HomeMy WebLinkAboutLot 73-75 Precise Grading LEGEND ,F O�
N191 POINT WO
R
PAD ELEV. —0.3' IN. DEL
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TOP OF CURB 0000.00 B R01►0
FLOW LINE F.L.
,� r v\S1!► N
1 B 1
HIGH POINT H.P. -
I S' TYP. 15, TYP. MODEL ITE ��, VIA RAMI
FINISHED FLOOR FF 0000.0 (EXCEPT C C (EXCEPT D D PAUBA W
(HERE WERE — 7D
FINISHED SURFACE F. S. WTO NDTmt �
GRADE BREAK G-B•
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PRECIS.... E GRADING PLAN
ROADFINISHED GRADE F. G. Cr c
5` PROJECT SITE b
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 24135 = 3
i r NO . A� O P I CO
tt�4
R01�
AIR RELEASE VALVE
HWY. T9
TYPICAL SIDE YA D DRAINAGE (N.T. S. ) TO SAN DIEGO
FIRE HYDRANT xy S
5 ' MIN. P/L
DRIVEWAY � 3 ' MIN I ' VICINITY MAP�
STREET LIGHT p�� MUDSILL MIN. 6j MIN. Not NOT TO SCALE
WATER SERVICE
SEWER SERVICE
S 2% MIN. '� 1b 19
SLOPE 1 21 % MAX. 2 ' MAX X61 I ESPARZA GRADING NOTES�
SECTION D D 65 S 0 TRACT NO. I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
WHEEL CHAIR RAMP (N. T.S. ) 6 69 62 61 6p 5 55PROJECT SITE `�60524135 AS AMENDED BY ORDINANCE 457.
FM &A A9 UPS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
�
5
12" MIN. ABOVE PAD ELEV. 53 4 55 9p 51 � 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 .
59 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
GARDEN � FILL SLOPES OVER 5' NIGH.
ROUND OFF TOP Al Ag s 3 2 A, Ap g9 g1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
CONSTRUCTION NOTE O A 4 A SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
5 ' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
3 OVER I ' DEEP.
LOT NUMBER ❑ Z6 2 3 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
g5 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
INDICATES MODEL ,ANA'S' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
4 SECTION B � B (N T.S. ) cOR� �5 ,� � GRADEISSUA"CE OF TE ELEVAT"ONBANODING LOCATE0N1T.0F CUTR/IFILLTIN SLOPESHALL BE TO LINE.
�6
UNIT TYPE B FOR REAR YARD SLOPES GREATER IS A Z,3'L Z� TO .0 ,� , �1 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
INDICATES ELEVATION THAN 5 ' IN VERTICAL HEIGHT 2 TOP OF CUT SLOPE.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
e �p ONE FOOT.
6" MIN. 5' MIN. P/L ,5 ' MIN. 6" MIN. 1 1, CT 135-1 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THIS LOT REQUIRES A BACKWATER VALVE 3 '
MIN. I 1 3 MIN . 6 NIL TRA NO. 24 THE PRELIMINARY SOILS INVESTIGATION BY:
PER SECT. 409 OF U.P.C. PER APPROVED — MUDSILL MIN. MIN. MUDSILL 5 CONVERSE CONSULTANTS DATED: I-IT-89
WATER AND SEWER PLANS. —AONE REQCIIRED A �3 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
,3 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.
12" MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
2% MIN. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
2% MIN. 2: 1 MAX. 6" TYP. 21% MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
21% MAX. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
SECTION C CIF
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
(N.T. S. ) SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
35.00 31 .00 33. 33 1
PLANTED OM
EROSION AND TIiNSTABILITYGRASS RINGACCORDANCE ROUND EWITH ORDINANCE R TO PROTECT TH457SLOPE R
PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
.�
PE XXXX.X
INDEX MAP 12• DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
FFXXXX.x 3.83 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
0 IPE _
501 FF 0000.0 o FF 0000.o `n SCALE : 1 " = 200 ' LESS THAN 1/4m PER FOOT FOR A M I N I MUM OF 3 FEET.
to 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
c
ul CERTIFICATION OF BUILDING PAD LEVATION. WHERE SPECIFIC ELEVATIONS
5oz 503 ARE REQUIRED, THE ELEVATIONf ' WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
cF0000.o
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
GIVEN.
