HomeMy WebLinkAboutTract Map 30264-3 Lot 5-45 Precise Grading TRACT NO, 30264 3
GR-ADM NOTES PRECISE GRADING PLAN
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM
BUILDING CODE, AS AMENDED BY ORDINANCE 93-04.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 1g
REDHAWK PKWY
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED J• `� `( •
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE. \\ �� ` `` Z
� ❑T�85 � Q
3. MAXIMUM CUT OR FILL SLOPES = 2:1. _ - - _--_ \ \ 0,01
\ "Y
4. PROVIDE
SLOPES WIDE
HIGH. 65
BERM OR EQUIVALENT ALONG THE TOP OF ALL 78 79 80 81FILWOLF VALLEY ROAD
I 77
65
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT I 66 67 68 69 70 74 75 76 \ L
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY I 71 72 73 82 \ 7 �Cy PROJECT SITE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS \ q^/c TR, 30264-3
OVER 1' DEEP.
r -o _ � 83
R SHALL SUBMIT TO THE CITY OF TEMECULA
6. A REGISTERED CIVIL ENGINEER ( 1
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 5 4
2 84
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 3
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 15 14 13 12 11 10 9 8 7 6 RAINBOW CANYON
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 1 \ 49 rr ROAD
TOP OF CUT SLOPES. 28
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN I 16 17 18 19 20 21 22 26 27 \ 48 \ rr
ONE FOOT. � 2 3 2 4 2 5 , MAP
29 TR 29305
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 47 LOT 22 NOT TO SCALE
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES - TFT r
DATED JANUARY 17, 2002 _ - w_UTE Imo--SAN
i 30 r 46 �
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE I 55 S4 _-- BA%%
OF
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- I 64 63 45 1
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- I 1 37 36 31 r F BEARINGS FOR THIS MAP IS THE CENTERLINE OF
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � 56 THE BASIS 0 BEA G
I _ _ 1 53 35 34 33 32
_ r 44 2 I WOLF VALLEY ROAD SHOWN AS N51'59'23"E, AS SHOWN ON A
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING J 6257 I - - - MAP RECORDED IN BOOK 220 PAGES 40 THROUGH 56, INCLUSIVE
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE n d 5 2 38I I OF MAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I O trJ 1 43 3 CALIFORNIA
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 61 C 38 39 40 41 I
EACH LOT. I y0*4 58 51. 39 36 3 7
I 60 � y Z I 42 4 I
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 59 S0 40 LEGAL0ft
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM l �- R MnLluTsiu wsy __ 5
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 49 41 35 BEING A SUBDIVISION OF LOT 15 OF TRACT NO. 29305 AS SHOWN BY MAP ON
THE APPROVAL OF FINAL INSPECTION. _ I FILE IN BOOK 378 PAGES 36-48 INCLUSIVE, OF MAPS,
6 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
12. DUST SHALL BE CO 42 1 34
21 20 19 18 17 7
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. 43 I 33 - - -SH7 3
- -
22 16 � 8 I
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING f
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 44 32
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 23 9
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 45 15
31
24
10
14 I r
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 46 30 •
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER ��� I 25 13 12 11
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 47 29 g - FINISHED SURFACE FS ELECTRICAL LINE E
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE TOP OF CURB TL WATER LINE W
PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER 48 I 28 FINISHED GRADE FG GAS LINE G
U.P.C. CHAPTER 10.R. 27 HIGH POINT HP FINISH GRADE FG
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIORPERCENT % EXISTING GRADE (1234.56)
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. - - m ,T _ _ TYPICAL TYP. PROPOSED GRADE 1234.56
ASPHALTIC CONCRETE A.C. •
CONSTRUCTION NOTE NUMBER
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE GRADE BREAK G.B.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CATCH BASIN CB EDGE OF PAVEMENT
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON TOP OF SLOPE T.S. DIRT ROAD
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED MdW CUT/FILL TRANSITION �-�I—
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. EXISTING CONTOUR (11-� A.C. DIKE
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SCALE: 1"=120' PROPOSED CONTOUR 112 SANDBAG LINE 0000
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ENHANCED ELEVATION E ASPHALTIC CONCRETE A.C.
