HomeMy WebLinkAboutLot 90-94,105-110 - Precise Grading LEGEND PROJECT SITE
TOP OF CURB 0000.00
T.C. rlzTRACT N 11 24131 F
A K��
FLOW LINE F.L.
PRE
HIGH POINT H,P. 6'TV.
B s' s' B CISE GRADING PLAN
1TI C C
Aff FINISHED GRADE F.G. MIN 1AfiE MIN MIN MIN
' N
FINISHED SURFACE F.S. L [ITS 90 - 94 105 - 110
GARAGE FLOOR GF 0000.0 i i i i VIA Zyq
X PAULA
PAD ELEVATION PE 0000.0 0
FINISHED FLOOR FF 0000.0 swill
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m z be $ m z �F RaD
WATER SERVICE W '`_
SEWER SERVICE S
PROJECT SITE
AIR RELEASE VALVE -O-=] SIVE
TYPICAL SIDE YARD DRAINAGE 112113114115 116
FIRE HYDRANT �O' 10 11 117 D.
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE � 09
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. G 10 tie
DRIVEWAY
05
STREET LIGHT O—�
10 OR 12 03'04 �REIJCI A 119 IN1'. 19
I ; 6 101102 e7 � � 120 � � D1ETa
SLOPE I �I 100 1� 9 9 � 84 � 121 �
EXTRA DEPTH FOOTING 1 94_1 GPS 9 7a 79 e0 81 et 122 VICINITY MAP
INDICATES AMOUNT OF MAILBOX � v� 76 GA 77 123
EXTRA DEPTH FOOTING O (TYP. ) � 9 9 74 7s GARDA� 124 NOT TO SCALE
gg 73 � 125
ACCESS RAMP 707172 ��- '� GRADING NOTES
127
P.C.C. CURB Ik
LOT NUMBER � SIDEWALK GUTTER 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAOTER 33,
INDICATES MODEL MAILBOX LOCATION ILLORA AS AMENDED BY ORDINANCE 457.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
2.
DETAIL NO . 2 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE 4B '�� CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
N.T.S.
INDICATES ELEVATION .0 3. MAXIMUM CUT OR FILL SLOPES = 2+1.
PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER BLOW-❑FF � 10' oR 12' y
D4.
FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE 6' 12' MIN. ABOVE PAD ELEV,
PER SECT, 409 OF U.P,C, PER APPROVED — 48 16 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS. ( SEE INDEX MAP ) MIN. TYP. S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
I ROUND OFF TOP OVER 1' DEEP,
I MAIL X 4' MIN. P/L 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
(TYP. ) �R• 5' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
CALLE AVELIA GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
P.C.C. �
SIDEWALK CURB k � 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, AUING
GUTTER SECTION A — /\ TOP OF CUT SLOPES.
MAILBOX LOCATION FOR REAR YARD SLOPES GREATER 8, FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. 5" MIN. P/L 5' MIN. 6• MIN. ONE FOOT.
3' MIN. if 1' 3' MIN. DETAIL NO . 1 THAN 5 IN VERTICAL HEIGHT
MUDSILL MIN. MIN, MUDSILL INDEX MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
N.T.S. THE PRELIMINARY SOILS INVESTIGATION BY,
SCALE: V = 200' CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED 10 THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN. 12' MIN. 3' x ' CNC. 32" x 32" A.C. ® LOTS INCLUDED MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
PAD
A 3 x 3 A.C. 3' x 4' CONC. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 2+1 MAX, 6' TYP. 2% MIN. 40.00' PAD PAD 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
PAD 21% MAX, MIN. 21% MAX. 3s �. 32" x 32" A.C. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N B — B - TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
40.00EACH LOT.
ri
U N 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
g rn SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
x PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. P/L x a_ _ EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' - M THE APPROVAL OF FINAL INSPECTI❑N.
MUDSILL MIN. 8 - �
6' MIN. 8 _ 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODt.
