HomeMy WebLinkAbout244-3 GRADING NOTE GENERAL NO
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CONSTRUCTION NOTES: UTILITY NOTE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE 1. NOTE TO CONTRACTORS; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS, UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE OF THE CITY OF LAKE THE
DEPARTMENT OF PUBLIC WORKS STANDARD ARE SHOWN IN AN
SPECIFICATIONS AND THE LATEST EDITION OF THE STATE OF CALIFORNIA APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. CITY STANDARDS ARE OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
ELSINORE. PRIOR TO ANY OPERATION. COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY AVAILABLE FROM THE CITY AND THE LATEST EDITION IS TO BE USED, EXCEPT S OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY
UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. CONSENT OF THE CITY ENGINEER. RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
3. THE DEVELOPER AND//OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
U.S.A. ALERT(1-806-422-4133) 48 HOURS PRIOR TO GRADING. PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE 2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL UNDERGROUND UTILITIES.
PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 BE REPARED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF 2• IT IS THE CONTRACTORS RE)SPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT
HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. CONTRACTOR AT HIS EXPENSE. THE FIRST QUALITY ARE TO BE USED. MARK-OUT OF THE LOCA77bN48 HOURS IN OF UTILTIES ANDANOTIFOICAnONEOF COMMENCEMENT N FOR OF
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY 2• ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC 3. ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE IN A HORIZONTAL WORK.
ENGINEER. WORKS LATEST EDITIOM, STANDARD DRAWING OF THE COUNTY OF RIVERSIDE, AND PLANE. GRADES ARE GIVEN FROM THE TOPS OF STAKES OR NAILS, UNLESS
SON DIE 0 REGIONAL THESE STANDARDS
DA DS AN IS THE CONTRACTOR'S RESPONSIBILITY OTHERWISE NOTED. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR 4. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS FOR LINES, GRADES, REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF
TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(714) 674-3124 EXT. 25 OR MEASUREMENT OF THE WORK IN THEIR PROPER PLACES UNLESS AND UNTIL WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND.
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY. AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK T
OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE 0 BE DONE SHALL m
90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS PAID FOR BY THE GENERAL CONTRACTOR. BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS 5. ALL MANHOLE, LAMPHOLE, AND WATER VALVE CASTINGS AND COVERS SHALL BE 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE n z APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL ADJUSTED TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER STREET UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR z i z
MODIFIED THREE LAYER A.S.T.M. D-1557T T TEST METHOD. REQUIRE IMMEDIATE WORK STOPPAGE. NOT SHOWN ON THESE PLANS. G)
IMPROVEMENTS ARE COMPLETE. z
9. FILL AREA SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE C
INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. SIDEWALKS SHALL BE OF WIDTH AS SHOWN ON THE PLANS. �
TO THE PLACING OF FILL.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE 7. CEMENT CONTRACTOR TO STAMP LETTER "S" FOR SANITARY SEWER LATERAL AND "W" - m
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL NECESSARY RELOCATION RESPONSIBILITY
ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL FOR WATER SERVICE IN THE CURB FACE WHERE SAID SERVICES CROSS THE CURBDO
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. UTILITY COMPANIES INVOLVED AT LEAST 48 HOUR PRIOR TO BEGINNING WORK. THE LINE. STATIONS FOR "S" LOCATIONS TO BE OBTAINED FROM ENGINEER'S As- APPROXIMATE EARTH O IANT1T11=S• n
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.) AT 1-800- INSTALLED PLANS OF SANITARY SEWER.
1/2" PER FOOT FOR A MINIMUM OF 3-FEET, THEN 1%(MINIMUM) TO FLOWLINE OF 422-4133 AT LEAST 48 HOUR PRIOR TO BEGINNING WORK. RAW EXCAVATION: 896,000 C.Y. 6 CUT)1,5 Gy EE 8. SANITARY SEWER LATERALS TO BE INSTALLED AT LOCATIONS AS SHOWN ON THE PLANS RAW EMBANKMENT: 305,000 C.Y. FILL: 3,om tY
ARTIH SWALE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK OR AT LOCATIONS AS DETERMINED BY THE DEVELOPER, IF ADDITIONAL LATERALS ARE RAW EXPORT: 591,000 C.Y. E1,poRr:12,oaD C.y TO OARCRL 5 (gPARtMwf
AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST REQUIRED. ALL LATERALS TO BE EXTENDED TO PROPERTY LINE AND PLUGGED, NOTE: QUANTITIES ARE BASED ON THE AERIAL SURVEY PERFORMED PRIOR TO ANY GRADING.sm)
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE SUBJECT TO CITY APPROVAL. EARTHWORK QUANTITIES DO NOT REFLECT ANY REVIONS TO THE GRADING PLAN INCLUDING.
