HomeMy WebLinkAboutLot 1-18,28-40 - PreciseGrading LEGEND VICINITY MAP
NOT TO SCALE
SAD ELEV. -0.3'
TOP OF CURB 0000.00 IN.
T.C.
FLOW L I NE F.L.
EB
m t!I= P=
HIGH palM.P. w_ '1 111111111,Jill lill 11,
115t ell Jilin
F I N I SHED GRADE F.G. (EXQEPFT 1EX FIT
A is, A 1KRE S, C RED D •
Or I N I SHED SURFACE r.S. MIN WnMI I N MIN NWDI VIA IM
W
GIF 0000.0
GARAGE FLOOR PRECI E GRADIN PLAN
PAD ELEVATION FE 0000.0
LI MONSOON!
P.- &
4c
FINISIll FLOOR Fir 0000.0 11-
PALOMA DIEL SOL
TRACT NO • 24133 1
A IT
WATER SERVICE Z
z
SEVER SERV I CE
A
AIR RELEASE VALVE
V, N
FIRE HYDRANT xy
DR I VLEWAY TYPICAL SIDE YARD DR INAGE
STREET LIGHT TO SAR 0 1 EGO
SLOPE I 120 MIN. a, MIN. SLOG, PAD 12" MIN. ASM PAD ELEV.
EXTRA DEPTH FOOT I NG ABOVE PAD-III"`%IIIIIIIIIIIIIIII� 5' MIN. MIN EL V. PRO JECT SITS
INDICATES AMOUNT OF COMPACTED %I ll ROM OFF TOP
a
EXTRA DEPTH FOOTING BERM WIN. P/L 51
ACCESS RAMP
12l' MIN. TRACT NO. 24t33 -3
LOT MUM" 0
2: 1 MAX. 21 M!'N. TRACT NO. 24133-2
2% MIN. 214 MAX
SECTION A A SECTION 8 8
1101CATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER III GRADING NCTES .
UNIT TYPE �4 THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT 1111111Iq q 10,OP'TAT 131 1 ALL. GRADING- SHALL CONFORM TO THE UNIFORMBUILDING C I ODE, CHAPTER ?0,
B Ira '17 fro t31 AS AMENDED BY ORDINANCE 457.
0I
INDICATES ELEVATION / of f Ir
63 Go age# 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE - 1Z.
Z111 07 as 3. MAXIMUM CUT OR FILL SLOPES a 2ti .
THIS LOT REQUIRES A BACMATER VALVE S, WIN P L 51 of 51 of ft law
PER SECT. 409 OF U.P.C. PER APPROVED MIN. - 111 50 Kim. MIN. #3 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
I _ArI1� 701700 9,9 98 83 131 FILL SLOPES OVER 5' HIGH.
WATER AND SEWER PLANS. (SEE INDEX MAP) 3 MIN. I 1 ' 3' MIN.- 3 ' MIN. 1 54 ft 4? e
MUDS ILL MIN. MIN. MUDS ILL MUDS I ILL MIN- aw 1111N4. 21 32Z 140
51 81 111� S. ALL GRADING SMALL BE DONE UNDER THE SUPERVISION Or A COMPETENT
supw- ano 28 33 ca 141
31 80 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
142 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
79 OVER I ' DEEP.
12" MIN. 12 ' MIN12" MIN. III,
57
W"I& WALL fe
1143
40 B. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO THE CITY OF TEMECULA
.
2: 1 MAX. 146 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
2Z MIN. 2: 1 MAX. S* TYP. 2Z MIN, 27. MIN. T P48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
Z4 tISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
21% MAX. 21% MA) . 21% MAX. 4 Ile GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C C SECTION D m D yj 7Z GO 615 14 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TRACT NO. 24133 TOP OF CUT SLOPES.
97 181 a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
7 44 ONE FOOT.
