HomeMy WebLinkAboutLot 72-80 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA
WORK TO BE DONE
I . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE
X. _ Q STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED T R A C T N Q . 2 8 4 8 2 1 L Q T S 7 2 -- 8 Q BOOK").
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . BROOKHAVEN PHASE 5 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE+ GRADE* ELEVATION AND LOCATION OF CUT FILL SLOPES. �.` COURSE OF CONSTRUCTION OF THIS PROJECT+ INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR Q STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
ALONG TDP OF CUT SLOPES. or THAT THE CONTRACTOR SHALL DEFEND, INDEMNNIFY AND HOLD THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALLLIABILITY. REAL DR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT.
7RA G7n PERFORMANCE OF WORK ON THIS PROJECT+ EXCEPTION FOR LIABILITY
-
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
-
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 1 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JUNE 10, 1999. TWO SETS OF THE FINAL COMPACTION 3 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 36 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
OF THE PRELIMINARY SOILS REPORT. LV 22 38 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 Uj � ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE (L `/ 35 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ti 2 2 3 3 9 DAMAGE AFFECTIOR PROTECTNG THIS RON wOETHESE0RIN05•SHDWN HERON, AND FOR ANY
o � 1 2 c�
PERMIT FINAL INSPECTION FOR EACH LOT. 3 4 5 Q
PHONE: i 909) 694-6411 �� TEMECLLA 6 3 4 4 0
Y
A
�. w 2 0je
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SD EASEMENTLn LEGEND
SLOPES EQUAL TO OR GREATER THAN 5 3 3 4 1 -IN VERTICAL HEIGHT SHALL BE �o / 7 3
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM v �, o� / / 19 25 � TOP OF WALL _________________________________________________________________________________ TW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE �F s / TOP OF FOOTING _________________ TF
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ,., $ 3 2 4 2 _ %
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / 9 1 9 0 8 9 88 18 2 6 1
TOP OF CURB ELEVATION TC
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL+ AND OTHER DELETERIOUS CALIFORNIA � S7 .L PAD ELEVATION __________________________________________________________
-------------------- PE
MATERIAL. � 9
SIT17 27 31 43 FINISHED FLOOR ELEVATION
,y E --------------------------------------------------------------- FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
86 FINISHED GRADE ELEVATION _______________________________________________________________ FG
THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL �
RANO rte' 85 10 28 4 4 HIGH POINT .................................................................................... HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
84 16 30
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ] 83 TOP SLOPE ------_-------------------------------------------------------______________________ TS
�5 82 11 FLOW LINE --------------------------------
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TE COLA ,15 29 ___________________________________________________ FL
PERMANENT DRAINAGE STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD 8 1 45 TOP OF GRATE ELEVATION ................................................................. TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
6 7 12 GARAGE FINISH FLOOR ELEVATION GF
PROPERTIES. 46 -------------------------------------------------------
8th 68 14 EXISTING ELEVATION ------------------------------------------------,-------------------- (9V70)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VICINITY MAP 69 47 FIRE HYDRANT LOCATION ------------------------------------
----------------------------
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 13 4 8
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 7RAC-r NO 4 29-482-2 79 70 49 STREET LIGHT ............................................................................. 3::�
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 71 66 DIRECTION OF DRAINAGE FLOW __________________________________ low-
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
�� 65 50 RETAINING WALL (BY SEPARATE PERMIT) _______________________________
51
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- "� 6 4 5 2 APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE W o
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN z W z i �7 63 53 SEWER LATERAL LOCATION ___________________------_...................................... ❑
VERTICAL HEIGHT. a W =
s w p '" 54 Q WATER LATERAL AND WATER METER LOCATION ..__.__ w❑
~ LOT 6 2 5 5 a ELECTRICAL TRANSFORMER
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a� _ ______ ___ ___ __________ ___________ ______ _____
w LINE W u ww �`
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE F v 3 MIN. =c 76 5 6 �r W H
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a =c 5' MIN. W �W �� POWER LINE AND HANDHOLES _____________________________________________________________. ❑
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE m �� Cr V)� 74 57 D
��C TELEPHONE SERVICE ................................ Q
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. z 0 uj �` , 5 S
�64 vo 3' MIN. 1' oo CrP GRATE -------------------------------------------------------------------------.
