HomeMy WebLinkAboutLot 1-4 Precise Grading PRECISE GRADING PLANS FOR *
LEGEND:
PAD PAD ELEVATION
FF FINISH FLOOR GRADING NOTES:
GFF GARAGE FINISHED FLOOR
FL FLOW LINE1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM
HP HIGH POINT H I AY H I !S BUILDING CODE, 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 SLOPES.
3 = PLAN NUMBER TRACT 23101 3 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
yD<R
A = ELEVATION
= REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
.2' DF ALL FILL SLOPES OVER 5' HIGH.
DEEPENED FOOTING (DEPTH AS SHOWN)
0-0 STREET LIGHT
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
Dc< FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RETAINING WALL (BY SEPARATE PERMIT) BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
(ALL WALLS ARE TYPE I-B, PER CITY OF
N FOR ALL FILLS OVER 1 DEEP.
TEMECULA STANDARDS UNLESS NOTED MIN op ar 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) E 9 TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
® ELECTRICAL VAULT 3' 2' ELEV. IS EQUAL TO OR GREATER s E _' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
T� SEWER LATERAL MIN. MIN. GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
WATER LATERAL A of" THAN BLDG. PAD ELEV. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
6 MIN t► "o OF CUT/FILL SLOPES.
�®
� INDICATES LOWERED GARAGEas
' MT1. ■ ae 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
FINISHED FLOOR PAD ELEV. I- FLOWS, ALONG THE TOP OF CUT SLOPES.
BF INDICATES BACKFLOW PREVENTER REQ'D 12" MIN. 2.1 MAX.
3'
DEEPEN # i 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
FOOTING 276 MIN. , MIN. i . THAN ONE FOOT.
WHEN 2176 MAX.
r REQUIRED " MIN. ■ i , S/TE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
I .� RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
LOT N
_ PAD ELEV. _ i i 4:, LEIGHTON & ASSOCIATES DATED AUGUST 26, 1999. TWO SETS OF THE
• FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
� ` °
�� a ' R DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
SECTION " A" 12" MIN. (SEE FOUNDATION PLAN) a
>_ o z � A=,,,,� � i s a � ,, � T + DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
N.T.S. 2% MIN. i ■
PRELIMINARY SOILS REPORT.
I z I 21 X MAX. ` 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
NNWDRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
+ 6411.
F. 84C10
11. CUT P T
F F ELEV ar � ,(j,� SLOPES EQUAL 0 OR GREATER THAN 5 IN VERTICAL HEIGHT AND
PAD ELEV. FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL
I , i BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
• i • „ FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
AFTER FINE i CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE rL '�
/ G.F. ELEV 5'WIDE BY 1' 5' 10' MIN. ■ * " 4 ` • " ` 4 s • 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
HIGH BERM * " HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
:2OR EQUIV. I MUD SILL DELETERIOUS MATERIAL.
, x 10 6" MIN. *'R4C a ■ i ii
, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
IIIIIIIIIIIIIIiI • i a
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK 29; Ml N. • # i NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
a BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRECTION OF FLOW >' 2% MIN. 12" MIN.
a
2176 MAX.
` 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
NOTE: G.F. ELEV. IS AT THE FRONT EDGE ■ '4 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
TYPICAL LOT FINISH QRADING :8-13a SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
,,,,, SECTION, "
. 4 i a a ADJACENT PROPERTIES.
i
N.T.S. N.T.S. 1
• 5. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
M METHODS.
50.00' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
SCALE.- "=200 a � a ■ � CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
• 1 - BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
" OPERATIONS.
• 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND Q FIVE-
01 (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00' ,. '� ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
a • VERTICAL HEIGHT.
Q 18. A REGISTERED rJ\ L ENGINEER SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
QBE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
b SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT0 Lo o,
o GROUND SHALL BE GIVEN.
.. MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH N
INDEX
SCALE: 1" = 200' ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND 00
PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR z
SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON m
O
UANTITI,ES: ; RO CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. I
SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT W
CUT = 120 CY IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., F
FILL = 120 CY CHAPTER 10.r.
o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT a
LA NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL BE PERMITTED.
