HomeMy WebLinkAboutLot 42-54 PreciseGrading...-.. .�T--- -•r- ...-..�.•_._-,.,.<. .. t .-.. -_. -.. .�- .,-_,�--_-.__.--,--__...._-.--r__-._____.._. _........_. .'-.� _- r :�-.,.»_.___,. --- __,__, • _T�..-.--� -_ _ _.,..,- _____r_..__._,,. �.--- _ _ -__._ _- ___,_ __.. _-_-, ^- ... _ _ __. �, _ .,--. �--,-. -... - ,. r ..-- _. ....- - ..�_ ...__ r____.. ____- '---...-,�.-.. _ T.--+++•--.- ..--•• _ -.-..�-T-s. v_. _ � -. .--.r,. -. -_ .�-r_r-t--xa-►TTr.._r _ T--c-+.., ____ _ � ..�-.-s:
.. .•. .�s�-., m.v. -...ter�..-.. .�-.^--- t --'.._ .. � _.. ... _. .- -_..� �. ,� -__
LEGEND -_ ._ . ,
VICINITY MAP
WIR m Itw NOT TO SCALE
PAD 11 11, -0.3' IN.
TOP OF CUBA 0000.00 0
T. C.
i PALOMA DEL SOL
FLOW LINE F.L.
ZB �I i 1 10DHIGH POINT H.P.
441111.0 15' M. IS' M. a +�
F 1 N I SHED GRADE f.G. XCEPT
A s, A (EXCEPT C ' TRACT NO 24135 3
s' C D D
FINISHED SURFACE F.S. MIN A PRIM) MI MI �I I j PIA RAi41
o
• � rAuBA W -
GARAGE FLOOR GF 0000.0 7p
PAD ELEVAT t ON PRECI E GRADING PLAN
PE 0000.0 Vit? 'iZ Vit? 't W
�
FINISHED FLOOR FF 0000.0 _
RATER SERVICE W z z -
SEWER SERVICE -ft.
rica
AIR RELEASE VALVE
--�� �'�q, RD.
4 • ,
FIRE HYDRANT XY
DRIVEWAY TYPICAL SIDE YARD D AINAGE
' "o- To 511111 DIM \�
STREET LIGHT O KIT
SLOPE II 12" MIN. JS' MIN. BL G. PAD 12" WtR. ABOVE PAD ELEV. 81
I ABOVE PAD
ELEV.
5 MIN. SITE
EXTRA DEPTH FOOT 1 NG 3 MIN. gA�p,GO - PROJECT
INDICATES AMOUNT OF COMPACTED ROUND OFF TOP t
EXTRA DEPTH FOOTING 1 73
•X BERM 6" MI P/L I t01 a�
72 74
120 M I n
NUMB73/ 4
2: 1 MAX. 2% MIN.
LOT ER X 2% MIN. I% MAX. 70 ���
SECTION A A SECTION B S GRADING NOTES-
FORINDICATES MODEL SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 76 - ---- -
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 67 77 78 79 so 61 1 . ALL GRADING SHALL CONFORM TO THE UNIFOft BUILDING CODE. CHAPTER t0,
B 65 E 52 AS AMENDED BY ORDINANCE 457.
t:
INDICATES ELEVATION 6
NO. 2 't :; 63 83 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE = 1Y..
62 1 59 84
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
THIS LOT REQUIRES A BACIMATER VALVE i 85
S' MIN. S MIN. 6 w MIN. - 5 MIN. _ gill:' TRACT NO. 24135 4. PROVIDES WIDE BY I HIGH BERM OR EQU 1 VALENT ALONG THE TOP OF ALL
PER SECT. 409 OF U.P.C. PER APPROVED - 6" MIN. 1102
3' MIN. I ' I ' 3 ' MIN. � ••----__-���-• 86 FILL SLOPES OVER 5' HIGH.
WATER AND SEWER PLANS. (SEE INDEX MAP) 3 M I N. I C'pgT '': `::==: ss 6 57 58
MUDSILL MIN. MIN. MU SILL MUDS 1LL MIN. .:-•:• E 67
6" MIN. :.:.:... S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
88 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
'PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
.: . .. ::::•: ? . . It:
89-
8 OVER I ' DEEP.
40 39 3
" a 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY Of TEMECULA
12" MIN. 12 ' M 12" MIN. II MAX. 26 2 2930 � 9A ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
31 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2X MIN. 2: I MAX. 6" TYP. 2% M N. 27. MIN. 32 33 34 35 36 37 N 92 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE
21% MAX. 21% X. 21 % MAX. CORC 93 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.'
SECTION C C SECTION D re DAVALOI 94 T. PROVIDE I DE BROW DITCH,TCH, DES 1 GNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
z5 1
4 3 2 21 95 TO 0 CU SLOPES.
19 18 17 16 15 1� 96 S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
e 9 47 ONE FOOT.
7 10 TRACT N0. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
6 1 24135-1
� 5 CONVERSE CONSULTANTS 1-�17-sl9
r�+ 12 O SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
4 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
3 13 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY Of TEMECULA ENGINEERING
F� DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
rl r REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
rExxxx.x - TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
sot a
FF xxxx.x EACH LOT.
