HomeMy WebLinkAboutLot 76-79, 98-111 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING! PLAN
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APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. � r►
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE SWALES SHALL BE A
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. fr
CROWNE HILL FAIRMONT �F RAN
3. MAXIMUM CUT AND FILL SLOPES = 2:1. �o PAURA PROJECT
NA RA� c CRYA SITE
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 HIGH. '�
.* McA� ap r4 pLAC
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL � ` o 0
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONNT►` 10 ROAD
REPORT FOR ALL FILLS OVER 1' DEEP.
PHASE 6 TRACT NO 23143 6
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN r
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING LffH�i ,�.
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 76 79 AND 98 111 2 �y
To
ELEVATION AND LOCATION OF CUT FILL SLOPES. PCO P%G
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS ALONG TOP OF CUT SLOPES. A
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e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. HWY. 79
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9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07--01-02 AND ALL MA;1.56 TD SAN DIEGO VICINITY MAP
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY NOT TO SCALE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND `~
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF -
THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 -
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION PHASE BOUNDARY
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. G+
P.L.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN }��
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ri
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ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 X MIN. �, a-
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I ---- I r_ +,
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, I 76P]RrAO.11IIIIIII
791 78 77 / wgzDEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. T N�
a iOF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I I , 2'
5
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A • I I I ,♦ (r MIN.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. , i j 5@ MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ' MIN. B B
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ~ A - MIN
AND DAMAGE TO ADJACENT PROPERTIES. z
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. j L_
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY PARA GUA Y DRIVE
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. \ J
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17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPESN
OVER 30' IN VERTICAL HEIGHT.
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18. A REGISTERED CM ENGINEER I I -_
LEGEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING („ , L_
10
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PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN94 "- :1iTuft Jr
SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 98 106101 ���
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. I I I I �r -
Li
- TYPICAL LOT -
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS I �~� DRAINAGE DETAIL
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 10
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL or-
N.T.S.
BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES T T ���
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION 1 , T r Q UNLESS OTHERWISE NOTED ON PLAN
Off( * PLAN FOR R
DEVICES PER U.P.C., CHAPTER 10.R ITIA,Cil
„�„ ,�,, �� (T SEE LA 0 DRIVEWAY GRADE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4! PER FOOT FOR 2
A MINIMUM OF 3 FEET. jolw
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 45.00 46.0# 50.09
ANY CONSTRUCTION/GRADING.
♦
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 5► P.L.MIN.
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED rin
59 w
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY z MIN. ? * FOOTING EMBEDMENT
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. J 39 FL 2'* J DEPTHS SHALL CONFORM
a. TO 97 UBC SEC. 18061
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. o MIN' REQUIREMENTS, I.E. 12-
0 ( z r -j
M m MIN FOR 1 STORY AND
25. W.D.I.D. N0. 9335317203 ,o FL 39 1 g' MIN. FOR 2 STORIES.
26. SEE APPROVED "WALL AND FENCING PLAN' FOR YARD AND PERIMETER WALLS AND FENCES 0 ul
MIN.
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES I •- - :.---r x. •-.- I I I I I I I I I Z•
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL
ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BACKWATER
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. VALVE CHART 2X MIN. MIN.
-: PAD ELEV.
EARTHWORK QUANTITIES, LOT LOT PLAN 1 PLAN 2 PLAN 3 20% MAX.
CUT 900 CUBIC YARDS (50 C.Y./L0� 76 Y 103 N 2,283 SF 2,584 SF 2,839 SF � 2X MIN.
50 2S 50 100 **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 20% MAX.
FILL = 900 CUBIC YARDS (50 C.Y./LOT) ,
LEGEND 77 Y 104 Y GRAPHIC SCALE: 1"=50' SECTION "A-A"
„�,,,_,,, „�, �,,,, „�„ _ � _ 78 Y 105 Y USE PLAN LEGENDCL - CENTER LINE PHASE BOUNDARY WATER SERVICE INDEX MAP N.T.S.
DF - DEEPENED FOOTING _ _ _----_ - SWALE FLOW LINE - AIR VAC/AIR
79 Y 106 N F.L. '
DW - DRIVEWAY TSLOPE (2:1 ELEASE ASSEMBLY P.L.
