HomeMy WebLinkAboutTract Map 22761 Lot 1-10 Precise Grading W
LEGEND PROJECT SITE
I•----
HIGH POINT
PAD ELEV. •-0.3' IN.
0000. 00 B
� 70P OF CURB
T. C.
FLOW LINE F. L. •
z � z 0 SAL��0 OAD
Do ZB
�iviA R
HIGH POINT H.P.
M. N• •M
15' TYP. 15' TYP.
TRACT NO ■ � ROAD
FINISHED GRADE F• G• 5, (EXCEPT 5, 5, c (EXCEPT D
D
A A C
MIN WHERE Od so 44 MIN M I WHERE
22761
FINISHED SURFACE F, S. NOTED) NOTED)
GARAGE FLOOR GF 0000. 0PRECISE GRADING �`
�2 PLAN
VIA RAMI -
• � z
PAD ELEVATION PE 0000. 0 Vii? '�? ' PAUBA w
FINISHED FLOOR FF 0000. 0
' � R Q
WATER SERVICE W o ? � $ � o ? � $ �
ROAD o
• N � N 1 o v�
N1-11; cc
3`
I ph fix. °hMaX, N W o
SEWER SERVICE S ,
z � MO
AIR RELEASE VALVE N
q �
FIRE HYDRANT `d �F 10 P ICO
O
SIDE YARD DRAINAGE °�r
TYPICAL RD.
C715rTANICE FROM FPONT FRPeK-f f COIzWeR TO TME &ARAGE °�4
DRIVEWAY � �OPp
COr MeR McASURen pC-CZp�Nr�1CULAR TO THe PROPERT-f �INS
STREET LIGHT
r: HWY 79
SLOPE
� 1 12" MIN, P/L 8 ' MIN. BLDG, PAD
ABOVE PAD 5 ' MIN. 3 ' MIN. � ELEV. TO SAN DIEGO
EXTRA DEPTH FOOTINGm "'AP
COMPACTED VICINITY M
INDICATES AMOUNT OF •X BERM 6" MIN.
EXTRA DEPTH FOOTING
a: NOT TO SCALE
ACCESS RAMP •':.
12" MIN.
2: 1 MAX. 2/. MIN.
LOT NUMBER X
2% MIN. 21% MAX.
SECTION A -� A
GRADING NOTES
INDICATES MODEL FOR SIDE YARD SLOPES GREATER
4 THAN 5 ' IN VERTICAL HEIGHT I . ALL GRADING SHALL CONFORM 70 THE UNIFORM BUILDING CODE. CHAPTER 70.
UNIT TYPE B
AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%. DRAINAGE SWALES SHALL
INDICATES ELEVATION BE A MINIMUM OF 0.2' DEEP AND 8E CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF
12 MIN. ABOVE PAD ELEV. � Z •Op CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
THIS LOT REQUIRES A BACKWATER VALVE
4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE 70P OF ALL
PER SECT, 409 OF U. P. C. PER APPROVED — - - ROUND OFF TOP FILL SLOPES OVER 5 ' HIGH.
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L �
5 ' � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
• SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
BLOW--OFF DOVER 11 DEEP.
2• �
CATCH BASIN C•B• CL(, Va. 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT To THE CITY OF TEMECULA
E ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SECTION B B GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
55 57 C ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE.
FOR REAR YARD SLOPES GREATER 56 :�:�:•. V GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES,
THAN 5 ' IN VERTICAL HEIGHT
54
7. PROVIDE BROW DI TCHo DESIGNED 70 HANDLE 100 YR, Q STORM FLOWS. ALONG
10
CtTOP OF CUT SLOPES.
53 : :::::•••:::.:•:..:•:•:•:.
5 MIN. P/L 5 MIN. �• 52 �� ���''''� 8, F I NAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
:•�•-r."
