HomeMy WebLinkAboutLot 1-27 Precise Grading PRECISE GRADING
PLANS
IEGENO; FOR *
PAD PAD ELEVATION
FF FINISHED FLOOR
cFF GARAGE FINISHED FLOOR � GRADING NOTES:
FL FLOW LINE
HP HIGH POINT 1. ALL GRADING SHALL 'CONFORM TO THE LATEST PROVISION OF THE UNIFORM
FS FINISHED SURFACE Id A R [D (D IAYL3BUILDING CODE, AS AMENDED BY ORDINANCE 93--04.
TC TOP OF CURB
TW TOP OF WALL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES.
3 = PLAN NUMBER
9E
A = ELEVATION TRACT 231 01 5 3.
MAXIMUM CUT AND FILL SLOPE - 2:1.
R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
0.2' DF DEEPENED FOOTING (DEPTH AS SHOWN) ALL FILL SLOPES OVER 5' HIGH.
00 STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
DQv FIRE HYDRANT ����. ����. COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RETAINING WALL (BY SEPARATE PERMIT) P��v�0AQ�►��r10 FO BEPRROPERL OVERCED DAND EEP.WHO SHALL SUBMIT A FINAL COMPACTION
(ALL WALLS ARE TYPE 1-8, PER CITY OF A
TEMECULA STANDARDS UNLESS NOTED �� �. 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) LOT N0• TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
® ELECTRICAL VAULT �� 1' R COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
--4 SEWER LATERAL �x MIN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
WATER LATERAL Z
S OF CUT/FILL SLOPES.
INDICATES LOWERED GARAGE z
FINISHED FLOOR , 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
BIS INDICATES BACKFLOW PREVENTER REQ'D v FLOWS, ALONG THE TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
A
3 R B Ov THAN ONE FOOT.
PAD= PAD ELEVATON 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
FF = FINISHED FLOOR
G
GFF= GARAGE FINISHED FLOOR , s RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
i
5 MIN. LEIGHTON & ASSOCIATES DATED AUGUST 26, 1999. TWO SETS OF THE
� DGF= DROP GARAGE FLOOR � � • FINALREPORT COMPACTION TI N C O EORT S HA
LL BE SUBMITTED TO THE ENGINEERING
3' 21 BACK FLOW a DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
MIN. MIN. ELEV. IS EQUAL TO OR GREATER �, BF4iVENTION VALVE • e RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
6" MIN THAN BLDG. PAD ELEV. Ei-E FL • DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
nr � • � + PRELIMINARY SOILS REPORT,
'
MIN. + + 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
PAD ELEV. 3' � ,� •
2:1 MAX. 4 * s �► + LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
12 MIN. �• 3, �� • *> DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
DEEPENt + ' • BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694--
2X MIN. MIN.-
FOOTING y • 6411.
1 MAX 2 •
WHEN
2 X L
SQUIRED " MIN. * '+ • * • 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
���' T 10 ; • • '� FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL
PAD ELEV. _ R/M� �, s, _ • ► BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
2%
MIN SIDEWALK * ,� + ' CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SECTION, „/els-A� 21 X MAX. 12" MIN. CURB FACE • 1 + 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
N.T.S. (SEE FOUNDATION PLAN) , . �` + + HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
+ • DELETERIOUS MATERIAL.
TYPICAL-LOT-FINISHGRADING
+ + '� +� ` s 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
s T MUST UNO = UNLESS NOTED OTHERWISE THE� E E RRAI N US BE CLEARED, KEYED, AND BENCHED INTO FIRM
NOT TO SCALE • • f • e ; NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
AFTER FINE '' BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
GRADE, PROVIDE �
HIGH BERM �
10 MIN. " �' • 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
S WIDE 1 5 e • � , f PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
�
OR EQUIV. MUD SILL �, SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
6" MIN. • * ADJACENT PROPERTIES.
RAD L15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
• • �' a METHODS.
1% MIN. •
2% MIN. " 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
12 MIN. + • • ~ CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
21 iL MAX. • 10 PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
ace r-sr e v • '�' + + BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
50.00' -SECTION "B-B" •
OPERATIONS.
N.T.S. •o • + 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FNE-
'�P • TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00' ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT.
4
7 �,�• 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
Q SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN.
0
Ul) Q - 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
n ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND
INDEX MAP PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
40 COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR
SCALE: 1" 200' WAY SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
CHAPTER 10.r.
