HomeMy WebLinkAboutTract Map 5790 Lot 8 Street Improvement GRADING NOTES EROSION CONTROL NOTES
1 . Erosion control is required for grading operation 19. Fill areas while being brought up to grade and during
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS during the rainy season from October 15 to April 15. periods of completion prior to final grade, shall be
AMENDED BY ORDINANCE 99-23.
2. Approved Ian is required for all rough radin protected by various measures to eliminate erosion and
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL pp p q g grading. the siltation of downstream facilities and adjacent
BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL In Case of emer encyy, call areas. these measures may include, but shall not be
SLOPES. of,-_ MAX & R1 VERIZON ___ __ __ _____ limited to: temporary downdrains, either in the form of
3. MAXIMUM CUT AND FILL SLOPE = 2:1. (Responsible Person) (Firm)�� _ pipes or paved ditches with protected outfoll areas;
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. graded berms around areas t0 eliminate erosion of fill
\ at T_C_E_LL_7_6_0-668_--8_0_69 slopes by surface runoff, confined ponding areas to
zo J 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL (24Hour Phone Number) �__��__�___�___ desilt runoff; temporary Check dams in toe of
s CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION slope ditches to desilt runoff; protection such as sand
SITE o REPORT FOR ALL FILLS OVER 1' DEEP. bogs around inlets which have not
� 3. The design Civil Engineer will supervise erosion control 9
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING work and insure that work is in accordance with the been brought up to grade; and earth berms and
CULA DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE appropriate grading to direct drainage away from the
1^ APPROVED GRADING PLAN PRIOR TO ISSUANCE OF A BUILDING PERMIT. CERTIFICATION SHALL BE TO approved plan (�f required by the Department of Public
edge of the top of slopes shall be constructed and
'pp LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. Works}. maintained on those fill areas where earthwork
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7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. operations are not in progress.4. Equipment and workers for emergency work shall be
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. made available at all times during the rainy season. 20. Top of cut brow ditches, where required on the plan,
Necessary materials shall be available on site and shall be constructed prior
9. ALL GRADING SHALL BE DT-2�
IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS p or to exceeding twelve (12)
INVESTIGATION BY------ DATED.,,_- TWO SETS OF THE stockpiled at convenient locations to facilitate rapid
--- ------- �----.---..-� feet of cut measured vertically.
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL construction of temporary devices when rain is
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, imminent. 21 . Clearing and grubbing should be limited to areas that
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE 5. Devices shall not be moved or modified whithout the will receive immediate grading, erosion control
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED measures will be required to protect areas which have
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. approval of the Department of Public Works. been cleared and grubbed prior to grading operation,
ENGINEERING DEPARTMENT PHONE: (909) 694--6411 6. All removable protective devices shown shall be in and which are subject to runoff during the period of
lace at the end of each working day when the five the rainy season. these measures may include but not
THOMAS BROS MAP 958, H7, 2002 ED. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER P 9 Y be limited to: graded ditches; brush barriers and silt
THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE (50 day rain probability exceeds (40) percent. fences. care shall be exercised to reserve vegetation
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 p g
VICINITY MAP (RESIDENTIAL) OR SECTION 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO THE APPROVAL OF FINAL INSPECTION, beyond limits of grading.
7. After a rainstorm, all silt and debris shall be removed
NO SCALE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, from check berms, silt fences, and desilting basins, 22. The Department of Public Works' approval of Ions does
DEBRIS, TOP SOIL, AND OTHER DELETERIOUS MATERIAL, etc. p pp p
not relieve the developer from responsibility for the
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE correction of error and omission discovered during
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATIONS SHALL BE 8. Graded areas around the tract perimeter must drain on construction. u request, the required Ian revisions
APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. away from the face of slope at the conclusion of each P q q p
working day. shall be promptly submitted to the Department of
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE Public Works for approval.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND
DAMAGE TO ADJACENT PROPERTIES. 9• The Developer shall be responsible and shall take 23• All graded slope area 5' or more in height shall be
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. necessary precautions to prevent public trespass onto hydroseeded unless sufficient natural vegetation has
areas where impounded water creates a hazardous been established as determined by the City of
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY condition. Temecula inspector.
