HomeMy WebLinkAboutTract Map 22716 Lot 1-11 Precise Grading LEGEND
PROJECT SITE
TOP OF SLOPE T.S. ED.V 91
TOP OF CURB 0000.00 B
T.C. S�A
FLOW LINE F.L.
B xl
HIGH P❑INT H.P.
IS TR Q
FINISHED GRADE F.G. ACT N 11 22716 . 2 ) - 4 9( F
A 5, A 00 C 5, 5, C amD D
FINISHED SURFACE F.S. MIN YKE IOD MI MIN ISD tIMIN
M ;
GARAGE FLOOR GF 0000.0 S E GRADINCi PLAN
PAD ELEVATI❑N PE 0000.0 i
VU RAIZ
PAOM
FINISHED FLOOR FF 0000.0 � °Q
�
06TH SIDES To 6E REMDYE FCE(�LAc.E EXIST.
WATER SERVICE W o $ jk o 9 _F4 -0 i,.wi.}t Gu 4 C,uTTe�z (11f� 17
SEWER SERVICE S toxMAx b'�M'4x. aZ N FIv EzN TETornj 5Awr-u�T fteMOvb RePLAC'e w
PRECI
Pf�rERl-'/ 1.11JE' CXI�tT. Pi1vCM� T cf
AIR RELEASE VALVE ur = C�� Jo
��
FIRE HYDRANT xy
TYPICAL SIDE YARD DRAINAGE W
DRIVEWAY DISTANCE FWM FRONT rFWMW-T-{ CANER To�T'NE GARAGE ��
CORNVFC M6FiLURPE
wp RP6Nb1GULM-To THE ;' wIreRT`f LING CONS- DVS rL�Nro
STREET LIGHT o-- -TV R/w ��Pt✓'t
SLOPE I 12' MIN. P/L 8' MIN. BLDG. PAD - - - It�`� wy. 19
I
EXTRA DEPTH F❑❑TING ABOVE PAD 5' MIN. 3' MIN. ELEV. �o M SM EM
INDICATES AMOUNT OF COMPACTEDODwvEvSr,4Y REMOVAL rzeCONSTRL.I GTION
BERMMIN. VICINITY MAP
EXTRA DEPTH FOOTING 6 DETAIL $ PC' w
N"T-S. NOT TO SCALE
ACCESS RAMP C-iiJSTfRuGTioN hlOTb 17
O \
12' MI N. � w
LOT NUMBER a 211 MAX. 2% MIN. _ "
2% MIN. 21% MAX, -� - GRADING NOTES
SECTI❑N A - A d \
INDICATES MODEL ft
FOR SIDE YARD SLOPES GREATER /✓ 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHTyZ r AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%.
INDICATES ELEVATION 9 DRAINAGE SWALES SHALL B '
12 MIN. ABOVE PAD ELEV. � /\ - \ � E A MINIMUM OF 0.2 DEEP AND SHALL BE
WATER BLOW-DEF 0-11i CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 211.
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C. PER APPROVED - - ROUND OFF TOP / 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG TH
WATER AND SEWER PLANS.(SEE INDEX MAP) P/L 5' / \ / / 6 / FILL SLOPES OVER 5' HIGH. E TOP OF ALL
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER Y DEEP.
SECTION B - B 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY QF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATER t�- COE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
THAN 5' IN VERTICAL HEIGHT „ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
�
n_ " 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE r00 YR. Q STORM PLOWS, ALONG
6' MIN, 5
P/L PA ,v � TOP OF CUT SLOPES.
MIN. 5� MIN. 6' MIN.
3' MIN. 1' 1' 3' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
,� � ONE FOOT.
MUDSILL MIN. MIN. MUDSILL \ / 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
V/
THE PRELIMINARY SOILS INVESTIGATION BYi
INDEX MAP
PAGIFIG SolLs 17ArEM APRIL, %9b>S
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUERITTED TO THE
12' MIN. 12' MIN. SCALE, 1' = 200' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
27. MIN. 211 MAX. 6' TYP. 2% MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX.
- LOTs IN�L.uDEp 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGIN&-RITIG
SECTION C - C 36' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
38' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
36'
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. 1' _ EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
MUDSILL MIN. 6• MIN. - THE APPROVAL OF FINAL INSPECTION.
co
Q' `O 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
v
a �
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.
