|
CITY OF STOCKTON
<br /> PRECISE RAD I N PLAN
<br /> SHEET INDEX
<br /> TARBUCK PG 1 TITLE SHEET
<br /> PG 2 DETAILS/CROSS SECTIONS
<br /> PG 3 DEMOLITION PLAN
<br /> PG 4 GRADING PLAN/HORIZONTAL CONTROL
<br /> 1810 PACIFIC AVENUE PG 5 LINE OF SIGHT
<br /> GENERAL NOTES
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: THE
<br /> CURRENT CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS, AND ALL AMENDMENTS
<br /> THERETO TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
<br /> (CALTRANS) LATEST EDITION, WHERE APPLICABLE, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC c — CONVENTIONAL SYMBOLS ABBREVIATIONS
<br /> CONTROL DEVICES
<br /> PLANS AND THE CITY 'SD) APPLICABLE. ERHECONFLICT BETWEEN
<br /> STANDARD SPECIFICATIONS THE CITY OFSTOCKTON
<br /> STANDARD SPECIFICATIONS AND PLANS SHALL PREVAIL. ALL WORK SHALL BE SUBJECT TOAp�E S1R — XXX.XX DESIGN GRADE ELEVATION AC ASPHALT CONCRETE
<br /> M ADA AMERICAN WITH DISABILITIES ACT
<br /> INSPECTION BY THE CITY OF STOCKTON. — _ (XXX.XX) EXISTING ELEVATION BOR BOTTOM OF ROCK
<br /> 2. THE CITY OF STOCKTON STANDARD SPECIFICATIONS AND DETAILS AS SHOWN HEREON ARE FOR
<br /> _ _ I BMP BEST MANAGEMENT PRACTICES
<br /> THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO AND DURING CONSTRUCTION, THE — 1 \ SS EXISTING SANITARY SEWER LINE CASQA CALIFORNIA STORMWATER QUALITY
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE CURRENT CITY OF ASSOCIATION
<br /> STOCKTON STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF THE CITY OF __- — 1 1 \
<br /> W EXISTING WATER LINE CAB CRUSHED AGGREGATE BASE
<br /> STOCKTON STANDARD DETAILS SHOWN OF THESE PLANS. THE CONTRACTOR IS ALSO — 1 C/L CENTERLINE
<br /> RESPONSIBLE FOR BEING FAMILIAR WITH THE WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD 1 1 E OH EXISTING ELECTRICAL (OVERHEAD) CY CUBIC YARD
<br /> DETAILS NOT SHOWN BUT WHICH ARE INCLUDED IN THE CITY OF STOCKTON STANDARD (-J 1 1 DF DEEPENED FOOTING
<br /> SPECIFICATIONS AND PLANS. 1 1 T OH EXISTING TELEPHONE (OVERHEAD) E EAST/EASTING
<br /> EA EACH
<br /> 3. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE 1 1 1 \\ \ — — EXISTING LOT LINES ELEC ELECTRICAL
<br /> 11
<br /> ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. IT SHALL BE THE � I
<br /> EXIST EXISTING
<br /> C!�1 J1 — —
<br /> CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. EXISTING RIGHT OF WAY FD FOUND 111 1 r� 1 1 FF FINISHED FLOOR
<br /> 4. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE V l 1 1 1 _ — CENTERLINE FG FINISHED GRADE
<br /> 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND ® <:>:`` — _ \ J► FL FLOW LINE
<br /> HEALTH STANDARDS PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF ® 1 1 I _ _740 - EXISTING MAJOR CONTOUR FS FINISHED SURFACE
<br /> Ji o y 1
<br /> 1973, AS AMENDED, WHICH STATES: GB GRADE BREAK
<br /> V \ 1 �1 1 1 _ _ — T \ 741 - EXISTING MINOR CONTOUR HC HANDICAP
<br /> "PRIOR TO OPENING EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER ( y 1 1 HP HIGH POINT
<br /> UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE
