HomeMy WebLinkAboutTract Map 3552 Lot 88 Precise Grading GRADING GENERAL NOTES
1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (LE., STOCKPILING, �� SITE ADDRESS = fl M
LAND CLEARING,EROSION & SEDIMENT CONTROL,
ETC.) SHALL BE PERFORMED IN ACCORDANCEkaJ9PREf 0 RADINf PLAN 30030 CABRILLO AVE
WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND 3
CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE TEMECULA, CA 92562 ,.
CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES ® :R
CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) SOILS ENGINEERS
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO EARTH STRATA GEOTECHNICAL
COMMENCEMENT OF ANY WORK ON THE SITE. EROSION CONTROL NOTES SERVICES, INC WINDSOR CREST
42184 REMINGTON AVENUE,
3. NOTIFICATIONS. PUBLIC WORKS INSPECTION SHALL BE NOTIFIED VIA EMAIL AT TEMECULA, CA 92590
1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A 7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED TEL:
LDINSPECTIONSCWTEMECULACA.GOV AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY (951 )461-4028
SITE OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S CONSTRUCTION EMAIL: GADALLA@EARTH-STRATA.COM
CONSTRUCTION jGRADING OPERATIONS. (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE-LINED V-DITCHES, STORM BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE
4. SOILS. ALL CONSTRUCTION GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH DRAINS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PUBLIC. SIGNAGE INDICATING "PONDED WATER - DO NOT ENTER," SITE
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY EARTH STRATA PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. LEGAL DESCRIPTION
GEOSAID REPORT
SERVICES, INC DATED MARCH 1, 2018, 2. BEST MANAGEMENT PRACTICES (BMP'S). YEAR-ROUND, POLLUTION PREVENTION 8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS LOT 88 MB 056/063
SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, TR 3552 N
5. CUT/FILL. PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL APN#922-140-003-5
a. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1, UNLESS OTHERWISE APPROVED BY THE WWW.CABMPHANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER
CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND TOPOGRAPHIC SOURCE
RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE
SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH THROUGHOUT THE DURATION OF HE PROJECT FOR ALL CLEARING, DISKING, GRADING, STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE GOOGLE EARTH PRO 2018
SURFACE.
b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN.
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE
IF THE SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 9, CONSTRUCTION WASTE. CONSTRUCTION WASTE AND
KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE a. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS.
QUANTITIES OUT SH EARTHWORK
W LOWED SHALL NOT BE ALLOWED. WASH-OUT ENGINEER. VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR WIRE MESH RECEPTACLES 'et THOMAS BROS. 979 GRID: Al
C. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO TOWNSHIP: T8SR2W SEC 7 RHO
TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND RAW CUT- 2,000 C.Y.
LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. RAW FILL- 2,000 C,Y. VICiN MAP
SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. PRIOR TO ANY FORECAST RAIN, BINS AND WASH-OUTS SHALL BE
d. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 3. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, COVERED WITH LIDS OR PLASTIC TARPS. N.T.8
ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT QUANTITIES ARE ESTIMATES ONLY AND CONTRACTOR
CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL IS TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION LEGEND
PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT 10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE
6. DRAINAGE. CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS SYMBOLS _ DESCRIPTON
INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES AREA OF DISTURBANCE
a. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS THEIR PLACE.
OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN a. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE TOTAL AREA = 3.53 AC - PROPERTY LINE
OF CERTIFICATE OF OCCUPANCY.
VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED SHALL B 100E SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE DISTURBED AREA= (25,000 S.F) 0.57 AC
AWAY FROM THE TOP OF SLOPES. BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), TOTAL IMPERVIOUS AREA= 9,980 S.F (0.23 AC) �� PROPOSED SLOPE
ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS, POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS OR OTHER 11. PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE LENGTH OF DRIVEWAY = 300 L.F 3
b. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO MEASURES APPROVED BY THE: CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL-BAGS PLACED ON
OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4: 1, PROVIDE FIBER ROLLS THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 1950 PROPOSED ELEV.
C. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO R RATE OF 3500 LB/ACRE OR
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY 12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- (1940) EXISTING ELEV.
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4: 1. AND BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB SOILS ENGINEER CERTIFICATE STATEMENT.
CONSTRUCTION/GRADING OPERATIONS. b. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK -- E - E DRAINAGE FLOW
d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS GAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. (FILLED WITH MINIMUM 3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION ETC. I, STEPHEN M. POOLE OF EARTH STRATA GEOTECHNICAL SERVICES,
FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, o--0- RANCH WOOD FENCE
e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR INC, A REGISTERED CIVIL ENGINEER, PRINCIPALLY DOING BUSINESS
WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES IN GEOTECHNICAL ENGINEERING AND/OR APPLIED SOIL MECHANICS,
OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED YEAR-ROUND. HEREBY CERTIFY THAT A SAPLING AND STUDY OF THE SOIL CONSTRUCT 3" AC OVER 4"
f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME AND CLASS li BASE C'3 MIN 95%
ONE-HALF PERCENT (0.5%). BACK OF CURBS. 13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL UNDER MY DIRECTION AND THE PROPOSED RESIDENTIAL BUILDING DRIVEWAY COMPACTION
STRUCTURE WILL NOT BE ADVERSELY IMPACTED BY LIQUEFACTION
7, PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE 4. STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, (SEISMIC HAZARD). THESE GRADING PLANS HAVE BEEN REVIEWED
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY MY OR UNDER MY DIRECTION AND CONFORM TO THE F.L. FLOW LINE
THE CITY ENGINEER. BY THES CITY ENGINEER. RECOMMENDATIONS MADE IN OUR GEOTECHNICAL ENGINEERING H.P. HIGH POINT
CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDiD) NUMBER, A INVESTIGATION REPORT ENTITLED "MARTIN RESIDENCE" DATED E.G. FINISH GRADE
RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM WATER POLLUTION 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR MARCH 1, 2a18.
8. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE TO THE BEST OF MY KNOWLEDGE, THE REFERENCED REPORT F.S. FINISH SURFACE
REQUESTED VIA EMAIL TO THE PUBLIC WORKS DEPARTMENT AT PREVENTION PLAN (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO "GENERAL," "GRADING" AND "PAVING" REQUIREMENTS. REPRESENTS THE MOST CURRENT AND COMPLETE INFORMATION F.F, FINISH FLOOR
REQUESTED
VI Ca�TEM IL TO HE P PLEASE INCLUDE YOUR PERMIT IN THE SUBJECT LINE ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE RELATIVE TO THE PROPOSED GRADING OF THE SITE. IT IS THE P.E. PAD ELEVATION
{ # ) DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE PROFESSIONAL OPINION OF EARTH STRATA GEOTECHNICAL
SUBMIT THE FOLLOWING: INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. SERVICES, INC. THAT THE CONCLUSIONS AND RECOMMENDATIONS
a. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: ENGINEERS NOTES. RENDERED IN OUR REPORT ARE APPROPRIATE AND APPLICABLE TO FIRE DEPT. NOTES
THIS PROJECT AND THEY ARE IN SUBSTANTIAL CONFORMANCE WITH
STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN.
