HomeMy WebLinkAboutLot 36-38 Precise Grading PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR CHARDONNAY H I LLS TRACT 23100 1 GRADING NOTES:
GFF GARAGE FINISHED FLOOR 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
FL FLOW LINE
HP HIGH POINT MODELS LOTS 36 - 38 C 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
4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
--Y0 ALL FILL SLOPES OVER 5' HIGH.
0.2 DF R = REVERSE PLAN DEEPENED FOOTING
° STREET LIGHT '
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
• COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
boa FIRE HYDRANT • • BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
RETAINING WALL (BY SEPARATE PERMIT) Q FOR ALL FILLS OVER 1 DEEP.
(ALL WALLS ARE TYPE I-B, PER CITY OF ,.
TEMECULA STANDARDS UNLESS NOTED I • • " » • ,. » » + 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) rL . _ TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
• GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
m ELECTRICAL VAULT MIN. M?N. ELEV. I EQUAL TO OR GREATER • � � � CERCLE CHAMBERTIN CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION
SEWER LATERAL DEEPENED I THAN B . PAD ELEV.
WATER LATERAL FOOTING • ' • . w » a OF CUT/FILL SLOPES.
WHEN 51 r • _
INDICATES LOWERED GARAGE REQUIRED I • ' " G� S, 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
FINISHED FLOOR PA9 ELEV. FLOWS, ALONG THE TOP OF CUT SLOPES.
INDICATES BACKFLOW PREVENTER REQ'D 2:1 MAX. E » .
�•� 3' :. 2 » » G`j` 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
V SCALE:- 1 =?AD THAN ONE FOOT.
1 MIN. 2x MIN. � MIN. a PROMENADE CHgRpONN •
2171► MAX. _
MIN. i A y w 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
r' fyj�� Alt RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
PAD.ELEV. _ S •• 0 LEIGHTON & ASSOCIATES DATED MARCH 25. 1991. TWO SETS OF THE
LOT N0. » 4 w .Q FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
w 0,9 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
» �' MIN. 'It MIN. . w p RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
EGT14N "A-A7 PLACER BELAlR " DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
o 2R MIN. " •' PRELIMINARY SOILS REPORT.
N.T.S. 2171; MAX. • • • w w
I B I • " ' " . s 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
» rO 7 ' ' • w w LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
o-- -�- I p • DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
• • w M • w BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
+ t� xl + • • ' w 'a • 6411.
F.F. ELEV. �d , • 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
PAD ELEV. • ��� » » � w ,�� _ FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
a �� • LP .. FROM EROSION AND IBE PLANTED WITH RNSTABILlTY IOR NND COVER ACCORDANCE WITH ORDINANCE PROTECT THE NO.
q • w a • x
I I AFTER FINE » ��/ G�� w 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE � � 4 » .� Q
i I 5'WIDE BY 1' 5' 10 MIN. » » • • 12. NO FILL SMALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
G.F. ELEV HIGH BERM + » G� • • . • • . O HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
OR EQUIV. I MUD SILL w V w ��,P� DELETERIOUS MATERIAL
s 1. 6' MIN. a s
x " • OF,p' • 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
» Fl • NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
_ CURB FACE SIDEWALK--' I_ a. . IS G� w BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRECTION OF FLOW r 2X MIN. 12' MIN. •
21 X MAX. • • • • w 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
NOTE: G.F. ELEV. IS AT THE FRONT EDGE • PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
TYPICAL LOT FINISH GRADING - ' � �AVRE�1 PO SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
EM�N n w • O ADJACENT PROPERTIES.
CH �
N.T.S. N.T.S. ' a MODEL SITE, ` ,
15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
as
' JFO METHODS.
' co
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
» CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
50.00' • » • • �p�
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
» BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
50.00' M COL)R BEAUNE OPERATIONS.
» 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
» TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
OO 50.00' " ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
» VERTICAL HEIGHT.
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
O BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
0
GROUND SHALL BE GIVEN.
i�
t°
INDEX MAP 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH
SCALE: 1" 200' ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTIHER APPROVED GROUND
PROJECT COVER. SLOPES OVER 1T 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.
QUANTITIES: SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
t IIIJ IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
ITEM: QUANTITY: CHAPTER 10.r.
FINISH GRADING 60 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
WROUGHT IRON FENCE (H=39-) 520 LF NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
PAINT 4' WHITE STRIPE 270 LF 21. NO OBSTRUCTION OF FLOOD PIANS OR NATURAL WATER COURSES
PAINT HANDICAP PARKING SYMBOL 2 EAS SHALL BE PERMITTED.
