HomeMy WebLinkAboutTract Map 21764 Lot 4 Precise Grading LEGEND,
CITY OF TEMECULA
F: FLOW / ENGINEERING DEPARTMENT
Acv _ F,G, FlN/SHE'D GRADE
GRADING NOTES.
•- """ T C, TDP OF CURB
5'
91,9 --�i�5 EXIST/NG CONTOUR
r 75 5 .. —
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�_ 1152 PROPOSED CONTOUR
_.. 1 . All grading shall conform to the Uniform Building Code, Chapter 0, as
�O .� ____ amended by Ordinance 457.
--- CONCRETE BROW DITCH , Minimum building ad and drain a Swale slope shall be = 1$• Drainage
-, 2 g p � �
•� ` �'� wal s shall be a minimum of 0.2' deep and be constructed a minimum of 2
G (1I6'0) s e
•— ' - . _.. _- . .. .�;' from the top of cut or fill stapes.
. P.Co C. CONCRETE
••..r.rr• �,�,rr..�....
3. Maximum cut and fill slope 2: 1 •
yu------- .............................................. SEC TION A A E /S TING WA TER L A TERA
4. Provide 5' wide by 1' high berm or equivalent along the top of all fill
_._,
•-. --- slopes over 5' high.
(1155) � S L"X/STING S�"W�E'R L A T,E'RAL
T YP/CA L SEC TION SRO W DI TC/•/
EXIST. CONC, BROW DITCH 5. All railing shall be don. e.. under the supervision of a competent sails
NO SCALE DIRECT/DN OF DRA INA GE PLOWengineer who Sha y II certify that all fill has been properly placed and who
shalt submit a final compaction report for all fills over 1' deep*
CA TV CABLE TFLEV/SiON SERVICE
6. A registered g Civil Engineer shall submit to the City orough Temecula's
F,F., FIN/SHED FL DOR Engineering Department written certification of completion of g
--- g g
radia in accordance with the approved grading plan prior to issuance
grading
of the building permit. Certification shall be to line, grade, elevation and
iocation of cut and f ill slopes.
7. Provide a brow ditch, designed to handle 1 b(3yr Q Storm flows, along top
�O r
(1153)
of cut slopes.
1 8. Final compaction report will be required for all fills greater than one foot.
F.F, .: 1154,0 p
.9All radia shall be done In conformance with rec wwwndatlons of thle
-� -. grading
preliminary soils investigation by LEIGHTON B LS�OC
.. .� final corn on r rt s I i sub+rnttr
9 6 88 r Two sets of e
lao LEGAL DESCRIPTION � �to the n ineerin Depa t which shell include foundation es•
recor+reneindations and certification that grads has been done In
LOT 4 TRACT NO, 217649 IN THE CITY OF conformance with tine r dations of the prel rninary soils relport..
TEMECULA, COUNTY OF RIVERSIDE, STATE OF
TION -� 8 CALIFORNIA AS FILED IN BOOK 194 PAGES 59' Engineering Department at least 24 hours in
SEC ne
the En i
� 4 �' 14. The contractor shall notify g g p
„ ,� 64, OF MAPS, RECORDS OF SAID COUNTY, advance requesting finished lot grade- and drainage inspection. This
o SCALES, MOR, l .- /0, VER, / - 5
MIN. Inspection mush be approved prior to building permit final inspection for
�1 each loir
0
J 1
�o �- Phone: (714) 694-6411
ad 1 1 1 . Cut slopes equal to or greater than 51-in-vertical height and fill slopes
F.F. 1/55,0 ASSESSOR'S PARCEL NO, 921--671--004 equal to or greater than 3' in vertical- height shall be planted with grass
or ground cover to protect the slope from erosion and instability in
Dc SITE ADDRESS: 30644 CALLE PINA COLADA -
�• PAD EL, : 1153,0 _� accordance with Ordinance No. 457 prior to the approval of final
TEMECULA, CA 92590 . inspection
N GAZEBO - FOUNDA TION WALL .
l� � T/NG PER
VU 12. No fill shall be placed on existing around until the ground, has been
AD EL, 1/53,0 S FOD cleared of weeds debris topsoil, andr other deleterious material.
BVIL DING PLANS
.
.� C�• ,,..; C�• "� ROGER 8 HEATHER JOHNSON • .
. ;1 �,:•', 13. if Slee sloping terrain occurs upon which fill is to be laced, �t must be
•• 8,OD p 27473 DANDELION COURT p p g p p
••- �' 1 '�� - �- 5, /O•p TEMECULA, CA 92593 cleared, keyed, and benched into firm natural sail for full support.
* /Jt
y•••• C� Preparation shall be approved by a Registered Engineer prior to
:•;:l 1153 (714) 695--2212 f
placement a fit m i
I material,
5,00 1 TION G -�53. F:G. S,�C
14. During rough grading operations and prior to construction of permanent
/7 SCALES: fIOR, / /O, VER, / = 5
drainage structures temporary drainage control should be provided to
ON --- prevent ponding water and damage to adjacent proper—ties.
