HomeMy WebLinkAboutLot 60-72 - PreciseGrading F
LEGEND
PROJECT SITE
TOP OF CURB 0000.00 B (exp tdT�z�
T.C.
FLOW LINE F.L.
XB ' TRACT NO , 24133 - F�
HIGH POINT H.P. Rl
FINISHED GRADE F.G. »TIP. firm
PRECISE GRADING PLAN
11-5- 5C,
FINISHED SURFACE F.S. A IN A y C MIN MIN C D MIND
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 z i YU R�III
X IS: PAiIM
FINISHED FLOOR FF 0000.0 In
WATER SERVICE W b
SEWER SERVICE S ti N '
dA
AIR RELEASE VALVE
FIRE HYDRANT ` y TYPICAL SIDE YARD DRAINAGE
�'' Pm Ptti1
DRIVEWAY �E DISTANCE FROM FRONT PROPERTY CORNER 10 THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
STREET LIGHT o-�
SLOPE II 1 12' MIN. P/L 8' MIN. BLDG. PAD ' IMI 19
ABOVE PAD 5' MIN. 3' MIN. ELEV. � TD SAIr )1EID
EXTRA DEPTH FOOTING SM s
INDICATES AMOUNT OF -COMPACTED « '- • VICINITY MAP
MIN.
EXTRA DEPTH FOOTING OXBERM ,.
� Pv s
\j6.'. " • NOT TO SCALE
ACCESS RAMP ,• , ' o
2' MIN. « so „ cr
LOT NUMBER a24
MAX. 2% MIN. » �� a GRADING NOTES
2% MIN. SECTION A _ 21% MAX, cam - 1: 3" a
INDICATES MODEL 11 « a ,. �
FOR SIDE YARD SLOPES GREAT7R « « ,. 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGH « " « Is ' s AS AMENDED BY ORDINANCE 457.
B «
Is « .Z► a '• 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. « 0� « DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
INVWT rim-1W, ^moo 17 " CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
WATER BLOW-OFF � CWUTl'C rLOW LINE a " a
ROUND OFF TOP FOKI « 1• » / 3. MAXIMUM CUT OR FILL SLOPES = 211,
�' SIDEw,�LI� 4' IK*TALL 3" FLoUNP f « a o •� 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
W
P/L TE ~ n FILL SLOPES OVER 5' HIGH.
5 Up 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
2'�• g SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
°! a PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
w OVER 1' DEEP.
3"AP.SS. �SDiz -'S3) �
SECTI❑N B - B !V� PY.G• ("CH 40) (.At-T. OFL 3 �,�,IM L-6 , - »
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
3"P•F3�i. SDR- 3S) » ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
iNv. ELEV. = vuTTralZ �rx3, x3" TEE .. 40GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER SLOW WNE7t o. l4' M / ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT Gu'zg �`'ZTFR " GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
Culza OUTOR
L_E"T 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STM FLOWS, ALONG
P/L 2 3 CONNECT tow DETAIL. TOP OF CUT SLOPES.
6' MIN. 5 MIN. 5 MIN. 6' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN. 1' 1' 3' MIN. ONE FOOT.
MUDSILL MIN. MIN. MUDSILL
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
71 THE PRELIMINARY SOILS INVESTIGATION BY,
%- INDEX MAP C°"� CONSULTANTS
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THF
12' MIN. __T 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
35' 34' SCALEI 1' = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
� 2% MIN. 211 MAX. 6 TYP. 2% MIN.
ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SECTION C - C 00 LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
PE 0000.0 PE 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
PE 0000.0 FF 0000.0 FF 0000.0 EACHLOT.
FF 0000.0 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L o _ 00 _ 00 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
'r' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3' MIN. 1' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
B
MUDSILL MIN. 6' MIN. 701 702 703 THE APPROVAL OF FINAL INSPECTION.
A 12. DUST SHALL BE CONTROLLED BY WATER
A N R
WATERING 0 OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 211 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
1 LOT GRADING (13 LOTS x 15 C.Y./LOT) 195 C.Y. 15. EROSION CONTROLI ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALES 1' = 20' 2 INSTALL. 3" PV.G. t71ZA1N LINE 3tlo L.F 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
PLAN-INSTALL. 3" P.V.G_ ROUND GRATE ^Me^ PPI-AIr`I 5 EA- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
Oq ujR-� corzE r ISI (F-mQultr=s c_(rf re"-m r) S EA. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER 10.R.
Robert Be2n, William Frost & ASS etiates MWY IF Vv= IR Ia T-29-A1 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
0
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 6 SURVE ORS 1112' RIM 1M N 0)C Q'LM UDM F0 Tf MT RTM IF FM 9. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNI 92590 AMD RAM00 MFMD MK 12 RB RIS ON WN U4L130 Rat 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 ID TIE XT RWO OF RANO GLff M ROAD AM M WMRITA " TW KY, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
OM RF 11E NT RSTCTIDI 1' E RF A T 01A M Rn V x 16' RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AMMO 2 CIF,GAS VALVM M'R IF PP.00) W K OF RE SDE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RWE GLFM0 ROM,F R O 00 POST 01' Y.OF MOMWff. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG AU 1A111 " -U'1M40
LD45- 050&R
CONSTRUCTION RECORD DATE BY REVISIONS D�a-rE ACC'D SCALE `Q�tLA. llF Desl ned B Drawn B Checked B RECOMMENDED B DATE, s'3-K Drawln No.