MATERIAL.
�------q PROTECT IN PLACE P.I.P.
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PRE-PLOTTTED COVER DECK DECK ,
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL PRE-PLOTTTED TRELLIS TRELLIS
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES.
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO ,EASURESIONANDETEMPOR TEMPORARY DRAINAGEDURINGORM PROV S ONSONSMUST BEOTECTIVE USED TO EhWR0M8ffAL WMO
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA
�T CiTM NOMS AICD Es�T1 T-W QUA 40' 39' 401 DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM
BE PERMITTED. STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE
PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED
22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, Q1 INSTALL 9"x9" AREA DRAIN NDS OR EQUAL. 3 EA. i SPECIES ACTS.
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL O INSTALL 4" PVC SDR DRAIN LINE. 302 LF.
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. 30 INSTALL 3" PRIVATE DRAIN THROUGH CURB W/4"X3" 3 EA. 2 3 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE
REDUCER PER COUNTY OF RIVERSIDE STANDARD NO. 310 �O 10 �O DISTURBANCE OR GRADING.
23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS
1.5 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT
F )
ORCUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT
WTM TO Tm CO CTOF�
• iI N Ifn
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,
EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER
MORSE 17320 Rsdhia Ave. PACIFIC HOMES DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
suite iso STANDARDCOMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
s
D o K I C H Irvine,CA 92614 I N L A N D EMP I R E D I M S ION UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
Voice:949-251-8821 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
255 East Rincon Street , Suite 200 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
S c N u T z FAX: 949-251-0516 Corona, California 92879-1330 0
Tel No. (909) 372-8500 Fox (909 .372-8510 N
PLANNERS ENGINEERS SURVEYORS QL"-04" �
LM5-17" 3
0
RECORD DATE BY DATE ACCU BBdCH MAW /o DE91a� BY DRAWN BY CHECKED BY DRAWNQ Na o
SCALEO Q of ESS
RECOMMENDED BY: DATE: CITY OF IU&Ct" DEPARTWENT of PUBLIC WORKS
10 HRJ 1 REVISED F1MSH FLOOR ELEV., GARAGE FLOOR RIVERSIDE COUNTY 600-62-69 1970
CONTRACTOR ELEV. $ DRNEWAY GRADES ON ALL UMTS. BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTAL ��Q` �/L� po-
� �, PLANS PREPARED UNDER THE SUPERVISION OF 8 o r
MARKER STAMPED 68 RESET 2.9 MILES S.E. • 3 Z
ADDED PATIO COKER AT REAR OF SEVERAL LOTS - 2 ACCEPTED B Y. DATE. o
TEMECULA ALONG 29RON D FROM HEOST PAVOEDFICE ROADT AS NOTED � Ex No.
