|
STANDARD CONSTRUCTION : ENGINEERED FILL :
<br /> 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS. THE IMPROVEMENTS ARE 1. ALL SURFACE VEGETATION AN ANY MISCELLANEOUS SURFACE OBSTRUCTIONS SHALL BE REMOVED
<br /> SUBJECT TO THE INSPECTION AND APPROVAL OF THE OWNER. PRIOR TO ANY SITE GRADING.
<br /> 2. PRIOR TO EXCAVATING NEAR ANY UNDERGROUND UTILITIES, ALL U.S.A. AT LEAST FORTY EIGHT (48) 2. SURFACE STRIPPINGS SHALL NOT BE INCORPORATED INTO FILL AREAS.
<br /> HOURS IN ADVANCE AT PHONE (800) 227-2600. 3. AFTER STRIPPING THE SITE, AND PERFORMING ANY NECESSARY REMOVALS, ALL AREAS TO RECEIVE
<br /> 3. REFER TO THE RECORDED MAP OF THIS TRACT FOR PROPERTY LINE DATA. FILL SHALL BE SCARIFIED AT LEAST EIGHT (8) INCHES BELOW EXPOSED SUBGRADE ELEVATION.
<br /> w 4. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY THE 4. ALL DISTANCES AND MEASUREMENTS ARE GIVEN IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM
<br /> LOCAL JURISTICTION. THE TOP OF STAKES OR NAILS, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PRESERVE ALL
<br /> 0 5. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, SIDEWALK, SANITARY SEWER, STORM DRAIN, WATER STAKES AND SET POINTS FOR LINES, GRADES OR MEASUREMENTS OF THE WORK IN THEIR PROPER
<br /> w LINES, FIRE HYDRANTS, PARKING LOT LIGHTS, ETC., SHALL BE DONE UNDER THE DIRECTION OF A PLACE UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN
<br /> Z REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT AUTHORITY SHALL BE PAID BY THE GENERAL
<br /> 0= 6. ALL EXISTING UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL TAKE THE PRECAUTIONARY CONTRACTOR.
<br /> (IfMEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL 5. ENGINEERED FILL SHALL BE PLACED IN ACCORDANCE WITH THE SOILS REPORT RECOMMENDATIONS.
<br /> OU
<br /> o m UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR S T 0 R M D R A I N
<br /> Z75= FACILITIES IN THE FIELD. 1. MANHOLE CASTING AND COVERS SHALL BE SET TO FINISH GRADE AFTER SURFACE IMPROVEMENTS ARE
<br /> W 7. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED. COMPLETE.
<br /> 0 8. ALL TRENCHES SHALL BE BACK FILLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2. STORM DRAIN PIPE SIZES SHALL NOT BE CHANGED WITHOUT THE APPROVAL OF THE PROJECT
<br /> LU
<br /> w 9. WHEN WIDENING EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT TO A NEAT LINE AND REMOVED ENGINEER. Vm1 architecture
<br /> LU W BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION. AN EXPLORATORY TRENCH, OR POT-HOLING, 3. STORM DRAIN PIPE SHALL BE PVC SDR-35, UNLESS OTHERWISE NOTED. Design Planning • Interiors
<br /> W MAY BE REQUIRED TO DETERMINE THE LIMITS OF THE PAVEMENT REMOVAL. 4. ALL STORM DRAIN CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH 637 5th Avenue San Rafael, CA 94901
<br /> o 10. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE BY THE UNDERGROUND DEPARTMENT. WHERE STORM DRAIN LINES CROSS ABOVE WATER MAINS, A 20' JOINT OF CLASS 200 415-451-2500 415-451-2595 fax
<br /> M CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. PVC WATER LINE SHALL BE CENTERED ON THE SEWER CROSSING. www.vmarch.com
<br /> LU
<br /> 0 11. EXCESS MATERIAL GENERATED WHILE GRADING THE SITE SHALL BE SPREAD OVER THE SITE AS
<br /> 5. ALL CONSTRUCTION ACTIVITIES, REGARDLESS OF SIZE, SHALL CONFORM TO THE STATE WATER
<br /> O
<br /> DIRECTED BY THE PROJECT ENGINEER PRIOR TO OFF HAUL. RESOURCES CONTROL BOARD, NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), WASTE
<br /> 12. ALL MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48". DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH ^
<br /> a
<br /> 0 13. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 9, SECTION 6705, 6706, C T TION I TY 20049
<br /> 9
<br /> AND 6707 OF THE STATE LABOR CODE. S A N I V� E R .