<br /> ® QQ ® _ PROPOSED RIGHT OF WAY HDPE HIGH-DENSITY POLYETHYLENE
<br /> ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. 1 1 HORIZ HORIZONTAL
<br /> WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH -� INV INVERT
<br /> INSTALLATION, THE EXACT LOCATION SHELL BE DETERMINED BY CAREFUL PROBING OR 1 \ ADA PATH OF TRAVEL
<br /> HAND DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BEL
<br /> \ 1 1 -/X 7t FENCE DEMOLITION L A LANDSCAPE AREA
<br /> PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND 1 1 \ LF LINEAR FEET
<br /> FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK A LEAST 1 1 1 EXISTING POWER POLE MAX MAXIMUM
<br /> 48 PRIOR TO THE START OF ACTUAL EXCAVATION." \ MH MANHOLE
<br /> 1 J 1 1 \ SD(D EXISTING STORM DRAIN MANHOLE MIN MINIMUM
<br /> 5. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 �J 1 1 MKD MARKED
<br /> HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER _ 1 1 — SMH O EXISTING SEWER MANHOLE N NORTH/NORTHING
<br /> (800-227-2600). � T •.• EXISTING TELEPHONE MANHOLE OC ON CENTER
<br /> PCC PORTLAND CONCRETE CEMENT
<br /> 6. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO 1 1 y — P/L PROPERTY LINE
<br /> THAT NO DAMAGE RESULTS TO THEM DURING PERFORMANCE OF HIS CONTRACT. THE — — _ 2) EXISTING WATER VALVE PP POWER POLE
<br /> CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY V 1 _ EXISTING FIRE HYDRANT PROP PROPOSED
<br /> COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT. _ _ R S-�REE � PVC POLYVINYL CHLORIDE
<br /> 7. SURVEY MONUMENT PRESERVATION: V NOEEXISTING WATER BLOW-OFF R/W RIGHT OF WAY
<br /> — — e S SOUTH
<br /> PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO PERFORM A SD STORM DRAIN
<br /> PRE-CONSTRUCTION MONUMENT PRESERVATION SURVEY IN ACCORDANCE WITH SECTIONS — WM EXISTING WATER METER SF SQUARE FEET
<br /> 8771(b) OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA. LOCATIONS — SMH SEWER MANHOLE
<br /> OF EXISTING MONUMENTATION KNOWN TO THE ENGINEER THAT ARE WITHIN THE AREA OF _ EXISTING BLOCK WALL SW SIDEWALK
<br /> PROJECT HAVE BEEN INDICATED ON THE PLANS FOR REFERENCE. AT THE COMPLETION OF
<br /> PROPOSED STREET LIGHT SWR SEWER
<br /> CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL OF IMPROVEMENTS, CONTRACTOR'S LICENSED � TC TOP OF CURB
<br /> SURVEYOR SHALL PERFORM A POST/CONSTRUCTION MONUMENT PRESERVATION SURVEY IN VICINITY MAP TF TOP OF FOOTING
<br /> ACCORDANCE WITH SECTIONS 8771(c) AND 8771(4) AND, IF NECESSARY, FILE A RECORD OF SCALE: 1`50' PROPOSED POWER POLE TG TOP OF GRATE
<br /> SURVEY OR CORNER RECORDTOP TOP OF PIPES) IN ACCORDANCE WITH SECTION 8771(f). SPLIT-FACE BLOCK SCREEN WALL TOR TOP OF ROCK
<br /> TRW TOP OF RETAINING WALL
<br /> ■ PLASTER TW TOP OF WALL
<br /> TYP TYPICAL
<br /> PCC PAVEMENT W WEST
<br /> WTR WATER
<br /> SPECIFICATIONS:
<br /> AC PAVEMENT
<br /> SPECIFICATIONS FOR INITIAL BACKFILL(ALL TRENCHES)
<br /> 1. ALL TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH THE CITY OF STOCKTON STANDARD AC OVERLAY
<br /> SPECIFICATION 7-1.02K(6)(b).