WWW.WATERBOARDS.CA.GOV/WATER ISSUES/PROGRAMS/STORMWATER/CONSTRUCTION. ALL APPLICABLE CODE, ORDINANCE, AND STANDARDS OF PRACTICE 100 FEET AROUND ALL STRUCTURES: VEGETATION
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. ALL INFORMATION ASSOCIATED WITH BUILDINGS (INCLUDING SETBACKS AND FOR THE PROJECT PROPOSED. Fopsssro
b. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) 5. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL OF THIS GRADING woo o4c�F�4 SHALL BE MAINTAINED PER RC. ORD. 787.7
TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY PLANS DO NOT INCLUDE ANY PROVISIONS ASSOCIATED WITH BUILDINGS. e',
No.692 g a DRIVEWAY SURFACES AREA AS NOTED
PRELIMINARY SOILS REPORT. GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN ARE DESIGNED TO SUSTAIN THE 40,000 LBS
AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS NOTE: DRIVEWAY SLOPE NOT TO EXCEED 15% GRADE
9. FINAL INSPECTION PRIOR TO OCCUPANCY, REFER TO THE CITYS ENGINEERING AND DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. NOTE:
t qr °TecrN` e�
CONSTRUCTION MANUAL, THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY Fox cp,0F DRIVEWAYS MUST BE ALL WEATHER SURFACE ROAD
92
6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED sT HEN IG ATURE, GE N0.SOILS
DATE
10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT CHANGES TO THE APPROVED GRADING PLAN ISSUED BY
NAME & SIGNATURE OF THE SOILS ENGINEER STAMP DATE
THE CITY OR COUNTY. ANY CHANGES TO THE CITY AND OR NOTE: PROPOSED HOUSE TO BE FITTED WITH
LIMITED TO, INSTALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE COUNTY APPROVED GRADING PLAN WOULD BE SOLELY THE SHEET INDEX RESIDENTIAL FIRE SPRINKLERS.
COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO RESPONSIBILITY OF THE OWNER OR GENERAL CONTRACTOR SHEET 1 TITLE SHEET
INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE AND MUST BE IN COMPLIANCE WITH ALL FEDERAL, STATE,
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS AND LOCAL ORDINANCES. SSHEET 2 PRECISE HEET 3 EROSION GRADING PLAN
NT CONTROL PLAN
SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE, CONTROLLED STREET
11. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR 'PAVING," WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS,
"GENERAL"AND 'EROSION AND SEDIMENT CONTROL"REQUIREMENTS. AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. CONSTRUCTION NOTES
ITEM DESCRIPTION QUANTITY UNIT
BENCHMARK 1 CONSTRUCT 4" ASPHALT PAVEMENT 186 TON 24 -HOUR CONTACT
RIVERSIDE COUNTY DESIGNATION 600-6-81 RESET 2 CONSTRUCT 5'X5' NO.2 BACKING RIPRAP PER DETAILS HEREON 6 CY JOHN CARTER
ENGINEERS NOTE: OWNER APPLICANT: PLANS PREPARED BY: NEAREST TOWN: TEMECULA, COUNTY OF RIVERSIDE 3 INSTALL 6" PVC DRAIN PIPE @ MIN 0.1% SLOPE 587 LF CELL: (951)204-0388
j (951)678-1012
,use`s DISTANCE AND DIRECTION FROM NEAREST TOWN: 1 4 INSTALL SILT FENCE PER DETAIL HEREON 430 LF
Underground Service Alert `�
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN ROLAND MARTIN = MILE SOUTHERLY RIVERSIDE COUNTY BENCH MARK 5 INSTALL FIBER ROLLS PER DETAIL HEREON 555 LF
AND ACCEPTABILITY OF THE WORK HERE IN THE 30030 CABRILLO AVE Majestic Design 3D ", CHARACTER OF MARK: 3-1 /4" ALUM.DISK 6 INSTALL CONCRETE WASTE MANAGEMENT AREA PER CALTRANS WM-8 1 EA
Calk TOLL FREE EVENT OF DISCREPANCIES ARISING AFTER �$OUNTY TEMECULA, CA 92592 p,O.Box223 � STAMPED 600-6-81 RESET 1999
APPROVAL OR DURING CONSTRUCTION T RIVATE TEL: (s5t}693-5331 7 INSTALL 2-BAGS HIGH GRAVEL BAGS PER DETAIL HEREON 1000 EA
ENGINEER SHALL BE RESPONSIBLE F01� DE 1�iMINING Temecula CA. 92593 ESTABLISHED BY RIVERSIDE COUNTY SURVEY
-800 AN ACCEPTABLE SOLUTION AND REVISING E PLANS CELL: (310)503-4398 8 CONSTRUCT 4" CLASS 11 BASE @ MIN 95% RELATIVE COMPACTION 95 CY
227-2600 FOR APPROVAL BY THE COUNTY. EMAIL:ROLANDP2®VERISON.NET Tel. (951)595-3839 DATE JULY, 1999
Majestiedesign3D@Gmail.com ��S�I� 9 INSTALL 12"X12" GRATE INLET PER DETAILS HEREON 17 EA LLD18
ec��DATE: 7 2-99 ELEV. 996.809 10 PROVIDE DRAINAGE INLET PROTECTION PER CALTRANS SC-10 17 EA '� .� J
TWO WORKING DAYS BEFORE YOU DIG p
BY REVISIONS DATE ACC'D BENCHMARK N C N M A R K SEAL: DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
CONSTRUCTION RECORD DATE SCALE eUouRss �F P AP RJ RECOMMENDEDATRICKA.