801x X a 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
�
A x LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
•�� � 802 � 803 M
14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12 MIN. 2+1 MAX. A
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. 6" MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
SECTION C — C 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
TYPICAL OVER LL FOOTPRINT DIMENSIONS CONS1 RUC110N N01 ES & QUAN 111 Y ES11MATE 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
NO, ITEM QUANTITY UNIT SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
SCALE: 1' = 20' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
O LOT GRADING (11 LOTS x 15 C.Y./LOT) 165 C.Y. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Under round rVICe Alert BENCH MARK U.P.C. CHAPTER 10.R,
Robert Beira, YiUiam Frost & Associates CM OF RIV 1M IX to T 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R
o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
PROFE4IONAL ENGIPET7i!5, FLAMERS t SIRVEYORS t 1/2' 1ItASS DISC 1N CI]IC. CnD�R TED FRQI THEDtTERSECTIIA DF RN ST. OWNER/DEVELOPER
7M nQ RX, STE' 4MOT010 A G' VNI NO RAVE CALFWA RDM4 13 KE. IN Rkff DL)FIRIIIA IMAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
CALL Tal. FREE (909) 676-8042 , FAX (909) 676-7240 TO TI£ INTERS MUN OF RAS CAL11 DNA ROAD Alm NKAMA RMD,I! THE KV THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
1-800-422-4133 CM IF TW INMMCTO I, E OF A T CMADVLDII FENCE, 21' x 16' L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
WM S11 GLIF, GAS VALVES, 9 K OF PP. 00) W K OF TIE CEIITERLM 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. cy
OF RANCHO CA Fina ROAD. FIIERQ VMISS PAST SET I' V, IF IOII�EN , IRVINE, CA 92714 �+ �4
TOO WORIc I NG DAYS BEFOW YOU DIG W DATE IYO-82 M, 1128.,10 LD96 -09 5CR ~
CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE CC'D BENCH MARK SCALEZ f I s s j DES I Qf D BY DRAWN BY CHECKM BY Drawing No.
p Q� ��We ADEL S. CASAO ADEL S. CASAO JOHN LeSAGE RECOMMENDED DATE: 7-t-l6 CITY 0 F TEMECULA D�ART>►�NT of Pue1IC woRKs U_
A Ire
HORIZONTAL s
Contractor ti v f Plans Pr red Under The Supervision Of
SEE ABOVE AS SHOWN � i ►40.43090 � � LO ACCEPTED PRINCIPAL ENGI R, FOR CITY ENGINEER, Z �6 _ TRACT NO . 24131 — F �
Inspector 4 Exp. 3/31-00 ,� Dote: STEVEN W. CRESSWELL PRECISE GRADING PLAN In
VERTICAL X11 �Iy1L ��� MICHAEL TYLMAN .,... LOTS 90-94 & 105- 1 0 .,
Date Completed lF aF CA�IF�p R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47100 Expires 12-31-99 ��`��9`
TITLE SHEET
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Under round Service Alert ,y
o CALE 1 " = 20'
CALL TOLL FREE Robert Bein, IFilliam Frost & Associates
PROFESSIONAL ENGINEERS, PLANERS k aWYORS 20 10 0 20 40 60
1 -800-422-4133 7755 YWZ RX SIE, 4009TEIECULA G. mal
(909) 676-8042 , FAX (909) 676-7240
GRAPHIC SCALE IN FEET
LD96— 095 GR
Two WORKING DAYS BEFORE YOU DIG
Li
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE QO F E S S/pN DES I G ED BY r2v.Aw N a-Ir CHECKED BY Drawing No.
�� .4DEL S GASAO APEL s 6AS,A0 Jok i Le- ,� G RECOMMENDED B DATE: —7•Z_�y0 CITY OF T E M E C U L A DEPARDwM OF PUBLIC WORKS
U_
Contractor HORIZONTAL ,`�� v��� r�i c^� Plons Pr area Under The Supervision Of
= n ACCEPTED BY- - DATE: -Z-9L
Inspector SEE SHEET N0. 1
I.
= 20' Expo. 3-oo - TRACT NO . 24131 — F
Date: 7• PRINCIPAL ENGIN ER, FOR CITY ENGINEER C1+
it VERTICAL t �, �,� �, MI AEL TYLMAN STEVEN W. CRESSWELL e PRECISE GRADING PLANS M
Date Completed N A �lF OF CA` s°� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 �,�•
"' ': LOTS 90-94 AND 105- 1 10 SHEET 2 OF 2
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PLOT: 06-11-96 JN: 401015
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