211 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTI❑N D - D TYPICAL OVERALL E❑❑TPRINT DIMENSI❑NS 1 LOT GRADING (76 LOTS x 15 C.Y./LOT) 1140 C.Y.
15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. 1-RT, J&R CONC. MODEL 9 EA. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE, 1' = 30' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
NO. V-2R OR EQUAL APPROVED BY EMWD TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
3 REMOVE EXISTING DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 76 EA. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK (W=17'), SAWCUT Y MINIMUM INTO EXIST. A.C. REPLACE WITH FULL U.P.C. CHAPTER 10.R•
Robert Rein, William Frost & Associates aWY OF VMME IR IR T-29-M HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSI❑NAL ENGINEERS, PLANNERS & SURVEYORS 1 1R' Iz xx x 07C MXKR UZAM RM N INIERSECLTOB OF MR n• TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 A10 RM�.HI GI�QA 0118 90 NL ON RAI00 CJLFt]110A WSEPARATE PERMIT REQUIRED FROM ENGINEERING DEPARTMENT FOR ALL
1-800-422-4133 (909) 676-8042 TO THE B�iERSECTlQI OF GLFOIOOA ROIu AIA IMR'fiARTTA Rl1A1t111 T!E KV. WORK IN PUBLIC R/W. 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-
OU OF TIf M FRSFCT)1!! I'L OF A P L}MDIOIf FD10E,21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AMR Z CLF. GAS VALVES 9 K OF PP.OU W K OF THE OJtTi7 K 4 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF UM C&FMOA 011 FM&M VTT 0 POST SET r V. IF IDIRE . TO 46
TWO WORKING DAYS BEFORE YOU DIG H CITY ENGINEER FOR REVIEW AND APPROVAL.
AU IATE►9-" ELEV. II"
LV 4)S-e6sA
LD94 -225&Fr-
CONSTRUCTION RECORD DATE BY REVISIONS PATE ACC'D SCALE Q0.0fISS/pDesigned By Drawn By_ Checked By
RECOMMENDED BYE Drnwin No.
G-8-95 � i RevI�D rua, rw-INT L4Tr7 191 j OWNER/DEVELOPER ��° ��,1 A. f / f. JL DEL CASAO JL t DATE, , CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 7O ZZ 41 I (� 7 1r7 I Horizontal h� `vim /ice �, Plans repo Under The S -
upervlslon Of
VAN DAELE DEVELOPMENTRP. AS SHOWN W a No.43090 ACCEPTED BYt DATEI 2T
TRACT NO. 22716-2 LOTS 1-9,13 & 17-31
Inspector 2900 ADAMS ST. STE. C-25 Exp. 3/31-fie Date L PRINCIPAL GINEER, FOR CIT ENGINEER
RIVERSIDE, CA 92504s MICHAEL A. T LMAN RAYMOND A. CASEY TRACT NO. 22716-4 LOTS 1-40
Date Completed verticol t,>, eI111 ,�` TRACT NO. 22716-F LOTS 1-11
(909) 354-2121 N/A lF OF C A1`Eo� R.C.E. No. 43090 Exprf es 3-31-96 R.C.E. No. 41880 Exptr•es 3-31-96
PRECISE GRADING PLANS 'he 1 of 101
J.N. 40f,732
SEE
SHEET N0 . 10
8
N
0`
a
h 145.80'
PE 1293 . 6
ti�� `'• �-- o L0-T 4
23.97 -4 1%
�R•G. � � J � O N � �N
Ln
to N j
R/W
(Q 42.90' 151.28' 74 1 20 °' °'
31 ' t
99.95'
294,14'
O
r7!) " N � N
O - �`
Z +, 62' t PE 1290 . 5
n a• 1273.52 _
N T.C. - 1X tea► I.OT 3
LJ CORTE SEDA �ry *, �'•�
W 2 F � 132.96'
O ^�` 1,:
�o I l�3 �jry o�
R °' 1273.09
N Wrl
1 �/01t, ^� G' h
T.C.
