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HomeMy WebLinkAboutPlans9s 8 9a CONSTRUCTION RECORDS 2 A g2 8 x 8 8 8u 8 2 IS 8 2 H 2 8 2 ENGINEERING DEPARTMENT 8 8 1403-0 8' OOSP 1403-0 1803-0 ABANDONED 6' PCCSSSMR w �4n>=a GAS GASH PAS- GAS r,45 z 17TH STREET 30IF FENCE 49 47LF FENCE 34LF FEN SIGNING AND STRIPING NOTES 1. ALL REFERENCES TO THE •CITY SHALL EXPLICITLY REFER TO THE 'CITY OF NATIONAL CITY. 2. INSTALLATION OF ALL SIGNS, STRIPING. PAVEMENT MARKINGS. AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE MOST RECENT EDITION OF THE FOLLOWING STANDARD PLANS AND SPECIFICATIONS: 0. CALFORNIA MANUAL CAI UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD). B. STALE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALIRANS) STANDARD PLANS C. STATE OF CALIFORNIA OEPARIMENT OF TRANSPORTATION (CALIRMS) STANDARD SPECIFICATIONS D. STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION CGREE19300K'). INCUDING ALL CURRENT SUPPLEMENTS 3, ALL AGS. STRIPING. PAVEMENT MARKINGS. AND PAVEMENT MARKERS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION AND/OR REMOVAL 4. CONTRACTOR SHALL SUBMIT PRODUCT MANUALS AND SPEOFICATWS FOR THERMOPLASTIC MATERIALS AT THE PRE -CONSTRUCTION MEETING FOR APPROVAL BY THE 01Y ENGINEER. 5. CONTRACTOR SHALL NOTFY THE CITY ENGINEER OR HIS REPRESENTATIVE A MINIMUM OF 1 WEEK IN ADVANCE TO SCHEDULE A FIELD 'WALK THROUGH' TO MAN( -OUT' ALL SIGNS SCHEDULED FOR REMOVAL, REPLACEMENT, AND/OR RELOCATION, AND TO MARK -OUT' THE L00ATWS FOR PLACEMENT OF NEW AND/OR RELOCATED SIGNS. 6. CONTRACTOR SHALL CLEARLY 'MARK -OUT' THE LOCATIONS OF ALL NEW STRIPING AND PAVEMENT MARKINGS PRIOR TO INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OR HIS REPRESENTATIVE A MINIMUM OF 1 MEET( IN ADVANCE 10 SCHEDULE AN INSPECTION OF THE 'MARK -OUTS'. T. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY ' 001088LASTNG'. ALTERNATIVE METHODS MUST BE PRE-APPROVE0 BY THE CITY ENGINEER. ANY DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. & CONTRACTOR SHALL REMOVE ALL CONFLICTING RAISED PAVEMENT MARKERS PRIOR TO STRIPING. PAVEMENT THAT 15 DAMAGED DUE TO THE REMOVAL OF MARKERS SHALL BE IMMEDIATELY REPAIRED TO THE SATSFACTIW OF THE CITY ENGINEER. 9. SURFACES WHICH ARE TO RECEIVE NEW STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE CLEANED OF ALL DIRTY AND LOOSE MATERIALS PRIOR TO INSTALLATION 10. ALL UNIT LINES/STOP BARS, CROSSWALK UNES. AND UNES 8 INCHES OR GREATER IN ODIN SHALL BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED. 37' 25LF 05TING FENCE ALONG RAILROAD RAN VCSP ABANDONED 6' In SOW la3-D 11. ALL TRAFFIC STRIPES 6 INCHES 0R LESS IN WIDTH SHALL BE INSTALLED PATH 1110 COATS OF PAINT. THE FIRST COAT OF PAINT SHALL BE DRY BEFORE APPUCATCN OF THE SECOND COAT PER THE LATEST STANDARD SPECIFICATION. I0.FOR ALL ROADWAY CENTERLINES