HomeMy WebLinkAboutLot 32-36, 51-55 Precise Grading PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR CH4RDONNAY HILLS TRACT 23101 2 GRADING NOTES:
GFF GARAGE FINISHED FLOOR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
FL FLOW LINE CHAPTER 70, AS AMENDED BY ORDINANCE 457.
HP HIGH POINT PHASE TWO LOTS 32 - 36 & 51 - 55 F5 FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX.
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
4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
R = REVERSE PLAN
0.2' DF DEEPENED FOOTING ALL FILL SLOPES OVER 5' HIGH.
a STREET LIGHT 5.
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
pod FIRE HYDRANT BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
RETAINING WALL (BY SEPARATE PERMIT) IL' 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) rL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
m ELECTRICAL VAULT 3' 2' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
-� SEWER LATERALMIN. MIN. ELFIN. IT 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.
� INDICATES LOWERED GARAGE WHEN
FINISHED FLOOR REQUIRED PAD ELEV. 2I
FLOWS, ALONG THE TON. 7. PROVIDE A BROW P OF SCUT SLOP g 0 HANDLE 100 YEAR Q STORM
B INDICATES BACKFLOW PREVENTER REQ'D �� MAX.MAX. FL3, G� w � ti w
� i� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
12' MIN. 2% MIN fir, MIN. w w COURT ,• THAN ONE FOOT.
21 X MAX. s
MIN. w s 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
PAD ELEV. _ �RFj• a LEIGHTON do ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE
LOT N0. T FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
' 6' MIN. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
�• RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
SECTION „A-A„ 12' MIN. s » DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
2X MIN. w - PRELIMINARY SOILS REPORT.
N.T.S. 21 X MAX. PHASE TWO
s
( Z I P� _ _. � w • , 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
B SNP W y>, LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
x *r�x Y SCALE• 1= 200' 6411.
F.F. ELEV. • S
PAD ELEV. XK 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
l I I ' >"��•'.�'• � FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
Q 6 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
W . Cf ,x; �, FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
I I AFTER FINE -.r � RC V
GRADE, PROVIDE rl = Z ' o ' • 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
5'WIDE BY 1' 5' 10' MIN. <<> 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
f Y
G.F. ELEVF HIGH BERM t., HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER
Z ? OR EQUIV.
DELETERIOUS MATERIAL
MUD SILL � Q , _ • • • " w � �.' w R
s ac 1. 6' MIN. " w •
KR/W w 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
V _ w HEINTZ LANE w w " THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
w » NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
URB FACE SIDEWALK MI w . a " ", n r w T • 13Y A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRECTION OF FLOW >' 2% MIN. 12" MIN. W "
NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 X MAX. " "' Q w _ ' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
Z »� ,R PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
TYPICAL LOT FINISH GRADING „ - W ,» „ w '" w w w SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
R ADJACENT PROPERTIES.
N.T.S. N.T.S. "' a SONOMA
Re M A �P5 Pad. 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
METHODS.
w � »� �� »
Is FN ' �� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00' w ., w q��` P „ CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS.
• » » . _ e. eO „ , PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
1(� OPERATIONS.
50.00' y COURT
!n • " » w ' ( 17. STABILITY CALCULAITONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
a , '• 17G\� TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00' = a _ » » " \�� ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
: } w » 1�� , s . Q V� w VERTICAL HEIGHT.
Z „ e » " _ ' 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF
Zo s Z.) w a M » w BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
17 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
O '" imn
o w :a "
s BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
Q w ' " SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
w = " r►NE " 07 GROUND SHALL BE GIVEN.
6
to
INDEX IIIIAP 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 1!r IN VERTICAL HEIGHT, IN ADDITION TO GROUND
Y 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.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
ri 14QUANTITIES: .�' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
ITEM: QUANTITY. CHAPTER 1O.r.
FINISH GRADING 150 CY 20. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 11,C PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL BE PERMITTED.
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
-p 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 STAlf AND APPROVAL.
Call: TOLL FREE LENNAR 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 • ENGINIMMMG • SURVEYING SAN JUAN CAPISTRANO, CA 92675 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO, CA 92123 p�0 Lusk Bo,Irward . Suite C-z25 • Ban Diego. CA SE121 (714) 488-8850
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) ego-moi LD96-014GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Ess/ Designed By Drawn By Checked By 1�17196a �/ C Drawing No.
RECOMMENDED BY: DATE: C�T I Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS
MAY DROP PAD ELEV 5 AN LO 32' p lB . OF RIVERSIDE III.M. NO. T-29-81 A.
