HomeMy WebLinkAboutTract Map 21675-6 Lot 35-36,40-45 Precise Grading LO LEGEND
�o NIQI rOltfT PROJECT SITE
PAD ELEV. -0.3' IN.
N TOP OF CURB 0000.00 B
� T. C.
(~— RANCHO VISTA
FLOW LINE F.L.
rc XE� H�Z0
���.�p
HIGH POINT H.P. _ Imo"'' fq �4 R01►
( 15' TYP.
FINISHED GRADE F.G. I I ■ � ROAD
A 5' A (EXCEPT C C s, (EXCEPT D D
FINISHED SURFACE F. S. MIN MIN RAIN
V IA ) NOTED)
GARAGE FLOOR GF 0000. 0PRECI E GRADING PLAN
PAD ELEVATION PE 0000. 0 BIZ 'tZ Ali 't VIA RAMI RO c
TRACT NO
- PAUBA
FINISHED FLOOR FF 0000.0 CA WcCWE
216756
• � W S�1 A� �• y; � ti
WATERVI W - z - z
ROAD
o — 0 —
SEINER SERVICE S r bbl: N *—r. N b• CC_ v
If
AIR RELEASE VALVE _0_CDl14 N t
FIRE HYDRANT ` Y �F�9
TYPICAL SIDE YARD DRAINAGE 0 Pico
DRIVEWAY V1 N
4 R
R0�
STREET LIGHT 0_�
SLOPE �II 12" MIN. P/L e ' MIN. BLDG. PAD
HWY. T9
ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. TO SAN DIEM
EXTRA DEPTH FOOTING on
INDICATES AMOUNT OF
COMPACTED 6" MIN. VICINITY MAP
O '
EXTRA DEPTH FOOTING BERML/
NOT TO SCALE
ACCESS RAMP
7� L12" IN.
LOT NUMBER D 2: 1 MAX. 2% MIN.
2% MIN. SECTION A � A 21% MAX.
INDICATES MODEL T GRADING NOTES
FOR SIDE YARD SLOPES GREATER 33
UNIT TYPE 4B THAN 5 ' IN VERTICAL HEIGHT �P 46 17 26 29 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES ELEVATION
�(/ ._� Zu AS AMENDED BY ORDINANCE 457.
12" MIN. ABOVE PAD ELEV. 4q 25 GO�'TE pADRERA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
THIS LOT REQUIRES A BACKWATER VALVE 24- 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP 50 AG 21 .5 I 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (HOME REWMD ) P/L 22 121 12O I 19 18 117 FILL SLOPES OVER 5 ' HIGH.
5 51 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
BLOW-OFF O' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
0 en26 4 31GOVER I ' DEEP.
601110642E 4MWA$. 6.6. --• 37 ',fj 3 3'S ' 32 31 30 29 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B as B ' ,- 5� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
extyqV4G Is"CE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER TE AQ10 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT F' �4 Q COR ROS GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
v W Z 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
T 21` 5 TOP OF CUT SLOPES.
3
6" MIN. 5 ' MIN. P/L 5 ' MIN. 6" MIN. °Sg 4Z 4 • 44 45 J Q 2 3 4 5 ` 7 I a 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 ' MIN. II ' 3 ' MIN.
Z ONE FOOT.
MUDSILL MIN. MIN. MUDSILL SV
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
-
VISTA QOQ D THE PRELIMINARY SOILS INVESTIGATION BY:
RANCHO
PACIFIC SOILS ENGINEERING INC. JUNE 18, 1987
•� SHEET N 0.2 TWO SETS OF THE FINAL COMPACTION REPORT SHALL B SUBMITTED TO THE
12" MIN. 12 ' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21 % MAX. 21% MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SECTION C as C REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' MIN. I ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
I
MUDSILL MIN. 6" MIN. THE APPROVAL OF FINAL INSPECTION.
_ � 4 INDEX MAP
= 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
h
SCALE : 1 " = 100 '
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
SECTIO N D D DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. I
TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES & QUANT I TY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE: I ' = 40 ' NO. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
LOT GRADING ( 8 LOTS X 15 C.Y./LOT) 120 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
Underground SerV l ce A l ert 2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-RT, J III R 6 EA. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER 10.R.
Robert Bean, Wi l lia m Frost & Associates CONCRETE MODEL NO. V-2R OR EQUAL APPROVED BY EMWD
COUNTY OF RIVERSIDE B.M. N0. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 3 REMOVE EXIST. A.C. PARKING LOT (2" A.C. OVER NATIVE) 4172 S.F. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
RANCHO
1 -800-422-4133 28785 SINGLE OAK DRIVEL SUITE87 0,OT2MECULA, CALIFORNIA 92590 AND RERA�ECALIF RNIA OAD, 1.8AMIFEORNNAE. ON AND CALIFORNIA
IADROA 1}E N.M. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
�"� THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE, 21 ' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU D I G ADJ. DATE: 9-13-82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE ��/01�. Designed
B DChecked a RECOMMENDED BY: CITY DATE: 4 N OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
011NER/DEVELOPER ���� tF `�,
GLAC/GL
Contractor Horizontal Plans Prepared Under The Supervision Of
MESA HOMES AS SHOWN W. � _ ACCEPTED BY: DATE: f f V TRACT N O . 2 16T5-6
Inspector 27555 YNEZ ROAD SUITE 200 b393 .7. Date NRINCIPAL NG NE . FOR C TY ENGINEER
TEMECULA, CALIFORNIA 92591 * Ev. °-30-m * RA'�'1rAOPD A. CASEY PRECISE GRADING PLANS
Date Canpletee (9091 676-7290 Verllcal �,�
Cl
• N/A R.C.E. Ne. 48393 Expires 6-30-96 R.C.E. Me. 41880 Espires 3-31-96 LOTS .351X440-45
40-45
Shee I o f
J . N. 40049:
0
90' �9 TRACT 21675-5
°� - LOT 23 PE= 1274. 9
LOT 5 I g 67.5 - LOT 22 PE= 1273 . 8
PE- 1253 . 5 0 -
_ _ TRACT BOUNDARY
� � ��' - 61 • I0 -- sl .01 o so.00 --�_ -- 60.00 - 60.00 --
• N F N N
8 o O O
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REMOVE EXISTING 0 ? N
a a
A.C. PARKING LOT o
_ - :; 1294.3
LOT 52 ,�� � LOT 39 1•� �` "• ;
PE= 1295. 4 -5 s
SCALE: 1 " = 20 ' PE= 1258 . 4 _�„' ,,,� /'c EXISTM LOT 38 v. Fb- 4-P
JN �y PE= 1295. 1 � r*�.
