HomeMy WebLinkAboutLot 28-29 Precise Grading LEGEND OF ABBREVIA TIONS & SYMBOLS
45'-o„
T.C. TOP OF CURB S�l EXISTING SEWER SERVICE0 NTRA
MR;
45 -_ -� -EXISTING CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
T.G. TOP OF GRATE --- PROPERTY LINE 3200L FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS
G.B. GRADE BREAK DAYLIGHT LINE 3036LTRACT N 0 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
F.G. FINISH GRADE ? SHEET FLOW RATE ie �� HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
O 1 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
F.S. FINISH SURFACE ------ �- GRADED SWALE 1 GRADING PLANPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
INV. INVERT OF DRAIN --�- CENTERLINE J _ - OF THE OWNER OR THE ENGINEER.
LO
P. PAD ELEVATION - '`� Q - SWALE HIGH POINT � -
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
F.F. FINISH FLOOR ELEV. FLOWL/NE LOTS 28 �,� 29 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
G.F.F. GARAGE FINISH FLOOIR ���� SUBDRAIN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
B.V.C. BEGIN VERTICAL CURVE _ - ... .. AREA DRAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND /S RESPONSIBLE FOR
E.V.C. END VERTICAL CURVE TOP OF SLOPE THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
P.I. POINT OF W TERSEC71ON W TOE OF SLOPE
ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
E.P. EDGE OF PAVEMENT RETAINING WALL AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
T.W. TOP OF WALL ELEV FIRE HYDRANT A RA T I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
T.F. TOP OF FOOTING ELEV 3D-_0 STREET LIGHT " IN DIMENSIONS REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TOC M
SCALE: 1 =30
COMMENCEMENT OF WORK.
D.F. DEEPEN FOOTING SOUND OR SCREEN WALL
L. LENGTH oo� o�F DEEPENED FOOTING /� ,� GRADING NOTES
D WY. DRIVEWAY o o WA TER METER I ,
I
N.T.S. NOT TO SCALE CATCH BASIN & LOCAL DEPRESSION _
/ r , 1. All grading shall conform to the 1994 uniform building code, chapter 33, as
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/ / �'I`' �J, �rrl ,. amended b Ordinance 93-04.
P.U.E. PUBLIC UTILITY EASEMENT I / �`� � ¢ �-
c� J3 J y
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I I l �� � +� •- 2. Minimum building =
/ g pad and drainage swale slope shall be 1 X. Drainage swales shall
I / / 9� be a minimum of 0.2' deep and shall be constructed a minimum of 2' from tops of
LOT NO. F / M �4 �Z7 G ��j ,?'-' 7 �' cut or fill slopes.
1 . SWALES TO BE CUT IN AT 1% MIN. /
As F
AT ROUGH GRADE AND PRIOR TO I / w / T �, ,•.. 4/ 7
"�' 3. Maximum cut or fill I =
Q BUILDING CONSTRUCTION. I 2 / o slopes 2.1.
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2. A PAVED DRAINAGE SWALE l `� a l l ti�� �ti^ ! 1 `�'?mss
/ / W v /2) 1 '� '� 1���. 4. Provide 5 wide by 1 high berm or equivalent along the to of all fill slopes over
10TYP. (io MIN.) CATCH BASIN & PIPE , OR OTHER l l ' I �tQ '�C.ti 6 P•U, �' � q g P P
SIMILAR DRAINAGE DEVICE IS 5 high.
F F REQUIRED WHEN A STOOP
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FIREPLACE OR PORTION OF / / r �' � N `' �, 5. All grading shall be done under the supervision of a competent soils engineer who
z z z Z THE BUILDING EXTENDS WITHIN / k �N fj p r- N w s LANEshall certify that all fill has been properly placed and who shall submit a final
- MINIMUM ESTABLISHED DRAINAGE / a � ao2787 compaction report for all fills over 1' deep.
F.F. ELEV. SETBACKS. l l l / 1��� 0. C,4
/N C P P p
PAD ELEV. T / / / ' I 5.7p 6. A registered civil engineer shall submit to the Cit of Temecula Engineering
3. SEE STD. PLAN 101 FOR / / • , �; / �� g Y 9 9
Q• 9 4 Department written certification of completion of rough grading in accordance with the
DRIVEWAY APPROACHES. / � / 6 �' � • i� �` 71
_ ,��� �� o 54' ' approved grading plan prior issuance of the building permit. Certification shall be to
/ / I '`F� Ta_ o� ���72 s;o line, grade, elevation and location of cut / fill slopes.
