HomeMy WebLinkAboutLot 1, 4-38 Precise Grading 1
99 .986
GRADING NOTES 'FractNo
1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING ■
CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. LEGEND
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM
OF 210' -FFROM THE TOP OF CUT OR FILL SLOPES. TOP OF CURB 0000.00 PREC I SE GRAD I NG PLAN
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . TC
FLOW LINE 11
4. PROVIDE 5' IMIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. HIGH POINT HP LO FS 1 38r
5. ALL GRADING SHALL BE DOME UNDER THE SUPERVISION OF A COMPETENT FINISHED GRADE FG �.
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 16
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS GRADE BREAK GBIN CITY OF TEMECULA ,' STATE - OF CALIFORNIA
`E
OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA FINISHED SURFACE FS �r
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GARAGE FLOOR GF 0000.0
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. PAD ELEVATION PE 0000.0
I -- - 4
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED FLOOR FF 0000.0
TOP OF CUT SLOPES. I LOT 24
LOT 16 LOT 15 I LOT 7
W I
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE 2I I I 2 � i � I �►
ONE FOOT.
LOT 2S 1 ,, I 1 .. I I 1 1
• SEWER SERVICE S I I I -
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
• THE PRELIMINARY SOILS INVESTIGATION BY: DRIVEWAY 113N �3 ' 1 13 LOT
LE I GHTON AND ASSOCIATES DATED. DECEMBER 11 , 1998. � I g i i 1 J J' M OT 14' I � VICINI7Y MAP .
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
SLOPE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- � °° a, 1
MCNDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- N x
~' � � � � � � I
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. I A W NOT TO SCALE
a� li � 2 �i 1 c1 0 1
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING I LOT 1 T 19
� �� LO ZO LOT LOT 12 T 11 LOT 10 2 1 ,•' ,
DEPARTMENT, TELEPHO (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE I � � 1 1
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- �-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I - 1 . _ 1 1 31
EACH LOT. I J _ 1
50 '
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL O I W _, _. _ LOT 3
SL S EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL I Q 1 s 14 �� 1z - -- LOT 2
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ISTREET
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ( I LOT 29 I ❑1 LOT NUMBER
CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO I
THE APPROVAL OF FINAL INSPECTION. I �- _ 1 _ I 1 PLAN NUMBER
1
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PLAN I 1 - 1 - 3
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FF 1128.6 --,--- FINISH FLOOR ELEVATION
MATERIAL.
I 1 1 I PE 1127.9 T PAD ELEVATION
13i IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN I I " LCT 30 LOT 31� SOT 32 LOT 33 LOT 34 LOT 35 LOT 36 ILOT 37 LOT 36 LOT 1 1
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. In ---
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF In I
--�IIA�R I TA ��D
FILL MATERIAL. � I � �... �. � � '�'^'"' � m � 1
Ln TYPICAL LOT INFORMATION
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF I SHEET 4 ,________...__SHEET 3 SHEET 2 1
i -
�. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PLAN 2
► ADJACENT PROPERTIES. I NDEX M
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED tt
BY THE D I RECTOR OF PUBLIC WORKS. SCALE: 1 " = 100 '
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE n
TO FUNCTION, ESPEC0LLY DURING STORM CONDITIONS. PROTECTIVE 50 �nany.�•t �•
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO A `
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. r
17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS (1 .5) K ? w CITY OF TEMECULA
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT ,q
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
pow/IVIED I UM DENSITY
is. Ar REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF EKJILDING 1 10RES I DENT I AL DEVELOPMENT STANDARDS
PAb ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- (E1@T BB (00 C .* C
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- MIN ME MIN off
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL �--- �) MINIMUM FRONT YARD 20 FT. AVG4"*
DISTANCEa, ABOVE THE ADJACENT GROUND SHALL BE GIVEN. MINIMUM CORNER SIDE YARD 15 Ft .
r
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE I'm z MINIMUM INTERIOR SIDE YARD VARIABLE'S
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES zIT FF
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN 3 � K � � MINIMUM REAR YARD 20 FT.
PLANTED .WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS NOTE:
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS,
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT x " *-VARIABLE SIDE YARD SETBACKS: NOT LESS THAN SUM OF 15 FT.;
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER T o Y * o MINIMUM 5 FT.