6 5 14 183 G. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
ift 14 THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DATED: I-17-69
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
per ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
iss 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
310.00 30.00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
PE 000 TION0000.0.0-1 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
801 IPE 0000.
0 FF woo. 11 , CUT SLOPES EQUAL TO OR GREATER THAN 5' 1 N VERT I CAL HE I GHT AM F I LL
o 09
B
PE 0000.0 P.- 0030 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
FF 0000.0 x V) FES PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
0
c; EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
bn A THE APPROVAL OF FINAL INSPECTION.
Fr. 10 FG INDEX MAP
,� ell 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
00.0 00.0 cr_ Fff 480'90 m SCALE : 1 " = 200- 13. FINISH ' 'GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
FC FG 00.0 FG
EXP.3/31 /96 LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
OF GAV PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- z
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL <
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
..TYP I CALOVERALLFOOTPRINT DIMENSIONS BENCH MARK CONSTRUCTION NOTES & QUANTITY ESTIMATE 13. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
COII OF RIVERSIDE B.N. NO. PLANT AT 12m ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
1 1/2' BRASS D I SC IN COW. CTL I IM LOCATED FY= Tit 11111TERSEC 1110 OF FM ST. No , ITEM QUANTITY UNIT 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- z
"
130 ' NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RAND40 CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
To TME INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. I LOT GRADING 31 LOTS X 15 C.Y./LOT) 465 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
CORDER OF THE INTERSECTION I ' E. OF A T' OiAINLIW FENCE, 21 ' 1 16'
nderground SerVII Ater JAROM SO. CALIF. GAS VI, 40' N. OF F.P. (NO.#) 94' N. OF THE CENTERLINE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER LD
Robert Bean,William Prost & Aw"maci tes OF RI CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. Or MMMU.P. C. CHAPTER IO.R.NT. LJ
ADJ. DATE: 9-13-82 ELEV. 1128-410 16. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE FIELD PRIOR cn
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS III SURVEYOR! - TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 0
28765 SINGLE OAK DRIVE-SUITE 230,TEMECULA, CALIFORNIA 9259017. APPROVAL OF THESE PLANS BY THE CITY OR' ITS AGENTS DOES NOT REL I EVE
1 -800-422-4133 (909) 675-8042 OWNER/DEVELOPER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- cr_
UPON
MESA HOMES RECTION OF ERRORS OR OMISSIONS DISCOVEREb DURING CONSTRUCTION. UP0
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
27555 YNEZ ROAD SUITE 100 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TEMECULA, CALIFORNIA 92591
TWO WORKING DAYS BEFORE YOU 0 1 G - (901) (674-7290 th
CONSTRUCTION RECORD DATE BY REV ISIONSACC' VOA/ Designed By Dir own By Chocked By Drowin
SCALE 'T. JL/GL AC/GL RECOMMENDED BY: DATEt CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
-3-W-9 9,&r FOOTPRI"T L075 29
ce"trecter Hor izonlal Plans Prep d Under The Supervision Of
9 % ACCEPTED BY: DATE: c;
AS SHOW L24 Date Af: PRI Gll� F0 CITY EkICINIEER TRACT NO . 24133- 1 z
• I I "rfMONP A- CASC-r PRECISE GRADING PLANS III -
Dee C"willeted Vertical c1V1%_ 3-SI-44 L)
R C.E. No. 411max• +3"D [11pire, -6-69-M R C.E. 11%. Expir" <
AS SHOWN OF CffiL\1 LOTS 1 - 18 El 28 - 40
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Underground SerVLce Alert NOTE:
Robert Betin, �ti l t tia m Frost & Asso �,a tes �QPOFESsll ALL DIMENSIONS AND ELEVATIONS
T�`�<cy ARE IN FEET.
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEY RS `, V�` c
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590C7 - Z
-800-422-4133 19o9t aTo-8042 RCE 43090 Z
* EXP. 3/31 /%
CMI. �P
TWO WORKING DAYS BEFORE YOU DIG
OF
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKSCALE GESS/ Designed By Drawn By Checked By 'RECOMMENDED BY: DATE: CITY OF T E M E C U L ADEPARTMENT OF PUBLIC WORKS D r aw i n No.