PE 0000.0 x x
11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL
Co.o x g K 0000A �i FF 0000.o SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
XX XX Q IMEX MAP THE APPROVAL OF F I NAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPOVED METHODS.
s FCe 0000. FC ..
SCALE : 1 " = 200 '
oo.o 00.0 °'00°0'0 13. FINISH GRADE SHALL BE SLO'P'ED AWAY FROM ALL EXTERIOR WALLS AT NOT
FG -°FC 1 LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
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- Z
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
BENCH MARK D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J
TYPICAL OVERALL FOOTPRINT D 1 MENS I ONSCONSTRUCTION NOTES 6 QUANTITY ESTIMATE 1S. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
COUNTY OF RIVERSIDE S.N. W. T-" PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0
1 1/2' BRASS DISC IN-COW. CYLINDER LWAILD MW ?FE INI MELI 191 W FW ST. NO. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
1 " = 30 ' W RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. Al RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
I LOT GRADING t 13 LOTS X 13 C.Y./LOT) 195 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROM,IM THE N.W. Q
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
GORIER OF THE INTERSECTION I ' E. OF A 7' CHAINLIW FENCE. 21 ' s 16' PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER LD
Underground Sery t ce Alert AROft SO. CALIF. GAS VALVES, 40' N. OF F.F. (N0311 94' N. OF THE CENTERLINE U.P.C. CHAPTER 10.R.
Robe88171, �1 Z t't d 1')'L �108t JSO Q X83 OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I' W. OF IMM)IrENT. W
MJ. DATE: 9-13-82 ELEV. 1128.410 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR 1 OR cn
C=m -�`PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS • TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CALL TOLL FREE U
28765 SINGLE OAK DR I VE,SU I TE 250,TEMECULA, CALIFORNIA 92590 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL 1 EVE W
1 -800-422-4133 .. (909) 676-6042 OWNER/DEVELOPER THE APPL I CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- IIL
r
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
MESA HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
27555 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TEMECULA, CALIFORNIA 92591 f In
TWO WORKING DAYS BEFORE YOU DIG ( 901) 1111-7290 ro
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE , Designed By Drawn By Checked 6 RECOMMENDED BY: TV I
DATE: : :5 F TEMECULA DEPARTMENT OF PUBL I C WORKS D r ow i n No. N
I,( T. C JL/GL AC/GL �14 C O
Contractor Horizontal Plans Prepared Under The Supervision Of
AS SHOWN «e• ACCEPTED ° R, n DATE: �TM TRACT N 0 . 24135-3
- Z
Irre��eler 4393 .7- Wele Z-Z-94- PRINCIPAL ENGINES FO CI ENG NEER
* E,r, 6-30-" ! - - RAYMOND A. CASEY PRECISE GRADING PLANS U
Date Co"Iefed
Vertical ��� c,v,�`f�,. LOTS 42 - 54 <
AS SHOWN or R.C.E. me. 48393 Expires 6-30-96 R.C.E. 11e. 411 Expires ��-'-�
Sheet of
J . N. 400571
LLJ
z LOT 67 PE= 1255 . 9
67. 63 LOT 66
PE= 1254. 7
32
m •64
LOT 65 LOT 64
259 PE 1253. 5 PE= 1252 . 3
• � r �,, �.,�2 LOT 63
7
�PEGQADE ro PE= 125 I . 0 LOT 61
LOT 62 M��
PE= 1249. 8 P E= 12 48 . 5
8'61
co
Q q5. 18
c N 42.55
K4♦.O -
Ly M o 5
G) r�43.9 rn h ��- -� 22' 25 23. 42 37.69 7 •T
_7
DECK 44.3 , DE6K G 43.9 f4., H- « "
FG . 44. 2 h ♦r o 1
M
504 FG 502 \0/1' h 1�'rad• ��� 1
C .3 •/ C PE 1243. 9 43. 5
�•� 1
ryf•' 44.15 't pE pE 1 a; FF 1244.6 j FG 010, 4!1'.4 _ 1 38.G
.F 445 0 1244. 3 X 244. 2 \' rt.� ��i' 6 - FG \
42.
