HomeMy WebLinkAboutTract Map 21675 Lot 1-16 Precise Grading LEGEND VICINITY MAP
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TOP OF CURB 0000.00 B NOT TO SCALE
T. c. �,t� �►'Vl,l ROAD
FLOW LINE F.L.
�
HIGH POINT H.P. ROADh
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15' M. 1 15' Tyr. 1T
FINISHED GRADE F.G. I I
A 5' A (EXCEPT C 5, C (EXCEPT D D A
0
FINISHED SURFACE F,S. B I N �t MIN M I N �EED1
GARAGE FLOOR GF 0000.0 PLAN
PAUBA VIA RAMIrm I RO o
PAD ELEVATION PE 0000.0 X z •1Z x1i .1
C � W
ycG1�
MARGARITA VILLAGE
TR
FINISHED FLOOR FF 0000.0
ROAD m
WATER SERVICE
z W
PRE SE RADIN
W
cc �V3 �
• z o
SEWER SERVICE S LI
SIDEWALK CULVERT �` l PRID �'Ft
FIRE HYDRANT ` Y qr,�
DRIVEWAY ROt�
TYPICAL SIDE YARD DRAINAGE
HWY. 79
STREET LIGHT � TO SAN DIEGO
SLOPE III 12" MIN. P/L 8' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV.
EXTRA DEPTH FOOTING
ABOVE PAD 5 ' MIN. 3 ' MIN?ft. X
ELEV. PROJECTINDICATES AMOUNT OF COMPACTED ROUND OFF TOP SITE'
EXTRA DEPTH FOOTING •X BERM 6w MIN. P/L
. L 5 '
ACCESS RAMP � ';�•
12" MIN.
LOT NUMBER � 2: 1 MAX. 2% MIN,
2% MIN. SECTION A - A 21/. MAX. SECTION B - B
INDICATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER GRADING NOTES
UNIT TYPE 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT
B I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES ELEVATION
AS AMENDED BY ORDINANCE 45T.
TR 21674-3 MEA��WS PA 2MINIMUM N I MUM BU 1 LD I NG PAD AND DRAINAGE NAw � • .
RKwAY E S ALE SLOPE SHALL BE /.I
THIS LOT REQUIRES A BACKWATER VALVE 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER APPROVED — 6" MIN. 5' MIN. P/L S ' MIN. 6" MIN. 5 ' MIN. P/L 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT A
PER SECT. 409 OF U.P.C. LONG THE TOP OF ALL
WATER AND SEWER PLANS. (NONE laeatul�) 3 ' MIN. I ' I ' 3 ' M I N. 3 ' MIN._ I ' 43 42 41 40 39 38 37 36 35 34 33 32 31 FILL SLOPES OVER 5' HIGH.
AIR RELEASE VALVE SOD
MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6wMIN. 44 5. ALL GRADING SHALL BE DONE UNDER T
HE SUPERVISION OF A COMPETENT
45 POS ITAS �� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
46 �Q PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
4T OVER I ' DEEP.
T12
48 24 2 26 27TR 21675-5 49 22 23 28 29 30 c�� 6.12" MIN. N. 12" MIN. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
1 MAX. S0 21 �\ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
20 O GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2% MIN. : I MAX. 6" TYPIN. 2% MIN. 51 1 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
21% MAX. - 21% MAX. 21% MAX. 18 II 10 g 8 7 �C� GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C C SECTION D - D IT 12 Q`'P 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
,0
T 53 13 TOP OF CUT SLOPES.
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6 Fp I 6 �j 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
♦ 16 5 t*- ONE FOOT.
4 3 4 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
TR 21675-5 3 6p 1 2 PACIFIC SOILS JUNE 18, 1987
2 �� TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO TH
>, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
48.00 - 1 50.00 49.33 I .ti�
THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
F► 00001•01 IFF0000.01 IFF 0000.
I rt 0000.0FE 0008.00 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERT 1 CAL HEIGHT AND FILL
'� °0°°'0 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
o ® EROSION0 AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
ra
LO INDEX MAP THE APPROVAL OF FINAL INSPECTION.
00 00
SCALE : I " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
00 .o 0000.0
w 0000.0 LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
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
DISTANCE ABOVE THE ADJACENT GROUSHALL BE GIVEN. J
TYPICAL OVERALL FOOTPRINT DIMENSIONS ND CONSTRUCTION NOTES & DUANTITY ESTIMATE CIL15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z
I LOT GRADING ( 16 LOTS X IS C.Y./LOT) 240 C.Y.