A�C:IJATE:_i Q, CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 1
CONTRACTOR MIZ B 9-a-VISGO 17AO WCAT104 ID 31 HORIZONTAL ��°�y y�i�� PLANS PREPARED UNDER THE SUPERVISION OF SHEET;
INSPECTOR AS SHOWN N / A c69263 ACCEPTED BY: DATE: 3/� TITLE SHEET
PASE p 0&130l2330030 CABRILLO AVE OF: 3
DATE COMPLETED VERTICAL 9TF crvt� °�� MOKSUDUR RAHMAN DATE y DIRECTOR OF PUBLIC WORKS/CITY ENGINEER "
° � RCE 69263 R.G.E. 44223 p a LOT 88 T.R. 3552
N / R as.„E«
NOTE:
NOTE
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FOR
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\WibE EASEMENT 2
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FINISHED
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SEE GEOTECHNICAL REPORT ST.
`EXISTING ACPAVED r. AREA GROUND
"EXEA
TINGI ING,,
/. /.& 49.80 2.80 TC FAULT EXIST. DRAIN SECTION "13-113" DRAIN
FARE YDRANY, TURNAROUND TO REMAIN 1, 50.60 INV
CO VERTIGAL-CURVE A
L/LP _NSTRUCT GROUND
6" MIN SCALE- 1"=40'
L��21,25% R=14,00 EX. MINI GOLF 'THE GRADE BREAKS PER-CrFY STD
------ 12"MIN
('70 �A=8657'�577 \ COURSE (1050.29) 411, -CONSTRUCTION NOTE:
PRE-GRADING/PRE
�C A i&LANDSCAPING BERM
TO REMAIN
F.&
5'X5' NO.-2 BACKING( 2
A PRE—GRADING PRE—CONSTRUCTION MEETING AND SITE INSPECTION
C MPACTED FILL
RIPRAP PER DETAILS HEREON SHALL BE ARRANGED FOR BY THE SITE DEVELOPER PRIOR TO
7, 79, COMMENCING GRADING OPERATIONS.THOSE PARTIES REQUIRED TO
EXISTINGAC PROJECTED PLANE 1 TO 1
�0050) PAVED
AC ATTEND THE PRE—CONSTRUCTION MEETING SHALL INCLUDE BUT ARE
4 DRIVEWAY TO BE REMOVED MAX FROM TOE OF SLOPE
AND REPLACED WITH 20 FT
TO APPROVED GROUND NOT LIMITED TO THE DEVELOPER, PROJECT SUPERINTENDENT, ENGINEER
WIDEAC PAVED REMOVE UNSUITABLE OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND UNDERGROUND
EXISTING WOOD
UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING
11,9 FENCE TO REMAIN MATERIAL
AND SAFETY SHALL BE THE GRADING PLAN CHECKER AND/OR GRADING
OUWD
NEW AC PAVEMENT INSPECTOR. THE FOCUS OF THE PRE—CONSTRUCTION MEETING SHALL
E TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE
BENCH HT. B
EXISTING DRAINAGE CM
GRADING PROJECT AND TO PROVIDE AN APPROXIMATE TIMETABLE FOR
PIPE AND CROSSINGBENCH
(TYP.) THE COMPLETION OF THE ROUGH GRADING. ARRANGE FOR A
115' MIN. OR H/21
2' MIN. PRE—GRADING/PRE—CONSTRUCTION MEETING BY CALLING THE DISTRICT
EXISTING WOOD GATE TO KEY DEPTH LOWEST BENCH I L
OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING
REPLACE WITH A WFT (KEY)
WIDE WOOD GATE INSPECTIONS.
