HomeMy WebLinkAboutLot 95-104 - Precise Grading LEGEND PROJECT SITE
PAD Y. L1'IBL
A TRACT N 11
TOP OF CURB 0000.00 F__P> I 1
24131 F
T.C. "?Iz A
FLOW LINE F.L. :t
lYPRECISE CiRADING PLAN
HIGH P❑INT H.P. 19 M. 11P.cupFINISHED GRADE F.G. MIN B MIN MIN B � C MIN A
min
9
A� 7
FINISHED SURFACE F.S. L [ITS 135 104
GARAGE FLOOR OF 0000.0 z
i i i
VIA RAMI
PAD ELEVATI❑N PE 0000.0 = PAllBA `a
FINISHED FLOOR FF 0000.0 - - I" b7 y
a0? g ? 8 ROAD
WATER SERVICE W �� pox Aq r, $ &
SEWER SERVICE S I
AIR RELEASE VALVE
�� TYPICAL SIDE YARD RAINAGE oRI
112 113 114 115 1 16 � pm P1fA �'�/•
FIRE HYDRANT `O' DISTANCE FROM FRONT PROPERTY CORNER 0 THE GARAGE 109 110 111 117 RD
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. �P� 106 118
08 1184
DRIVEWAY
105
STREET LIGHT 10 OR 12 103104 RENC1P, 119 WY. 79
6• 02 85 120
SLOPE I I �I L 1 9 90 89 88 87 D 121 r. TO SAM 1ffm
9 84
EXTRA DEPTH FOOTING CZ77T71 I �$ 9�F GPS 9 9 9 78 79 80 81 82 83 122 o VICINITY M A P
INDICATES AMOUNT OF MAILBOX �9 78 77 123
EXTRA DEPTH FOOTING OX (TYP. ) PROJECT SITE 9 74 75 GARDANo 124 NOT TO SCALE
99 73 _ 125
72
ACCESS RAMP FM 7071 .�F, 128 GRADING NOTES
127
SIDEWALK CURB k
LOT NUMBER ❑X GUTTER 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
INDICATES MODEL MAILBOX LOCATION ILLORA AS AMENDED BY ORDINANCE 457.
DETAIL N0 . 2 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
UNIT TYPE 4 DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE
B N.T.S. CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATI❑N _0 3. MAXIMUM CUT OR FILL SLOPES = 211.
D
WATER BLOW-OFF01 to' OR 12' 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP bF ALL
FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE 6' U 12' MIN, ABOVE PAD ELEV.
PER SECT. 409 OF U.P.C. PER APPROVED - 3 48 16" �5_ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS. ( NONE REQUIRED ) °C MIN. TYP. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
a Q PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
ROUND OFF TOP OVER 1' DEEP.
MAIL OX 4' MIN• P/L 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
(TYP. ) CLR. 5' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
CALLE AVELLA GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
IT= GRADE, ELEVATI❑N AND LOCATION OF CUT / FILL SLOPES,
P.C.C. CURB k
SIDEWALK 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
GUTTER SECTION A - A TOP OF CUT SLOPES,
MAILBOX LOCATION 8, FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATEN THAN
6' MIN, 5' MIN. P/L 5' MIN. 6' MIN. FOR REAR YARD SLOPES GREATER
3' MIN. 1' 1' 3' MIN. DETAIL NO . 1 1 THAN 5' IN VERTICAL HEIGHT ONE FOOT.
MUDSILL MIN. MIN. MUDSILL N.T.S. INDEX MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
• THE PRELIMINARY SOILS INVESTIGATION BY:
SCALE 1' = 200'
CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN. 12' MIN. 32" x 32" A.C. MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
3' x 3' CONC. PAD 3' x 3' ON ® LOTS INCLUDED ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT,
PAD PAD 3 x 4 CONIC.
27 MIN. 211 MAX. 6' TYP, 2% MIN. 40.00 PAD 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINIEERING
21% MAX. MIN. 21% MAX. 39 00' 32" x 32" A.C. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
PAD REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I❑N B - B - U 40.00' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
a EACH LOT,
U N 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. P/L x x EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' 8 5 THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN.
6' MIN. / 812. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
IL
_ g
v.a 801 x C14 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
;• AA - - LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
802 M 803 M 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12' MIN, A
211 MAX, PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS AREREQUIRED, HE T ELEVA-
"
TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. 6MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
217 MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
SECTION C - C 15. ER❑SI❑N CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICAL OVERALL FOOTPRINT DIMENSIONS CONS1RUC110N NUI ES & QUAN111 Y ESl IMAI E 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
1O LOT GRADING (10 LOTS x 15 C,Y./L❑T) 150 C.Y. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Underround Service AI ert BENCH MARK U.P.C. CHAPTER I.O.R.