SLOPE IS LESS THAN 10-FEET, AND 2%IF CUT OR FILL IS GREATER THAN 10-FEET. BEGINNING OF CONSTRUCTION. A REVISED AERIAL SURVEY.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5-FEET DEEP AND CONSTRUCTED A 9. THE CITY OF LAKE ELSINORE IS TO ARRANGE FOR ALL COMPACTION TESTS IN
MINIMUM OF 2-FEET FROM THE TOP OF CUT OR FILL SLOPES. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING STREETS AS REQUIRED BY THE CITY, AT THE DEVELOPER'S EXPENSE. THE ABOVE QUANTITIES DO NOT REFLECT ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED
13. PROVIDE 5-FOOT WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, 10. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY.
ELECTRICITY, GAS AND FACILITIES. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE
FILL SLOPES OVER 5-FOOT HIGH. OF DUST NUISANCE, AT THE CONTRACTOR'S EXPENSE, AND SHALL BE THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE g• ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN CONTRACTOR'S RESPONSIBILITY. SOIL CONDITION OVER THE ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION FINAL EARTHWORK QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
TOP OF CUT SLOPES. THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 11. PROVIDE ACCESS RAMPS IN CURB RETURNS AND AS SHOWN ON PLANS. HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES.
IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY (.
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 12• ALL EARTHWORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE SOILS REPORT NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO
PERMITTED. ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL FOR THE PROJECT AND SHALL BE SO CERTIFIED BY THE SOILS ENGINEER. THE ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE SOILS REPORT IS CONSIDERED PART OF THE IMPROVEMENT AND GRADING PLANS BY
AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS REVISIONS SHALL BE IN THE FORM OF "AS BUILT' PLANS SUBMITTED TO THE CITY REFERENCE.
ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE 13. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING GAS, WATER, CAUTION - NOTICE TO CONTRACTOR:
(SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL. CITY ENGINEER. IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE, CABLE N AND OTHERS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES EXISTING UTILITIES AS SHOW ON THESE PLANS IS BASED ON RECORDS OF THE VAR(
COMPACTION REPORT AR A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. CALL 800-422- UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF 4133. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
THE PROJECT BEFORE ACCEPTANCE IS GRANTED. MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
18. THE SOILS ENGINEERING INVESTIGATION AND ENGINEERING GEOLOGIC INVESTIGATION DATED - 14. STREET TREE LOCATIONS TO BE CONFIRMED DURING CONSTRUCTION OF OFFSITE TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF
MAY 15, 1990 PREPARED BY G.A. NICOLL &ASSOCIATES, SHALL BE CONSIDERED A 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE IMPROVEMENTS. PLACE TREES 10 FEET FROM SEWERS, 5 FEET FROM WATER, 20 FEET THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT W11H THE
PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. WITHIN PUBLIC RIGHT-OF-WAYS. BEFORE ISSUANCE OF SAID PERMIT, THE FROM STREET LIGHTS AND CURB RETURNS, AND 5 FEET FROM DRIVE APPROACHES. PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CONTRACTORL/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF 15. LOTS SHALL BE GRADED TO ELEVATIONS AS STAKED BY THE SURVEYOR OR AS o O
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE INSURANCE, KEQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT DIRECTED BY THE ENGINEER.
REQUIRED, THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. 16. EXISTING UTILITIES ARE SHOWN BY REFERENCE TO RECORD DATA. CONTRACTOR IS
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF TO VERIFY THE ACTUAL LOCATIONS OF ALL UTILITIES IN THE FIELD PRIOR TO z
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES" CONSTRUCTION. NASLAND ENGINEERING AND THE CITY OF LAKE ELSINORE ASSUME NO
.