2 EXISTM HOME f v'
FF 1295.0 z
PE 1294.3 FF 1295.3
LOT 37 PE 1294.s LOT 34
PE- 1294. 7 E 3 PE= 1294. 9
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\ X :5 3
5l
bll
ru �� o� ti 4wb D W
/03.0 C N 36 ❑0 00
GF 1294.5 F� GF 1294.8 5:
Al , e '�9 �'� 94.1 94.I 93 2
T S •
L O 53 /i o- .h f Fes. �._ %.00
v t^ s 93.2
o J ♦ At 4 b
PE= 1263 . 6 m FL.Rhv
� P.n ,�4 /23I .42 g 1 .00 g 60.00 60.00
_ u �, N 2° 83So
.66 S w S F a.
cc
TRACT 21675-3 Z ^' v °1 t , , ,
� �v (n
v sx O 'r 293.52 as
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Ilk
-- SIN �� ��. s� 2 �ti4� G• aj''�G• 9ti G• 9'1,� 1 _
T 4
00
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LOT 54 �� 0.
s s w1 I
PE- 1269 . 3 - so.o
s a � .� s F ss. 44 � s2. a4
0 P 5 5 1 _ 60.00 60. 00
N N 2 i. 9S4 7- i 'hb 1 00
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s I I
Fv- gt.i 6' F v. 9 rJ 5
9� � I -- - -1
GF 1 295. 4 GF 1295. 1�� b 94.1 '! - -
y A� • � b ❑ GF 1294. 7 4 F r C •? I 11 GF 1295.0 11
\ � i II r I I
U A 4R 43 Fv- 4.9 H44 94.s N x 45 4- b L 11
IZ l 0 1>D IZ I _ I I 1
F.6 s /?9s 5IN .7 I
C4 C7 1 I I I
I ` - - E 1 v Q� 4 X D I II 11
� A •3 4R - ( r I I 1
LOT 55
•C. Si EPE 1294. 9 1` m I I R 1
P E= 12 7 4. 0 �� 'k p 43,3 PE 1295. 2 •3 ! A I I I I - I NOTE : ALL DIMENSIONS AND
- ,. FF 1295. 6 3
s FF 1295. 9 95z (/� I I I PE 1294.8 I ELEVATIONS ARE IN FE
_ v. PE 1294.5 I 1 L - - - - 1
6 F� FF 1295. 2 1 Z tiJ D I 11 1 FF 1295_5 I I
949 r I Z I
rv. �<
- ` , i•A .--. `'' f 94.5 94.5 I g
X �t I
W v \ 1244.9 M Fv. ' > I
Go
L., H-P. +' ♦+ 1244-2 t" Z Chir
y9 �` �+ q N �y N > 1
9 \ �► cC b1" Ilk
+r y I
\ a
I r
EX 1CYT. 1KR000sNT ro
-
as ,L• •C: 1 c?2 \ to t,+
(J1
LOT 56 °D c
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PE= 1274. 5 - - - - - - - - - - _ _ _ _ _
I
143 OT
N
1 c
Underground Sery L ce A t ert - - - - - - - - - - - RANCHO VISTA ROAD
Robert Bein, William Frost & Associates
o
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS CONSTRUCTION NOTES
-800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEbECULA. CALIFORNIA 92590 f`l INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-RT, J 8 R CONCRETE
(909) 676-6042 MODEL NO. V-2R OR EQUAL APPROVED BY E.M.WD. ( FOR LOTS 40-45 ONLY )
3a REMOVE EXIST. A.C. PARKING LOT ( 2" A.C. OVER NATIVE )
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P / Designed By Drawn By Checked By �/ C D r aw i n No.
,t T, GL GL/AC RECOMMENDED BY: DATE:4 n 9�F CIT 1 O r T E ME C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal 1h to Plans Prepared Under The Supervision Of
Inspector t o r , " _: 20• Np, ACCEPTED BY: DATE:!I/ f-woft/ TRACT N O . 21675-6
p SEE SHEET I 45393 mss- ft¢ RAYMOND
L EC (NEER. FOR ITY ENGINEER
* w Da f e MYYOND A. CASEY
. 6-30-" PREC I SE GRAD I NG PLANS
Dote CwVleted Vertical LDI CIVI\- �r
N/A g1z, Gr CN-\f R.C.E. Ne. 48393 Expires 6-30-96 R.C.E. Me. 41980 Expires 3-31-96 LOTS 35 , 36 & 40-45
Sheet 2 of
J . N. 400495