Robert Beier, William Frost & Associates CQIiTI ff RIVERSIDE BK NO. T- 81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS 2 112' IIRASS DISC IN CONE CYLIN IR LOCATED FROM THE INTERSECTDN OF FRONT ST. OWNER/DEVELOPER
27555 YIQ RSD, S1' 400*TMOD CA. 9291 AND RAKM CALIORA ROAD, 1.8 S KE. ON RANCHO G4 OMIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
TOLL T
CALL FREE (909) 676-8042 , FAX (909) 676-7240
1-8 LL TOLL -4133 TO TWINTERSECTDH OFRNCM FORMA ROAD AMD MARGARITA ROAD,IN Tlf KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER IF THE INTOUCTDI 1' E OF A 7' DIAINLDK FENCE, 21' x 16' RECTI❑N OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AR[I1rID SO. CALIF. GAS VALVES, 40 K OF PP. (Nall) 94' K IF THE CENTER K RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. cv
OF RANH CALIFO NIA ROAD, FIU3LASS VITTESS POST SET 1' V. OF MONUMENT. IRVINE, CA 92714
TWO WORK INC DAYS BEFORE YOU DIG ADI BITE, 9-13-82 ELEV. 1128.410LD96 - 068 GR w
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SCALE Q�pfESSIp DESIGNED BY DRAWN BY CHECKED BY
Nw/ ADEL S. CASAO ADEL S. CASAO JOHN LeSAGE RECOMMENDED BY: DAT E: - CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
A. I` �^
Contractor HOR I ZON1 AL y `� lig - P I ns r pared Under The Supervision Of r j
SEE ABOVE AS SHOWN d i No.43090 + ACCEPTED BY: __. DATE: s-�e-:1 TRACT NO . 24131 - F N
Inspector Exp. 3/31-00 Date: G PRINCIPAL ENGINE .R, FOR CITY ENGINEER i
VERTICAL 4E CIYI` W* MICHAEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN
Date Completed04
�lF ��� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 " SHEET OF
'� TITLE SHEET �
N/A OF CA
} leo 2 b
PLOT: 5-21-96 JN: 401015
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Mc CABE
--------------
DRIVE
OPEN SPACE LOT 128
53.41 ' 9
53.31' 9 53.32' ,1�k - 1230.7 ,, -60 _
^� 52.41 lb'L& m 12�1.7 $ 1•�
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32.1 FG FG 102
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25 100 - PE 1231,4 2 FF 1231.4 �- o
25' 10 PE 1231.9 PE 1230.4
p pE 1232.1 .1 0 31.2 _ �� FF 1231.9 I
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FF 1232.6 - �•� is 105
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S 53.89' -p o �' 53,89'
47.40 S o
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3p.9 E G0 31.E � 6' FG 31
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e I 9 3F G qV
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96 312 LJ a 31.2
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OPEN SPACE pE 1230.9 5' 32.0 I 31.8 5. FG FG
LOT 134 98 FIG F G FG 1�3O 9
�
31.8 12'J1.? 31.8 ' "P SCALE 1 " = 20'
9930.9 FG 31,8 t- HP 1•t• - N FG- 4
FIG F G 1•�� `O a\ r* ,�' `O 20 10 0 20 40 60
20' 41.5 :+ s 12+3t.1s
1230.(1 N L, H P 2. n 1<L,H P �G 48.87' G
F�, G 48.87'
'97 GRAPHIC SCALE IN FEET
30.9 l a�.a 49.05'
50.89'
�
74.13' 73 74 75
PE 1227.1 PE 1226.6 PE 1226.1
72
71 PE 1227.6
PE 1228.0
70
PE 1228.6
Under round Service Alert
0
CALL TOLL FREE Robert Bein, Filliam Fmst & Associates
PROFESSIONAL ENGINEERS, PLANERS t WNPORS
1 -800-422-4133 P55 YU RX SIE. CO*T IM G. Mi
(909) 676-8042 , FAX (909) 676-7240
LD96- 06 8 CR
(V
TWO WORKING DAYS BEFORE YOU DIG w
�, Q1�OFE55IpH CITY 0� TEMECULA Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: S--L9-X. DEPARTAENT OF PUBLIC WORKS U_
Contractor HORIZONTAL \
,``� v� l` P s r pored Under The Supervision Of � /
ACCEPTED BY• G✓• DATE: 's J" TRACT NO . 24131 - F
1 " = 20' No.43090 r^ 4w N
Inspector SEE SHEET NO. 1 d 3/31-00 2e Date: 5 PRINCIPAL ENGINE FOR CITY ENGINEER
p o 4 STEVEN W. CRESSWELL
VERTICAL l� CI 1� �� MICHAEL TYLMAN - `� PRECISE GRADING PLANSPO
Date Completed NSA lF of Cko� R.C.E. No. 43090 Expires 3-3100 R.C.E. No. 47180 Expires 12-31-99 '•• , LOTS 95 - 104 SHEET 2 OF 2
b
PLOT: 05-15-96 JN: 401015
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