SECTION OF THE IMPROVEMENT PLANS. LIABILITY FOR THE ACCURACY OR COMPLETENESS OF SUCH RECORD DATA • Z
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CORONA PERRIS y C
14. GENERAL CONTRACTOR TO VISIT SITE PRIOR TO THE START OF CONSTRUCTION 17• ALL SEWER AND WATER LINES SHALL MEET THE REQUIREMENTS OF THE STATE HEALTH • 5 i
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY AND NOTIFY THE ENGINEER OF WORK OF ANY DISCREPANCIES. DEPARTMENT GUIDE LINES. 4
A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND K
FILL SLOPES OVER 30-FEET IN VERTICAL HEIGHT. 15. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 18. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. COST OF THIS
16. PAVEMENT SECTION TO BE DETERMINED BY SOILS ENGINEER. COORDINATION IS TO BE INCLUDED IN THE PRICES BID FOR THE VARIOUS
FOOT. IMPROVEMENTS. S _
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST 17. FADED ELEVATIONS AND ELEVATIONS IN PARENTHESIS ARE EXISTING ELEVATIONS. 19. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OFFICE OF THE n
BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 18. FEATHERING OF A.C. PAVING MAY BE REQUIRED ON ADJACENT PROPERTIES TO MAKE CITY ENGINEER AT LEAST ONE WORKING DAY IN ADVANCE OF BEGINNING ANY NEW Rq1�
PREPARATION SHALL A APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO SMOOTH TRANSITIONS FROM NEW A.C. PAVING TO EXISTING A.C. PAVING. PHASE OF THE WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY OAO CANYONROAD
PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE TIME ANY STAKES WILL BE
KEYED AND BENCHED. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR REQUIRED, AND PRIOR TO BACKFILLING SEWER LATERAL TRENCHES, SO PLANS MAY BE \ c+,p
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AS-BUILT.
24. THE SOIL ENGINEER SHALL INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL F APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 20. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL
A. UPON COMPLETION OF CLEARING, DURING EXCAVATION, BEFORE UCTUR S.OF THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT
ALLUVIAL, COLLUVIAL AND TERRACED AREAS, AND ANY SUBSTRUCTURES. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH IS MADE.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE HARMLESS
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING DECLARATION OF RESPONSIBLE CHARGE My 4 On ) LAKE ELSINORE /
BENCHING, AND FILLING OPERATIONS. FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. QpOFESSIpy 15
C. DURING INSTALLATION OF BUTTRESS, CANYON SUB-DRAINS, AND FILTER 20. TOPOGRAPHY IS BASED ON AN AERIAL SURVEY PERFORMED BY AERO TECH ON ` Z•PELeF�Fy I HEREBY DECLARE THAT IAMIUE EAI4WEER OF WORK FOR T915 PROJECT, THAT I NAVE EXERCISED RE5VOAISI$LE `MATERIAL JULY 12, 1993. tn=z CI44,24E OVER DE514N OF THE P900ELT AS DEFINED IN SECTION 003 OF THE Sui wE" AND 1`90FE571045 CODE,AND
21. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL STREETS, UTILITIES, s RCE37es3 a THAT THE DES14N 15 CONSIST�R WITH CURRENT STANDARDS. 1 UNDERSTAND THAT THE CHECK OF PROJECT ORAwJAW2 VICINITY MAP
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS * * AND WECIFICATION5 Qy TI}E CITY OF LAKE ELSINORE P5 CONFINED TO APLVIEY1 ONLY ANO DOES AIOI RELIEVE ME, Nor FoscALE
CONSTRUCTION. ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL d's CIVIL `P Ay EN4INEER OF WORK,OF 9ES90Nii SILITY FOR PROJELT DE�IHN, /J TEMECULA •
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT REQUEST AWORK AT N INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF �OFCAL\C ML& 9ACECESSARY41NEWINLo -�G✓� /0/30/02
AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES WITH 15-FEET STEPS TO PROTECST4THE0 PROJECT AND0. THE TADJACENTRACTOR HPRO ERTY FROM ALL ALSO TAKE ANYNEROSION AND foOO S.ANORu1eFN,StEI,ESLWg100,Cq 9Zoi9 (T4o)7yl•357� M,CppEL L. 1fNErj1, RCE ST893 I
IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS,
APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH
CENTERS. SLOPES AT 10-FOOT ON CENTERS 3-FOOT IN VERTICAL; TREES, 20-FOOT ON CENTER; COMBINATIONS, 15-FOOT ON TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAI TENANCE BY
IRRIGATION SYSTEMS NTRH BACKFLOW PREVENTION(GHT SHALL HAVE DEVICES PER U B.C.ERMANENT CHAPTER WHATEVER OWNER, AGENCY, OR ASSOCIATIONS IS TO BE ULTIMATELY RESPONSIBLE SHEET 2 SHEET 3 g
70. FOR MAINTENANCE.
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26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE
22. WRITTEN PERMISSION SHALL BE OBTAINED PRIOR TO ANY OFFSITE GRADING. p
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 23. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT o
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27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR A� z z
DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
WORK. GRADING. O_IF Q100 24.5 FRTr
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8. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. • THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH P /NF n
IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A c
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO PRACTICE SURVEYING OR A D7
PERMITTEE. LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS 0- m
25.