Contractor .S' BRASS DISC IN CONC. CYLINDER LOCATED FROM L
NT. OF FRONTST. t RANCHO CALIF. RD.. 1.d Horizontal h Plans Prepared Under Supervision Of
'S NX ON MW40 CALF. RD. TO NT. VATH t PRECISE GRADING PLANS FOR
Inspector ARCARITA RD., N THE N.W. COR1rE]t OF 1FIE NT. N/A � N0. 4321 ACCEPTED BY: R PAL E GIN . FOR ar�a EER ' � �L
I- OF A r CHAINLIW FENCE, 21' Y AROUND �. 3/31 ADO CHARD 0 N N AY HILLS
a °ACIP. GAS NAIVES e0' N.CALIF.P.P. XI* 9,' °°t° °� �A� ° TRACT 23101 -2
Date Com eted �� POV �p OFF MOMih"T vertical c I 1� �r MARWAN A. OUNIS
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RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT I
Call: TOLL FREE o
LENNAR HbMES FROM THE DEPARTMENT OF BUILDING AND SAFETY. �
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SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. 0 20 40 50 80 100 0
1 —800 0 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND a
422-4133 3934 MURPHY CANYON ROAD GROUP 23333 AVEN�A LA LAZA SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
SUITE B O. PLANNING . ENGINSEMG • SURVEYING SAN JUAN CAPISTRANO, CA 92675 v
SAN DIEGO, 0 92123 6540 Irk Boulevard • Suite C_225 • San Diego, CA vz121 (714) 488-$850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER SCALE- 1 " = 20 ,
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 METERS IN DRIVEWAYS. �
(di0) 550-Ml a
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE LD96-014GR o
BENCH MARK SEAL: Designed B a
SCALE ESS/ 9 y Drawn By Checked By v
MAY /8 9 DROP AD ELEV$ LOT 31-36 � RECOMMENDED BY: DATE: 1 D f'7 �/ C Drawing No. Q
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AE. OF 7'TA RD., THE FE CORNER THE NIL 1 = 20' NO. 4321
E ACCEPTED BY: DATE:_ [0-23 - f� PRECISE GRADING PLANS FOR:
CALIF. GAS' OF A CHAINI( FENCE, 21' x�16' AROUND EXP. 3/31/00 .
Date Completed OF CENTERLINE OF VALVES.
ANCHO CALIF. `NF1 . vertical .
PRINCIPAL pN R• FOR qTY ENpNEfR It
w1TNESS POST SET t' W. OF T. �, C I V t V'�?< MARWAN A. OUN15 Date Z s" 9 DON �A oLo C H A R DO N N AY H I LLS
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Expires March 31. 2000 R.C.E. No. 42993 Expires MARCH 31 2000 PHASE TWO — LOTS 32-36 Sheet 2 of 3
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Underground $@rY1C@ AI@�{ SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES;
RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
Call: TOLL FREEANZ..- LENNAR HOMES FROM THE DEPARTMENT OF BUILDING AND SAFETY.
0 20 40 60 80 IAD
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. P"
DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND
1 -800 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.3934 MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA -
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SUITE B 205 PLANNING • ERGIIdffitIldG • SURVZMG SAN JUAN CAPISTRANO, CA 92675
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SAN DIEGO, CA 92123 6540 Lusk Boulevard• Suite C-225 • San Diego. Cs 92121 (714) 488-8850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN—OUTS AND WATER
METERS IN DRIVEWAYS. LD96-0140
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By �O fi Drawing No.
SCALE Esse RECOMMENDED BY: DATE: l� CITY Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS
OF RIVERSIDE B.M. NO. T-29—81 A.
Controctor .s' BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal h Plans Prepared Under Supervision OfINT. OF FRONT ST. ! RANCHO CALIF. RD-, 1.8
PRECISE GRADING PLANS FOR:
.'S N.E. ON RANCHO CALIF. RD. To INT. 1MTH ACCEPTED BY: DAM- 10-Z-1 - 14
ARGARITA RD.. IN THE N.w. CORNER OF THE IIT. NO. 43217
Inspector E. OF A 7 CHAP&M! F04CE. 21' x lir AROUND 1 20' , EXP. 3/31/00 el„� Date F z s-9 PDON SpA oN FOR CITY ENaNI;ETt C H AR DO N N AY HILL
CALIF. GAS VALVES. 4O' N. OF P.P. (NO.f), 94'
OF CENTERLINE OF RANCHO CALF. Ra. FIBER vertical �, �, ,, ,�. .� MARWAN YOUNIS TRACT NO. 23101 -2
Dote Completed SS rMTNESS POST SETT 1' W. OF MONUMENT. 4 CAt1�
DATE 0-1 az ELEV. 112&410 NSA R.C.E. No. 43217 Expires March 31l 2000 R.C.E. No. 42993 Expires MARCH 31, 2000 PHASE TWO — LOTS 51 -55 Sheet 3 of