REWIRING DOUBLE YELLOW TRAFFC STRIPING, THE COIITRACTCR SHALL CONCURRENTLY PAINT A 3-INCH WIOE BLACK STRIPE BETWEEN THE TWO 4-INCH MOE YELLOW STRIPES, 13.ALL UNIT UNES/STOP BARS SHALL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB RETURN OR BEHIND THE PEDESTRIAN ACCESS RAMP, UNLESS OIHERMSE SPECIFIED. IF A STRIPED CROSSWALK EXISTS, THE UNIT UNE/STOP BAR SHALL BE LOCATED 4 FEES IN ADVANCE OF THE CROSSWALK. MALL STRIPING SHALL BEGIN AN0 TERMINATE AT WARIER DELTA OF THE CURB, 0R BACK OF THE LIMIT UNE/STOP BAR, UNLESS DTIHERWISIE SPECIFIED. 15. ALL PAVEMENT //MAKINGS SHALL BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED. I&'STOP' PAVEMENT MARKINGS SHALL BE INSTALLED B FEET IN ADVANCE OF THE UNIT UNE/STOP BM. CONSISTENT NTH THE LATEST EDITION OF THE CAJFORNIA MUTCD. 17.CONTRACTOR SHALL INSTALL BONE REINOLECTVE RAISED PAVEMENT MARKERS TO DESIGNATE THE LOCATION OF ALL FIRE HYDRANTS, CONSISTENT NTH THE LATEST E01TI0N OF THE CAUFO NIA MUTCD. 18.STANDAR0 STRIPING AND PAVEMENT MARKER DETAILS AND DIMFNSIWS/SPACING FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITIONS OF THE CALTRANS STANDARD PLANS AND CALFORNIA MUTCO. 19.ARPUOATON OF TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL CONFORM 10 THE LATEST EDITION OF THE CALIRANS STANDARD SPECIFICATIONS. 20.ALL SIGNS PURCHASED AND INSTALLED BY THE CONTRACTOR SHALL CONFORM TO THE STANDARDS PROVIDED IN THE LATEST EDITION OF THE CALFORNIA MUTCD. INCLUDING SIGN SIZE. SHAPE. COLOR. SYMBOLS. REIROREFLECII1TY. VERTICAL AND LATERAL MOUNTING OFFSETS. ECT. ALL SIGN FACE REFLECTIVE SHEETS SHALL BE HIGH INTENSITY GRACE WITH A CLEAR PROTECTIVE OVERLAY REM (I.E. ANTI -GRAFFITI COATING). 21.ALL PEDf51R1M CROSSING SIGNS, PEDESTRIAN ADVANCED WARNING SIGNS, AND SUPPLEMENTAL PU0UE3 SHALL BE FLUORESCENT GREEN IN COLOR. 22.ALL SIGN POSTS SHALL BE 2'-SQUARE, PERFORATED GALVANIZED STEEL PATH BREAK -AWAY BASE, PER CITY OF NATIONAL OP! STANDARD °RAPANG N0. 112-5-8, UNLESS OIHERNSE SPECIFIED. 23.ALL RAISED MEDIAN NOSES SHALL BE PAINTED YELLOW. 24.00NTRACTCR 15 RESPONSIBLE FOR REPAINTING ALL CURB MARKINGS WITHIN THE PROJECT UNITS 25.CWTRACTOR SHALL NOTIFY THE CITY ENGINEER 0R HIS REPRESENTATIVE A MINIMUM OF 1 WEEK PRIOR 10 COMPLETION OF ALL SIGNING AND STRIPING WORK 1O SCHEDULE A FINAL INSPECTION. (4) LF FENCE (2) ADDITIVE BID ITEM A - GENERAL NOTES 1. CONTRACTOR TO INSTALL ALL ROLL GATES WITH THE OOORKING DNS 9150 OPERATOR MTH 1/2 HP 230V OR APPROVED EQUAL CONTRACTOR TO FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATW. 2. CONTRACTOR TO INSTALL ALL ROLL GATE ENTRANCES AND EXITS WITH 10000 TWO °CORKING 1503 BASIC UNLIGHTED KEYPADS 0R APPROVED EQUAL CONTRACTL 10 FOLLOW MANUFACTURE'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO INSTALL KEY PADS W A 1200-049 DUAL HECHT MOUNTING POST OR APPROVED EQUAL 3. CONTRACTOR TO REMOVE EXISTING STRIPING OR PAVEMENT MARKING BY WATER BUSTING NTHIN THE PROTECT AREA 0. OVER-DICAVATW SHOULD BE ACCOMPLISHED SUCH THAT DEEPENING OF FOOTINGS TO ACCOMPLISH THE SETBACK PALL NOT INTRODUCE A CUT/FILL TRANSITION BEARING CDNOTON. OVER-IOCAVAl10N FOR REMEDIAL PURPOSES SHALL BE EVALUATED GY THE GEOTECHNICAL CONSULTANT WRING GRADING. 