1 . SECTION "A-A" APPLIES WHEN THE .
B.S.L. DIFFERENCE IN PAD ELEVATIONS �� 0 7. Provide brow ditch, designed to handle 100 g p
G.F.F ELEV. 9 yr. Q storm flows, aldn to of cut
EXCEEDS 1 .0'. / fZg� q 0or
N ^ slopes.
Of
z < 2. SECTION B-B APPLIES WHEN THE / I / / ! 4�� �i � o S ��s `o '� 8. Final compaction report will be required for all fills greater than one foot.
DIFFERENCE IN PAD ELEVATIONS IS / 1279.1
1 / cam o
/ / N P=1283.0 9. All grading shall be done in conformance with recommendationt of h
ae 1 .0' OR LESS & THE EXTRA DEPTH / 8
N FLS, OF FOOTING IS SHOWN ON THE / I / : y= 218.93 o�� 1275 g g the preliminary o
GRADING & STRUCTURAL PLANS. soils investigation by: - - J
GEOSOILS, INC., PROJECT NO. 2461-A-SC; DATED JUNE 8, 1998 '_J
sIDEwALK ° 3. IN NO CASE SHALL THE SWALE / , // / / - �s Two sets of the final compaction report shall be submitted to the engineering
CURB FACE a FLOWLINE BE LOWER THAN THE / ^ / / /; w-` , `rcp �� department which shall include foundation design recommendations and certification that x
-- -- BOTTOM OF FOOTING WHITHIN / �� /� ^� radin has been done in conformance with the recommendations of the preliminary
DIRECTION OF FLOW .��' 5' FROM BLDG. LINE.
grading x
\� 2 soils report. x
4. PROVIDE 4' WIDE BY 1 ' HIGH BERM / / �� �-`�' X
TYPICAL LOT FINISH GRADING OR EQUIVALENT ALONG THE TOP OF 27 s. o 2�5 "' 10. The contractor shall notify the City of Temecula engineering department, telephone
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_ �_ •• _ ALL FILL SLOPES OVER 5' HIGH. P=1279.8 / � �k '1 (909) 694-6411 at least 24 hours in advance requesting finish lot grade and drainage w
N.T.S.
/C.Co inspection. This inspection must be approved prior to building permit final inspection
for each lot.
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5' MIN, 5' MIN. ��� / 11. Cut slopes equal to or greater than 5' in vertical height and fill slopes equal to or Q
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P.L. greater than 5' in vertical height shall be planted with grass or ground cover to
5' MIN. F.L. F.L.
,_,_, 3' MIN. 1 3' MIN. w protect the slope from erosion and instability in accordance with City Development Code x
F.L. TOP/TOE OF z s, 6„ z Section 17.06 prior to the approval of final inspection.
1 SLOPE SHOWN J EXTRA DEPTH J X
3' MIN. 0 15 30 60 90 120
ON PLAN OF FOOTING TO
Lu w� 5' MIN. J BE DIMENSIONED o 12. Dust shall be controlled by watering or other approved methods. X
:J_ u I F.L. w
z �UMIN. 3 MIN. z m ON PLANS I 1 .0' OR __J SCALE: 1"=30' 13. Finish grade shall be sloped away from all exterior wall at not less than 1 4" er
I LESS foot for a minimum of 3 feet. / P o
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J OfU, J PAD 6"MIN. Q
M �Lor-d o ELEV. \ 2%MIN. ��
z 2%MIN. J *2:1 MAX.* PAD 6 MIN. 14. A registered civil engineer shall submit certification of building pad elevations where Li
IF _ �- E *2:1 MAX.* 0° 12"MIN. �� 6"MIN. ELEV. Q �, specific elevations are required, the elevation (with respect to mean sea level) shall be
PAD 6 MIN. I �� 12"MIN. NICOL,gS � given. If an elevation with respect to adjacent w
ELEV. \\\� "
?'1 PAD 9 p ground surface is required, the actual Q
6 MIN. ti1ELEV. --- 41 2%MIN. 209�MAX. 2%MIN. • 9 distance above the adjacent ground shall be given.
J ` 6 MIN. 2:1 MAX. E KLARER LANE o w
12"MIN. 2�MIN. 20�MAX. �G SITE 15. Erosion control: All graded slopes shall be planted with Rosea Ice Plant at 12" on
V� 9 P
2�MIN. 20%MAX. 2% IN. 3 centers or other approved ground cover. Slopes over 15' in vertical height, in addition
20�MAX. " * EXCEPT BERMS LESS THAN 1 ' HIGH WAY to ground cover, shall be planted with approved trees, shrubs, or combination thereof.
