Loading...
HomeMy WebLinkAbout2013-1CONSTRUCTION NOTES QUANTITIES REMOVE EXISTING C.L. VILLAGE 00,10E 3 Q CURB R -17A "NO LEFT TURN" (DR -26 S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 w 6 �.- �o1aE o� c�rrlr�lc r w 0 = 74'3411 ®R-17 NO LEFT TURN (36") 3 915.20 T.C.-. END o +�• YC. is. <o 41 3 4 R = R-7 KEEP RIGHT SIGN (24"0") + K MARKER • • • • • • • • • • ®x3 • 1 CONC. T = 26.65 R-7 MARKER 3.12 12.00 APRON o, L 45.55 - -------'' ----- SIDEWALK ------ SR -1 STOP SIGN (30) 1 �• f- �itol�'l'I� R= Z00 ; F w ®12" WHITE STOP BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . 34.58 L.F. ,�,' MATCH EXIST7�7 L=4110 6.61 6 DOUBLE YELLOW WITH 4" BLACK CENTER -DET 22 • • • • • • • • • 839.88 L.F. 915. 20 rc _ 915.40 T.C. T © 8" SOLID WHITE STRIPE -DET 38 • . . . . . . . . . . . . . . . . . . • • 140 L.F. ' STA 5+37 L = 16.32 ® DIRECTIONAL ARROW PVMN'T MARKING . . . • • • • • • • • • • • • • . 5 EY�ST. � Si�E �tiMLK PkoDrxEO -' 1 5 EXISTING T.C. ELEV. 0 L- I C'_-) v�41-T`P. II- � ' S"T"S � c Q - PAC SM 1%tLNI t NAL 3 . CAM US f. O TWO-WAY LEFT TURN LANE - DET 32. ' ........ ' 314.53 L.F. R=50.00 M R=50.00 11 . . ....... . ....... O . L= 4.50 L= 4.50 . _ r A LL. w/ � 4 4. s,.o;o v INSTALL 6" THICK CONCRETE DRIVE APPROACH PER STD. ' J380SQ. FT. �,Qpr/Np Cc�`/�,� , • ' 102-C, MODIFED AS SHOWN ON PLAN VIEW. PACBELL TERMINALS OINSTALL 5' WIDE SIDEWALK PER STD. 105-A ' ' ' ' ' ' ' ' ' ' ' ' ' MOSQ. FT. �• .444f_4�0,^-1 <n 7.rS Z- REMOVE EXISTING C&G, AND SIDEWALK' ' ' ' ' ' ' ' . ' ' ' ' 486 SQ. FT. /1✓E�/ �L'Q�T /�1 /s.T.�. / 4:5 �'Q�/i��.p 8 '• ©INSTALL 8"CURB PER STD. 101''''' '80.66L.F.- /Vo ,o�s ,� .0�eeljc R=50.00 L=1.24 � R=50.00 L=1.24 iR=2.1 915.80 T.C. �6 1 5 N L=5.32 J (' N-EXISTIN C055K » � D TAr N SCALE 1 " = 4! I q R/W N 175 175' 50 GAP EXIST. CURB & GUTTER ' 120 E/0 X -WALK TO 3+60 N I fa.z 70' GENERAL TRAFFIC NOTES 1. ALL WORK MATERIAL AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC LINES (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 3. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. 4. TRAFFIC STRIPES AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE APPLIED IN TWO (2) SEPARATE COATS. THE SECOND COAT TO BE APPLIED WITHIN 30 DAYS OF ACCEPTANCE OF STREETS. 5. PAINT FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS, PAVEMENT LEGENDS, AND CURB MARKINGS SHALL RAPID DRY TYPE PER SECTION 84-3 OF THE STANDARD SPECIFICATIONS. REFLECTIVE MATERIAL SHALL BE APPLIED TO ALL TRAFFIC STRIPES (EXCEPT BLACK PAINT) IN THE FINAL FINISH COAT PER SECTION 84-3 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA AND CITY OF FONTANA. 6. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. �h N mm m.. Z 1 + 0 2 +_o_o_ +00 4 ( - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I NOTE_4 w0 _ AW -as ARRO- {- CONTRACTOR TO REMOVE EXISTING - - - r- _ PAINT ARROWS STRIPING BY SAND BLASTING. I �► N �Mli R 35' 1 0' GAP L= 43.03 ✓---------------- --------------------------- --- ---- ---- - ------ -- SIDEWALK---0�------- -- ,� 120' EXIST. CURB do GUTTER 120.00' E/O X -WALK TO 60 MATCH EXIST. T.C. 1 EXIST. T.C. 915.08 I� ' EXIST. F.L. 914.gJ 175 VtKltl- IEXISTING T.C. ELEV. 7026 32 _ " D R = 35.00 II 1 ~ _ 4. w I T = 24.71 BEGIN 6" CUo 11 1 u- _� � N Q 2 9 M L 43.03 W< 'VILLAGE I3 <-i VE 11 I J�< -J cn > 11 I J V) _j m � `. 1 U + EXISTING S.C.E. VAULT ® TO REMAIN UNDISTURBED.' N I <Q~ (/)-JN GENERAL ENGINEERING NOTES on TC 915.30 .QE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHER WISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AN SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED- BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 8. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 9. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 10. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. .ri 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 19. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 20. ALL MATERIALS AND METHODS TO BE SUBJUCT TO THE APPROVAL OF THE CITY ENGINEER. 21. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 22. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. GRAPHIC SCALE m o �o m IN FEET 1 inch = 20 !t. QROFESS/o LEGAL DESCRIPTION `���� ��0► ` �'/��. Fey/ PARCEL MAP NO. 13088 �Q✓� � ASSESSOR PARCEL NO. 0256-081-40, 70, ric N :3 28 • 5r' SAN BERNARDINO COUNTY, CALIFORNIA �o Exp:_ TH ES& PLANS WER P ED UNDER M DI CT R SI sl9TF CIV11. o��\P • OF C AI.�F • DAVID K. RICE, JR. RCE 3 28 ADJUST MANHOLE COVER TO FINISH GRADE PER PACBELL TELEPHONE 7. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON CORRESPOND TO THE CALTRANS SPECIFICATION SHEET CODES. SIGNS SHALL BE THE STANDARD SIZE UNLESS OTHERWISE INDICATED. 8. MATERIALS FOR SIGN, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL CONFORM TO SECTION 56-2 OF THE CALTRANS STANDARD SPECIFICATIONS. 9. SIGNS SHALL BE MOUNTED ON METAL BOX SECTION POSTS UNLESS OTHERWISE INDICATED. POSTS AND INSTALLATION SHALL MEET CITY REQUIREMENTS. 10. CAT TRACKING TO BE APPROVED BY CITY PRIOR TO PAINTING. 11. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. 12. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL MEET CITY REQUIREMENTS. 13. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" x 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY WNE PIECE ANCHOR, 2-1/2" x 30" x 6 GAUGE,(NON- PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. pl° DRIVE @ APARTMENTS 175 - R/W mm - M�mm � ML INSTALLRIVE ENTR 20 1 2 N FONTANASTD. 102-C F c W=30', =12.00' 1 3' EXIST. CURB do GUTTtR a� , `- 6+00 30:1 L ij i 5+00 w 107.38' 58.22' REMOVE EXISTING C.L. VILLAGE 00,10E 3 Q CURB R -17A "NO LEFT TURN" w 6 = l r w 0 = 74'3411 CURB do S/W o0 END o +�• YC. is. <o 41 3 4 R = 5 0 2 . 0 �` EXIST. CURB do GUTTER CONC. T = 26.65 T = 3.12 12.00 APRON o, L 45.55 - -------'' ----- SIDEWALK ------ Q 150 ; F w �--�1 0 = 20'46'31" MATCH EXIST7�7 • 6.61 R = 45.00 EXIST. T.C. 915.60 Oto 16 \ , T a.25 EXIST. F.L. 914.0)S R/�" ... STA 5+37 L = 16.32 CONTRACTOR TO VERIFY BEGIN 6" R-17 40v:*� EXISTING T.C. ELEV. 15 SEE DETAIL "A" IN 19'00 />r�?L"� : 'SSE 'STS O�T•�'t�� .4 v�-.eTic�sL �O� TA IL Z5 Lij TS, z BENCH MARK RR SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV.= 918.401 Rl.as F) PAIN N L-6.07 z DOUBLE -YELLOW 2.00 L=3.14 17.00 R2.00 M" R/W - 1 asses==assesses========a"�-sa==sass=tet sam>:===s==s:asses===ss=s=-ass EXIST. CURB do GUTTER C.L. VILLAGE D I21 V E C - - - - Z- - FIELD BOOK REF. AM PACIFIC s UMMITS E N G I N L E " I N Q • L T0 0402 SAOC IrMCRT. EV17W 103 • ViCTORVK.L&. OA •2302• (010) 241-31 75 0R1[ A ('010) 241-0441 MARK EXIST. CURB do GUTTER 1 _ _ SIDEWALK 150 R/W 1 CITY OF F CALIFORNI, PUBLIC WORTICS DEPARTMENT, DESIGNED VI LLAG DRIVE DRAWN BY: EAST OF CHERRY AVE. T.B.D. ALPH'S DRI WAY CHECKED BY. APPROVED: -y/O-� REVISIONS APPR. DATE. fER 25131 �C�HLt: 1"=20' 5-2-91 R. NO.: 3H ET .� OF 1 TC 916.02 33.00 All 3 Q CURB R -17A "NO LEFT TURN" r w 0 = 74'3411 0 = 14'12'46 END o R 35.00 R = 5 0 2 . 0 CONC. T = 26.65 T = 3.12 12.00 APRON o, L 45.55 L = 6.20 0 rto ; F w c� 0 • LIP Oto 16 ... STA 5+37 15 SEE DETAIL "A" IN 19'00 />r�?L"� : 'SSE 'STS O�T•�'t�� .4 v�-.eTic�sL �O� TA IL Z5 Lij TS, z BENCH MARK RR SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV.= 918.401 Rl.as F) PAIN N L-6.07 z DOUBLE -YELLOW 2.00 L=3.14 17.00 R2.00 M" R/W - 1 asses==assesses========a"�-sa==sass=tet sam>:===s==s:asses===ss=s=-ass EXIST. CURB do GUTTER C.L. VILLAGE D I21 V E C - - - - Z- - FIELD BOOK REF. AM PACIFIC s UMMITS E N G I N L E " I N Q • L T0 0402 SAOC IrMCRT. EV17W 103 • ViCTORVK.L&. OA •2302• (010) 241-31 75 0R1[ A ('010) 241-0441 MARK EXIST. CURB do GUTTER 1 _ _ SIDEWALK 150 R/W 1 CITY OF F CALIFORNI, PUBLIC WORTICS DEPARTMENT, DESIGNED VI LLAG DRIVE DRAWN BY: EAST OF CHERRY AVE. T.B.D. ALPH'S DRI WAY CHECKED BY. APPROVED: -y/O-� REVISIONS APPR. DATE. fER 25131 �C�HLt: 1"=20' 5-2-91 R. NO.: 3H ET .� OF 1