SCALE: 1 ' = 30 ' NO. ITEM QUANTITY UNIT 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- Q
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
nderground Sery ce A ler BENCH MARK PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
c�
Robert Bein, m,WilliaFrost & Associates
o COUNTY OF RIVERSIDE B.M. N0. T-29-81 U.P. C. CHAPTER IO.R. w
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS 11/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD v
l 676-802 IT. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE W INTERSECT ION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.M. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CCCORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INK FENCE, 21 ' : 16' RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON 0_
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NOM 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MOMXNT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1
TWO WORKING DAYS BEFORE YOU DIG
ADJ. DATE: 9-13-82 ELEV. 1128.410 1
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CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE 0CffSs/41�, Das i ned By Drown By Checked B
GL AC/GL —
RECOMMENDED BY: /'►
T c. �1�MM,�c�R� DATE: 244;r- C CITY Y O fC TEMECULA DEPARTMENT OF PUBLIC C WORKS Drowin No. N
Contractor INNER/DEVELOPER Horizontal � �Q`� � (F � Plana Prepared Under The Supervision or
MESA HOMES ACCEPTED BY: •
Inspector AS SHOWN .:� �. _ DATE: � ` Y TRACT NO 2 1675-0 z
27555 YNEZ ROAD SUITE 200 t Exr. s-30-t� * Date 18- i/ 9tt M I NC I PAL NG I NEER, FOR TY ENG I PEER •
GREGORY PT. LEBLANC RAYnroPo A. CASEY PRECISE GRADING PLANS
Date Caapleted
TEMECULA, CALIFORNIA 9259 I Ve r t i co I J} CI V y%, �r U
(909) 676-7290 N/A Cr CA-\i R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 Q
LOTS 1 - 16 Sheet 1 of
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0 LOT 53 LOT 17 LOT 18 LOT 19
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Underground SerVice Ater ___ i __ __ __ __ __ __ __ __ __ _ - - -
o _ Robert Bein, William Frost 8 Associates RANCHO VISTA ROAD
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
1 -800-422-413 H 28765 SINGLE OAK DRIVE, SUITE 250, TEMECULA, CALIFORNIA, 92590
(909) 676-8042 .FAX (909) 676-7240
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE , ?XF / Des itned B Drown By Checked By
C I T I 0 1- TEMECULA D r aw i n No.
,( T. GL GL/AC RECOMMENDED BY: i �M.�w�/DATE: DEPARTMENT OF PUBLIC WORKS
Contractor (F C�
Norizontol � � Plans Prepared Under The Supervision Of
+�
SEE SHEET I I " = 20 ' w- ACCEPTED BY: DATE:140ry TRACT NO . 21675 - 0
� c�S
Inspector 48393 * �. Dote g-3/-9TL ���AA.ENGINEER, FOR ITY ENGINEER
EXP' 6-30-MGREGORY EBLANC CASEY PRECISE GRADING PLAN
Dote Completed Vertical 0'PCIV1\- �r
N/A q� �- 0.001 R.C.E. No. 48393 Expires 6-30-96 R.C.E. Ne. 41880 -Expires 3-3-31-96 LOTS 1 - 5 12 - 16
Shoe t f
J . N. 400618
W
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~ LOT 21 LOT 22 LOT 23
zPE= 1288 . 9 PE= 1288 . 6 PE= 1
� 288 . 2 LOT 24
PE= 1287 . 7
61 . 00 81 . 08
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LOT 25
PE= 1287 . 3
++ 82'34
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15.6 �DECK� / '4 � PE- 1287 . 0
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SCALE : 1 " = 20 ' G.
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Underground Service Aler
M.
Robert Bein, William Frost & Associates
CALL TOLL FREE
1 -800-422-413 PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
28765 SINGLE OAK DRIVE,SUITE 250.TEMECULA, CALIFORNIA 92390
(909) 676-8042 Q1\N
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P /01u. Designed By Drawn By Checked By
Contractor h,` �.� T. �F c`.� GL/AC GL/AC RECOMMENDED BY: �/.yy ,�/ DATE:
CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS D r ow i n No.
Horizontal W � � !� Plans Prepared Under The Supervision O1
Inspector SEE SHEET I I " - 20 ' ¢� No. (`-5j _ ACCEPTED BY: DATE: �1 �r TRACT NO . -
44393 Dote _ B 3144 PRINCIPAL ENGINEER. FOR TY ENGINEER
2 1 675 0
' ExP. a-3o-ee • GREGOR T. LEBLANC RAYMOND A. CASEY PRECISE GRADING
Dat. Cempl.ted Vertical s,, C1V1` P L A N
N/A 9� Cr CN-XF R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. . 41880 Expires 3-31-96
LOTS 6 - I I Sheel3of 'I
J . N. 400618