T. GL/ACAC/GL
Horizonta
Contractor .1 / PI s P pared Under The Supervision Of
l
ACCEPTED BY: DATE: S ( TRACT NO . 24133 - 1
W
Inspector SEE SHEET I I = 20 0 3 Date PRINCIPAL NGINEe_30 ° 1&4ER. FOR TY ENGINEER
RAYMOND A. CASEY PRECISE GRADING PLANS
Date Completed Vertical 9 CIV1\- �P 5-31-940
N/A � �- CP�-�F R.C.E. No. 49.3$3- 1}';090 Expires 6-39�-A6 R.C.E. No. 41880 Expires 3-31-96
LOTS 1 9 Sheaf Z Of 4
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\ ALL DIMENSIONS AND ELEVATIONS
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Underground Service Alert
QROFESS - -
Robert Retia,, Wti t ttiam Frost & Associates A. Ty
C=:)
Quo
l'
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS VAP `mss
28765 SINGLE OAK DRIVE.SUITE 250.TE14ECULA, CALIFORNIA 92590 w On On
1 -800-422-41 ,33 (909) 676-8042 RCE 43090
*
EXP-3/31 /96
srq� C1vk1���\�'
OF CAS
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE er Designed By Drawn By Checked B 8
zc D r ow i n No.
T GL/AC AC/GL RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal F` Plans Pr red Under The Supervision Of
_ , ACCEPTED BY: DATE: eA-A-IfY TRACT NO . 24133- 1
Inspector SEE SHEET I I 20 * - * Doie PRINCIPAL NGINEER. FOR C Y ENGINEER
EXP 6-3 RAYMOND A. CASEY PRECISE GRADING PLANS
Date Completed Vertical J'1 CIV1` �� ��3� -i
N/A OF CA_1E R.C.E. No. 48898 4"v Expires 6--3A--9fi R.C.E. No. 41880 Expires 3-31-96 LOTS 10 18 $heel 3 of 4
J . N. 400493
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LOT 50 LOT 49LOT 48 LOT 47 ,
PE= 1163 . 8 PE= 1162 . 5 LOT 46
PE= 1164 . 6 PE= 1163 . 0 PE= 1161 . 9 LOT 45 I
LOT 51 PE- 1161 . 1 LOT 44 LOT 43 LOT 42 LOT 41 t LOT 10
PE= 1165 . 3
PE= 1160. 5 PE= 1159 . 5 PE= 1158 . 7 PE= 1158 . 3
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LOT 27 /
\ �► PE= 116
6. 5
LOT 103 °�•
LOT 18
PE= 1 183 . 7 00
32•
Underground Service Alert LOT 26 /
NOTE:
PE= 1 167 . 5 ALL DIMENSIONS AND ELEVATIONS
., Robert Bein, William Frost & Associates tes L QROFA ARE IN FEET.
C=m) �
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS g SURV 0T 25 YORS PE= I 169 . 0
800 422-4133 287115 SINGLE OAK DRIVE,SUITE 250,TE1ECULA, CALIFORNIA 92590 \
t9o9) 11711-a042 a RCE 43MO
'* EXP. 3131 /96
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IN
TWO WORKING DAYS BEFORE YOU DIG
OF CAS.
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MAR SCALE Pxf /4Designed By Drown By Checked B
` JL/GL AC/GL RECOMMENDED BY: DATE: p ZG 9¢ C I T �' O T E M E C U L A DEPARTMENT OF PUBLIC WORKS D r aw i n No.
Contractor -2," RBF I REV/5CD F007PR//VT LOTS 29 3/. 'f-` '� Horizontal h T• (F` PIG s P pared Under The Supervision Of
Inspector SEE SHEET I I " = 20 ' �
a ACCEPTED BY: DATE: a t�hy TRACT\ACT N O . 24133- 1
* B 30- Date 8 ZL RAYMONDPR I NC I AA. CASEY . FOR�TYG 1NEER PRECISE GRADING PLANS
Vertical LP IV1%- r
Dol• Conrpleled C R C, . . 43090 Expires 3'x• 6 R.C.E. No. 41880
a LOTS 28 - 40 a
N/A or �\F ENoExpires 13-31-96
Sheet of
JON. 400493