REQUIRED BY THE LAND SURVEYOR'S ACT.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 100- 1.8 - -
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, Q Q 100 17 2
-
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
COMPLETION OF GRADING OPERATION. STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. L
N 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED 26. ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE CONSTRUCTION Qto 11 o
FOR ALL SLOPES IN EXCESS OF 3-FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER OF CURB OR SURFACING OF STREETS.
COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 27. THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM �� o 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF ��
WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING NPDES PERMIT NUMBER: DATE PERMIT ISSUED: I Q10 = 3.5
ORCN TES CH ULTING F CILITIIEESERE SHOWN CTLY OR DON THESE PANS
S. OPERATIONS, WHETHER ID: 8335302002 o
08/20/92 / OQ� moo - - - - - - o owQ,00= 4.0
34. A LICENSED LAND SURVEYOR SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER Q� 1 PARCEL S I
FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. \
35. APPROXIMATE DATE OF: BEGINNING OPERATION:O 0 3 STATE GENERAL PERMIT: // 1
COMPLETION:2 9 92A-O�DWWQ p^ e o tQ,00= 2.2
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER c o O 00= 5.1 p 1 /// PROPERTY LINE
THAN 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3-FEET OF FINISH too= 6.6 0}4= 4 _ o 0 GRADES, UNLESS THE LOCATIONS, MATERIALS, AND DISPOSAL METHODS ARE Q = 9 9 1 O,oO= 6 7 Q100= 10.8 O100= 28.2
o SPECIFICALLY APPROVED BY THE SOILS ENGINEER. Q, = P9.5 t ❑ D ` ,rO,00= 1.7
�,�Q,00= 24.11
37. A SURVEYOR MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN Q100= 66.INSPECTION BEFORE APPROVAL.
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED
nn= 10.
BY THE BUILDING DEPARTMENT. STREET /f Q100= 39.4
39. APPROVAL FROM THE FIRE DEPARTMENT, CITY OF LAKE ELSINORE SHALL BE OBTAINED Q,Go= 16.2 Q100= 24.8 I jtQ100= 31.4 ' N P 0
,Y' ;iO,00= 66.5 g
1¢ PRIOR TO ANY BLASTING. A � g
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OWNER/DEVELOPER C1 VIL ENGINEER OF WORK GEOLOGIC AND SOIL ENGINEERS z
OAK GROVE EQUITIES NASLAND ENGINEERING G. A. NICOLL INDEX MAP ED
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350 RAILROAD CANYON ROAD 3359 CHICAGO AVENUE & ASSOCIATES
SUITF 'A" 17241 MURPHY AVENUE SCALE 1" = 200'
LAKE ELSINORE, CA. 92330 RIVERSIDE, CA. 92507 IRVINE. CA. 92714-5917
Ld (909) 674-5645 (909) 784-3300 (714) 250-9111
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CITY GRADING PERMIT NO.
,� DI L BENCHMARK: APPROVED BY: City of-Lake Elsinore
BRASS DISK ON THE TOP OF A
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MILES NORTHEAST OF INTERSECTION 130 S.Main Street,Lake Elsinore,California,92330(909)674-3124 11
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WITH STATE HIGHWAY N0. 71 STAMPED CONTOUR BUILDING AND RETAINING WALL REV. 09 02 93 ♦S Cep 3319] # "These plans nova been reviewed for eompl'anee with
AT LEAST TWO DAYS E-12-70. 3359 Chicago Avenue,Riverside,California,92507e909-704-3300 ELSI N OR E CITY CENTER OF 4 SHEETS
BEFORE YOU DIG SLOPE AND RETAINING WALL REV. 08 31 93 Jj pl,/IV �p the appropriate laws.
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N UNDERGROUND SERVIC ALERT OF SOUTHERN CALIFORNIA REVISION v. ,L'atc !�•S-�3 PROJECT ENGR:J.J.MYHRE DRAWN BY: R.SANCHEZ DATE APPROVED N.E. JOB NO.
• an TeccO RCE/� 21837 DESIGNED BY: T.T.FUJIWARA SCALE: AS SHOWN ROUGH GRADING PLAN 392-09E.1