HomeMy WebLinkAboutLot 14-17 Models-PGP a PW
LEGEND
PROJECT SITE
TOP OF SLOPE T.S,
24131 - 1
TOP OF CURB 0000.00 " I� B NO ,
T.C. 1
FLOW LINE F.L. 19 Typ• >y rn.
ErmPRECISE GRADING PLAN
HIGH P❑INT H.P. A 5' A C 5' 5' C MERE D D
MIN IQ�ID MIN MIN IQtEID TMIN
FINISHED GRADE F.G.
FINISHED SURFACE F.S. z ii D E SITF - 17
i X: Z:
I I ITS 14
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 VIA RAMI
m Z g co g s` m r =, PAUBA
FINISHED FLOOR FF 0000.0 i� MA �X. � " � m i0 r
WATER SERVICE WI PROJECT SITE VIA BANDE 30
,s _. - ROAD 7 aid
SEWER SERVICE S TYPICAL SIDE YARD RAINAGE 17 05 82 U 3, kb
J2
AIR RELEASE VALVE W / 2%
** DISTANCE FROM FRONT PROPERTY CORNER 0 THE GARAGE -i
� W
FIRE HYDRANT ` Y CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. >s n 77 i 33
74 C.1 � ¢� PIO?ICEDRIVEWAY meq`
VW-CORDAR t RD.
12 P/L MIN. 8 14 73 MIN. BLDG. PAD
35
STREET LIGHT p- ABOVE PAD 5' MIN. 3' MIN, ELEV. 7$ az
SLOPE I I COMPACTED " (L HYY. 79
' MIN. 13 7' 04 60EXTRA DEPTH FOOTING BERM �� 70 so ' 37 TO SAN DIEM
30
INDICATES AMOUNT OF °S
EXTRA DEPTH F❑❑TING O so se n VICINITY M
2' MIN. v .a
2:1 MAX. 2% MIN. . ,o " S7 b NOT TO SCALE
ACCESS RAMP MI 2% MIN. _ 21% MAX, a "7
SECTION A ,z x 41
LOT NUMBER Fx_1 FOR SIDE YARD SLOPES GREA R 7 -' " s, °' °6 'Z GRADING NOTES
INDICATES MODEL THAN 5' IN VERTICAL HEIGH • s, 92 a s .,
UNIT TYPE 12' MIN. ABOVE PAD ELEV. s .. 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
4 : 44 48 AS AMENDED BY ORDINANCE 457.
� 47
' so 40 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATI❑N ROUND OFF TOP \ DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
WATER BLOW-OFF P/L
CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
� I
THIS LOT REQUIRES A BACKWATER VALVE 5' 3, MAXIMUM CUT OR FILL SLOPES = 24,
PER SECT. 409 OF U.P.C. PER APPROVED - 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (9EE WvINDEX
EX MAPS MAP FILL SLOPES OVER 5' HIGH.
SCALE : 1 " = 200' SCALE: 1' = 200' 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SECTION B - B SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
® LOTS INCLUDED PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
FOR REAR YARD SLOPES GREATER
OVER 1' DEEP.
THAN 5' IN VERTICAL HEIGHT PAVING NOTES 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
6' MIN.
5' MIN. P/L 5' MIN. 6' MIN. 1 . Minimum parking lot grade sha I I be one ( 1 .0) percent . GRADE, ELEVATION AND L❑CATION OF CUT / FILL SLOPES,
3' MIN. 1' 1' 3' MIN. 2. Minimum grade for ribbon drains sha I I be 0.35 percent . 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
MUDSILL MIN, MIN, MUDSILL TOP OF CUT SLOPES.
3. An approved so i I sterilizer sha I I be used on oil subgrade surfaces 8. FINAL C❑MPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
prior to placement of paving.
3'x4' CONC. 3'x4' A.C. 3'x4' CONC. ONE FOOT.