FG - FINISHED GRADE - -- -� -- - MAX.)) - -W•�- - WATER MAIN 98 Y 107 N 15'-20' TYP.
FL - FLOW LINE -- LOT LINE - TRUST BLOCK
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Z MIN. S• MIN. Z 10' MIN. z �
FS - FINISHED SURFACE - DEEPENED FOOTING """- - FIRE HYDRANT ASSEMBLY 99 Y 108 N J P.L.ammmmmm=zza f
G8 GARAGE RADE BREAKFLOOR 90 - LOT NUMBER -.,m�-� GATE VALVE 100 Y 109 N o 2, ' 9 `
f
GF -- $ SEWER MANHOLE 9 MIN.
HP - HIGH POINT PLAN 4C - HOUSE PLAN TYPE m 3 -o m
N. - MINIMUM ,..........,..5-- - SEWER MAIN 101 Y 110 N rn ao 3
MI �
M - TOP OF CUR® FF-1109.67 - FINISH FLOOR ELEVATION (-- ------ - BACKWATER VALVE MIN.
PAD=1109.0 - PAD ELEVATION 0-I - STREET LIGHT 102 N 111 N j 3� ;iTF - TOP OF FOOTING " -•;.�=-�= :: PAD ELEV. MIN. 16log
TW - TOP OF WALL - RETAINING WALL WITH V-DITCH FOOTING TO BE
2.1 MIN 2�L
EXTRA DEPTH OF PAD ELEV. .r: -•
- - - - - - - EASEMENT FOR LOTS 77-80
PLANS (TYP)
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARINGDIMENSIONED ON * ;: MAX * PAD ELEV. =.. * PAD ELEV. ;
Underground 2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 4X MIN. ler" MIN• 2X MIN. PAD SECTION "C- •
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF 13UTTERFIELD STAGE ROAD AS OWNER/DEVELOPER, 20% MAX. 20% MAX. - 2X MIN. ONT PHASE
Of SoUthem Colifongo CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN " N.T.S. 20% MAX.
Call: TOLL FREE
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS RECORDS GREYSTONE HOMES BECTION eB-B LD05-DZ S CSR f
1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756'23"W 40980 COUNTY CENTER DRIVE N.T.S. 2D
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 0 `
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591
"M WORKING drys BERW roU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. 909 719-1464 LD03_ 248GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
#ESS/ AS NOTED CITY OF T .
03 04 REVISE LOT 76-79 REAR RETAINING WALL t IRR E N Drawing No.
�, e DEPARTMENT OF PUBLIC WORKS
Contractor 2 21 05 f'i PROPOSED 6" RETAINING WALL LOT 101 ,` Inland Empire Division fC 'G� PROFILE SCALE RECOMMENDED BY: DATE:
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I^eta' SEE ABOVE L °; No. 23737 0 v � $A* 3W Nano 'bft a 92363-9024 (90) 6W-0234 Z I S o� �
• 12/31/05 ACCEPTED BY: DATE: PRECISE GRADING PLANS
Date lans Prepared Under Supervision Of RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 6 TRACT N O. 2 3143--6
Completfb �� .��' DateMrtl-6 r DRAWN BY: DHw DESIGN BY: SC LOTS 76-79 & 98- 111
CA1R.C.E No. M;237>7 Expires 4w3 d� R.C.E ISM. 19744 Expires 9/30/05 Sheet 1 of 2
IN CHECKED BY: SC
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FENCE AND WALL PLANio
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NOT TO EXCEED 5'-6" ± ,�o ;..... • U �� �,. .. WWI
COLOR TO BE DETERMINED d �G N G " r d ,
BY OWNER �• , G b ti k ' 1�, \ +�
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RETAINING WALL. HEIGHT AS a m I .'t�' o , Tc •
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SPECIFIED ON PLAN q_� v Ge FL s 6 = I to. z p.