34,D
• D A)
;� X15
20,50 GARAGE' a1�,,,, 15. Dust shall be controlled by watering or other approved methods,
---- •�, �.. N INEER
.. , G�UANT•ITIES
2,a3 _•. . •. , 6 ,' FIN/SHED FL DOR ELEV, /154,0
;;•' �. CUT: 100 CUBIC YARDS LEIGHTON AND SSOCIATES INC,, 16. All existing drainage courses on the project site must continue to
~* • " `•' PAD ELEV w //53.5function especially duringstorm conditions. Protective measures and
" ' ~• 27715 JEFFERSON AVENUE, SUITE 109 '
o ., �•,,. FILL, 100 CUBIC YARDS temporary drainage provisions must be used to protect adjoining
TEMECULA, CA 92590
':'• '' •'•��'�•� � _ properties during radia operations.
i Q p p gg g p
� (714) 676 0023
C
'
FINISHED FL DDR EL,E'V, 1/55,0 , 17. Stability calculations with a factor of at lease one and five--tenths ( 11 .5)
20.50
AIS E'LE"V, � //53,0
shall be submitted by a Soils Engineer to the Engineering Department four
cut and fill slopes over 30in vertical height.
18. A R istered Civil Engineer shall submit certification of buiidin
/05,OD - g,
00'
BENCH MARK PLAN BY elevations. where s ific elevations are required, the elevation�
/5' respect to mean evel I shall be given. If air elevation with res p�t to
top �. �, )(� A �. adjacent round surface is required, the actual distance above then
• • •'` '• ' •''f'A. �• '•••1 -,. .-. - COUNTY 0F' RIVERSIDE B•M N0 T--29--81 HARTLEY I GRUND INC. .. f" 9
�,,�► ? Q �• I BRASS DISC IN CONC, CYLINDER LOCATED ,�,,, fh:3 ,j adjacent ground shall bar given.
.� ,Oa ,.� ,� G 1939 E. VALLEY PARKWAY, SUITE 5A
T •r„ •• .G► �jA• ••V ,A AT THE N.W. CORNER OF THE INTERSECTION - �-� �
ESCONDIDO, CA 92082 , , CIVILIlk .
• ''' `''• OF RANCHO CALIFORNIA RD, AND-MARGARITA '' 19, EROSION CONTROL:
�. ERGS O Go CSL. All g slopes shall be planted with �osea Ice
o RD,, I' E. OF A 7' CHAiNLINK FENCE, 94' N. OF (619) 746--7001 1U1ti `�' Plant at 12" on center . or another approved ground cover. Sia
'••r.: �C• i THE t OF RANCHO CALIFORNIA ROAD. FIBER- EAt1' 15' in vertical height, in addition to round cover, shall b planted with
0i g g P
• •'• .'� = GLASS WITNESS POST I' We OF MONUMENT. ...�. ...�. approved trees, shrubs, or combination thereof. Shrubs shall be t
� .,. . � /tea � pa p
11,5D �� un
RICHARD Wr HARTL,E R.G.E. 20934- 15 on center.
at 14' on center. ; trew, 20' on center; combinations, '
Q _ ELEVATION : 1128.41 •
�• Slopes over 4' in vertical height shall have perrrranent irrigation systems
_ with backflow prevention devices per U.P.C., Chapter 10.r.
1153, 3�
gyp. Finished. grade..shall be sloped, sway from all exterior walls at not less than
�;'. .� �.,•w; P� 1/4 per foot for a minimum of 3 feet.
;• DEL water courses shall be permitted.
5 � �1 , No obstruction of flood plains or natural ate p
" • , , •� , .. LLE PINA COLADA w
f ►F : • 1152 "'+.• ( 22 r All property corners shall be clearly delineated in the field prior to
o `J � own � commencement of an /grading.
radia
(1152)- 2 y
N 0) MARGM11IT .
--- 2,9 v 23. Approval of these plans by the City or its agents does not relieve the
(/151) DA YL/GHT 1151, - applicant and his engineer from the responsibility for the correction, of
5.a
1151 i,� 0 errors or omissions discovered during construction. Upon request, the
1 IN,
d appropriate plan ,revisions shall be promptly submitted to the City
t,1G CALIFORNIA
a Engineer for review and approval.
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• •• ..1150 --.; %A .o 0
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CITY OF UL A
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EXIS T, P C,C, SIDE WAL/C 1
GRADING PLAN
EX/S T, CURB S GUT TER FOR,:
REPLA CE EX/S 7: DRI VEWA Y OPEN/NG INS TA L DRI VEWA Y APPROA CH PER
WICONCr SIDEWALK CURB 8 GUTTER
CITY OF TEMECULA S Tia. /.aWG. 207L 0 T 4 TRA C T N09 -21764
APPROVED BY, DATECA(
C, A L L E1941. 59=a ._._._
le e. I 1 .8.
COLADA
DATE I BY MARK APPR, DATE
DOU ASM STEINARTI DEPUTY CITY ENGINEER, CITY of TEMECULA ENGINEER REVISIONS CITY
372546-30-92 :-- SHEET' I OF
R•C•E. No, EXP. DATE DESIGNED BY DRAWN BY CHECKED BY