QUANTITIES: p 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT ~
CUT = 405 CY t NOT LESS THAN 1/4* PER FOOT FOR A MINIMUM OF 3 FEET. m
FILL = 405 CY {, OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL
-
SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD o
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I
HARDONNAT- BILLS MODEL FOOTPRINT
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY I
-19 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING v
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATEENGINEER NO AY CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS to
Underground Service Alert N1W SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW �
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND APPROVAL. 0
LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 5-51Call: TOLL FREE LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR N
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE ca
1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-4133 SUITE B 205 PLANNING • LNGDMTRMG • SURTZTMG MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. LDoo 09 Ga
-- �
SAN DIEGO, CA 92123 6640 Lusk Boulevard• Suite C-225 • sen Diego, CA 92121 (949) 598-8500 N.T.S. �
7W WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 55o-e901 LD 9 9-21 7 GR
Q
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��� Designed By Drawn By Checked By Drawing No. X
mommommommmomm RECOMMENDED BY: DATE. Z CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
MAS( 5/22/Op i CON5TROOTION r,9Ar_,F_'-MVISE DWY,Lori 5II. (0 Co:of RIVERSIDE 9.M. No. T-2s-e1 A- Y .R. AutenO.R. Auten John S otts
Controetor 1.5BRASS DISC IN CONC. CYLINDER LOCATED FROM G
THE INT. OF FRONT ST. do RANCHO CALIF. RD.. 1.8 Horizontal Plans Prepared Under Supervision Of N
ML'S N.E. ON RANCHO CALIF. RD. TO INT. WITH �. 4321 ACCEPTED BY:
or MARGARITA RD., IN THE N.W. CORNER OF THE INT. ," 20� ATE: It I. PRECISE GRADING PLANS. a
t DEPUTY DIRECTOR
OF PUBLIC WORKS O
1 E. OF A 7'' CHAINLINK FENCE. 21 x 16' AROUND � EXP. 3/31/00 � �.---=-� Date I2-�" at q 0
SO. CALIF. GAS VALVES, 40' N. of P.F. . FI#). 94 , V MAR WAN A. YOU N I S C H A R D O N N A Y HILLS-TRACT 23101 -5, PHASE 1
N. OF CENTERLINE OF RANCHO CALIF. RD. FlBER- V�kd `t'r � �r
Date Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. �``
N/A LOTS 1 -27 7 -- Sheet 1 of 3 O
ADJ. DATE 9-13-e2 ELEV. 112e.410 R.C.E. No. 43217 2000
Expires March 31, ., R.C.E. No. �9744 Expires SEPTEMBER 30, 2001
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Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES:
RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT N
FROM THE DEPARTMENT OF BUILDING AND SAFETY.
Call: TOLL FREE LENNAR HOMES �
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. 0 20 40 60 80 rviv►
SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. N
1 -800 0 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND �
fff 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-4133 SUITE B 205 STE. 200
PI,ANNTNG • LNG�G • G MISSION VIEJO, CA 92691E 1- _ LD 0 0-092 GR a
SAN DIEGO, CA 92123 6540 Lusk Boulevard• Suite C-226 • San Diego, CA 92121 (949) 598-8500 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901 METERS IN DRIVEWAYS.
LD99-217GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��� Designed By Drawn By Checked By � ,
a
MAY 5/22/ I CONSTRUC'1`10 l CHANGE.REVI6E DWY. LOT1ECOMMENDED BY: DATE: = CITY OF TEMECULA DEPARTMENT OF PUBLIC Drawing No. x
•/ '� oo. of RIVERSIDE B.M.9MN0. r-29-e1 � A• } D.R. Auten D.R. Auten John S Otte
WORKS
Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM OG Horixontd It
THE INT. OF FRONT ST. & RANCHO CALF. RD., 1.8 _�' - Plans Prepared Under Supervision Of N
MCS N.E. ON RANCHO CALIF. RD. TO INT. VATH /Z �8 99 • of
PRECISEInspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1 = 20' No. 43217 ACCEPTED BY: DATE• GRADING PLANS
1' E. OFA 7' CHAINUNK FENCE, 21' x 16' AROUND EXP. 3/31/00 4 A It-- �.-1 DEPUTY DIRECTOR OF PUBLIC WORKS •
SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.# 94' Date RONALD J. PARKS
Date Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- V�ic� `l'!' C 1 V .r MAR WAN A. oU N I S CHARD 0 N N A Y HILLS-TRACT 23101 -5, PHASE 1 0
GLASS 1MTNESS POST SET 1 W. OF MONUMENT.
N�A �orMilt
ADJ. DATE 9-13-82 ELEV. 1128.41'0 R.C.E. No. 43217 Expires _ March 31, 2000„ - R.C.E. No. 19744 SEPTEMBER 30, 2001 LOTS 10-23 23
Expires Sheet 2 of 3 0
3
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SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
Underground Service Alert RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
FROM THE DEPARTMENT OF BUILDING AND SAFETY.
Call: TOLL FREE LENNAR HOMES 0 N
LEIGHTON ASSOCIATES OF CALIFORNIA, INC. SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. _
800 0 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND
422 -4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
SUITE B 205 PLANNING • ENGMERMG • SURVEY, MISSION VIEJO, CA 92691 SMILE 1"' = 20'
SAN DIEGO, CA 92123 gip Lusk BoWevard• Suite C-225 • San Diego, CA 92121 (949) 598-8500 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901 METERS IN DRIVEWAYS. LD99-217GR g
a
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL.- Designed By Drawn By Checked By Drawing No, x
Co. OF RIVERSIDE B.M. NO. T-29-81 A. D.R. AuteECOMMENDED BY: DATE: �t �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM *1' Y n O.R..R. Auten John S otts �
THE INT. OF FRONT ST. do RANCHO CALIF. RD.. 1.8 Horizontal _ Plans Prepared Under Supervision Of /11 NIn MI.S N.E. oN RANCHO CALIF. RD. TO IOF THEH /� _ PRECISE GRADING PLANS.DATE, oACCEPTED BY: •
MARGARITA RD.. IN THE N.W. CORNER of THE INT. �" = 20' lb• 43217 `� Z'�-�� DEPUTY DIRECTOR OF PUBLIC WORKS o
Inspector 1 E. OF A Ir CHAINLINK FENCE, 21 x 16 AROUND EXP. 3/31/00
SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#), 94' �, ,r M AR WAN A. Y NIS Date RONALD J. PARKS C H A R D O N N A Y HILLS-TRACT 23101 -5, PHASE 1 0
N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical ` 7 f V
Date Completed GLASS MATNESS POST SET 1' W. OF MONUMENT.
AD%L DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March__31,,-2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 1 -9 & 24-27 Sheet 3 of 3 0
3