HomeMy WebLinkAboutTract Map 21764 Lot 9 Precise Grading i
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CITY OF TEMECULA
ENGINEERING DEPARTMENT
LEGEND, GRADING NOTES
Fs Fa, FIN/SHED FLOOR I For Rough or Precise Grading Plans
F:G, �-INISHED GRADE
T;CCOL.ADA , TOP OF�'X/ST/NG CONTOUR CURB
- ���,, 1 . All grading shall conform to the Uniform. Building Code, Chapter 70, as
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amended Ordinance 457,
PINA ........... 110 110...........111� Y
CALLE �1 ----1150 PROPOSED CONTOUR 2. Minimum building pad and drainage swale slope shall be = 1%. Drainage
V' �j�• ' swales shall be a minimum of 0.2' deep and be constructecf a minimum of 2'
from the top of cut or fill slopes.
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�'` �° 0` 3. Maximum cut and fill slope - 2: 1 .
�� EX/ST, SLOPE � ��1
EX/ST, imlvEWAY APPROACH �� �'�s,, W �E'X/ST"/NG WATER LAT,E'RAL Provide ' wide b 1' high berm or equivalent along the to of all fill
,. � 27 , /�/ ,� 4. ov de 5 de Y 9 q g p
EX/ST, G CURB a GUTTER- �� �,�q�'V R l MlN ,c. slopes over 5' high*
`� CTR/C SERV/CE �'
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. �8 W � s �'X/STING SEWER LATERAL
EX/ST P.C,C, SIDE ALK (o �.• 1 ;�, l.alo 9 �9.4'_ (1149) •O 5. All grading shall be done under the supervision of a competent sods
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•"�`��• engineer who shall certify that all fill has been properly placed and who
RIW0 114 .., D/R 'CT/ON OF�DRA/NAG,E'/SLOW shall submit a final compaction report, for all fills over 1' deep.
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115Q (1151SECTION A A
• CATV CABLE TELEVISION SERVICE 6. A registered Civil Engineer shall submit to the City of Temecula's
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Engineering Department written certification of completion of ugh
• •. 1151 -� SCALES: H0 • 1" 10' VER, I" w 5' a /148,3 FG, grading in accordance with the approvedradin pian prior to issuance
1 ;:- •, 2 //52,.¢ F.G, of the building permit. Certification shall be to line, grade, elevation and
�4 � .•::::- .:�:' .. .. 1152 -� �7. -
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�� ,,•. .- . . .. . . � . . 3 location of cut fill stapes.
.. .• .� 1/51,9 F.G,
1 � ' `� r 4 /152,5 F.G,
7. Provide a brow ditch, designed to handle 10� r Storm glows, aloe to
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FLOW LINEof cut slopes.
F.F. ELEV, 1/52.4 a � F.L.
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PAD ELEV. 115/•9 <<r DAYL/GHT L/NE - So Final compaction report will be required far all fills greater than one foot.
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GARAGE QUANTITIES
9. All grading shall be done in conformance with recommendations of the
4 •fi 3 CUT: 100 CUBIC YARDS preliminary soils investigation b LEIGHTON Sr ASSOCIATES INC, dated
9.5 � � p Y 9 Y .,,,.,..��. .�..._. . �
FILL** 100 CUBIC YARDS
9=06-88 Two sets of the final compaction report shall be submitted
o 15�) '� to the En ineerin Department which shall include foundation design
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/ • .� �• recommendations and certification that gradin has been done in
conformances with the recommendations of the pre) minary soils report.
FFo ELEV 1153,0 t ,
��5 I MIN, DESCRIPTION10. - he contractor shall notifythe Engineering Department at least 24 hours in
cv PAD ELEV. 1152,5 .-'advance requesting finished lot rade and drainage ins action, his
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0 ;nspettlon-.5'
49. ' 9.5' LOT 9, TR CT � . �1764 IN THE CITYOF must be approved prior to building permit final inspectionaction for
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T TY each lot.
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TEMECULA, COUNTY OF RIVERSIDE, STATE
2.5' OF CALIFORNIA, AS FILED IN BOOK 194, PAGES
�Oq/ Phone: (714) 694.6411
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t . 59 64, OF MAPS, RECORDS OF SAID COUNTY,
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�`�' •.... SECTION B B 11 . Cut slopes equal to orgreater than 5' i _u.ertical hal ht and fill slopeses
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lit- %' equal to pr greater than 3' in vertical_hei ht-shall-.- a,planted with grass _.._.