KEYING / BENCHING DETAIL
NOT TO SCALE NOTE
CONSTRUCTION NOTES NO WORK SHALL COMMENCE WITHIN
ITEM DESCRIPTION QUANTITY UNIT THE ROAD RIGHT OF WAY WITHOUT
Underground Service Alert PLANS PREPARED BY: ISSUANCE OF ENCROACHMENT
GRAPHIC SCALE T 4" ASPHALT 186 TON
(1) CONSTRUCT PAVEMENT PERMIT BY DEPARTMENT OF PUBLIC
Calk TOLL. FREE 40 0 20 40 80 120 2 CONSTRUCT 5'X5' N0.2 BACKING RIPRAP PER DETAILS HEREON 6 CY WORKS.
Majestic Design 3D 1 1 3 -INSTALL 6" PVC DRAIN PIPE @ MIN 0.1% SLOPE 587 LF
A 8 CONSTRUCT 4" CLASS 11 BASE @ MIN 95% RELATIVE COMPACTION 95 CY
1-800
P.O.Box223
227-2600 Temecula,CA. 92593 IN FEET 9 INSTALL 12"X12" GRATE INLET PER DETAILS HEREON 17 EA
(9 Tel. (951)595-3839 MAJESTIC I inch = 40 ft.
TWO WORKING DAYS BEFORE YOU DI Majestiedesign3D@Gmail.com V ALD10`1 - 14633
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SEAL: DESIGNED BY DRAWN BY CHECKED By DRAWING NO.
SCALE ??,0FESS10
CONTRACTOR miz & RVISFE0 PAO LOCA110" ION gm HORIZONTAL AP AP RJ RECOMMENDED Y: ChLUD DATE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET: 2
PLANS PREPARED UNDER THE SUPERVISION OF
INSPECTOR C692 3 ACCEPTED BY: DATE: PRECISE GRADING PLAN
SEE SHEET 1 AS SHOWN PATRICK A. T�OMAS
In Exp. 0 0 T
DATE COMPLETED VERTICAL MOKSLIDUR RAHMAN DATE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER . 30030 CABRILLO AVE OF: 3
RCE 69263 R.C.E. 44223 0 3552
, 1i -
N/A
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NOTES:
Z�_ 89RR )wSI TL Note:
"
Install fiber roll
70 _V
along a level contour.
1 GRAVEL BAGS ARE REQUIRED IN AREAS WHICH ARE
�0\ (0 1 \ Z& , `\, , 1, 1
OD \ I �� \ -
PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION . _V
_V� � '% , o _ �� �° A _V rolls �v r-c-
011), J I
2. REQUIREMENTS FOR AND SPACING OF VELOCITY Fiber
IV
1065 REDUCERS FOR STREETS WITH GRADES OF LESS THAN 7 _V
5
4% SHALL BE AS SHOWN ON THE EROSION CONTROL
PLAN .
FR
PROVIDE CONTROLS AROUND ENTIRE DISTURBED AREAS Install a fiber roll near
SLOPE TO REDUCE OFF— SITE slope where it transitions
INCLUDING TOP OF CUT
J into a steeper slope
RUN — ON .