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY PROVISIONS MUST P
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 10. Desilting basins are to be constructed as grading of
17. STABILITY CALCULATIONS WITH A FACTOR WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTH (1.5) SHALL BE SUBMITTED individual grading areas are complete per rough 24• Jute netting shall be installed on all slopes Over 10'
BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN grading plan. high.
VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINNER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE 11 . The Department of Public Works reserves the right to PAVING NOTES FOR CONCRETE PAVEMENT
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE make Changes or modifications to this plan as deemed
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IN REQUIRED, THE ACTUAL necessary. AN APPROVED SOIL STABILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING.
DISTANCE ABOVE THE ADJACENT GROUND BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" 12. Information on this plan is for erosion control only. All THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE COMPLETION,
T(�P❑ S�URCEI ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN other information is Subject to change. AT BASE GRADE COMPLETION, AND DURING PLACEMENT OF CONCRETE PAVING.
ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% COMPACTION OF SUBGRADE AND BASE PRIOR TO
THE TOPO BY FIELF SURVEY, A.J. FRICK THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTERS; COMBINATIONS,
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 13. Temporary erosion protection is required for CALL FOR SECOND INSPECTION AND PLACEMENT OF CONCRETE PAVING.
WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. manufactured slopes prior to permanent planting. COMPACTION TEST OBSERVATIONS OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR
A MINIMUM OF 3 FEET. 14. Areas shall bne maintained in such a state that fire PRECEDED BY COMPACTION TESTING.
LEGAL DESCRIPTION, access shall be maintained at all times
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. (including access to neighboring properties). TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY PRIOR TO ANY PAVING
IN DISABLED PARKING AREAS OR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED
LOT 8 OF TRACT 5790, PER MB 8/31--35, O.R. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF IN DISABLED PARKING PARKING AREAS OR PATHS OF TRAVEL.
ANY CONSTRUCTION/GRADING. 15. No obstruction or disturbance of natural drainage
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS courses or existiong storm drain inlets shall occur
during the rainy season, unless adequate
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMMISSIONS DISCOVEREFD
DURING CONSTRUCTUN. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY temporary/permanent drainage facilities have been
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. approved and installed to Carry surface water to the
24, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT OR PROVIDE nearest practical street, storm drain or natural water
ANY CLEARANCES FROM THE STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE course.
PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES.
YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THOSE 16. The Developer shall Conduct his operations in such a
AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
manner that storm runoff will be contained within the
project or channeled into the storm drain system
which serves the runoff area. storm runoff from one
area shall not be allowed to divert to another runoff ONSITE ESTIMATED QUANTITIES
area.
17. Conformance with the requirements of this planshall in N Q. ITEM OF WORK QUANTITIES
no way relieve the developer from his responsibilities
to this site and adjacent properties. temporary erosion 1 CONSTRUCT CONC. SIDEWALK, STD. NO. 400 AND 401 776 S.F.
control shall consist of, but not be limited to, 2 SAWCUT PAVING AND CONC. 73 L.F.
constructing such facilities and taking such measures 3 CONSTRUCT A-6 CURB, STD. N0. 200 6 L.F.
as ,are necessary to prevent, control and abate water, 4 REMOVE PCC DRIVE LUMP SUM
mud and erosion damage to public and private 5 REMOVE PAVEMENT AND CURB AND GUTTER LUMP SUM
property as a result of the construction of this 6 REMOVE CONC. GUTTER LUMP SUM
project. 7 CONSTRUCT 8" PCC PAVING, INCL GUTTER F.L. 416 S.F.