6" MIN. 6 MIN. C���
" ONE FOOT
3 ' MIN. I ' I 3 MIN, :: ::
51
MUDSILL MIN. MIN. MUDSILL 47 50 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
48 49 THE PRELIMINARY SOILS INVESTIGATION BY:
w• 16 LE I GHTON & ASSOCIATES DATED:
:�.''•:� !:, :-.•. lli JUNE 16 1989
•' r :�•'��::'��:�''�' TWO SETS OF THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
T •� 15 �: �
14 � '�'�'•'������•• b ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM--
12" MIN. 12 ' MIN, 13 12 MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT,
2/ MIN. 2. I MAX 6 TYP. 2/. MIN. 'Q
-A �
21 % MAX. 21 % MAX. 40, 00 40. 00 40,00 Vt `T;A �• 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
• DEPARTMENT. TELEPHONE (909) 694--6411 A7 LEAST 24 HOURS IN ADVANCE
SEC
TION •• �+ � REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC--
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
PE xxxx.X PE XXXX.X PE XXXX.X EACH LOT,
FF XXXX.X FF XXXX.X FF XXXX.X � �
I 0 11 , CUT SLOPES EQUAL TO OR GREATER THAN 51 IN VERTICAL HEIGHT AND FILL
a 3 T GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE
x rY7 X o x � � SLOPES EQUAL O OR GREA E
5' MIN. P/L a PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
Ln � a; EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3 MIN.-i- ■ Ln THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN, 6" MIN. XXINDEXMAP
r xx xx 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
GF XXXX.X GF XXXX.X
•7:4 GF XXXX.X SCALE : 1 " = 200 " 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
•a' LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVA--
2% MIN» TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-- z
• TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED.-THE ACTUAL Q
21 /. MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _j
D - DOVERALL °-
SECTION
TYP I CAL I NT D I MENS I ONS CONSTRUCTION NOTES � QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
ITEM QUANTITY UNIT 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE PLAN- Z
SCALE: I ' = 30 ' NO• TED WITH APPROVED TREES. SHRUBS OR COMBINATION THEREOF, SHRUBS
<
SHALL BE PLANTED AT 10 ' ON CENTERS. TREES. 20 ' ON CENTER.- COMBINA--
I LOT GRADING ( 10 LOTS X 15 C.Y./LOT) 150 C.Y. TIONS. 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE IrQ
2 INSTALL TRAFFIC BOXe BROOKS MODEL NO. I -•-RT.- J & R I EA, PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Underground SerVLce Alert C�
BENCH MARK u.P. c. CHAPTER I o. R.
CONCRETE MODEL N0. V-213OR EQUAL APPROVED BY EMWD W
Robert Bein, William .,Frost & Associates COUNTY OF RIVERSIDE B.M. NO. T--29--81 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Cn
cm 1 1/2* BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. U
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS
IVE.SUITE 250.TEMECULA. CALIFORNIA 92590 AND RANCHO CALIFORNIA ROAD. I.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 17• APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE W
28765 SINGLE OAK DR C]C
1 -800-422-4133 (909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER OF THE INTERSECTION I ' E. OF A 7' CHA I NL I NK FENCE• 21 ' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON t1_
AROUND S0, CALIF. GAS VALVES. 40' N. OF P.P. (NO,#) 94' N. OF THE CENTERLINE REQUESTS THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
7 TY ENG I NEER FOR REVIEW AND APPROVAL*
TO HE CITY .�
OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9--13-82 ELEV, 1128.410 I�
TWO WORKING DAYS BEFORE YOU DIG N
N
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE Ess/ Desi ned B Drawn B Checked By_
RECOMMENDED BY. DATE: CITY TEMECULA DEPARTMENT OF PUBLIC WORKS D r aw i n No.