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TOTAL FENCE do WALL" HEIGHT I ti4� 14
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NOT TO EXCEED 5'-6 �• N s .so' 2 1 �•
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COLOR TO BE DETERMINED 0 '� /
4" NDS ATRIUM GRATE �� �' 4 -� a -- 2 ` �N �,D l ps J 75.3 •3' o Off '
BY OWNER � � + •� � -- �' / �, �� '°Gy1► r '•a ' • -� �► e• /
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8 C 0 E E .p• 1 2.1 / 7 4 /
RETAINING WALL. HEIGHT AS APPROVED EQUAL ( 1 I I / 0 / t� �s (1.,?. ���o 1
SPECIFIED ON PLAN .� I r �_. �. . ,... _.,...1 .. / / �• , '�a I /
1.0 1.0 oti /
4" ID HOLE IN BLOCK. INVERT ` 1 1 �� / �' �e g '` ^��• 'CQ' • / /
OF PIPE TO BE SET 0 .30 I 1 �■L�� / 10 2R
ABOVE PAD FINISH SURFACE
� 2 �'� / �► �.,27x•00 �
SPLASH •' 'r'~'� - , . .._, � I /
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RETAINING WALL SECTION •l,� / �� /
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LEGEND .. .. _ . +
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CL - CENTER LINE � «. - PHASE BOUNDARY - - - WATER SERVICE ` 3
DF - DEEPENED FOOTING ---- - SWALE FLOW LINE - AIR VAC/AIR i
DW - DRIVEWAY - - � RELEASE ASSEMBLY
C4
FG - FINISHED GRADE -.. - -� - - SLOPE (2:1 MAX.) .---,...•.W.. - WATER MAIN
FL - FLOW LINE - LOT LINE - TRUST BLOCK
FS - FINISHED SURFACE ZZZZZZ= - DEEPENED FOOTING '6 - FIRE HYDRANT ASSEMBLY
GB - GRADE BREAK _ -�- - GATE VALVECONSTRUCTION NOTES: 30 5 0 3o so Z
GF - GARAGE FLOOR LOT NUMBER . ..; . a- - _ SEWER MANHOLE PAD=XX.X a 1 CONSTRUCT 4" NDS ATRIUM GRATE (SEE WALL SECTION) GRAPHIC SCALE: 1"=30' o
HP - HIGH POINT - HOUSE PLAN TYPE - SEWER MAIN '
MIN. - MINIMUM - FINISH FLOOR ELEVATION -- - BACKWATER VALVE @PROPOSED 2' x 3" PCC V-DITCH (SEE WALLS TION) iF ON PHASE
TC _ TOP OF CURB - PAD ELEVATION - STREET LIGHT R�W T ANDA ETAINI
TF TOP OF FOOTING WALL OYER 2 --� HEIG T REQUIRE SEPARATE PERMIT. LD05- ZS GR
11111 - TOP OF WALL - RETAINING WALL WITH V-DITCH
Q4 PROPOSED Cr PROTO II WALL, REQUIRES SEPERATE PERMIT m
- - --- -- -- - EASEMENT FOR LOTS 77-80 RETAINING WALL AND DRAINAGE UAL 2
LD03- 248GR
NTS
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i PLAN SCALE
AS NOTED CITY OF T
ESS/
' DEPARTMENT OF PUBLIC WORKS Drawing No. a
IN
Ca�troctor
/03/04 1 REVISE LOT 76-79 REAR RETAINING WALL r►►' �EM � PROFILE SCALE RECOMMENDED BY: DATE: t'¢✓�S04
2 21 0 PROPOSED d' RETAINING WALL LOT 101 c :'� f Inland Empire Division
SEE SHEET 1 No. 23737 22690 Cactus Ar nuot Suite ,300 Mania Vallee, GI 92553-9024 (901➢) 653-0234 z N
a .S
ACCEPTED BY: DATE.
Inspector �. 1�31/� PRECISE GRADING
Date lan9 Prepared Under Supervision Of / RONALD J. PARKS
COt"�'t'd s� civil_ �� Date •y`di� DRAWN BY: SRD °��'TM ° CT°R °F Pueuc WORKS PHASE 6 TRACT NO. 23143-6 a
9�OF C � _ DESIGN BY: SRD 9/30/05 LOTS 76-79 & 98- 111
R.C.E No. 2373,7 Expires 12-31 05 R.C.E No. 1744 Expires Sheet 2 of 2
CHECKED BY: PWK