<br /> 2. JETTING OF THE INITIAL BACKFILL LIFT SHALL NOT BE PERMITTED, UNLESS SPECIFIED BU THE
<br /> SOILS ENGINEER, NOR WILL JETTING BE ALLOWED PRIOR TO ANY WET MORTAR REACHING A LANDSCAPE
<br /> 24-HOUR SET.
<br /> CDQ
<br /> BENCHMARK ARCHITECT WATER SANITARY SEWER AC REMOVAL
<br /> 0
<br /> CITY OF STOCKTON #25 MCG ARCHITECTURE CALIFORNIA WATER SERVICE COMPANY CITY OF STOCKTON C°
<br /> BRASS DISK MARKING COS MONUMENT STAMPED 111 PACIFICA, SUITE 280 1505 E SONORA STREET, SUITE 100 1505 E SONORA STREET, SUITE 100
<br /> "2S-1" IN MONUMENT WELL IN THE CROSSWALK ON IRVINE, CA 92618 STOCKTON, CA 95205 STOCKTON, CA 95205 PCC REMOVAL CN
<br /> o
<br /> THE EAST SIDE OF PACIFIC AVENUE AT THE PHONE:949.553.1117 PHONE: 209.547.7900 PHONE: 209.547.7900 CN
<br /> 0
<br /> APPROXIMATE CENTERLINE OF WYANDOTTE STREET CONTACT: MS. CHRISTINE FONG
<br /> ELEVATION: 12.01 (NAVD88) AC GRIND
<br /> CIVIL ENGINEER STORM DRAIN GAS
<br /> VALUED ENGINEERING, INC. CITY OF STOCKTON PACIFIC GAS & ELECTRIC �\ �\��� CLEAR & GRUB
<br /> 600 N. MOUNTAIN AVENUE, SUITE C102 1505 E SONORA STREET, SUITE 100 3136 BOEING WAY
<br /> UPLAND, CA 91786 STOCKTON, CA 95205 STOCKTON, CA 95206 a
<br /> PHONE: 909.982.4601 PHONE: 209.547.7900 PHONE: 209.272.8618 J
<br /> STANDARD REFERENCES CONTACT: MR. JEFF MEITER CONTACT: MR. BRAD JOAQUINV/A ID 3
<br /> ~
<br /> AGENCY DRAWING NUMBER DESCRIPTION TELEPHONE 0
<br /> EiLNEE N(i,IlNI1G o
<br /> CITY OF STOCKTON R-50 SIDEWALK AT&T CIVIL ENGINEERING•LAND SURVEYING•LAND PLANNING o
<br /> 2300 E EIGHT MILE ROAD Q�OFESS/pN� 600 N. MOUNTAIN AVE, STE C102, UPLAND, CA 91786
<br /> CITY OF STOCKTON R-54 VERTICAL CURB STOCKTON, CA 95210 � 9EY D.
<br /> PHONE: (909) 982
<br /> -4601
<br /> CURB, GUTTER & SIDEWALK PHONE: 209.474.4727 �
<br /> CITY OF STOCKTON R-55 W m STARBUCKS o
<br /> CONSTRUCTION STANDARD 4 9 1810 PACIFIC AVENUE
<br /> CITY OF STOCKTON R-59 STANDARD COMMERCIAL DRIVEWAY �Q
<br /> ATF OF CA\ TITLE SHEET LLJ
<br /> i
<br /> 0
<br /> DATE SIGNED: �
<br /> DEPARTMENT OF PUBLIC WORKS j
<br /> CITY OF STOCKTON,CALIFORNIA
<br /> REVISION NO. DESCRIPTION DATE BY APRVD.BY o
<br /> N
<br /> SCALE: APPROVED BY: SHEET NO. rIq
<br /> CD
<br /> DESIGNED BY: DH DATE 1
<br /> OF 5 SHTS m
<br /> DRAWN BY: BW PAGE NO. j
<br /> CHECKED BY: JA CITY ENGINEER PG 1.0
<br /> RECORD DWG: STOCKTON,CALIFORNIA
<br />
|