,` ,� T• GL AC/GL
OWNERMEVELOPER Hor i xon t a I O� �� Plans Prepared Under The Supervision Of
Contractor Co � O
ACCEPTED BY: � � DATE: � ��I'�.�
TRACT N 0 2276 1 z
TERRANOVA CONSTRUCTION CO, AS SHOWN N0. Da t e /1—/0-9 PRINCIPAL E G I NEER. FOR TITO ENGINEER
Inspector P, 0, BOX 6 1 2 48393
EXP. 6_30_96 RAYMOND A. CASEY PREC I SE GRAD I NG P
CORONA DEL MAR. CA 92625 Vertical U'� c/Vl\-
Date Completed F O�� R.C.E. No. 4 1880 Expires 3-�3 I--96 `. '`
7 50-0756 O �F 48393 Exp i r es 6--30--96 R.C.E. No. LOTS 1 10( 14) 2 N/A F CAL Sheet ON f
Ja No 400461
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LOT 50 LOT 53
PE= 1 1467
LOT 56
PE= 1148 . 3 LOT 52
LOT 51 PE= 1 1477
PE 11470 PE= 1 144p7
PE= 1148aO
LOT 57
PE= 1144x3
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LOT 19
TRACT NO , 21760 SCALE: 1 " = 20 '
Underground SerVLCe Alert
/V
Robert Bein, William .frost & Associates NOTE
ERS. PLANNERS & SURVEYORS 1, .A LL DIMENSIONS ,AND EL� g71QNS � Q-
CALL TOLL FREE PROFESSIONAL ENGINE AR-E. Ito FEET .
28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA. CALIFORNIA 92590
1 -800-422-4133 (909) 676--8042
IMI
TWO WORKING DAYS BEFORE YOU -D-1 G
�rESS
Designed 8 Drawn B Checked B r1 Draw i n No.
T BY REV I S I ONS ACC"D BENCH MARK C I T Y U E TEMECULA DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION RECORD DATE SCALE Q� , RECOMMENDED BY: ��o� DATE: ,.
� Tr �F � The Supervision Of
for Horizontal �p� �l Plans Prepared Under h p b �„
Contractor DATE: j( � 2276 I
ACCEPTED BYr TRACT N0 .
_ i QC 20 (DD
N0. „. «. PRINCIPAL NCS IN ER t FOR C Y ENGINEER
Inspector SEE SHEET I
I rr - 48393 .. .tit. _ ate � RAYMOND A. CASEY
EXP. 6--30-96 GREGOR Tr LEBLANC
PRECISE GRAD ING PLAN
V e r t i ca l c.J')► CIV 1\- ��
Date Completed e t ed Q� R.C.E. No. 41880 Exp i r es 3--31 -96 . ,.
p 48393 Expires 6x30-96 R.C.E. No. LOTS I 7
A F QF- A�..�F� -- Sheet o f
N/ C
Ja Ns 400461
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LOT 51
LOT 47
PE= 1 1480
LOT 17
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LOT 50
LOT 48 PE= 1 1 48a 3
LOT 49
PE= 1 1 48 4
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LOT 16
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PE= I 1 18a
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PE= I I T , 0
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LOT 7 1
Underground SerVLce Alert
LOT 49 LOT 50 �
O
Robert Bein, William .Frost & Associates TRACT 21760
0
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS
28765 SINGLE OAK DRIVE.SUITE 25O.-TEMECULA. CALIFORNIA 92590
TRACT 22762
1 -800-422-4133 (909) 676--8042
TWO WORKING DAYS BEFORE YOU --D--IG
E Designed B Drawn B Checked B /r—/004�
c Drawin N0,
CH MARK eR � RECOMMENDED BY: 0. DATE: Z g 9�► CITY a I T E M E C U L A DEPARTMENT OF PUBL I C WORKS
CONSTRUCTION RECORD DATE BY REVISIONS
ACCID BEN SCALEi
GL AC '
F G' Supervision Of
Horizontal � �4� �� � Plans Prepared Under The p s � ( ,��-
ractor Y• DATE: TRACT Nap 22761
Cont ACCEPTED B G
rr _ i (D N0. 0 �,,,. PRINCIPAL ENGINEER. FOR C1 ENGINEER
Inspector SEE SHEET I
I � 20 48393 � - Date � l � RAYMOND A. CASEY
EXP. 8--30--98
GR GORY T. LEBLANC
PRECISE GRAD ING PLAN
Ver t i ca I J'� C1V1\- ��
Date Completed e t ed R.C.E. No. 48393 Exp i r es 6-30--96 R.C.E. No. 41880 Exp i r es 3-31 -96 LOTS 8 10 Shee t 0f
p N/A OF" Cpl-\F
Je Nn 400461