<br /> 14. THE CONTRACTOR SHALL SUBMIT TO THE LOCAL JURISTICTION FOR APPROVAL A DETAILED PLAN 1 SANITARY SEWER PIPE SHALL BE P.V.C. SDR-26, UNLESS OTHERWISE NOTED.
<br /> 0 2. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED, FLUSHED WITH AN APPROVED SEWER
<br /> SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR -�
<br /> (IfBALL AND PASS A LEAKAGE TEST IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO W. HAMMER LANE �oF
<br /> Uj WORKER PROTECTION FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. IF Q
<br /> o ACCEPTANCE BY THE OWNER. ALL TESTING SHALL BE PERFORMED AFTER THE COMPACTION FOR ±98.1 RIM EX. SSMH �0 l
<br /> THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS, THE PLAN SHALL BE PREPARED BY S r F
<br /> PARKING LOT BASE ROACK AND PRIOR TO PAVING. ±INV EX. XX' IN X
<br /> 9 w REGISTERED CIVIL OR STRUCTURAL ENGINEER. )
<br /> 15. EXISTING CURB, GUTTER, SIDEWALK, PAVEMENT, ETC. WITHIN THE PROJECT LIMITS THAT ARE DAMAGED 3. EXISTING SEWER LINES THAT ARE TO BE EXTENDED OR CONNECTED TO SHALL BE EXPOSED AND
<br /> X6p
<br /> o ELEVATIONS CHECKED BEFORE CONSTRUCTION. 9� GG �� o J- - - m
<br /> OR DISPLACED, EVEN THOUGH THEY WERE NOT REMOVED, SHALL BE REPAIRED OR REPLACED TO THE 8� o r.m o �, ¢ C61758 z
<br /> 0 w 4. ALL MANHOLES SHALL BE TESTED IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO io � o� P o
<br /> OWNER'S SATISFACTION. 9� bo 6 �_ _ _ mo=o= _ _ _ - _ _ _ - - _ _ = ex .6/ /23
<br /> af W ACCEPTANCE BY THE OWNER. ��� oc 1° G �5ti
<br /> w 16. ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED. ±99.3 RIM EX. SD CB ° x x°�
<br /> z 5. SEWER MAINS SHALL BE INSTALLED FROM EXISTING FACILITIES UPSTREAM TO THE END OF THE LINE. o
<br /> 17. PRIOR TO TRENCHING FOR ANY UNDERGROUND UTILITY, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, !NV EX. XX" IN X r199.52- - F6 X s� / �P
<br /> LU W 6. MANHOLE CASTING AND COVERS SHALL BE SET TO FINISH GRADE AFTER STREET PAVING � ) o� �1G -9y q� -
<br /> THE SIZE, LOCATION AND CHARACTER OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY �Q __ ----lam _ _ F0�
<br /> IMPROVEMENTS ARE COMPLETE. �01 l o v �O F CAQ
<br /> ¢0 DEVIATION FROM THE PLANS SHALL BE RESOLVED BY THE PROJECT ENGINEER PRIOR TO TRENCHING. 7. ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH ( � �� 0 °
<br /> 18. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE BY THE UNDERGROUND �� �� II \ goo c6 �s� - - = � �ooQ°o \\ 12/08/2021
