HomeMy WebLinkAboutPrecise Grading GRADING NOTES
PRECISE GRADING PLAN 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING
CODE, AS AMENDED BY ORDINANCE NO. 457.
RACT MA NOm 218850 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE
TOP OF CUT OR FILL SLOPES.
PARK SITES 3. MAXIMUM CUT AND FILL SLOPE = 2:1.
4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER
0 � INV 42.0 �' �- WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT
A FINAL COMPACTION REPORT FOR ALL FILLS OVER V DEEP.
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V 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING
46.74 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE
5A. WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
1 0
h 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
IPAD=1143.7 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
146.41 SOILS INVESTIGATION BY P,ETRA GEOTECHNICAL DATED _JANUARY 20. 1998 . TWO SETS OF
9 I THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS
2 •96 / 3-5-1/2 RISERS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
40.3 2,-15" TREADS
ry" FS M 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
126. Q / I t ` 5^�5-1 2 RISERS REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
cV ,P c,+ / Q E THIS INSPEC11ON MUST BE APPROVED
f �•o.A �� �� � 4"15" TREADS PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
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96 �o / -` �, r n ENGINEERING DEPARTMENT PHONE: (909) 694-6411
2696 ._��.� -n •� �i
"IN\ 9. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO
/ \ \\ >> X5,3- / FS ~~- / p'�' // .► OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO
4" PVC ` -�, ��• F� PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
� c� F5 • 43, /� 36.55 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
\\ L� DRAIN TYP.) I �
\ ^� 43.pe / 43.0 TG
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C) � w \ / / 41.5 IE 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
\\ • CONC. MOW STRIP l ~ V TYP. ALL CATCH WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
•� 4' ONC. WAL I BASINS U.N.O.
C) N \\ ! 11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE
� ,30. 4� v 11 4. 8 \ / 4p•3 I �c�\ CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION
1 0. 1 \\ S 3 ' SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
I 1 711
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L__ 9 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
OT OF WALL AT f� INCRE S. / STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING
OC �DE RMINED/IN Tblh FI I WATER AND DAMAGE TO ADJACENT PROPERTIES.
•� � 1 PAD=
\FS � -Arm 4, 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
• \\ �'`I- 4� J \ 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
1137 TW \'r ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURESTEMPORARY N 1` i � � I• .
AGE
113 . TF \\ .• EX.10 1 D TEM OR RY DRAI AN
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
U.
D / o' 42.p TWN
\\�O A r�jO D / 6 4p.7 15. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE--TENTHS (1.5)
Q \ / 41.6 SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND
43.2 TW FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
� � / 9.50�01 Q 4cb� \ / 3 T ,�, W 16. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT
3. s \ TIN p
Dc• \ 6fi.4 3 47.3 S 12 CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL
►�� �� HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES,
�G \ ?�r 6 3' SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER;
1139. 0 \ 0• �0 / 39.5 TG mss' TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT
� 1134. y 1 I SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
p ,'� Q� '� 38.0 IE �� DEVICES PER
Q• / TYP. ALL CATCH U.P.C. CHAPTER 10.R.
BA SINS U.N.0. \ ��
17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
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J '�°' F�' • -�-� �' J ,!� 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
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147.07 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
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2S 43 \\\ /// `� 20. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
•I?, I \ � APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS
E VC // OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE
PAD=1145.0 I \\ // PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
07 1
` C/) 1 J2� \\\ �� / o+ AND APPROVAL.
8S \ C ��
21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING
51
WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT
• ?11 , \ .� / REQUIREMENTS.
22. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED,
ARE SHOWN ON THIS SITE PLAN.
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►��;� LEGEND:
J'J
PAD=1131.1
961 a
Cr �, TG' FIRE HYDRANT
201 3
0
Scn�: 1-=20' ,� WAY STREET LIGHT
SITE
Ho 00 A C HIGH POINT HP
0Po FLOW LINE FL
130. 0
N
rA H�°Rs � \P R
B vc \ 3 ORS FINISH SURFACE FS
M
ROAD RANCHO GPL�F
ATRUIM DRAIN - NDS80 IN NDS SPEE-D BASIN 11101 OR EQUALOM
DIRECTION OF DRAINAGE -
�t� ' 96 -
�s� - " 'o z �0 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
!y A OWNER:
Ln► 9 RICHMOND AMERICAN HOMES
PAD=1137.3 104 W. GRANDE AVENUE, SUITE A
NIGNWAY ESCONDIDO, CALIFORNIA 92025
DIAL TOLL RIM
90
1800-422-4133 VICINITY MAP '°� EARTHWORK
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AT LEAST TING DAYS GROUP S NO SCALE FILL -
YOU DIG PLANNING • ENGINEERING • SURVEYING --
34 \ w� CU T
UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA 6540 Lusk Boulevard • Suite C-225 • San Diego, CA 92121 '- IMPORT 0 CY LD99-213GR
619/550-9901, FAX 619/550-9469
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CONSTRUCTION RECORD DATE BY REVISIONS CC'D BENCH MARK SCALE SEA E / Designed By Drawn By Checked By ` Drawing No.
i M fi-tNl' P-W�R- �I,E•I PER- s-��� RIVERSIDE CO. BENCHMARK T- PN A. ro UMS� RECOMMENDED BY: DATE: , �,� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Q 30-81 2 1/2 1�1 �y� G M'
LO Horizontal � ti -
BRASS DISK IN CONCRETE FLAGPOLE BASE �� - Plans Prepared Under Supervision of
STAMPED T-30-81. 1 MILE NEV OF INT. OF AS SHOWN NO. 43217 ACCEPTED BY: DATE: .;�, TRACT MAP NO. 28850
� FRONT ST. do RANCHO CA. RD. ALONG RANCHO XP. 3/31/200 DEPUTY DIRECTOR OF PUBLIC WORKS
CA. RD. TO THE INT. OF RANCHO CA. RD. do Vertical �` RONALD J. PARKS p�� PRECISE GRADING PLAN
I MORAGA RD, 2 MILES N LY ALONG MORAGA RD s�q I 'V `� ��' MARWAN A. YOUNIS
a. TO THE TEMECULA UNION SCHOOL; 1' ELY OF PARK SITES
FLAG POLE. EL = 1083.725 .' ' CA�-�F RCE No. 43217 Expires -3/311200.4 RCE No. 19744 Expires 9/30/01 Sheet 1 of 1
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