0P% 10.R. Ff,yN N **-VARIABLE SETBACKS: IN ORDER TO ALLOW FOR A MORE INTERESTING
20.. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTTYPICAL FOOTPRINT VISUAL IMAGE AND MORE FLEXIBLE SITE PLANNING, VARIABLE SETBACKS
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. MAY BE PERMITTED IN THE LM DISTRICTS. FRONT YARD SETBACKS SHALL
HAVE AN AVERAGE OF AT LEAST 20 FT. GARAGES WITH ENTRANCES NOT
` 21 . SHALL OOBST PTT TYPICAL CTIOINF FLOOD PLAINS OR NATURAL WATER COURSES N.T.S. FACING THE FRONT YARD AREA MAY BE SETBACK A MINIMUM OF 10 FT.
S OTHER PORTIONS OF A STRUCTURE MAY HAVE A FRONT YARD SETBACK OF
22. ALL PROPERTY CORDS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR CONSTRUCTION N0TES & QUANTITY ESTIMATE (DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE A MINIMUM OF 10 FT; HOWEVER, THE AVERAGE SETBACK OF 20 FT.
TO COMMENCEMENT OF '-ANY CONSTRUCTION/GRADING. NO ITEMQUANTITY UNIT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ) SHALL BE MAINTAINED.
E
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE LOT GRADING (38 LOTS x 15 C.Y./LOT) 570 C.Y.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- N
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ® CONSTRUCT 6' HIGH MASONRY GARDEN WALL 1 ,300 L.F.
REQUEST,. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED V 2" MIN. ABOVE PAD ELEV. o
TO,THE C1 TY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCT RETAINING WALL- HEIGHT PER PLAN 345 S.F. " 5' MIN.'S P/L 5' MIN'S` s" MIN. 5' MIN'. P/L �
4 CONSTRUCT DEEP FOOTING - HEIGHT PER PLAN 80 L.F. 6 MIN.
ROUND OFF TOP MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN.
5'
Under round Service Alert BENCH MARK
12" MIN. 12" MIN. 12" SIN.
1 c7 hI..ANNIN■ ■ DESIEN ■ CONS'MUC'nON Cn
ELEVATION = 1097.163' 2: 1 MAX. Li
"
OWNER/DEVELOPER " "
2% MIN. 2: 1 MAX. TYP M N. MIN.
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 6 2% I 2� MIN. _
CALL TOLL FREE CONCRETE CURB STAMPED "RIVERSIDE SECTION A A 21% MAX. MIN. 21% MAX. 21% MAX.
COUNTY BENCH MARK T-46-81 RESET 1997" LENNAR HOMESw
1-800-422-4133 _
cn
0 0 MYz��� goo EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM FOR REAR YARD SLOPES GREATER SECT I ON B B SECT I ON C - C 5
TBAECU..A, CALIFOFHA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR. THAN 5 IN VERT I CAL HEI GHT
a.
C D N 5 U LTI N G 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com OVER SANTA GERTRUDES CREEK; 4.5 MISSION V I EJO, CA 92691
w NORTHERLY OF THE SOUTHERLY SIDE OF THE
(949) 598-8500 o
Two WORKING DAYS BEFORE YOU DIG CONCRETE SIDEWALK. LDOO- 162GR Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE Q��I�gS��� DESIGNED BY DRAWN BY CHECKED BY Drawing No.
O
A.
W. EWS EWS M. TYLMAN RECOMMENDED BY: DATE: It CITY OF T DEPARTMENT. OF PUBLIC WORKS o
�`` v� Ty�� c^� P ans P e a e Under The Supervision i s i on Of
Contractor HORIZONTAL � i = � f p P �+ .. .. o
TRACT N0 . 29286 0
�- ,,, ACCEPTED BY: DATE: of r 'c o
SEE ABOVE AS SHOWN w No.43090 ° o
Inspector �` p. 3�31�p4 'b Date: 4p DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER n
VERTICAL Jl' Celt O�~! MICHAEL A. TYLMAN
RONALD J. PARKS g PRECISE GRADING PLAN
6.
a
Date Completed N A lF OF �`�E� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 ra, o _ a
/ TRACT 29286 LOTS 38 SHEET 1 OF 4 a-
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GRAPHIC SCALE
CONSTRUCTION NOTES,
N
0
Underground Service Alert BENCH MARK
2 CONSTRUCT 6 ' HIGH GARDEN WALL %
C=) PLANNINN ■ DESISM ■ coNETRUCTION ELEVATION = 1097.1fi3' Owl REDEVELOPER
Cn
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 3 CONSTRUCT -RETAINING WALL- HEIGHT PER PLAN
CALL TOLL FREE CONCRETE CURB STAMPED "RIVERSIDE °
1-`800-422-4133 27555 YNEZ ROAD, �40o COUNTY BENCH MARK T-46-81 RESET 1997" LENNAR HOMES 4 CONSTRUCT DEEP FOOTING- HEIGHT PER PLAN U)
EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM 0
TEMECULA, CALIFORNIA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR.