41 N
C,
"4
Rop TYPICAL FIBER ROLL INSTALLATION
/7 F�F. r70USc_ PROP. GARAGE
P 105
110 F.F.= 1054.17
UO3,50 P.E.= 1053.50
Fiber roll
" min
`,O!P.:
17
V - FILTER FABRIC
zx
M
V
77
J ; f/ 3//44" x
h E
3
wood stakes
max 4.0'
7 4 spacing
4
L3F:21,25', R=14,06'0
060 A W57'!�7 '1Z ENTRENCHMENT DETAIL
NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC N.T.S.
V DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS
(AS RECOMMENDED BY THE FABRIC MANUFACTURER)
.79,
` 0050) 1, SET POSTS AND EXCAVATE 2. STAPLE THE FILTER
A 6 INCH BY 6 INCH FABRIC TO THE FENCE.
TRENCH UPSLOPE FROM AND
L=200' MAX.
77�
ALONG THE LINE OF POSTS.
6'
MAX X.
2' MIN.
Z 'Y,�N6O IRI
O
LEGEND :
3' MAX.
J?
PROPERTY LINE VEHICLE ACCESS
12'
- (1105)— EXISTING CONTOUR WM DIRECTION
PROPOSED SLOPE
x 0 STREET FLOW
a-,
FS FINISH SURFACE Lu
X VEHICLE ACCESS 8'
FL FLOWLINE
FF FINISHED FLOOR 3. EXTEND THE FILTER FABRIC 4. BACKFILL AND COMPACT
DIRECTION OF FLOW INTO THE 6" x 6" TRENCH, THE EXCAVATED SOIL.
HP HIGH POINT 0 GRAVEL BAG VELOCITY REDUCER51 LIT111- FIENCE, DETAIL
c=x=9=<Dc=0 GRAVEL BAG NOT TO SCALE
GRAPHIC SCALE 9EQIPN-A-A
0-----a— SILT FENCE < 4% 8' 200' MAX. 1 BAG
40 0 20 40 80 120 4% TO 9% 8- 200' MAX. 1 BAG
> 9% 81 200' MAX. 2 BAGS
—FR—FR— FIBER ROLL CONSTRUCTION NOTES
Underground Service Alert PLANS PREPARED BY: IN FEET )
I inch 40 ft ITEM DESCRIPTION QUANTITY UNIT
Call: TOLL FREE
INSTALL SILT FENCE PER DETAIL HEREON 430 LF
Majestic Design 3D
1 -800 (5) INSTALL FIBER ROLLS PER DETAIL HEREON 555 LF
P.C.Box 223 __T_ INSTALL CONCRETE WASTE MANAGEMENT AREA PER CALTRANS WM-8 1 EA
227-2600 Temecula,CA. 92593 C7) INSTALL 2—BAGS HIGH GRAVEL BAGS PER DETAIL HEREON 1000 EA
Tel. (951)595-3839 MAJESTIC ZUD18 - 1463
TWO WORKING DAYS BEFORE YOU DIG Majesticdesign3D@Gmail.com (TO) I PROVIDE DRAINAGE INLET PROTECTION PER CALTRANS SC-10 17 EA
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SEAL- DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALE Q?,OFESSIOAI. AP AP RJ PILAW DATE: 14h% CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS
CONTRACTOR MR. A P.*VISEO PI&O LAXA'nQ&J 94\ \�DUR R4 RECOMMENDED SHEETA-
HORIZONTAL
PLANS PREPARED UNDER THE SUPERVISION OF
SEE SHEET 1 C69263 ACCEPTED BY:, DATE: EROSION AND SEDIMENT CONTROL PLAN
INSPECTOR AS SHOWN 4
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 9 30030 CABRILLO AVE OF:
DATE COMPLETED VERTICAL MOKSUDUR RAHMAN DATE
RCE 69263 R.C.E. 44223 Z LOT 88 T.R. 3552
N/A