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TYP I CAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHEET INDEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
SCALE - 1 "=30 ' TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS T3-T5 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
I LOT GRADING 13 LOTS x 15 C.Y./LOT) 45 C.Y. U.P.C. CHAPTER 10.R. Z
BENCH MARK2 CONSTRUCT 4" SOLID WHITE LINE CMODEL CONVERSION �BE REMOVED AT 56 L.F. 16• TOLPROPERTY COMMENCEMENTT OFRANYHALL BE CLARLY CONSTTRUCTEON/GRAD I N6 ATED 1 N THE FIELD PRIOR 0-
TO BE REMOVED AT
COUNTY OF RIVERSIDE B.M. NO. T-29-81 3 CONSTRUCT HANDICAP PARKING SYMDOL (MODELCONVERSION / I �• z
11/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 4 INSTALL 3' HIGH WROUGHT IRON FENCE /TO BE REMOVED AT ISS L.F. 1 T. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE PRIVATE ENGINEER SIGNING THE E PLANS IS RESPONSIBLE FOR ASSURING ACGl1RACY (MODEL CONVERSION THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-MODEL CONVERSION Q
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.N. AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER 5 INSTALL SIGN-RIGHT SIDE PARKING ONLY- MODEL REMOVED AT)
/1 1 � RECTION OF ERRORS OR OM I SS 1 ONS DISCOVERED DURING CONSTRUCTION. UPON cr
CORNER OF THE INTERSECTION I ' E. OF A T' CHA I NL I NK FENCE, 21 ' z 16' CITY APPROVAL OR DURING CONSTR TION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.E) 94' N. OF THE CENTERLINE FOR DETERMINING AN ACCEPTABLE SkXUTION AND REVISING THE PLANS FOR APPROVAL BY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. W
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET IW. OF MONUMENT. THE CITY. N
ADJ. DATE: 9-13-82 ELEV. 1128.410 v
W
Cr
APPROVED BY;
BASIS OF BEARINGS OWNER/DEVELOPER er, �� CITY OF TEMECULA SHEETRobert Bei , i/itlia�n ProstAssociatesLO
THE BEAR I NGS SHOMN HEREON ARE BASED ON A PORTION OF THE MESA HOMES �. A• T j. � _ r'')
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL 27555 YtfZ ROAD. SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS I ""A 111291110 SURVEYORS TRACT NO . 241 35 3 1 IT
MAP NO. 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA, CA. 92591 2°T°' s�"� °MC °R 9 7' °°W r ='0" � ' CALIF _ YI�IOND A. CASEY R.C.E. 41880 N
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (909)-676-7290 `+�+? � : FAX :.a� .rs-n„ * 430>io * R I NC I PAL ENG I NEER EXP. 3/31/96 MODEL S T E 2
I VER I DE C I NIA BE I NG N 04 25 05 W REVID BYs !u.3-31-se
c I TY OF TEMECULA PRECISE GRADING PLANS OF z
DATE: 1�` ¢ `f DATE BY DESCRIPTION APP 'D DATE v
MICHAEL A. TYLMAN R.C.E. 43090LOTS 73 — 75
RE V I S 1 0NS DATE: QZ
H—
J. N. 4005T I
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I 53.33
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\ OPEN SPACE
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6-3-28 m N �, CONSTRUCTION NOTES
19.68 45. 15 60.47
CONSTRUCT 4' SOLID WHITE UNE (TO BE REMOVED AT MODEL CONVERSION)
1 _+ 0 59.86
a— CONSTRUCT HANDICAP PARKING SYMBOL (TO BE REMOVED AT MODEL CONVERSION)
I
MISTALL 3- MGH YrR0UG1•IT IRON FENCE (TO BE REMOVED AT MODEL CONVERSION)
') a- MIGN
STALL SM "GH SIDE PARKING ONLY" (TO of REMOVED AT MODEL OONVER3ION1
v
1
L - -MARGAR I TA
ROAD
APPROVED BY: CITY OF TEMECULA SHEET
Robert Bein, William Frost & Associates � C
PROFESSIONAL ENGINEERS, �' A. l} 4i TRACT N 0 . 24135 -3 2
PLANNERS S SURVEYORS
NIM SI L[ OM WIVE. suIW M. Tei COLA. M1rOMIA NM AYM�
(flat fro-em FAX nat a�ri4o � � No.
A. cr>�er A.C.E. 41680 MODEL SITE
43090 RINCIPAL ENGINEER EXP, 3/31/96
CITY TY OF TEIECULA LAN
REv 1 OF
o etr:
EXP.3-3'—ftPRECISE GRADING PS CCAS
� civ 1�•- ��
DATEe �E DATE BY DESCRIPTION APP 'D DATE
MICHAEL A. TYLMAN R.C.E. 43090 R E V I S I O N S DATE: s LOTS 7 3 — 75
J . No 400571