<br /> LU w DEPARTMENT. WHERE SANITARY SEWER SERVICES AND LATERALS CROSS ABOVE WATER MAINS, A 20' F� �� \o� �6 _ _ - oo o�
<br /> U) CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. JOINT OF CLASS 200 PVC WATER LINE SHALL BE CENTERED ON THE SEWER CROSSING. //VV l2/ry��� l o IIO° /6/' �� _ -- o� x °5 �� 5 \
<br /> "m DEMOLITION NOTES : NF �`' � /0 D0 - `" � P
<br /> o 20 9�/ �° o°
<br /> o 1. IN THE EVENT AN EXISTING SEPTIC SYSTEM IS FOUND, IT SHALL BE DESTROYED / REMOVED IN LIGHTING , STRIPING AND SIGNAGE : C3.0 J �� °� 1 \\ °oQ°o \\ o
<br /> ACCORDANCE WITH COUNTY HEALTH DEPARTMENT SPECIFICATIONS. 1. ALL SIGNAGE SHALL CONFORM TO CAL-TRANS STANDARDS. g�FX6 f \ \ \\ LEGEND: v N
<br /> 0 0 1.A. THE SEPTIC TANK SHALL BE PUMPED EMPTY (BOTH COMPARTMENTS) BY A PERMITTED SEPTIC 2. GENERAL CONTRACTOR SHALL INSTALL ELECTRICAL CONDUIT, PULL BOXES, SUBSTRUCTURES AND 1 �Q�SI F o � ��>> o� o �I MATCH EXE II N o
<br /> 11 U) PUMPER. CONDUCTORS REQUIRED IN ORDER TO SERVICE THE PROPOSED LIGHTS AND LANDSCAPE IRRIGATION 10� o;�� x D�S oc 6 s" �o° II GRIND DOWN TOP 2 EX. AC
<br /> J~ 1.B. SEPTIC TANK DESTRUCTION/REMOVAL SHALL BE INSPECTED BY THE COUNTY HEALTH FACILITIES. REFER TO ELECTRICAL DRAWINGS FOR POWER SOURCE LOCATION. II - - FC a o0 �� & RE-SURFACE o M
<br /> U)
<br /> DEPARTMENT. 3. ALL PAINTED LEGENDS SHALL CONFORM TO CAL-TRANS STANDARDS. � -�
<br /> g I.C. BACKFILL OF TANK AREA SHALL BE DONE WITH ENGINEERED FILL. 4. ALL STRIPING AND PAINTED LEGENDS SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT -
<br /> 0 0 2. IN THE EVENT AN EXISTING WELL IS FOUND, IT SHALL BE REMOVED IN ACCORDANCE WITH COUNTY SPECIFICATIONS. II „ i o �oC 4" AC O/V 12" AB a
<br /> HEALTH DEPARTMENT SPECIFICATIONS. 5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. I� x0 V 90% COMPACTED SOIL
<br /> w 0 2.1. DESTRUCTION OF THE WELL SHALL BE PERFORMED BY A LICENSED WELL DRILLER HOLDING A WATER : II M ' ------ &
<br /> o II /
<br /> rn �
<br /> CD CURRENT C-57 LICENSE. ��
<br /> ¢ 2.2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE DESTRUCTION OF 1. ALL WATER LINES SHALL BE PRESSURE-TESTED, DISINFECTED, FLUSHED AND TESTED FOR BACTERIA IN
<br /> C6 o CONFORMANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE OWNER. o IX I TACO BE 6" THK. CONC. SLAB W/ o 0
<br /> Z EXISTING WELLS AND SEPTIC SYSTEMS. 2. ALL PVC PIPE SHALL BE CLASS 150 DR 18 OR CLASS 200, AS APPLICABLE, CONFORMING WITH AWWA II 1GG 1 ��G N ��`' II #4 @ 18 O.C. EA. WAY CENTERRED o 0