a
CONSULTING 909.676.9042 ■ FAX 909.676.7240 ■ www.RW.com OVER SANTA GERTRUDES CREEK; 4.5' MISSION V I EJO CA 92691
NORTHERLY OF THE SOUTHERLY SIDE OF THE z
Two WORKING DAYS BEFORE YOU DIG CONCRETE SIDEWALK.
(949) 598-8500 LDOO- 162GR Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE WESSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No.
p �'! EWS EWS M. TYLMAN RECOMMENDED BY: DATE: 11` CITY OF T DEPARTMENT of PueL IC WORKS o
HORIZONTAL � ���"` A• jy! �f �
Contractor h w i� � Plans Prep d Under The Supervision fl# � � /00 a� z TRACT NO 29L86 0
• _ ACCEPTED BY: _ _ DATE: l 7 �.
Inspector SEE ABOVE AS SHOWN 2
/33090 AlbDate: ZAb DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENG I EER PRECISE GRADING PLAN
VERTICAL C ` MICHAEL A. T LMAN RONALD J. PARKS ;
r
Date Completed 'l r r 0�� R.C.E. 43090 3--31-04R.C.E. - dfra - o
N/A F OF C ANo. Expires No. 19744 Expires 9-30 01 ,�,�,off° LOTS 1 - 11 , 37-38 SHEET 2 OF 4 i
L
SEE SHEET
422.9N48° 11 ' 19"E
N47°08' 19"E -GB R 99.63'
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EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM
T'EMECULA, CALIFORMA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR. Uj
C O N!3 U LTI N C3 909.676.5042 • FAX 909.676.7240 ■ www.RBF.com OVER SANTA GERTRUDES CREEK; 4.5' MISSION V I EJO CA 92691 i
NORTHERLY OF THE SOUTHERLY SIDE OF THE ca
TWO WORKING DAYS WFORE YOU DIG CONCRETE SIDEWALK. 949) 598-8500 LDOO- 162GR
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RONALD J. PARKS
VERTICAL Jl. c!111 MICHAEL A. TYL AN a Q
Date Completed �jf F4�� 090 3-31-04 _ _ fr 19e9 - o
1 N/A 4F Ck�� R.C.E. No . Expires R.C.E. No . 19744 Expires 9 30 01 10 LOTS 12- 191 33-36
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OWNER/DEVELOPER Ln
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN
CALL TOLL FREE CONCRETE CURB STAMPED "RIVERSIDE 2 CONSTRUCT 6 HIGH MASONRY GARDEN WALL
1-800-422--4133 27Ez��, 40o COUNTY BENCH MARK T-46-81 RESET 1997" LENNAR HOMES
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■ ■ EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM 4 CONSTRUCT DEEP FOOTING E5
TEWECULA, CALFFOWA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR.
�'
CONSULTING 909.6766042 ■ FAX 909.676.7240 ■ www.RBF.com OVER SANTA GERTRUDES CREEK; 4.5' MISSION V I EJO, CA 92691 i
NORTHERLY OF THE SOUTHERLY S I DE OF THE (949) 598-8500 �"� z
Two WORKING DAYS BEFORE YOU DIG CONCRETE SIDEWALK. D O V�" 16 2 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
SCALE Q�OF'.SS1 p ! RECOMMENDED BY: DATE: /44;/m DEPARTMENT OF PUBLIC WORKS Drawing No.
�p �. EWS EWS M. TYLMAN C I I I O E T E M E C U L A o
Contractor HORIZONTAL ,'� ����` Irk` ��, Pans Pre d Under The Supervision i s i on Of
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s ACCEPTED BY: DATE: �/7/100 o� r cG TRACT NO . 29286
SEE ABOVE AS SHOWN CD No.43090 � o
Inspector d
Exp. 3/31/04 Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN
RONALD J. PARKS r, i
VERTICAL .rl, CI r 1�- MICHAEL A. TY MAN a
Date Completed �l � � Q
rA
N/A F OF A`��� R.C.E. No. 090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 o`Af 1� LOTS 20-32
SHEET 4 OF 4 i
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