HomeMy WebLinkAboutLot N-W,48-50 Precise Grading ... ......... ..... ......... ........ ._......
PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR CH4RDONNAY H I LLS TRACT 23101 2 GRADING NOTES:
GARAGE FINISHED FLOOR
FL FLOW LINE 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
FL
HP HIGH POINT PHASE THREE LOTS N - W & 48 - 50 CHAPTER 70, AS AMENDED BY ORDINANCE 457.
FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3 = PLAN NUMBER
3. MAXIMUM CUT AND FILL SLOPE - 2:1.
3AR A - ELEVATION
R = REVERSE PLAN 4. PROVIDE 5' WIDE BY I' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
0.2' DF DEEPENED FOOTING ALL FILL SLOPES OVER 5' HIGH.
° STREET LIGHT 5.
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
Doa FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
RETAINING WALL (BY SEPARATE PERMIT) FOR ALL FILLS OVER 1' DEEP.
(ALL WALLS ARE TYPE I-B, PER CITY OF
TEMECULA STANDARDS UNLESS NOTED ' MIN. 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) FL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
® ELECTRICAL VAULT 3' 2' 1 COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
-� SEWER LATERALMIN. MIN. ELEV. 1 EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
DEEPENED THAN BLDG. PAD ELEV. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
WATER LATERAL FOOTING
OF CUT/FILL SLOPES.
j1E INDICATES LOWERED GARAGE WHEN ' MIN. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
FINISHED FLOOR REQUIRED PAD ELEV. _
B 2:1 MAX ' FLOWS, ALONG THE TOP OF CUT SLOPES.
INDICATES BACKFLOW PREVENTER REQ'D ? � 30 G� r dF��
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
12 MIN. 2% MIN 4/, MIN. a COURT THAN ONE FOOT.
21 X MAX.
MIN. : a 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
,. RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
- - _ PAD ELEV. q�Fj a LEIGHTON do ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE
" T a FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
LOT NO.
� t;' MIN. _ DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
4 „ „ 12' MIN. " RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
SECTION A-A ' a DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
os
2% MIN. PRELIMINARY SOILS REPORT.
N.T.S. 21 X MAX. INw
I i I P� • I- a 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
W LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
SERENP a r x DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
w w SOIL£.• 1"=2A0' BBUIUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
• J L
F.F. ELEV. I r ,. : ' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
PAD ELEV. 4 , x FILL SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL
I 1 I Y Q BR!TTON
X f- fx
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
a �-- .fin 1 �j
W s >- ` 1RCLE' FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
I I AFTER FINE _ ? • • , r,� PHASE THREE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE Z w .. =tY k
P P 5'WIDE BY 1' 5' 10' MIN. p r % ;xX `>", 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
_,Fj G.F. ELEV HIGH BERM O ■ Y � � '. x,
z z
OR EQUIV. � MUD SILL Q � _ _ • . . � w w ,� ,, �` ,:�, ` \ �x,,� ;,_� HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL, AND OTHER
G' MIN. 2 k DELETERIOUS MATERIAL.
K K I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
- /� / _ r ■ HEINTZ LANE �O w Yt y _•' �Y THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK-" M ■ NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
• MIN. w BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRECTION OF FLOW 2X MIN.-' 12' MIN. W " w =, *'
21% MAX. " r• Q r r 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
NOTE: G.F. ELEV. IS AT THE FRONT EDGE Z +.. w w „ '?!'�r PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
t
TYPICAL LOT FINISH GRADING N - 'w w w r >K SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
+w r r
„ _ w f� ADJACENT PROPERTIES.
N.T.S.
N.T.S. a ,w „ SONOMA ■ r , 5 ��, 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
P
METHODS.
0 � P
r ■ r _ r
'a a ���/,q0 � r r 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00' s o �` n CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
a .
r a
•9� OPERATIONS.
,}. r
50.00' y COURT
7 r a ■ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND F1VE-
J = r n G\CA TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00' .= a N 4 » \�4 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
a ! r , = r . r r VERTICAL HEIGHT.
a z r Cr n a r r a ' 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
Z ■ Z-) r r M BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
U
„ w
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
o O ' Cr a s r BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
o Q r '= SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
to to _ " r,NE " _IX ' ' GROUND SHALL BE GIVEN.
0
INDEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
tO SCALE: 1" = 200' ROSEA ICE PLANT AT 12. ON CENTERS OR ANOTHER APPROVED GROUND
PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND
AY COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR
SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
QUANTITIES: SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C..
ITEM: QUANTITY: CHAPTER 1O.r.
FINISH GRADING 195 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
UA NOT LESS THAN 11,C PER FOOT FOR A MINIMUM OF 3 FEET.
S21. NO
HALL BEOPBESTRUDON OF FLOOD PLAINS OR NATURAL WATER COURSES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
CHARDONNAY HILLS MODEL FOOTPRINTS
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
''-
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEER'S NOTE: DE I '+ CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Service Alert SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ATE AND APPROVAL.
Cali: TOLL FREE ANZLENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
1 -800 3934 MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-4133 SUITE B 205 PLANNING • ENGR EERING • SURVEYING SAN JUAN CAPISTRANO, CA 92675 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO. CA 92123 6540 Lunk Boulevard • Suite C-225 • San Dleso. CA 92121 (714) 488-8850
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560-9mi LD96-015GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ofrssi Designed By Drawn By Checked By �� �, 9� C Drawing No.