� I REVr-,ED sIVEYA� sE r�Acl� _ ,��c. �Q� l_ 'LG, JoHN Le SAGE DE ASA❑ John LeSaa� CITY ❑ TEMECULA DEPARTMENT ❑F PUBLIC WORKS
Contractor ^NO DRAINAGE SWALES LOTS OWNER/DEVELOP R Fforizontol � '�j _
V y = Plan Prep d U r The Supervision Of
coo, (08 A -72 . f:l . Z r' ACCEPTED BY, DATE, S�?�gs
MESA HOMES AS SHOWN RCE 43090 TRACT NO, 24133-F
Inspector 27555 YNEZ ROAD, SU TE 200 * UP.3131 196 * Ml F1A A TY AhJ R A. CASEY Date � ZS S PRINCIPAL
INCIPALR, FOR Y ENGINEER
Date Completed �
TEMECULA, CA 92591 Vertical CNS-
PRECISE GRADING PLANS
�� ��Q'
(909) 676-7290 N/A 9�OF CAL�F� R.C.E. No. Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 60 - 72 1
Sheet 46 of 2
DRAWING 1 TITLESHT J.N. 400716
ore IJ
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70.4 70 4 67 FG 5 PE 1169,7 I I FF 1169.6 I .2 rnnl-
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PE 1170.4 FF 1170.9 p v0- T 1 -3 Tv PE 1169.0
FF 1171.1 .�T.�- - l 3 3 72
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701 'L �a1.9% FG G .� C v8.13 (s--Z
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702 X9.4 0 � �.H( ' GF 1169.9 GF 1169.5 7 68.5 5GF 1168.4 2 (,'7.S
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• .�,��mai Q OJ ry ,�cO �• C2 68.7 69.i�b I _FG b p s 3
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70 .2
G9.2 �1•(o o .3
F�.IL7 (o9.s Fl„�b.b 69.6 (06.� A PE 1168.7 fc..
FL., .g. FG F.�.,t�.!>. PE 1169.1
70.0 .2 .1 FF 1169,4 PE 1167,8
70.2 69.7 FF 1169.8 5
5' FG FG GF 1170.1 & .z 5' IM. 68 7 FF 1168.5 14
3 I .
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7 •' 60
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701 FI..,H.F g F�. FG8
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- PE 1169.7 II`8�4 30
SCALE 1 20' .2 A FF 1170.4 s FG oN) ,H
64 6+ II�b b �tx (;Y.
F& - 69.7 F(..,H•P t1�� os Fes. 8 X30'
µbfl.�s hlu 69.7 F0. cv , N-r 2p•
PE 1170.2 FG - - ncO `
PE 1169.9 FG I% 37 ?8' ori /V7 � ...
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FF 1170.9 1 FF 1170.6 6 '
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70.2
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11(.9.9 _'' as ,gi o r� iv
F_LM P N
b• LOT 59
F 45.00 F 45.00 f 45.97' PE - 1164.4 (�
16
NOTE
OPEN SPACE LOT 61 GARAGE IS G" LOWER
THAN NORMAL.
LOT 58
Underground Service Alert BENCH MARK
0
CALL TOLL FREE
1-800-422-4133 SEE SHEET NO. 1
TWO WORKING DAYS BEFORE YOU D I G L_l?9 S - 050&1Z_
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D OWNER/DEVELOP DESIGNED BY DRAWN BY CHECKED BY
pfESSlp DrawingNo.
I RE v�s�o Sit7E`(ARD SET�AiGILS SCALE v ��' 'ewe Jo�N LeSAGE ADSL S S. CASAO JOHN LeSAGE RECOMMENDED BY: DATE: 5 3_'JS CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS
MESA HOMES HORIZONTAL .''!�`�E` A Ij�` �s P I a P e ared Under The Super v I s i on f /
Contractor 's o�I�A svv�a►�ES LOT 27555 YNEZ ROAD ACCEPTED BY. ATE. s��/ 7s
°' �8 �� `� SUITE 200, TEMECULA - _ ' TRACT NO 24133-F
� No.43090 s PRINCIPAL ENGINEER, FOR ITY ENGINEER •
Inspector CA 92591 1 20 UP. 3/31-4d Date:
TEL. NO. (909) 676-7290 41 I CHAE TLAN RAYMOND A. CASEY PRECISE GRADING PLAN
VERTICAL 'rt C I V 1 ���
Date Completed N/A 'rF OF C A��EO� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 60 - 72 SHEET 2 OF 2
PLOT: 04-18-95 JN: 400716 DRAWING: SHEET2