CONSTRUCT V AC PAVEMENT 4,200 SF
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
MODEL FOOTPRINTS
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
-19 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
PRIVATE ENGINEER'S NOTE; I,� CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
THE PRIVATE ENGINEER SIGNING THESE PLAINS IS RESPONSIBLE FOR ATE AND APPROVAL
Call: TOLL FREE ANZ.. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
LEIGHTON & ASSOCIATES BRAMALEA 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 27432 CALLE ARROYO FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-4133 SUITE B 205 PLANNING • G • SURVITNO SAN JUAN CAPISTRANO. CA 92675 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO, CA 92123 �0 u„t Boulevard . Suite C_225 • San Diego. CA BE121 (714) 488-8850
TWO WORKING DAYS BEFORE YOU DIG 619 292-8030 (619) 550-Ml LD96-012GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL' ��� � Designed By Drawn By Checked By =- CITY OF TEMECULA LA Drawing No.
RECOMMENDED B DATE: 3- 9G DEPARTMENT OF PUBLIC WORKS
OFRIVER9BE M- NM T-29-61
Contractor .5. BRASS 0150 OONG CYUHM LOCATED FROM Horizontal
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NE ON CALST. & RANCHO IF. RD. MT' X1''8 Plans Prepared Under Supervision of PRECISE GRADING PLANS FOR:
Inspector ARGARfTA RD.. IN THE N.w CORNER OF THE WT. N/A No. 4321 ACCEPTED B .PRINCIF ROINEER. FOR CITY E DATE:
EER
E. OF A r CHAI�11.l1K FENCE, 21' x 1r AROUND UP. 3/31/96 C HAR DO N NAY HILLS
CALIF. cAs vAl,VM 4D' N. OF P.P. (NO. �• a �► Date 3 d- 9G STEVEN W. CRESSwELL
Date Completed OF WCE�ITESS pF RANGf10 CALIF.WT 11 W. - vertloar �MONUMMT. ' v 1� �� MARWAN A. OUNIS TRACT 23100
DATE 6-13-4G". 1126.4/0 N/A �� R.C.E. No. 43217 Expires March 31, 19% R.C.E. No. 47180 Expires DEC. 31, 1999 MODELS LOTS 36-38 Sheet 1 of 2
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Under d Service Alerf SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES:
9 RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
FROM THE DEPARTMENT OF BUILDING AND SAFETY.
Call: TOLL FREE LEIGHTON do ASSOCIATES BR MALEA CALIFORNIA, INC. 0 20 40 60 80 100SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST.
1 -800 3934 MURPHY CANYON ROAD GROUP 27*52 CALLE ARROYO � DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND '
SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-4133 SUITE B 205 FLANNIM • ZNGDflMWG • SURpZTWG SAN JUAN CAPISTRANO, CA 92675 SCALE- 1 = 20
SAN DIEGO, CA 92123 0640 Lusk Boulevard • SWte C-225 • San Mago, CA 92121 (711) 488-8850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
TWO WORKING DAYS BEFORE YOU DIG (619 292-8030 (0io) No-ml METERS IN DRIVEWAYS. LD96-012GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH] MARK SCALE SEAL: , Designed By Drawn By Checked By Drawing No.
OF RIVERSIDE B. T-�-� A RECOMMENDED DATE: 3"/t-x CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS X
Controetor .6' MASS OW I CVLNOER LOCATO FROM Morizontd
MT. OF FRONT ST ! RANCi40 CALF. RD.. 1.8 - - Plans Prepared Under Supervision Of �t PRECISE GRADING PLANS FOR:
.'S KE ON RANCHO c�F. RD. TO INT. V87H _ ACCEPTED BY: DATE: �" T� +
""`�"'°TA '�CHA LJ "'" �°` OF 7W OD ' _ "° �" CHARDONNAY HILLS
Impsetor 20 PRINCIPAL EER, FOR CITY ENANEER I
E OF A T CHAl10.M11( Z1' x tA' AROl1ND EXP. 3/31/!iB It Date 8-44
CALIF. GAS VALVES. N. OF P.P. (MM- P4' i STEVEN W. CRESSwELL
Dab c«„aet.e ai0CENTERLINE SU V YL CALIF. _ V�tied �f) , V , ,r MARWAN A. ouNls TRACT NO. 23100- 1
DATE 1 1111110.tv
02 . 1120.410 NSA ¢ apt R.C.E. No. 43217 Expires March 31. 1996 R.C.E. No. 47180 Expires DEC. 31. 1999 MODELS LOTS 36-38 Sheet
01 2 of 2 i
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