PAD STOOP 4. Asphaltic emulsion (fog seol shall be applied not less than fourteen
3'x4' CONC. STOOP P ( 9 ) PP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA?IONS OF
12' MIN. 12' MIN. STOOP 40.00' 40.00' ( 14) days following placement of the asphalt surfacing and shall be THE PRELIMINARY S❑ILS INVESTIGATION BY:
applied at a rate of 0.05 gallons per square yard, asphalt emulsion
shall conform to Sections 37, 39 and 94 of the State Standard CONVERSE CONSULTANTS
2% MIN. 2'1 MAX. 6' TYP. 2% MIN. /40.00' Specifications . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTE TO THE
21% MAX. MIN. 21% MAX, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN REC❑M-
S E C T I O N C - C 5. The subdivider or contractor sha I I apply to the City of Temecula MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
Department of Public Works for an encroachment permit for all work ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT.
within City right-of-way.
o 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
UDEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
S� v 6. Two special inspections ore required by the Department of Public REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
5 MIN. P/L _ 8 0 �n ;,� Works , one inspection of the time the base is placed and the second TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
o 00 when the A.C. has been placed . EACH LOT.
3' MIN. 1' in C> N X
MUDSILL MIN. X `n M 0 M 7. The contractor shall be responsible for the clearing of the proposed 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
6 MIN, work area , and relocation and cost of all existing utilities . The SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
6' MIN. 3 City shall be informed 48 hours prior to beginning of construction PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
:d 1 2 at (909) 694-6411 . EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
AA A THE APPROVAL OF FINAL INSPECTION,
4 .
4 . S. A compaction report by a Soils Engineer shall certify 95 percent
12' MIN. T 211 MAX, Ucompaction of base prior to ca I I for second inspection and a 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
placement of asphalt paving. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT
2% MIN.
21% MAX. LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
SECTION D - D 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA-
CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
TYPICAL 3VERALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
1
LOT GRADING (3 LOTS x 15 C.Y./LOT) 45 C.Y. 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SCALE: 1' = 20' Q CONST. 0.25' A.C. OVER COMPACTED NATIVE MATERIAL 2070 S.F. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
CONST. HANDICAP PARKING SYMBOL 1 EA. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
® PAINT 4" SOLID WHITE PARKING SPACE LINES 72 L.F, TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER
BENCH MARK
�5 INSTALL WHEEL STOPS 4 EA. U,P.C. CHAPTER 10,R,
Robert Bein, William Frost & Associates COINTY IF RIVERSIDE BX NO. T-29-81 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PR❑FESSI❑NAL ENGINEERS,
PLANNERS & SURVEYORS 1112' BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590 AND RANCHO CALIFORNIA ROAD, 1.8 NDfS NE. ON RANCHO CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 TO THE INTOUCTIQI OF RANCHO CAI-MIA ROAD AND MARGARITA ROA4IN THE NY. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
,,,,� CURNER OF THE INTERSECTO 1' E OF A 7' CHAINLINK FENCE 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTI❑N, UPON
AROUND SO, CALIF. GAS VALVES, 40' N. IF PP. 0111) 94' N. OF THE CENTFRLM REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CALIFORNIA ROAD, FIBERCiASS FITNESS POST SET I' W. OF GCOT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WL1HZKING DAYS BEFORE YOU DIG
AD. DATE 9-13-82 ELEV. 112a410 LD96 - 011 GR W
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE Q�p4ESSIpH Designed B Drown B Checked B Drawn No.