��•��q, h .�
W h drD ^� o •2p• j 14' �O
co
. N cn
U_IN
S W W S S W W ^ "' 9.�� `� 59
V,
36.00 96 48.00' _ 1 7.
46.00' S
o B7
� N ' 2�.4 ' In - V1 1� '� �'" � � �•
j� 1`L1GG• F..♦ �h 72.6 N� R ? N 1 .33' 3' '�' 61 S.99• �`rf 1h V• ;
31
FL,GB
73.6 72.7 3• u �,
72.4
.G. 8' S' 14 FL.GB 73. 1 O
io
Q GF 1273. GF 1274.2 3. FL,GB 74.G F N PE 1287 . 7
5. 73.9 GF 1274.6 11 _ 73.7 1"�4 LOT 2
h
16 .3 MIl1 GF 1275 FL.GB �� �ry1 (v
K
UUJ _% <1
J 0' 0 2 1
14 [] 5 FF G c0
OD Q PE 1273.6 ® K 4 ' 9
.. `a U FF 1274.3
R) PE 1272. 1 �- PE 1274.0 10 .�O 0
R'
6 � � FF 1274.7 PE 1274.8 � .�'L� � •Q, �
PE 1274.4 1275.5 �'
33' 33' FF 1275. 1 �o
73.6 73.6 � � 6p, N a
1 22' 22' 1 F.G. F.G. C ~
1R / � V
1273.3 r �
FL, 74.0 73.9 B F G F•8
Ah F.G. F.G. .G.
p% 74 4 ,� N +'
10 hh 1273.7 74.4
tip• A FL.HP F.G. F. � PE 1285 . 9
ti 1; 1274. 1 1274.5 t a
�0 CO , w Ft,Hp 00 co � Lo T 1
�' ��' s '
�'� a
EXISTING - 1�` ,c '•�
Im G
WALL Cu �S 5•► F r
c'u 2 1 SLOPE
38.46'
45.980
. 13.75' 1 86. 0 0'
27.49' 90, 92'
,C - 7' 6RApE C> bE RAW
H
rG• 'wry'�• �ry�• ��~� .`y�' � �
NOTE
VISTA i
ROAD ALL DRIVEWAYS TO BE RECONSTRUCTED TO
RANCHO _ _ MATCH NEW CONSTRUCTION PER CONSTRUCTION
I m NOTE 30 ON SHEET 1 .
5EWW AND WAJ'ER LATERAL. E(lc,*f
15e-R- DW 6r. :-5v- 10&-pq
R j VV 331 . 90'
Underground Service Alert
o Robert Beir4 )rWiam Aust & Asswiates'
Pff IMC OCINM, FLAMERS t SZ WEM
CALL TOLL FREE 2M S11QE oNc ORM, SIE. 2500THIMU a. 92590-3621
1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240
I
LD91'- .9 Glit�
TWO WORKING DAYS BEFORE YOU DIG
L n94 -z2 S&P
-
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY CJ CITY O r T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Drawing No.
JL ADEL CASAO JL RECOMMENDED BY: '�� DATE:
Contractor HORIZONTAL O`�,`���L A_ lj�j:moi Plana rep d pe Under The Supervision Of
1' = 20' W i No.4.3090 T - ACCEPTED BY: DATE:
Inspector SEE T NO. 1 d Ex 3/31-�e Date: L PRINCIP ENCINEER, F CITY ENCIN40R TRACT N0 . 22716
'� MICHAEL A YLMAN RAYMOND A. CASEY PRECISE GRADING PLANS
Date Completed VERTICAL sf'j C/V I,, o�,�`!