<br /> co w 2.3. THE WELL DESTRUCTION PROCESS SHALL BE INSPECTED BY THE COUNTY HEALTH DEPARTMENT. C-900. III II _ (� 9� FF = 101.30 /o/ �`� v o
<br /> 0 0 G p x. �° II o 0/V 90% COMPACTED SOIL y
<br /> T R E N C H I N G A N D R E S U R F A C I N G : 3. ALL VALVES, TEES AND CROSSES SHALL BE FLANGED TO THEIR RESPECTIVE FITTINGS. WATER VALVES III II o G�00T
<br /> 1. ALL TRENCHES SHALL BE SHORED OR PROTECTED IN ACCORDANCE WITH OSHA AND OTHER STATE AND SHALL BE RESILIENT SEAT ONLY. III b 4" THK. CONC. FLATWORK W ��r v
<br /> 0 Z FEDERAL SAFETY CODES, REGULATIONS AND ORDINANCES. 4. DEFELCTION OF WATER MAINS SHALL NOT EXCEED 80% OF THE MANUFACTURE'S SPECIFICATIONS. III II = I �o� III #4 @ 18" O.C. EA. WAY CENTERRED -�
<br /> o 2. UNSTABLE MATERIAL SHALL BE EXCAVATED AND STABILIZED WITH #3 ROCK (PER ASTM 33 OR 5. ALL VALVE STEMS MUST BE BROUGHT TO A MINIMUM OF FOUR FEET (4') BELOW FINISH GRADE WITH I III O/V 90% COMPACTED SOIL ry o
<br /> Z Q APPROVED EQUAL) OR WITH CEMENT SLURRY/CONCRETE AS APPROVED BY THE PROJECT ENGINEER. STEM EXTENSION UNITS. II �21
<br /> } 2.1. FOR EXISTING PAVED AREAS BACKFILL MATERIAL SHALL BE AGGREGATE BASE 95% RELATIVE - f: C4.0 I I
<br /> W LL ( 6. THRUST BLOCKS SHALL BE PROVIDED AT ALL REQUIRED LOCATIONS (ON-SITE) ON WATER LINE IN L�J o�
<br /> 0 0 COMPACTION 2'-0" BELOW THE PAVEMENT SURFACE AND NATIVE BACKFILL 90% RELATIVE ACCORDANCE WITH THESE PLANS. I g III
<br /> W C, ) ( I II II
<br /> LU COMPACTION FOR THE REMAINING DEPTH TO THE PIPE BEDDING).
<br /> 7. WATER VALVE CASTINGS AND COVERS SHALL BE SET TO FINISH GRADE AFTER STREET PAVING / 9j CH EX� x RECORD DATES
<br /> o, �� 00� DD SUBMITTAL
<br /> LL= 2.2. PLACEMENT OF AGGREGATE BASE SHALL BE IN 12' LIFTS EVENLY PLACED AND MECHANICALLY IMPROVEMENTS ARE COMPLETE. I b� ��665 0
<br /> W w III o o� � FC BLDG.SUBMITTAL
<br /> 3, ,3,
<br /> c COMPACTED TO RELATIVE DENSITY AS SPECIFIED. COMPACTION TESTS SHALL BE REQUIRED AT v�1 III
<br /> W U) THE DISCRETION OF THE PROJECT ENGINEER. ALL COSTS RELATED TO THESE TESTS SHALL BE
<br /> I �� o / BID SET
<br /> L3 BORNE BY THE OWNER/CONTRACTOR/UTILITY COMPANY WHEN SUCH TESTS ARE REQUIRED. IF III - - x ob�� � � o���� CONTRACT SET
<br /> z RESULTS OF THESE TESTS DO NOT MEET SPECIFIED REQUIREMENTS, BACKFILL SHALL BE /00 06 - o°� 006 JQ°o /�° ° ts)o�
<br /> 0
<br /> o= EXCAVATED, REPLACED, COMPACTED AND RETESTED, IN CASE OF ONE SACK SLURRY MIX OR I - _ ��� �o°Q ��° REVISIONS
<br /> zz woe
<br /> CONTROLLED DENSITY FILL, NO COMPACTION TEST WILL BE REQUIRED.