6. CGNTRAC10* TO CLEAR AND GRUB `MINN THE PROPOSED IMPROVEMENTS 7. CONTRACTOR TO REMOVE EXISTING CONCRETE (INCLUDES CURB $ GUTTER, SIDEWALKS, DRIVEWAYS AND OTHER CONCRETE SURFACING IN CONOICT PATH THE PROPOSED IMPROVEMENTS). LEGEND /,,Y,,/ EXISTING BUILDING OUTLINE EXISTING WALL ® -K EKI511NG FENCE KKKNAK REMOVE EXISTING FENCE -X- PROPOSE° FENCE - - RIGHT-OF-WAY CONTRACTOR TO PROVIDE TRENCH FOR FlRE SERVICE LATERAL REINSTALL LANDSCAPING, AOE8AUS CURB $ W1TER, AND PAVEMENT PER 9MED, G-), G-2 (B• THE G), $ 0-24A INSTALL TYPICAL CONCRETE PAVEMENT SECTION 8' PCC MTH 44 BARS 0 24' O.C. BOTH WAYS, OVER 4' CLASS 11 AR. DOMTL INTO EXISTING CONCRETE /64t BARS O 24' O.0 A 3,500-PA CONCRETE MIX THAT PRODUCES A 600-P9 MCOULUS RUPTURE SHOULD BE UTUZED. SIGNING AND STRIPING NOTES O FURNISH AND INSTALL 4' BLUE CHEVRON MARKINGS SPACED 5' ON CENTER AT A 45 ANGLE CHEVRON MARKINGS MUST MEET THE REQUIREMENTS OUTLINED IN SECTION 3&24 OF THE LATEST MUTCO �2 FWd15H AIO INSTALL 4' WHITE 110008 N MARKINGS SPACED 8' W MARKINGS OUST MEET THE CENTER AT A 45' ANGLE N E SECTION REQUIREMENTS MIRED IN SECTION 38.21 OF THE LATEST MUTCO O INSTALL 015ABLE0 PARKING STALL PER SORSD M-22A AND 1A-28A WATER NOTES O1 6' TAP AND VALVE TO BE INSTALLED BY SWEEIWATER AUTHORITY OO W 00415 0 TO PROPERTY UTNENSTALLED BY SWEETWATER O INSTALL 8'X4' REDUCER O INSTALL15A C BACKFLOW PRESENTER PER SWEEIWATFR AUTHORITY STD oWG O INSTALL 1 FIRE SERVICE LATERAL ©RRE R15ER LOCATION (REFER TO COVER SHEET FOR DEFERRED SDBMITIAL ITEMS) CONSTRUCTION NOTES 0 PROTECT IN PUCE 0 REMOVE O FURNISHC-0AN2O INSTALL ORNAMENTAL STEEL FENCE PER DETAIL A ON SHEET O FURNISH A10 INSTALL ORNAMENTAL STEEL ROLL GATE PER DETAIL B ON SHEET C SEE PLW FOR MOTH FURNISH AND INSTALL POST CAP ASSEMBLY FOR INWNCIBLE OUTSIDE WIWERS-II. PART N0. Z1iI81W IXE APPROVED EQUAL 0FURNISH © AND INSTALL COVERED NORK AREA REGULAR SINE PER GAPORT OR APPROVEDEQUAL. DIMENOONS W=28', L =28', IH=12. GAUGE SIZE: f26A GALVANIZED SlEF1 O FURNISH AND INSTALL PREMIER PRO TALL RANCH SHED PER 11FFSHED OR MPROYID EQUAL OWASTE 8 SEWER LATERAL TO CONNECT TO ENSTNO SEWER LATERAL PER 50R50 SS-01. SEE PU481NG PLANS FOR CWTNUATO4 O6 DISABLED PINKING STALL ANN PATH OFF TRAVEL 5HN1 NOT EXCEED 2THANOFEASING 38' GRAPHIC SCALE IN FEET 0 10 20 40 Ic-oa NATIONAL Cirri, PINS FAR TE IWRPEI.EK15 0: NATIONAL CRY PI38UO WORM FHACATION 1728 WLSON WROYBEM PLAN CRY OF NATIONAL CRY WILSON AVEN()E 1301:PvNED THAT Doc PI,V6 Mwf i PPM, NW D95811000 SEE Cr 28 sNurs