RECOMMENDED BY: DATE: CITY Or TEMECULA DEPARTMENT OF PUBLIC WORKS
O. OF RIVER510E M. NO. T-29-61 A.
Contractor s' NT. O ISCFRO CONC. CYLINDER LOCATED RD. FROM Horizontal t; Plans Prepared Under Supervision of PRECISE GRADING PLANS FOR:
INT. OF FreoN ST. s RANCHO CALIF. RD., 1.6 - P P
.'S N.E. ON RANdHo CALF. RD. TO INT. w im ct ACCEPTED BY: DATE: 10- L; ' 7't
ARGARITA RD., IN THE N.W. C=fER OF THE INT. N/A g �Z17 9 RINCIPAL N FOR CITY ENGINEER CHARDONNAY HILLS
Inspector E. OF A T CHAO&M FENCE, 21' a 16' AROUND EXP. 3/31/00 ��-• Date 9.2.5' r (a DON SPAGN O
CAN. GAS VALVES, 40' N. OF P.P. (N0. 94'
OF CENTERLINE PF RANCHO CALIF. RD. Ft - Vertical MARWAN A. YOUNISTRACT
Date Completes FASS WITNESS FROST SET V W. OF MONUMENT. r v 1 23101 -2
N A �a DATE 9-13- ELEV. 1126.410 R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 7000 PHASE THREE - LOTS N-W & 48-50 Sheet 1 of 3
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Underground $@rv�C@ Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES: !
I RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT ,
AX/� LENNAR HOMES FROM THE DEPARTMENT OF BUILDING AND SAFETY.
Call: TOLL FREE LEIGHTON dt ASSOCIATES JIL OF CALIFORNIA, INC. 0 20 40 60 80 100
SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST.
1 -800 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND
1 i
3934 MURPHY CANYON ROAD GROUP 2x333 AVENIDA LA CAZA SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-4133 SUITE B 205 PLANWING • ENGINEERING • SURVEYING SAN JUAN CAPISTRANO, CA 92675 SCALE- 1 = 20 '
SAN DIEGO, CA 92123 8540 uuk Boulevard• suite C-225 • sax Diego, CA 92121 ( 14) 488-8850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
TWO WORKING DAYS BEFORE YOU DIG (619 292-8030 (019) 550-9p01 METERS IN DRIVEWAYS.
LD96-015GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed B Drown B Checked B
SCALE �Eui g y y y �/ C Drawing No.
Contractor 0; RIVERSIDE B.M. NO. T-29-81 A. RECOMMENDED BY:-4" DATE: 7' CITY
1 Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS
.S MASS DISC IN CONC. CYLINDER LOCATED FROM
INT. OF FRONT ST, & RANCHO CALIF. RO., 1.8 Horizontal h Plans Prepared Under Supervision Of
.'S N.E. ON RANGf10 RD. TO IMT. VATH N0. �21T ACCEPTED BY: DATE: �o- Z;- �� PRECISE GRADING PLANS FOR:
Inspector ARGARITA RD.. IN N.w. CORNER OF THE INT. 1 - 20 PRINCIPAL GIN FOR CITY ENGINEER
E. OF A r �, FENN. F• . ,d� AROUND EXP. 33,X00 „ -k*' .. Date Z 5-9& DON SPA o C H A R DO N N AY H I LLS ,
. CALIF. GAS VALVES, 40' N. OF P.P. (NO. 94'
Date Completed of CENTERLINE RANdIPOST SET V WCT� _ Verticd CIV .r MARWAN A. ouNis TRACT 23101 -2 '
DATE 9-13-82 ELEV. 1120.410 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 2000 PHASE THREE - LOTS N-S Sheet 2 of 3
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........................ .......
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES:
Underground Service Alert RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
Call: TOLL FREE LHNNAR HOMES FROM THE DEPARTMENT OF BUILDING AND SAFETY. 0 20 40 60 80 1010
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. MAN
1 -800 I ■ DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB. GUTTER AND
3934 MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-4133 SUITE B 205 PLSNNINr. • QdGIIdEERIIYG • S'URVLFMG SAN JUAN CAPISTRANO, CA 92675 SCALE- 1 ' = 20 '
SAN DIEGO, CA 92123 6540 Lusk Boulevard • Suite C-225 • San Diego. CA 92121 (714) 488-8850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER o
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (010) s6o-vool METERS IN DRIVEWAYS. LD96-015GR
c
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL.- Designed By Drawn By Checked By ILVI pJ� Drawing No. `
Ess'
o. of RIVERSIDE B.M. (�'1100 T-29-81a1 A• RECOMMENDED BY: DATE: CITY Of-r TEM ECU LA DEPARTMENT OF PUBLIC WORKS
- i
Contractor .5- GRASS DISC IN CONC. CYLINDER LOCATED FROM
INT. OF FRONT ST. ! RANCHO CALIF. RD. 1.6 Horizontal h Plans Prepared Under Supervision Of
CS N.E ON RANCHO W. RD. TO NIT. IMTFI , � No 4321 � ACCEPTED BY: DATE: � ° -L; - ?t PRECISE GRADING PLANS FOR:
AE. OF A ' C wilA THELIN FE CORNER OF THE INT. 1 55ii i ,i DOtC PA IP"ALSPAG�IpL
Inspector E. of A r CHANNUNIIr FENCE, 21' z 16' ARs)O,UND 20 EXP. 3/31/00 9 ZS_ 9(� N PAL EN E FOR CITY ENGINEER C H A R D O N N AY H I LLS
CALIF. GAS
OF�A�1 . N.
CALIFOF .�� R�, Vertical �� MARWAN A. OUNIS
o.t. �„�.t.d WITNESS POSTVESI;T 1�' w. of MONUMENT. N � ` TRACT 23101 -2
Gt% 43217
DATE 9-13-02 M". 112&410 NSA R.C.E_ No. Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31. 2000 PHASE THREE - LOTS T-W & 48-50 Sheet 3 of 3
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