12 IN. MAY BE CONSTRUCTED AT 1 1/2 TO 1
���p► Shrubs shall be planted at 10' on centers, trees, 20' on center, combinations, 15' on
* EXCEPT BERMS LESS THAN 1' HIGH SE centers. Slopes over 4' in vertical height shall have permanent irrigation systems with
MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION
" � " backflow revention devices g 9 �P.L. B B p per U.P.C. chapter 10.R.
SECTION " A -- ,5 ROAD
A 16. All property corners shall be clean delineated in the field prior � w
P P Y Y p o to commencement
1 , F.L. CALIFORNIA of any construction/grading.
10' TYP. z CA
SEE NOTE 4 10' MIN. � R yV 17. Approval of these plans be the city or its agents does not relieve the applicant w
Underground Service Alert HEREON / -OWNER/DEVELOPER:LOPE �� and his engineer from the responsibility for the correction of errors or omissions
U
o \ X U.S. HOME RANCHO �c9 discovered during construction. Upon request, the appropriate plan revisions shall be
Call: TOLL FREE En h 4371 LATHAM STREET, SUITE 204 �'�, promptly submitted to the City Engineer for review and approval. o
RIVERSIDE, CALIFORNIA 92501 9 0
TOP OF SLOPE PAD 1/4"PER 1' 909 784--7700 �� X
1�800 SHOWN ON S9° MAX. ELEV.
ARTHWOR ST/MAT •
PLAN 270 MIN. 6"MIN. e
h YXIN/TY MAS (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) z
422-4133 N.T.S. TOTAL CUT....................100 C.Y.
`12"MIN.
TOTAL FILL.......................0 C.Y.
29oMIN. \� h X
20%MAX.
• NOTE: THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES z
Two WORKING DAYS BEFORE YOU DIG FIG. N O. 2 UP TO 5 1 HUNSAM & ASSOCIATES OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING z
CAUTION Remember that the USA Center �� �� MORE THAN 5 h/2(MAX 5 ) BOTE:
�� INC PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES m
notifies only those utilities belonging t i SECTION C - C NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W l;I FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON 0
the center. There could be other utilities SURFACE WATER WILL DRA/N AWAY FROM ALL
present at the work site. The center will 290p ADAMS STREET, sUIREG ION FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING ZI
TYPICAL R EARYAR D GRADING BUILDINGS PER SECTION /8-04.07 2� MINIMUM RIVERSIDE CA 92504 (9091357-7200 CONSTRUCTION MAY VARY. z
C ) m
inform you of whom they will notify. PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS
LD98-088GR
CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK SCALE Ess, DESIGNED BY DRAWN BY CHECKED BY '
1/4 99 M.13 . izeviSE FooT�i�1T o+u t-0'r I / Z/• �p e� HUDD(f�''�C DESIGN DRAWN CHECKED RECOMMENDED B'Y: DATE: /a CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. X
Contractor HORIZONTAL �W��y� °s�ti�, Plans Prepared Under The Supervision Of X
HORI Z3 a NO. 58020 ' ACCEPTED B'Y• 4DATE: 10 Z'!4 B X
P r � TRACT NO . 23220 x
Inspector ZONTALSCALE /w EXP. s/3o/o2 Date. 0 Z DEPUTY DIRECTOR OF PUBLIC WORKS x
`^�► �� AUL R. HUDDLESTON JR. RONALD J. PARKS PRECISE GRADING PLANVERTICAL � �,vi� o
Date Completed cA`\F�`'
VERTICALSCALE R.C.E. No. 58020 Expires: X30/02 19744
P• R.C.E. No. Expires: . 9/30/01 198 L0 T S 28 - 29 � � �
SHEET OF
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