORD:STREET LAsting Curb&Guttar NOT TO SCALE RANCHO CUCAMONGA, CA 91729 909-987--2591 CURB ADJACENT,SIDEWALK CONDITION NOTgS: VERIZON Only 3•Pipe May Be Used With 8- Curb Height 4 Pipe in public right-of-way shall P.O: BOX 725 Special Design Required For Pipe With 6' Curb Height be schedule 40 PVC, ASS or CHINO, CA 91708 Gast iron. A transition fiiting is 1-800-483-3000 - � Public sight-of-way � required�if thin-wall drain pipo is . used on the property. 01 SOUTHERN CALIFORNIA EDISON COMPANY c 7951 REDWOOD AVENUE 'insttau T'Same Size As Drain o Pipe to be placed so markings FONTANA, CA 92336 with Loos Cap or Gr2to are visabie. 1-800-65�d555 o Inspection required prior to CHARTER COMMUNICATIONS CORP b backfilling. 6880 VIEW PARK COURT RIVERSIDE, CA 92503 e a 4 a 1181 PjrFoot Min.Slopa a Curb drains that drain only roof oQ�Of ESS/ 509-987-6275 drains require air gap at doom �� �,F,'I C• F spout or Or in line with overflow ,,Q�' °�V cQj ADDED CURB CORE DETAIL - BY MDS 1/11/12 �,(�•1`i' risor 2- min.above finished . No. FORS grade with loose cap or grate. No. 20596 �" m CITY INSPECTIONS Exp. 9-30-13� � DESCRIPTION OF REVISION DATE APPROVAL CALL 477-2740 EXT.'-40 0 I C) o Yard.drains require"T"in line *� �►vlL ��'� city OF RANCHO cucA Oi�Gwith loose cap or grate to 0. qTF� +t�F CITY OF RANCHO GUGi-MONGA ENGINEERING DIVISION :finished grade (use riser if 24 HOUR A►DVANCE-•NOTI•CE REQUIRED' net:6 ary). STREET IMPROVEMENT PLANS drasm bymp 2/11/96 BASIS OF BEARINGS: TITLE SHEET CENTERLINE OF WARDMAN BULLOCK ROAD SHOWN ASBLUE SKY COURT - PRIVATE STREET N D'00'33"WAS SHOWN ON PM 15550,PMB 197159 8 60 YARDMAN BULLOCK ROAD TO WESTERLY TERMINUS Underground ServiceAles BENCH MARK NO. '10089 SEAL PARCEL MAR NO. 15550 APPROVED BY DATE QRpFESS/0ry4� CITY ENGINEER R.G.E. No4 PRIVATE ENGINEERS NOTICE TO CONTRACTOR Cali: TOLL FREE 2-BRASS DISK IN CONCRETE HEADWALL STAMPED°CRY OF �`4Q��C E A•{� y DESIGN RECOMNUIVIM; RANCHO CUCAMONGA SM 10089 198711 AT SOUTHWEST C EL Lane &associates THEOFEWST NCEAND LOCATION OANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 1-800 CORNER OPWILSON AVENUE AND EAST AVENUE Na 24M m am lsiYGNBTs'RS - SURVEYORS T 14ESE PLAIVS WERE OBTAINED BYA SEARCH OF THE AVAILABLE RECORDS. THESE 40CA77ONSARE °� IV 1=109 �' PRAWN 9 9-981-4 W 800, t, Upland, -8 91786 SNE APPROXIMATEAND SHALL$E CONFIRMED BY 771E CONTRACTOR$O THAT ANYNECESSARY. CNI 4V-4133 FL 909-981-18(10, fax 909-987-862G OF ADJUSTMENT CAN BE MADE IN T HEA4IGNMENTANDIOR GRADE'OF THE PROPOSED IMPROVEMENT. 7751E CON7T?AGTOR I$REQUIRED T4 TAKE DUE PRECAU17ONARYME4$URES TO PROTECTANY UTILITY ATF F CA 04' CHECIa=n jf�_ P.C.E.NO.2�g DizaVwNG No. LINES SHOWN ANDANY OT HER LINES NOT OFRLCORD QR NOT"SHOWIV ON THESE PLANS ELEV.: �ISd4.�3't FEET 7z °`PR'�'�t ' 2/ql . 711V0 WQRKIN�DAYS BEFORE YOU DIG taarE r 2 Jop No.: o�.taz L C.C. ................ A- -- CURB LINE PI 241159-11-- _LLj J.- 16 R um 0 -AL D4SF G 0 in L CL :9 4--.8 ily RI V t6 I wi -4 fro --!-- I—— `ls - 1 4 N to Q N� �* KY--- + g."I wi 6 K 4 4i. _7 .4,01 L ... ....... CCO4 C) C.6 CN d- C + —4— C41 J-7- 141 LT I. I*_ .- co ----------------:-.-. ____ __4--_L - (10 I I SO.So' I i I i - 0 to oRTH 1 (6 N N C! P610 to Lin 9-0 + M C4 N E4 IT) V koffV1171 + C4 1620 -4- (30 + C14 C4 CN14 C4 I 4 Pon ON. C4 J P1= 86 14 m 30 J ra ---------- ?0.79 3# R z INTC .3 R C4: G�J!2., 4.2�X q0 P61- 4' R C zz cis R R CR J lin a 4 ....... ------ Jj_ -- --A U to 10iii C4 cm q 0 00 to too dROI C4 1010 00 P") TERLINE Iq Q! C3 %EN .. .... CS C4 C4 LdfC. C4 00 C4 C%j CK3 V4 1N !.. .c. F 4N n — mo cENTERAINE I iCS 4.LY 00 C4 LO + .33 '-44-97' + + ............ y C4 CNI C.) N'--- + O.C. qx Go— — co O.C.— C4 U, -T-1 --j 7 + ------ 7 044- DO ga .6 CURB UNE N 01 . 4 4 4 r! t {0 ...... � _T + + 4 F AIL C4 6;0 1 1 ND DET Ch OUTH MEDIAN ISLAND If i 19� --T SCALE: 1p�-10' 00 1620S V_ 4—i toco. ...... r-C T SO 1j -4,770n _J J­ J_ L J_ ..........4-- t L _71- CALE 7 7 L ------- ------ _J r J 10+00 11+00 12+00 13+00 PROFILE S I II _j VERT: I in 4 ft. HMO I in 40 ft. _ - . - . - ~- -' ------ -- - ----" - ` l'j i r CONSTRUCTION NOTES 127-00' 127.50' (D CONSTRUCT 4" AC. (MIN) OVER 61, C.A.B. pFj? C17Y STD. NO 100-A, SEE GENERAL it NOTES 9 AND 10 CONSTRUCT CURB & GUTTER A2-8 PER CITY STD. NO 104 z L CONSTRUCT CROSS GUTTER PER C17Y STD. NO 706A CONSTRUCT SIDEWALK PER C17Y STD. NO 103 r SCALE: 1`-40' 4 /1 1 i @ CONSTRUCT ACCESS RAMP PER CITY STD. NO 102 1 APN 81-18 331, PER CITY STD. NO 101, TYPE R-2, WAND X A z n6 coNsTRucT DRwE APPROACH SIDEWALK 22 fil ,fil F 11 11 E 22 - AS SHOWN 1 4 6 5800 LUMENS HPSV By SCE, PAID FOR AND COORDINATED BY in INSTALL STREET LIGHT, CN DEVE40PER OC) 3 C-) 41 - r 00 -qt- CONSTRUCT CURB Al-8 PER CITY STD. NO 104 1 2�p I ! I + + C4 `d_ 116 C) + + V C3 T_ + 3 7.94' 8.63' 108.74' < I I ILUE SKY COU CONSTRUCT STREET NAME SIGN SET* PER CITY STD. NO 401A- MOUNT ON STREET LIGHT 21+19.46 WARDM4N BULLA C POLE. r �1 11AN 12" WIDE SOI-10 WHITE 10+U84 12 INSTALL STOP SIGN, 7SMPm LEGEND WITH 8' LETTER SA.E. D APN 226-081-17 !% ILIMIT' UNE0. 11 'w H %tj no :n 8 ;) I �ZA - 0 1 CONSTRUCT CURB CORE PER DET. SHT. 1 2 lo 0 I C3 70 4 7 1 f-- C b 4 6 4 �V 6w 9 z CV ,� A z 1/11/12 < ESS/ + 9 A ADDED CURB CORE LOCATIONS; REV. ST. LIGHT LOCATION; REV. CONST. a F• + C. C4 <1_N -1 7 67-63, r*, 14 NOTE #4 CALLOUT LOCATIONS - BY MDS 4 RK O.C. + F SEE STREET IMPROVEMENT PLAN NO. No. 20596 DATE CITY N 2072 SHEET 3 FOR WARDMAN BULLOCK Exp. 9-30-13 -r.7 DESCRIPTION OF RE\IISION APPROVAL EASEMENT LINE I - PRIVATE STREET �► M I I o �9�FROAD IMPROVEME47S CIVIL CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS ........... L PLAN AND PROFILE BASIS OF BEARINGS:URT BLUE SKY CO E SKY COURT - PRIVATE STREET CENTERLINE OF WAM"W BULLOCK ROAD SHAWN AS BLU CURVE DATA TABLE PRIVATE STREET N 00 00'33"WAS SHOWN ON FM 15550, PM8 197159 a 60 N BULLOCK ROAD TO WESTERLY TERMINUS RADIUS DELTA LENGTH TANGENTi 1 WARDMA 0 27' 89.31'55" 42.19' 26.78' 4E& PARCEL MAP NO. 15550 Underground Service Alert BENCH MARK Na. 10089 1% 1 DATE Y400-06 20' 90-28'05" 31.58' 20.16' APPROVEDBY R.C.5. No4gf(p I CITY ENroINEER 40' 235*56'40'7 164.72 r GLENDORA CIEq RECOMME ED 60' 55-56'39" 58.58" 31.87' Call: TOLL FREE "CITY OF DESIGN Lane & Associate$ 2n BRASS DISK IN CONCRETIE HEADWALL STAMPED EL ,ivj. 31-47-18- 22.19, 11.39' DRIVE RANCHO CUCAMONGA BM 10089 198r AT SOUTHWEST C6 rn Cfl�Z EArGAWFRS- ASM7URS 1-800 CORNER OF OALSON AVENUE AND 1-7-AST AVENUE IB Na 24M m 274 W, 9th Street, Upland, CA 91786 SHEET 40 31-47'18" 22-19' 11.39 Elix 1=31M DRAVM 9109-981-MOO, 909-9814626 fi EL 2 OF r L C4 F 12�Zi: N rF�TH' i4 2 22-4133 20' 29-16'06" 10-22' 5.69' .4 R.C.rz.NO.24838 27' 53-04#39f 25.01 13.48" QTF CHECKED EXPRES IMI/09 nRAVMNG NO. TL DATE JOB NO.: 04.102 20" 2.3-48'34- 8.31' 4,220 ELEV.: 1504.031 FEET TWO WORKING DAYS BEFORE YOU DIG I-go