<br /> C)ca3E:R . DROP HAMMER SHALL NOT BE USED TO CUT PAVEMENT. III ��� o�o �oo0,�Q��
<br /> LU 4. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARILY PAVED AT THE END OF EACH WORKING DAY. III = _ _ _ Xao 1 ���-m m
<br /> THE USE OF STEEL PLATES MUST BE APPROVED BY THE PROJECT ENGINEER AT LEAST 48 HOURS IN III - x OT Q �o, Q
<br /> W z ADVANCE. III 1-16 l 0 98j o 099
<br /> 0 5. INITIAL CUT IN STREET PAVEMENT SHALL BE EQUAL TO THE WIDTH OF THE TRENCH WITH THE OPTION �6
<br /> OF BEING JACK HAMMERED OR SAW CUT. 1
<br /> 0 0 �3z
<br /> �z >
<br /> 00 6. FINAL CUT IN STREET PAVEMENT SHALL BE 12" WIDER THAN THE TRENCH WIDTH AND SHALL BE MADE "' gg65 1 9X20 X'q
<br /> BY SAW CUTTING ONLY.LU
<br /> - - - - qp S\ C4.0
<br /> 7. TEMPORARY BITUMINOUS SURFACING (CUT BACK) SHALL BE PLACED AND COMPACTED IMMEDIATELY
<br /> oUjABOVE THE TRENCH FOLLOWING COMPACTION. MINIMUM DEPTH OF CUT BACK SHALL BE 2" OR AS
<br /> SPECIFIED BY THE PROJECT. CUT BACK SHALL BE MAINTAINED IN GOOD CONDITION UP TO THE TIME III o00
<br /> W o THE FINAL PAVING IS PLACED ON TRENCH IN ACCORDANCE WITH NOTE #8. III �� CLIENT
<br /> LU
<br /> Uj 8. FINAL PAVING ABOVE THE TRENCH SECTION SHALL BE PLACED WITHIN 14 DAYS OF ITS BACKFILL AND
<br /> COMPACTION. EXTENSION MAY BE GRANTED BY THE OWNER DUE TO WEATHER CONDITIONS. a PRB MANAGEMENT INC
<br /> LU 0 9. TEMPORARY CUT BACK SHALL BE REMOVED BEFORE PLACEMENT OF FINAL PAVING. FINAL PAVING , II
<br /> 4709 Mangels Blvd.
<br /> LU
<br /> SHALL BE PLACED ON UNDISTURBED PREVIOUSLY INSPECTED AND COMPACTED AGGREGATE BASE OR I I I - - - - - - - - - - N - Fairfield CA 94534
<br /> w Z ONE SACK SLURRY MIX/ CONTROLLED DENSITY FILL. RECOMPACTION AND INSPECTION SHALL BE \ \ °�� _� - - - SITE#:3560
<br /> 0-�} REQUIRED FOR ANY DISTURBED BASE OR SURFACE PRIOR TO PLACEMENT OF FINAL PAVING. \�\ 4 o - -
<br /> o w 10. PROPER TRAFFIC CONTROLS AND COVERING OF TRENCHES SHALL BE MAINTAINED IN ACCORDANCE WITH °�� - - - - - - - - ENTITY#:
<br /> LL J THE CALTRANS STANDARD SPECIFICATIONS. - - - - - -- - - - - - - - - - - - - - - -
<br /> 11. ASPHALT CONCRETE SHALL BE IN ACCORDANCE WITH THE CALTRANS SPECIFICATIONS. - - - - - - - - - - - - - - - - PROJECT
<br /> LU 0 12. ALL TRENCHES SHALL HAVE A COMPACTION TEST TO ENSURE PROPER COMPACTION, AS SPECIFIED BY SAN CARLOS LANE TACO BELL
<br /> O U
<br /> THE GEOTECHNICAL ENGINEER. 532 WEST HAMMER LN.
<br /> 0-¢
<br /> a
<br /> Uj
<br /> o SCALE: 1'= 20' STOCKTON, CA 95210
<br /> }Z
<br /> APN#000-100-000
<br /> m0
<br /> oU)
<br /> z LU
<br /> 0 10' 20' 40'
<br /> 00
<br /> LU w
<br /> J Le
<br /> �O
<br /> LU
<br /> �U
<br /> Z
<br /> LU
<br /> LU
<br /> mW
<br /> o�
<br /> w�
<br /> U>
<br /> E J
<br /> GRADING PLAN
<br /> a0
<br /> 00 AND
<br /> zZ
<br /> Zo
<br /> Know what's below. CONSTRUCTION NOTES
<br /> �w
<br /> w�
<br /> 0
<br /> �o all before you dig.
<br /> ¢�
<br /> c6Z
<br /> z0
<br /> 0�
<br /> 7,z
<br /> 0�
<br /> C2 , 0
<br /> LU 9 Lm 20 ON-SITE CONSTRUCTION NOTES GRADING PLAN
<br /> ¢�
<br />
|