HomeMy WebLinkAboutLot 16-18 - Precise Grading LEGEND
H,GH PO ,C PROJECT SITE
PAD ELE . -0.3' IN.
TOP OF CURB 0000. 00 B
T. C. PALOMA
DEL , 0 ,,
FLOW LINE F. L.
BIZ �Iz
HIGH POINT H. P. Ll� _ +
RAHO Cq�lFggNlq ROAD
W IS' TYP. � 5' TYP. � A T N 24131 = 2 �
FINISHED GRADE F. G. (EXCEPT ( CEPT � ROAD
A 5' A RE (' TR C 0
5, C RE D D c '
FINISHED SURFACE F.S. MIN MI MIN MI
NOTED) TED) a\S�! N
GARAGE FLOOR GF 0000. 0 IF IF PRECI E GRADING PLAN
PAD ELEVATION PE 0000. 0 Utz 'iz xlz '1 ��� VIA RAMI KO
- LO PAUBA
FINISHED FLOOR FF 0000. 0 m W
MODEL ITEg GAGE op ►W
I--
WATER SERVICE W z z �, SAN�,AGO �P �;
NN < ROAD c m
SEWER SERVICE S 0+ c NL b" W o v�
AIR RELEASE VALVE t2
N _
v
FIRE HYDRANT ` Y
TYPICAL SIDE YARD D AINAGE � D PRDo �9y
DRIVEWAY V TO(q
POD
STREET LIGHT
SLOPE 12" MIN. P/L 8 ' MIN. EILDG. PAD HWY. 79
EXTRA DEPTH FOOTING ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. TO SAN DIEGO
INDICATES AMOUNT OF
COMPACTED VICINITY MAP
EXTRA DEPTH FOOTING BERM
NOT TO SCALE
ACCESS RAMP
12" VIN.
LOT NUMBER a 2: 1 MAX. 2% MIN.
2% MIN. SECTION A - A 21 % MAX.
INDICATES MODEL GRADING NOTES
FOR SIDE YARD SLOPES GREATER
UNIT TYPE 8n( THAN 5 ' IN VERTICAL HEIGHT I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO,
B AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION 12" MIN. ABOVE PAD ELEV. 2. MINIMUM BUILDING PAD AND DRAINAGE SWAL.E SLOPE SHALL BE ■ 1%. DRAINAGE SWALES
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM
THE TOP OF CUT OR FILL SLOPES.
THIS LOT REQUIRES A BACKWATER VALVE 2 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER SECT. 409 OF U.P. C. PER APPROVED - ROUND OFF TOP 3 2� 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OFF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 22 FILL SLOPES OVER 5 ' HIGH.
5 ' 4 21
5 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
I WITHIN STREET R/w2-0
SE STREET IMP. PLANS FOR 6 VID PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS
�'
R/fiE T OVER I ' DEEP.
aT
e' 4' S e l9 Q N 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B - B SIDEWALK - W 9 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATER INSTALL 30 ROUND GRATE T *V7 J 09 Z GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
THAN 5 ' IN VERTICAL HEIGHT I 'N 4 1016 90 f- ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
INVERT Of PPE 1/2' I 111 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
= �
ABOVE GUTTER FLOW / I2 14 9Z N T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
5 ' MIN. P/L " LINE _ - - - - W O 1j 93 TOP OF CUT SLOPES.
6" MIN. 5 MIN. 6 MIN. �- li 3 A.B.S. (SDR 35) OR 3 CARLON 1 4 �Z _Z q� �0 8. F I NAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 ' MIN. I ' 1 ' 3 ' MIN. CURB �TER 3' P.V.C. ISCH. 40) 3"x 3'x 3" TEE l
(ALT. 3' A.8.S. SDR.-35 A,� 2 aj 1,1 � % ONE FOOT.
MUDS I LL MIN. MIN. MUDS I LL INV. ELEV. � GUTTER FLOW
L INE + 0. 14' ( 43 10 V qt• 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
qqj THE PRELIMINARY SOILS INVESTIGATION BY:
3 CURB OUTLET 5 a % 107- CONVERSE CONSULTANTS DECEMBER 23, I988
11 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12" MIN. 12 ' MIN. CONNECTION DETAIL IOD ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
v/ V MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN2: 1 MAX. 6" TVP. 2% MIN. (ENS MEMr PF - R6'QUIREI) 5 4 cE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
.
21 % MAX. 21% MAX. 3 Z I 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SECTION C - C REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
APPROVED EQUAL IN TURF AREAS
3' SHEEP WITH 3" ROUND GRATE OR 40.00 39. 00 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
40_00 EACH LOT.
TOP OF GRATE tT.G.) j oo INDEX MAP 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
P/L ELEV. PER PLAN oo SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
5 ' MIN. I� 111N. PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' MIN. 11 ; PE 0000.0 PE 0000.0 PE woo.o SCALE : 1 " = 200 ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
9 MIN. O FF 0000.0 O FF Opo0.0 O
MUDS I LL MIN. 6" MIN. ___ - O FF 0000.0 0 ,n THE APPROVAL OF FINAL INSPECTION.
801 'n ® 803 v 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
' FOR ADDITIONAL OUTLET USE 602 A
3" TEE As REQUIRED 0000.0a 0000.0 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
�0• LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. AREA DRAIN DETAIL 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
5 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONSTHUCTION NOTES 6 QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
21% MAX. ITEM TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
N0. QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ___!
SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS I CONSTRUCT 0. 25 ' A. C. OVER COMPACTED NATIVE MATERIAL 3900 S.F. IL
I5. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
(To BE REMOVED AT sEEM0 EL PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0
-- 2 INSTALL 3 ' HIGH WROUGHT IRON FENCE MODEL CONVERSION) Coat /99 L.F. 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
SCALE: I ' = 30 ' (TO Br-9E9UVI7ff-TT-
CONSTRUCT HANDICAP PARKING SYMBOL MODEL CONVERSION)ONl 2 EA. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
3 �
SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
Underground SerV l ce Alert L.F. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER CD
BENCH MARK EA. U.P. C. CHAPTER 10. R.
Robert Bein, Wi l l'ia m Frost & Associates w
COUNTY OF RIVERSIDE B.M. NO. T-29-81 4 CONSTRUCT 4" P. C. C. SIDEWALK, 5 ' WIDE MODEL CONVERSION) 35 S.F. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Cf)
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS S SURVEYO S 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. -
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 5 LOT GRADING ( 4 LOTS X 15 C.Y. /LOT) 60 C.Y. U
-800-422-4 133 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE W
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,I N THE N.N. G INSTALL 3�PVC AREA DRAIN 5r'fSTEM ENCRO,gCAMtsMf' PERMIT REQUIRED L.F COR-
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INK FENCE, 21 ' z 16' O C ) 60 RECTION LOFAERRORS ORSOMISSIONSIIDISCOVEREDREDURII NGBCONSTRUCTION.ILITY FOR UPON
s� AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE O CONSTRUCT AREA DRAINS FM DETAIL ON 5.4T W. I 17 EA REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' N. OF MONUMENT. I
TWO WORKING DAYS BEFORE YOU DIG
ADJ. DATE: 9-13-82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK S/ Desi Designed B Drawn B Checked B
SCALE RECOMMENDED BY: .c. DATE: / N
GL AC/GL -- 11��� CITY Y O IC TEMECULA DEPARTMENT OF PUBLIC WORKS Drawin No .
OWNER /DEVELOPER P
Contractor Horizontal Plans Prepared Under The Supervision Of .
Inspector MESA HOMES cr AS SHOWN NO. ACCEPTED BY;
48393 � 6,(�,� Dote '_ _� � DATE: )'(lis`/ TRACT N0 . 24131 - 2 z '
27555 YNEZ RD. SUITE 200 t A _ PRINCIPAL NGINEER, FOR ITY ENGINEER
EXP. 6-30-98 GREGORY T . L BLANC 1 RAYMPND A. CASEY
TEMECULA, CA 92591 Veftical sq� CIVI\- � PRECISE GRADING PLANS
Dote Completed R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 _Expires 3-31-96 Q
(909) 676-7290 N/A o� CA�.�F pI o t s 16- 18 MODEL SITE Sheet 1 at m
J . N. 400726
W
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LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97
LOT 89
LOT 88
LOT 87
LO-T 86
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17 9 803 I i 801 ttI SCALE: 1 " = 20 '
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LOT T 15
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01 1 z ?N p I FG Jy H. . - I Fb N FF 1197.2 P E= 119 5 . 5 LOT 14 LOT 13 LOT 12 LOT I I LOT 10
1 MIN 1 g g,9 FF 1198. 0 I PE 1196. 5
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1 N.M/N. 21 99.2 _ \ 9 3
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�0 6 49.27 LOT 132 OPEN SPACE NOTE:
1 53.55 �+ rA/N1NG WALL
1 SE ARATE P�IQM/T �P/W I. ALL DIMENSIONS AND ELEVATIONS ARE IN FEET.
6 _ 2. F.L. ELEVATIONS AT THE CURS FACE REPRESENT
1
2� THE F.L. OF THE 3" P.V.C. DRAIN LINE.
1 •Sl
1
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1
MONTELEGRO - - - - - - -
WAY - - -WAY - -
- - -
I - -
Underground SerVLce Alert
Robert Bein, William, Frost & Associates I
c' PROFESSIONAL ENGINEERS, PLANNERS g SURVEY RS
CALL TOLL FREE �
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590
/ (909) 676-8042 I
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE ?GESS/ Designed By Drawn By Checked By
RECOMMENDED BYDATE: //• // C I T Y O I T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No .
T. G. LEBLANC D. BOWDEN �
Contractor Horiiontal B �'►
�� �d % Plans Prepared Under The Supervision Of
I " - 20 ' �� ACCEPTED BY; DATE: ()" TY TRACT N 0 0 24161 - 2
Inspector SEE SHEET 1 48393 _ - _ I•��t Date //�7-'�. PRINCIPAL' ENGINEER, FO CITY ENGINEER
t ¢ RAYMOND A. CASEY PRECISE GRADING PLAN-MODEL SITE
I EXP. 8-30-98 GREGORY EBLANC
A Vertical `!'l CIV1�- �P
Date Completed R.C.E. No. 48393 Ex ires 6-30-96 R.C.E. No. 41880 E:
' N/A 9'F � CA�.�F� p A i r e s 3-31 -96
LOTS 1 6 - 18
She 1 2 of 2
J . N. 400726