U UL - ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2/, MIN 5 9 �O
_` INDEX MAP AIR VALVE.
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2�y, MAX- `_C' - - ------------- ................_._____..................
SLOPES OVER 15' IN VERTICAL HEIGHT+ IN ADDITION TO GROUND COVER+ 2x 4IIN 60 �� •- TELEVISION PLATFORM ______________________________________________________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS+ OR COMBINATION
��j � 1 -100
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES+ 20' ON MAx` GRADED 61 BACKWATER VALVE -------------------------------------------------------------------------- s
CENTER: COMB I NAT I ONS+ 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 6"MIN. LOT FG. SITE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED
PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R.
LOT FG. GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG _ - -
UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN � ^ INDICATES LOT NUMBER 3 NO. LOTS CY/LOT TOTALS
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - +�% MIN Z PE-100.0
_ FF=100.7 9 15 135 CY
. - z INDICATES PAD ELEV � PE=100.0
PE=100.0 FF=100.7
INDICATES FINISHED FLOOR ELEV FF=100.7 2 3
CURB �•�.� ? INDICATES BUILDING TYPE
�` 10' MIN PER PLAN
0
= INDICATES GARAGE FLOOR ELEV GF=100. GF=100.0 GF-100,0
FS i
PER PLAN 12.0%
FS MAX L _-= = -
`: : :.:J _j
J
ER PLAN r - a
10' MIN (TYP) o 4 Lu
_AWI)V. FG � c.i a
_ 5 MIN. 3 MIN.- 1/, �, PER PLAN (n RIGHT OF WAY
DIG ALERT FG DEEPENED FOOTING
PER PLAN AS REQUIRED.
TM - CURB & GUTTER
CD
CALL TYPICAL LOT GRADING DETAIL
BEFORE LD 01-034 GR
NOT TO SCALE Rac
IENGINEEFJ%
UMPANY
YOU DIG! K
100-227-2b04
UNDERGROUND SERVICE ALERT
Ca M at least 2 working days prior to excavating. 71A
Sm nkW ldvadde OnEw � Tulown
1223 Uniwsrsky Ave.,Ste.240•thur",CA !2607- 418•")IM4M•FAX (lOSJ762472.1•www.rldmogmm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL. :SSI Designed by Drawn by Checked by
q� RECOMMENDED BY: DATE: 3 /� � Drawing No.
COUNTY OF RIVERSIDE B.M.T-29-81 M% EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2-1/2'BRASS DISK IN CONCRETE CYLINDER, � ��►��
Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizonte I Plans Prepared Under Supervision Of
OF RANCHO CALIFORNIA RD.WITH MARGARITA RD. 1.0EAST OFA 7.0C.L.FENCE,40 1 No.46804 ACCEPTED BY: u
-ti 100 Ex .6-30-03 DATE. � �� �
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH p Date a RONALD J. PARKS PRECISE GRADING PLANS
OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical DWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0 2 8 4 8 2- 1 L 0 T S 7 2-8 O
RD. SET FIBERGLASS WITNESS POST 1.0' ' CIVIL �xr
Date Cmp lt'd WEST OF MONUMENT. C,�W R.C.E. No. 46804 6-30-03 B R 0 0 K H A V E N PHASE 5
ELEVATIONS 1128.410 (ADJ.9-13-80 N/A Expires R.C.E. No. 19744 Expires 9-30-01 1"' Sheet of 2
A
G:\d_13212\212pgd138.dun
PLOT DATE: 12-MAR-2001 JN 13212
EXIST R-WALL
TRACT NO , 28482-2 EXIST R-WALL
60 61 '
EXIST R-WALL PE=1209.9 PE=1212.3
PE=120 7.6
EXIST R-WALL
7 PE=1205.2
PE=1202.T
1 I 1 PE=1200.3 1111111111111111111111 111 31
l '
515 111111111111111110 Nowell
PE=1198.3 1.56' ^'
` 1.44' v
1 I I EXIST 2:1 SLOPE7FO203.4 203.1 203.4
` 1 5.96 202.4 co 202 FG _ �1 ` _
HP FG
1 202.4 -W- -� FG c" FG
` 200.6 202.1 FG - _ _ _ o�
�2 1 64 200.4 / 200.6 FG cr r� i.