I
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
CHARDONNAY ILLS MODE OTPRINT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �
.� �.. 9�` a.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT NI
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY i'
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING o
SOILS ENGINEER: N ]PRIVATENOTE' CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Service Alert R. PLA S PREPARED BY: PLANS PREPARED FOR: -- . .-s H,�' �Y SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 04
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STAB AND APPROVAL. 0
Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. QI
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR =
800 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS
422-4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 i FOR APPROVAL BY THE CITY. VICINITY MAP _
SUITE B 205 PLANNING • NG�Q * G MISSION VIEJO, CA 92691
N.T.S.
SAN TWO WORKING DAYS BEFORE YOU DIG 6 9 DIEGO, O O 92123 6540 Lusk Boulevard a Sui so-225 9 San Diego, CA 92121 (949) 598-8500
LD99--147GR �
a
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��� Designed By Drawn By Checked By Drawing No. is
CO. OF RIVERSIDE B.M. NO. T-29-e1 A. y JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS RECOMMENDED BY-.-.,ZZDATE. Ar?, CITY OE TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM ,
THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Horizontal N Plans Prepared Under Supervision Of N
9 n PRECISE GRADING PLANS. a
Ml.'S N.E. ON RANCHO CALIF. RD. TO INT. MATH I
Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A � �• 43217 � ACCEPTED BY: DATE:
-y_ .._ DEPUTY DIRECTOR OF PUBLIC WORKS
1 E. OF 7 CHAINLINK FENCE. 21 x 16 AROUND Vertical
3/31/oO pate 9 RONALD J. PARKS H A R -
Dote eta
N. OF CENTF. ERLINE VALVES,
RANCHO'CALIF'RD"F FlBER 94, ,E c y MAR WAN A. OUNI S C D O N N A Y HILLS TRACT 23101 -3, PHASE 1
Pl GLASS WITNESS POST SET 1 W. OF MONUMENT. �``
ADJ. DATE 9-13-82 ELEV 1128.410 N/A R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 1 th ru 4 AND A th ru D Sheet 1 of 2 0
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Underground Service Alert
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
Call: TOLL FREE LENNAR HOMES
LEIGHTON & ASSOCIATES OF CALIFORNIA INC.
1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR.* STE. 200
N
4221111111111111111114133 MISSION VIEJO, CA 92691
SUITE B 205 PLANNING EFIGMEEMG RVEYING LD99-147GR
SAN DIEGO, CA 92123 Ow Lusk Boulevard 0 Suits C-225 0 San Diego, CA 92121 (949) 598-8500
or
TWO WORKINIG DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901
Drawing No.
ACC DATE BENCH MARK SEAL: Designed By Drawn By Checked By B
BY DATE REVISIONS CITY OF TEM ECULA DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION.. RECORD SCALE JOHN SPOTTS RECOMMENDED DATE:-
CO. OF RIVERSIDE B.M. NO. T-29-81 A. JOHN SPOTTS ETHEL PARRENAS
Contractor 1.50 BRASS DISC IN CONIC. CYLINDER LOCATED FROM Horizontal Plans Prepared Under Supervision Of
THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Ul �6 PRECISE GRADING PLAN S: witMI.'S N.E. ON RANCHO CALIF. RD. TO INT. VATH ACCEPTED BY: DATE:. 04
MARGARITA RD., IN THE NX CORNS OF THE INT. 1 20' NO. 43217 DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector 1' E. OF A 'r CHAINLINK FENCE, 21' X 16' AROUND EXP. 3/31/00 Date ako-dT'? RONALD J. PARKS CHARDONNAY HILLS-TRACT 2,3101 -39 PHASE 1
SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO-/ "t Vertical. MARM N A��YOUNIS
N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- LOTS 1 thru 4 AND A thru D Sheet 2 of 2 C5
Date Completed CLASS WITNESS POST SET V W. OF MONUMENT. N/A OF N R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001
ADJ. DATE 9-13-152 ELEV. 1128''410
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