SCALES: HOR, I = 10, VER. I - 5 q g g P
Q ASSESSORS PARCEL NO, 921•-672.003 or ground cover to protec a the slope from erosion and instability in
a� accordance with OrdinanceNo. 457 prior to the approval of final
inspection.
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12. No fill shall be laced on existing round until the round has been
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cleared of weeds, debris, topsoil, and other deleterious material.
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Q 13. if steep sloping terrain occurs upon which fill is to be placed, it must be
0 X11 53) OWNER ol support.
cleared, keyed, end benched into firm natural soiful
Preparation shall be approved by a Registered Engineer prior to
154)
ROLFE AND BOBBY WITTMAN placement of fill material.
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6115 LAPORT
153) LA MESA CA 91942 14. During rough gradin operations and prior to construction of permanent
g2) drainage structureslemporary drainage control should be provided to
0619) 466.5313 prevent ponding watery and damage to adjacentproperties.
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000) 15. Dust shall, be controlled by watering or other approved methods.
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16. All existing drainage courses on the project site must continue to
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�� function, especially during storm conditions. Protective measures and
temporary drainage provisions must be used to protect adjoining
ng
-�-- properties during grading operations.
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17. Stability calculations factor of at lease one and five-tenths (1 .5)
LEIGHTON AND ASSOCIATES, INC, shall be submitted by a;Soils Engineer to the Engineering Department for
27715 JEFFERSON AVENUE, SUITE 109 cut and fill slopes over 30' In vertical height.
-�. - .� ----'-- TEMECULA, CA 92590
-�---- (714) 6760023 13. A Registered Civil En�ihee�r shall submit certification of building pad
elevations. Where specific elevations are required, the elevation (with
r respect to mean sea level) shall be given. If an elevation with respect to
adjacent ground surface is required, the actual distance above the
adjacent round shall be given.
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EX/ST. DRAINAGE S FLOWAGE EASEMENT
ti 19MARK . EROSION CONTROL: All graded slopes shall be planted with Rosea Ice
BENCH.
Plant. at 12" on centers or another approved ground cover. Slopes over
1►a5� 15' in vertical height, in addition to ground cover, shall be planted with
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,COUNTY OF RIVERSIDE B.M. N0. T.,29-81 approved trees, shrubs, or combination thereof. Shrubs shall be planted
1j" BRASS DISC IN CONC. CYLINDER LOCATED at 10' on centers; trees, 20' on center; combinations, 15' on centers.
AT THE N.W. CORNER OF THE INTERSECTION Slopes over 4' in vertical height shall have permanent irrigation systems
OF RANCHO CALIFORNIA RD, AND MARGARITA with backflow prevention devices per U,.'P.C., Chapter 10.r.
--W- RD., I' E. OF A,'7' CHAINLINK FENCE, 94' N. OF
1 THE t OF RANCHO CALIFORNIA ROAD, FIBER.- 20. Finished. "ds shall be sic e'd away from' all exterior,walls at�,not less than
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GLASS WITNESS POST I' W. OF MONUMENT. 1/411 per-foot for a minimum of 3 feet,
ELEVATION 1128,41 21 . No obstruction of flood plains or natural water courses shall be permitted,
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.......... SiTE 22. All property corners shall be clear) delineated in the field prior to
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AY commencement of any construction/grading. •
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23. Approval of these plans by the City or its agents does not relieve the
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CA P/NA COLADA applicant and his engineer from the responsibility for the correction of
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errors or omissions discovered during construction. Upon request, the
R11A appropriate plan revisions shall be promptly submitted to the City
MAHARTLEY •- 1M ND, INC. Engineer for review and approval.
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1939-�: LLEY PARKWAY, SUITE 5A
2.18 �s ESCONDIDO, CA 92027
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1150 L-_i � ���► �,� _
a _ � �' Vo
�- - (619) 746»7001 ,
X125 CALIFORNIA V
R Rai' ro.2OMVIA
9-30-IM
CJVIL
RICHARD W. HARTL.E R.C.E. 20934
OF CA
VICINI T Y MAP CITY OF TEmEcuLA,
NO SCALE
PRECISE GRADING PLAN FOR:
LOT 9 TRACT NO, 21764
AP D BAY. DATE it SO d-
` . . 194159mn
R MOND'A. CASEY DATE BY MARK APPR, DATE
PRINCI A E GINEER, CITY OF TEMECULA ENGINEER REVISIONS CITY
R.C.E. N4. 41880 E PIRATION DATE 3•-31-96 DRAWN Y CHECKED BY SHEET I OF I
� � DESIGNED BY RA H
C 260
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