'�• 60. ,u FG � N FG _ _ HP 202.3 C" o)
1 62.06' 199.6 X00_4 200.1 A FG , - HP I 202.8
1 FG FG -� � � _ _ _ � FL
r , � H� - - � 1200.3 i 202.01 202.8 �
FG ' , FL 79 202.0 , 80 FL
199.8 HP 1 201.8 201.8 .0' PE=1202.6 FL PE=1203.4
F 199.8 200.0 1 1 FL 78 FL 1 FF=1203.3 FF=1204.1
r r - 1 , PE=1202.4 5.0' 2CR 6.2 1A 81
r r r FL � , 200.0 FL FF=1203.1 1 202.4 �=1203.4
r \ \ 7 6 5.1 FL 77 3A � FL 5 PE=1203.6
r
1- r 199.3 - \ PE=1200.4 PE=1200.6 1 1 202 4 /
r r r HP - - � FF=1201.1 FF=1201.3 1 1 . GF=1202.6 i FL
1 - _ 2C IBR 1 201.6 2015 1 IL
1 _ - - GF=1200.6 1 1 GF=1202.4 1 5.3
r ` GF=1200.4 1 199.5 1 1 201.3 2014 1 FL FL � •�' cy
53 ` ` 199.0
- 199.0 \ 5.1 199.4 1 1 199.6 FLFL FL 1 �o .�•' o
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04 R.A 0 T N 402 2
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\ •� :;,• \ \� ;r \ rap 1198.57 TC I
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PE-1202.0 5.5 -1202.2
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1 FL 2AR FL 1 FL 3C FL
74 71
�� • �\ ��� PE=1200.5199.8" g, _ EXIST R-WALL PE=1204.7
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'per \ A\- 3CR "' -
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x i HP cy;
HP o
1'�' •� \ �► _ 202.0 202.0 4b o"
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,'\• .tea• � '�,9 • - >>•
TM
CALL CAUTION:
LD 0 1-034 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTINGRICK DqGR*Q���
1404-227-2600 UNDERGROUND FACILITIES IS SCALE: 1'= 20'
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 7M Sm � �� � ih�
a. o, Tucwn
Ca N at Nast 2 working days prior to excavating. VERIFY INFIELD. 1223 University Ave.,SO&240•Ri.sl CA 82607-3418•(M)M-07W-FAX (911)) -OM-.rww.eidae�.ca.
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ts/ Designed by Drawn by Checked by 4 Drawing No.
CONSTRUCTION RECORD SCALE RECOMMENDED BY: DATE: 1� CITYOF TEMECULA DEPARTMENT OF PUBLIC WORK$��� EH/EMR EH EMR
Horizontal �� �! Plans Prepared Under Supervision Of
Contractor � No. 46804 � � 3 ,�v
� W - - Z ACCEPTED BY: DATE: _ PRECISE GRADING PLANS
Inspector SEE SHEET NO. 1 Exp.6 30 03 Date RONALD J. PARKS Vertica I MICHl RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2 LOTS 72-80
Date Cmp It d
`'�� �'�" -EDWARD�' 46804 6-30-03 BROOKHAVEN PHASE 5 �
N/A AF �,�„�F R.C.E. No. Expires 19744 Expires 9-30-01 1"' Sheet 2 of 2
R.C.E. No.
A
G:\d-13212\212PGD 139.dgn PLOT DATE: 12-MAR-2001 A 13212