N/A f OF C A��E R.C.E. No. 43090 Expires 3-31-96 R.C.E. Na. 41880 Ex p i r ea 3-31-96 LOTS 1 - 7 SHEET 9 OF 1
PLOT: 11-02-94 JN: 400732 DRAWING: SHEET9
TRACT 22715-2
LOT 6 LOT 5 LOT 4
PE 1299 . 7 PE 1296 . 7 PE 1293 . 6 LOT 3
LOT 7 PE 1290 . 5
PE 1300 . 9
3 41 56.31' 9.35'
58 751 48.38'
6.06'
58.17'
�NO P�•( 51,64
2_ I sLopE
� Go
>� all
77 .4 �♦ 1276.5
�8 F 1277.0 �� FL,►�
7 rn
7F G. 7 ��' 77.3 76.8 cu
776.8 F.G. 7�
-7-7 . � 77 ,3 F .G. PE 1276.2
1; < F G. -�- - - - 2- -
1
8
N
9 276.8
1211 st PE 1
Q L.
7 P 1277 .3 FF 1277.5
. FEF 1278.0 4 r J ae
�4 F G•
PE 1278.7 F •G 0 5, 7' G7' 1277.0 5
`o EXISTING HOUSE 0 5 3 i 76 8
13 2 _ MN F .G. 76 .6
5 76� 75.7 75F8G.
1277 . FL,GB o -
c'rFL,GB�
5 36.01 '
1 7t 1277 ,9 77 p N � S 1 55
2 6� 77 •2 5 F •G• a� ,a S M
6-
76 p 76.3 F G No G5 7 112 73 2 S;49 S
18 4 F 'G 76.7 0 40 46. 73 M ^V
C 12 1 0 FI. . N S M ?,_ L
1
14
6 78'2 r',,� F�-'� 6. °° h c 9012
F
G.
3 0 ^ 0 N
11 �oN 37 q6' S by ^may co, ,s Z
8.09 •c►'moo SFDA W
25. 581 �? W
32.46' • �n �S �G
Raw 17.54
" � W
No_ 48. 62'
/
56- 371
.r
%o
/ S3 291
Raw
771
32.00' 43. 21,1
00 2
8'C2r o
NOTE
c' 19 .
ALL DRIVEWAYS TO BE RECONSTRUCTED TO
MATCH NEIN CONSTRUCTION PER CONSTRUCTION
NOTE (1) ON SHEET 1 .
15
eveWIFF- A-NjD WATER lATiffR-PvI-S EX 1'oT•18 PEWL VW&. ',V- 10c,-79
0
16
Elfl
der round Service Alert
C:3 Robert Bei% JrWiam Frost do AssocWes
PRTMIOMt EICIPEEIZS, RAl# S t S1IitVEYORS
CALL TOLL FREE 2M SINU K 3t1f, SIE. 2SD•lOM a. 9310-321
1-800-422-4133 ( 676-"2) sus- 2 . FAX (W9) 6ee-720
TWO WORKING DAYS BEFORE YOU DIG L 0 9 4 -2 2 ri G lz
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY /1 �/
SCALE �N,pF E S S�p�,' RECOM>NENDED BY: L • G- DATE: C I T I O T E M E C U A DEPARTMENT OF PUBLIC WORKS Drawing No
p JL ADEL CASAO JL
Contractor HORIZONTAL y�� A.
A l�l` �s PI sPr are der The Supervision Of tj
1" = 20' W Nc.43090 ACCEPTED BY: "'� /�s�
TRACT NO . 22716
Inspector SEE NO. 1 �' � Date: I L PRINCIP ENGINEER, F CITY ENGINEER
Exp. 3/31--9b RAYMOND A. CASEY
Date Completed VERTICAL sf'r CIV ,� MICHAEL A T LMAN - PRECISE GRADING PLANS
N/A F �F C A��E R.C.E. No. 430 0 Expires 3-31-96 R.C.E. No. 41880 Expires 3-31--96 LOTS 8 - 11 SHEET 10 OF
PLOT: 11-04-94 JN: 400732 DRAWING: SHEET 1
4