8 CONSTRUCT PCC DRIVE APPROACH, W=20', MOD. X=3', STD. NO. 207 1 EACH
18. Slopes constructed prior to october 1 shall be treated 9 ADJUST WATER METER BOX TO GRADE 1 EACH
for erosion control prior to October 15. Slopes REGRADE SLOPES LUMP SUM
NDFRGRUUND S[RVIC[ AL[RT constructed after October 1 shall be treated for 1 REMOVE AND PLUG IRRIGATION SYSYMM LUMP SUM
erosion control as the construction of slope progresses 12 EXCAVATION 10 C.Y.
CALL. T❑LL FREE in increments of 25 feet or less measured vertically. 13 AGG BASE CL II 10.3 C.Y.
1-800
422-4133 - 005CO
TWO WORKING DAYS BUDRE YOU DIG
-- LD03
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC' BENCH MARK SCALE SEAL: A. i, FRICK, CIVIL ENGINEER RECOMMENDED BY: DATE: DRAWING NOA
`� --- --- [IFEPARTM NT F PU LIC WC]RKS
CITY TEMECULA DEPARTMENT ❑ B
CONTRACTOR HORIZONTAL 41581 JOHNSTON AVE, ACCEPTED BY:-- --- -_
__ _ ----- -DATE:
INSPECTOR HEMET, CALIF. 92544
�. C,' RONALD J. PARKS DRIVE WAY MOD. AND SIDEWALK FLAN
I DIRECTOR OF PUBLIC WORKS
DATE COMPLETED T;
<909> 9z5--so57
VERTICAL VERIZ❑N RANCHO CALIFORNIA C,O,
¢� PREFAB BY R.C.E NO. R.C.E. N0. 19744 EXPIRES 9--30-05
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10 CONSTRUCT CONC. SIDEWALK, STD. NO. 400 AND 401
!7" 1 1 � 02 SAWCUT PAVING AND CONC.
hI c 1 I 3 CONSTRUCT A-6 CURB AND GUTTER, STD. N0. 200
�'Sg� FS8 9 ,1 ;, REMOVE PCC DRIVE
� f`�` , , 5 REMOVE PAVEMENT AND CURB AND GUTTER
I ; 0 �.. X ; 6 REMOVE CONIC. GUTTER
vn ; 2 O L/) O a 1 1 7 CONSTRUCT 8" PCC PAVING, INCL GUTTER F.L.
1 ; vt�
� ; 1 8 CONSTRUCT PCC DRIVE APPROACH, W=20,, MOD. X=3 , STD. NO. 207
MATCH r!!� C) I I ; I I I 1 9 ADJUST WATER METER BOX TO GRADE
REGRADE SLOPES
1r�►P�G ]C REMOVE AND REPLACE IRR. ; ; i i ; i 1 REMOVE AND PLUG IRRIGATION SYSYEM
7 Q II
SYSTEM TO FUNCTION AS
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a- MORENO ROAD
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC' BENCH MARK SCALE SEAL. As J, F R I C K, CIVIL ENGINEER RECOMMENDED BY:_ __ _ -___DATE:__.,_ - DRAWING NO.
— CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
41581 JOHNSTON AVE. � z �
CONTRACTOR HORIZONTAL ACCEPTED BY:_,._,. __....__,. ______.___._DATE:Zy/ .-_3_
,, - H E M E T,, CALIF, 9 2 5 4 4 RONALD J. PARKS R VE WAY MO&INSPECTOR � � � � D I
AND SIDEWALK PLAN
l � DIRECTOR OF PUBLIC WORKS
(909) 925-8057
DATE -COMPLETED VERTICAL � VERIZC]N RANCHO CALIFORNIA C.D.
-- PREPARE � � 9128 R.C.E. N0. 19744 EXPIRES 9-30-05
...� R.c.E Na. 41963 MCIREND ROAD, TEMECULA SHEET 2 OF 2
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DATE