�/ JOHN LeSAGE ADEL CASA❑ JOHN LeSAGE RECOMMENDED B DATE CITY ❑E TEMECULA DEPARTMENT OF PUBLIC WORKS
OWNER/BEVEL❑F ER ��' t�-` fi
i
Contractor Horizontal ,�`� ��` !` 6, P nns repnred Under The Supervision Of
vt
RICHMOND AMERICAN MES AS SHOWN No.43090 ACCEPTED BY. DATE .T-�-'i TRACT N❑. 24131-1
W
Inspector cc awe Date PRINCIPAL EN EER, FOR CITY ENGINEER N
27555 YNEZ ROAD, SUITE 202 � Exp. 3/31-00 =} M I CHAEL TYLMAN STEVEN W. CRESSWELL
TEMECULA, CA 92591 Vertical Ir �,�,� ,� PRECISE GRADING PLANS _
Date Completed (909) 676-7290 N/A �lF OF C A` E4�� R.C.E. No. 43090
Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99
MODEL SITE, LOTS 14-17 1 2
Sheet of
b
J.N. 400939 DATE ; 2-29-96
I
- MONTELEGRO WAY -
t N
11 G M
20 10 0 20 40 60 I
GRAPHIC SCALE IN FEET
�At
N�h�G'
('o
p 64.19' per'p
71.68' 64.73'
0]
�• - p• F o Iltrl•
7 h F�' 8 ro FG o +,
35' 1159 9 8 19A co
0' S' 35' � 1160.C.
25' PE 1159.8 -- F-�-, N 1' 1.6 61.6
1. 15'' t
10, 1 �• 0. 60.9 F - -- ----
16' r FG --
60G2 FG 16;
+ P E 1161.6
- - FF 1162.3
PE 11609 lo' 18
tib' 15 FF 1161.6 PE 1162.3
Z .1Z m Fs. S9-Ba I 10. 17
I -" PARKING �1 PE 1160,2 v
4 TYP. „ FF 1160.9 10 16 {
0
FG
TYP. 5 v 2 +
.7 3R
[00.0 2 F5. A FG
158.54 FS. 1 R - A \ Go.6
58.60 6U.2 :_[ L
S' X A 9q� GF 1161.8 Fl. bb
,
1 -f 3 58.28 � 5 .2 F L,G 6
F.S. O GF 1161.1 10' ; 10'
N . 10' GF 1160.4 FL,&l3 6o.g 61 .6 ,
co rn 58.30 60.2 FG b0• FG
e N F1-, °� 1.08'
O 2 57.92 F.S. 6' F O _ g9. b
58.32 F.S. 58.20 aF� 00 00
I►, 59 11.43'
L, 55.
� . F.S. �t r, �� N
62.89' �+ 68.19' 68.1 5 W
W o x 5 S W
Oh ho' G ►�� �' hp V.
o "3 TRAP FEAIC/n/G rho,
G
N CALLE
0 CARABANA
0
Underground Service Alert
0
CALL TOLL FREE Robert Bein, William Frost & Associates
PROFESSIONAL ENGINEERS, PLAM,ERS k SURVEYORS
1 -800-422-4133 27556 YNEZ RDAD, SIE. 400•TElEGD G. 091
(909) 676-8042 , FAX (909) 676-7240
N
TWO WORKING DAYS BIEFORE YOU DIG LD 56 -0// GR w
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ,01ss/p DESIGNED BY DRAWN BY CHECKED BY _ Drawing No .
Q JOHN Le SAGE ADEL S. CASAO JL RECOMMENDED BY:
DATE-CITY OF T E M E C U L A DO�ARTfaT OF Ptd I c wORKS
HORIZONTAL Quo ��-� A' T�
Contractor ```' �C� lf� P I Dns P por ed Under The Supervision Of
1 " - 20' W i No.43o90 y ACCEPTED BY: DATE: TRACT NO . 24131 - 1
Inspector SEE SHEET NO. Exp, a/31-co
d 'O AlL Date: I PRINCIPAL ENGI ER, FOR CITY ENGINEER
4z STEVEN W. CRESSWELL
Date Completed VERTICAL ,rfCIV l` �� MICHAEL A TYLMAN 3-31.00R.C.E. _ PRECISE GRADING PLANS N
N/A OF C k`\� R.C.E. No. 43090 Expires No. 47180 Expires 12 31-99 MODEL SITE , LOTS 14- 17 SHEET 2 OF 2
0
PLO1: 02-05-96 JN: 400939
i
i