HomeMy WebLinkAbout802-1GENERAL NOTES CITY OF AK SINOR
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND AMi
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UBC, CHAPTER 70. TRACT 2 3 74NO . 31706 P/-\ N
o 1
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. o m
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT (1-800-422-4133)M F70 048HOURSPRIORTOGRADING. 1 AND 1 1 HRU Uz>
CANYON
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. LOTS 108- 13511441154- 1751 1 97-249 AND 25 15 HILLS R NQEINPORT RD
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. OAD RD 215
R1 DG GATCYN. O 06. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN.
0
0
0
S I TE 0mo07. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN RD SCOTT RD 0 C
ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. PRCISGRADING PANSLOCATION n
OTTONWOOD
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM D-1557-70
BUNDY CYN. CYN. RD
TEST METHOD. e z
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND NOTIFICATIONS CLINTON KEITH RD m
mm
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES cli
c
FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION:
j z m
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED A. IN CASE ON EMERGENCY CALL ROD BASSET AT PARDEE HOMES
N L
BY THE SOILS ENGINEER. Responsible person) CITY OF LAKE ELSINORE 1-909-674-3125 0
D --
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ,1/2 INCH PER FOOT FOR A MINIMUM 2
AT 951)951) 538-6566
phone no.)GENERAL TELEPHONE 1-800-422-4133
OF 3 FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10 FEET, AND 2% IF B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND
ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146
CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A INSURE AAT WO K IS IN ACCORDANCE WITH THE APPROVED PLANS. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES.
23434 31- o7 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123
THOMAs BROS. MAP PG.28, GRID D4.
2
13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. Signature) ROE N0.) Expiration Date
MEDIA ONE CABLE TV 1-909-674-7741
14'. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS, ALONG THE TOP OF CUT SLOPES. VICINITY M AP_
C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 NOT TO SCALE
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. OCTOBER 5 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SOILS ENGINEERS CERTIFICATE.
PACIFIC SOILS ENGINEERING, INC.SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
7715 CONVOY COURT THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND
18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY "PACIFIC SOILS" AND THE ENGINEERING GEOLOGIC INVESTIGATION E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, SAN DIEGO, CALIFORNIA 92111 TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
DATED 5/3/2001 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH.
WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. TELEPHONE: (858) 560-1713 OOUT I E IN TH S
T.
AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
t..
F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING 2314
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL OWNERZ12EVELQPER EF1F- CHAN GE N0.)ate
ALSO BE IMMEDIATELY REPAIRED. p
REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.PARDEE HOMES 1813
10880 WILSHIRE BLVD., SUITE 1900
D A. MUR HY CEG N0.Date o20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE LOS ANGELES, CALIFORNIA 90024
CONSTRUCTION/GRADING. CONCLUSION OF EACH WORKING DAY. TELEPHONE: (310) 475-3525 r= 5 0 0
G A. 4+ , a
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING
O
H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT 1 R,3'
AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET BASIS QF BEARING:
OR CREATES A HAZARDOUS CONDITION.
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6,
n =
Xa. ,o-3,J off '
GRID BEARING BETWEEN N.G.S. STATION "WI LDOMAR" AND N.G.S. STATION
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO METZ" I.E. N06'21'37"E THE COMBINED SCALE FACTOR AT CP 2015 con
FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. O N
m
PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. GRID = GROUND x COMBINED SCALE FACTOR
RAW FILL = 0 C.Y.
D -
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER* RAW CUT = 105 ® 70 C.Y. 7,350 C.Y.
NOTICE AA. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL, AND B ENCH MARK:TERRACED AREAS AND ANY SUBSTRUCTURES. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING, AND FILLING OPERATIONS. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ELEVATION: 1400.873
CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. DATE: 1970
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED RIVERSIDE COUNTY DESIGNATION: E-14-70
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 INCHES ON CENTER, LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE
OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE H 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN
TO GROUNDCOVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.E TOP OF CONCRETE POSTE 4 70.
PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET ON CENTER, COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET
2 ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ONINVERTICALHEIGHTSHALLHAVEPERMANENTIRRIGATIONSYSTEMSWITHBACKFLOWPREVENTIONDEVICESPER
PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANDUBC, CHAPTER 70. EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH LEGEND: I
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE
ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CURB AND GUTTER 6 PROPOSED SPOT ELEVATION
ADJOINING PROPERTIES DURING THE GRADING PROJECT. F IOFUNDERGROUNDUTILITIESORSTRUCTURESNOTREPORTEDORINDICATED
ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED RIGHT OF WAY
27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON STREET LIGHT 59 58 1157 >56 rs a+ 153 , ,
5, ' . " " '
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PROPERTY LINE 6
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN
WAY -
AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S EASEMENT LINE 156 LOT NUMBER
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFELY ORDERS. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
SHEE 5
CONCERNED BEFORE STARTING WORK.
a
29. THE LOCATION AND PROTECTION OF ALL U11LI11ES IS THE RESPONSIBILITY OF THE PERMITTEE. PROPOSED SLOPE SHE E14
PREPARING THESE PLANS RESPONSIBLE FOR,
2.3%_ STREET GRADE3. THE ENGINEER LA ILL NOT BE RESPO
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 605 FINISH CONTOUR ELEV. W
z a
ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED
WATER METER
p m 0
LIMITS OF PAD Jam,,
z4, , p Q4
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLE1ON OF GRADING OPERATIONS.BY THE PREPARER OF THESE PLANS. 4
h m °AIR CONDITIONER o
INTERCEPTOR DRAIN ry n
ES pESSHALLBEPROVIDEDFORALLSLOPESINEXCESS4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. ELECTRIC TRANSFORMER F N`
00
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES Qa
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR F Z
BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.TO BIDDING FOR CONSTRUCTION.
W WATER MAIN
mHANDICAPRAMPh •
S SEWER MAIN
Q
c
33. ANY CONTRACTOR PERFORMING WORK ON T HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY CURB INLET CATCH BASIN m 0
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM DRAINAGE SWALE C m
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 1• H.P. FIRE HYDRANT Pi
Pi z m
HIGH POINT OF SWALE z
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL PRIVATE ENGINEM S NOTE TO CONTRACTOR BV BACKFLOW VALVE o
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUIT
DEEPENED POTTING D
35. APPROXIMATE DATE OF: OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE BLOCK WALL (PER SEPARATE PERMIT) sun
BEGINNING OPERATION: JANUARY 2006 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
COMPLETION: JANUARY 2007 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED o 6' HEIGHT WOOD FENCE 1\ EY MAPTOTAKEDUEPRECAUTIONARYMEASURESTOPROTECTTHEUTILITYLINESSHOWN
ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND PHASE LINE SCALE: 1"=200'
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL Willi A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR 6' HEIGHT WROUGHT IRON FENCEINFILLSWITHROADBEDAREASOR3FEETOFFINISHGRADES, UNLESS THE LOCATION, MATERIALS, AND NOT SHOWN ON THESE DRAWINGS.
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
BLOCK WALL WITH GATE
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
GRADING PERMIT # 051664 0
POST-TENSION SLAB WDID #833C300693
LqQMWMM @MVM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: pFESS/p
PREPARED BY:
Q _ Nq Y
CITY OF LAKE ELSINORE
0 1 1
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE y D' N F TRACT NO . 31706 PA-23 SHEET.• S
0 0
2 11 O7 Pi4D C,f wlzC E.5 L oT".'5 /S4 7wRa Ise o /t 0)SmT' &4 OTT 07 0 3 0 7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY
F`
s', CIVIL ENGINEERINGDALLT AND STATE LAWS, AND A PERMIT CAN BE ISSUED. i ' No. Z3y3
S
LAND PLANNING TITLE SHEETf/ '//out'PGor5 - 5 Ts 64 I-Woea/3A S d7 03 07 A z
C C OF: 13
T BOO OO 4 /s o A,a o-O G Ttq/6S L 6Ti I1G Q,/S SV T 3 e Ty l.3A O7 3 07
LAND SURVEYING B R I D G C G AT C
d 5 KE SEUMALO, R.C.E. N0. 56915 DATE6 Renew: !2 3 07 1181 4_IFOR IA AVE. - STE.202 - CORONA,CALIFORNIA 92881 PRECISE GRADING a n d2204183s Q' 95 0 FAX(951)280-415 FILE N0.
TWO W RKING DAYS 6 9TF O
IVI`\
FO RCE 2-3 3 3op DRAINAGE PLAN
BEFORE YOU DIG 7
CA
PEIvN s 13. Mel.-SO4 LICENSE NO. DATE W.O.FOR: F.B.
yam