FF 1245. Q _ FF 1244, g 501 42.8• N•P _
WALL PE,f? z4r-1
.sEP,�I�PAr2- 5 :S. 9 9 2 �• S F FG 41 .5 ft1 H•P• 39.8
PERMIT 43•B G F ECK
•0 nr r
S FG = PE 1 PE I F P� � - FG I 1 1 SPE 1238 � I I SCALE I �� = 20 '
4 '� 243,s 242.e L_ soa I 11 lFF 1238 J 11
T-1�t/.ss 439 44� 3 - FF 1244. 2 � FF 1243.S 502 41 .5 C Ila
41..3 GF 1244.5 .rG FG GF 1244, a
TF . 43 v 42.7 50 501 A FG i 11 'P •0 11
PE 1239.8 1 - 38_ 11
2� 44. FL�Cid ��8 •3 s ' A PE 1241 .5 X FF 1240.5 :t 1 I1 FGr 1
_7 :� FG3 43.9 0 Grr244. r �•2 42.8
FF
� M 43.4 43.iG � 5 5 � •�• FF 1242. 2
nl►.- Fc4..,�o.R�b ' � �, �•-
TF -43.0 F1243. T 45. 5+ FG `•C
• • '• 1I L111�j_5j
rG=�� I
F5 - 21.36FG 52rp
A s 54 39.8 1 11 I1 / /
5. 24.e8 N 4i 1• Fi f 53 40.4 FG 1 1;Gr 2�e 2
4 I S - GF 1240.0 f�rb �r3g•p �:�i /
o Rs: Q ` 42.T 7 G 241 .7 8 r
o S,d2 FG 41 • FG 39. Co 1 FG I
6'
� .d 4 G 1
A3 ni v N• . P'L.e o FG o I 1
icy rV ,LP V 2b d � / b. N -9 o, ►- �L.,1sD• N
�7d..d NS8.B6 4 58-86
C; _ �� V• 41.,5 ,ti
35.68 �
*7 1242.41 5 - -
St
F.
1 O �4� G• o
� 1• '' v' Ati �`' 'hd v ►3 hp• .
•
C 0 R T E _
12
°o� �� ~• �`'�,• .ti���'' tiot''�•ao1 , e1 ,� CARDENAS
LOT 99 P�•4, �ti ,�. ��ti ,� ,�4•Ir . o �1°'c,• `ti
OPEN SPACE �ti A, ,• �ti �' " �� A.,
2 . 20 o cD S. .5. 50.03 1 1
F5. S.
• 2 6. IT F
S• 50.03 �► 1 �
•9 �o cc � 4z 5. 37 e 1 49. T3 � 50.03 VC 1z I f3T.
. o _ 4t.i z
FL„ a �� �• 1f - 237. 11
431 _ F G e L b - F G 1 1 1 1
•F�B 43.1 8 42 a '• FGG FG 38.3 FG 1 it L��'+1
44. 1 GF 1243.s 41 . 1 T 39.7 GF 1238.7 38.5 I I I L41 1 1 1
FG GF 1242. 7 FG 1 1 1
44. 1 GF 1244. 42.5 GF 1 241 . 5 40.1 GF 1 240. I
3 I b$. F.G. , 1'L
• x 46 � 45 F'G 39. 9 � 42 ,��,b. 11, I 1 1 37?11
.i F�,c-s s►. 44
41 . 3 43 1 -� 11
x 10 ♦ k L� 2= .Z
Ir .1z 1 11 �50J 11
� a3 4 FF 124 13�FG 135 - FF 1239.2 � 1 1� F 1232•� 11
!O' FF 1244 C x 3. 2 X FF 1240.6 A PE 1238.5 1 1 237,21 1I
.8 Sol PE 1242. 5 FF 1242.0 Vol12 J `1
E 1244. 1 FF !24 10' PE 1241 .3 PE 1239.9 �
b g FG
-5!;*--5!;*- 2x3.FG A p 4'4 C 502 FG A X B4 502 38.5 1 ; 2 FG 2
42. 5
44. 1 502 E 1 50 I _5T .
3T ••
_ r 503
Opt. FG r FG OE T.
OPT. FG FG DECK_I I
DECK
FG j 43. 4 42.5 FG oP T. FG FG QAC tL J 39.9 38.5 0 1
4. 1 1 md4.1 FG
k?-•t. _ 2.2 41 . 3 WCt(_ J 41 . 3 o 39.�9
43. 4 H.P.
ao « o
rlPn _ ... k " �A 2
Underground Service A C ert 104 5 0 o N o N g .L,al 5T.96
O PL. d O o Pa4t 0 ! .L� ,I•i•P S
H• 5T.96
Robert Betin, William Frost & Asso bates ��. _ �•�' 58.42 57.96 LOT 32
o _
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVE ORS 52.09 52.05 LOT 31 P E- 1224.2
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA, CALIFORNI 92590 LOT 2T LOT 28 LOT 29 LOT 30 -
(909) 878-8042 LOT 26 PE= 1226 . 2
PE= 1229 . 8 PE= 1229. 5 PE= 1229. 1 PE= 1228 . 6 PE= 1227 . 6
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKJ SCALE /0►,.. Doti 2ned By Drawn By Checked B
,1 T. -'C�► JL/GL AC/GL RECOMMENDED BY s DATE: 2its q CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor Horizontaly �� F� % Plans Prepared Under The Supervision Of
I ' = 20 ' � c' M ACCEPTED BY: DATE s Z/��'+� TRACT NO , 24135 - 3
Inspector SEE SHEET 1 * It3e3 * Date Z�Z-94- � o A. CASEY
FOR Y ENGINEER
E». 6.30 PRECISE GRADING PLANS
Data Cereplatee Vortical J'� clv%\- �r A
��` CA1..NE R.C.E. Ne. 48393 Espl rag 6-30-96 R.C.E. Ne. 41840 Expires 4-31-96 LOTS 4 2 - 54
Sheet of 2, 1
J . N. 40057 I