o3 313 2006 m c�
INSPECTOR ' F DATE: �' Z� ' y� RONALD J. PARKS TRACT �; 3 ■ �
5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL , C ` * HENR R. J N Z DEPUTY DIRECTOR OF PUBLIC WORKS s N
_ __ ~ LOTS 5-45
3 S.W. OF 36 CONCRETE STANDPIPE. IVr \ � o0
DATE COMPLETED ELEV. 1039.378 9TF 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-07 'r -1 N
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1103.3 o S � /� FL , 3 3 1106.8 1107.8 1107.8 1108.8 1108.8 1109.7 1109.7 1110.7 F�
1103.3 „ Q • 3 4 1105.9 1105.9 1106.8 FG FG 55.10 •1
20.46 --
03.7 0,7� J 1103.7 1 1104.9 1104.9 54.55' FG a • G 54.55 FG FG � �- FG 53.22 +
' 78.66' F��. .� 97.05 � 54.55 FG . . FG 54.55 •
7, ' �° F�\•i G 58.68 F� FG . . 54.55' - 53.22 - - _ _ 55.10
52.10' 54.55 54.55 ------ - -- T-- ----- --- --- -- ------
----- - ---------- --- 52.10' 40.83' 8.42' 50.26' 1.989 52.57' ------ - ---- ---55' ---- - ------- -----
----- --------- - _------ ��.-- - .__ ----- ------ N t
3840 4446
39 60 � 45 1 48
47
42 I-■ ■ _ r---- ---- - r- ----
41 _ ■, 1 1 8't o I
_ r■ a ■i � I 1 �-o--- ■I I
,
IN ml 0 ----- -- 1 1 6.00' ! i i 1 6.00 i ► 5.0' 1
7 f 1 °i 6.00 1 T f 6.00' 1 1 8'f 91t 1 6.0' 81f 1 5.0 1 11 f
5.0 I 7t 7f 5.0 I 1 6'f
61f 1 6.00'
1B
3B 1B 3 A R FF=1105.90
FF=1103.90 FF=11104. PAD=1105.2 GEM CONSTRUCTION NOTES
FF=1102.80 PAD=1103.2 PAD=1104.2 � o
PAD=1102.1 2 C R Q
MORSE 17320 RedhiM Ave. FF=1103.30 N o o ENHANCED ELEVATION 1 INSTALL 9"x9" AREA DRAIN NDS ORE UAL.
Sure 350
PAD=1102.6 o E Q
D 0 K I C M Irvine,CA 92614 0 �, Q2 I N STALL 4 PVC SDR DRAIN LINE.
Voice:949-251-8821 � 03 INSTALL T PRIVATE DRAIN THROUGH CURB W/4"X3" D
S C M U L T Z FAX: 949-251-0516 0
SEE SHEET 6 - TR. 30264-9 REDUCER PER COUNTY OF RIVERSIDE STANDARD N0. 310 SCALE 1"-20' LD06-042GR
PLANNERS ENGINEERS SURVEYORS
L -
3
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE RpFEss�� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
10 FIRJ 1 FISH FLOOR ELEV., GARAGE FLOOR pQ �9� RECOMMENDED BY: DATE. CITY OF TDEPARTMENT OF PUBLIC WORKSC.D
RIVERSIDE COUNTY 600-62-69 1970 �� �y R•
HORIZONTAL
CONTRACTOR ELEV. dt DRIVEIMAY GRADES ON ALL UNMHTS. BRASS DISC SET 1' EAST OF CONCRETE POST ,, �� 'L� �, PLANS PREPARED UNDER THE SUPERVISION OF
ADDED PATIO COKER AT REAR OF SEVERAL. LOTS MARKER STAMPED 68 RESET, 2.9 MILES S.E. _ Z ACCEPTED BY: - DATE: 3 06 N
ALONG PALA ROAD FROM POST OFFICE AT AS NOTED No. 42324 .oG RONALD J. PARKS PRECISE GRADING PLAN o
INSPECTOR TEMECULA 29 N.E. OF THE PAVED ROAD o; Exp. 3-31-2006 � DATE:
5' N.W. OF TEL. POLE NO. 6295, C.W.T. * * HENRY . JI ENEZ DEPUTY DIRECTOR OF PUBLIC WORKS �! TRACT 30264-3
DATE COMPLETED 3' S.W. OF 36' CONCRETE STANDPIPE. VERTICAL �1j. �IV�� �Q'
co
ELEV. 1039.378 qT�'
qc L\F R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-07 '�'�
N/A cA �"' LOTS 20-40 SHEET 2 OF 3
woLF CREEK DRIVE
�-
------------ __-------- _ SOUTH
___ _--------"_-- (0
50.05' 1101.7 1103.7 50. 02' 110 1105.6 50.00' 1105.6 57. 73' - --
iiiiiiiiiiiiiiiiiiiiiillillilllllllllllllllIIIIIIIIIIIIIIIIIIIIIIi
•
51.01' 1101.1v1101.7 F� _ FG ____-_- FG _ FG FG 1107.1 5.14'
� 1101.0 FG --- FG 1107.9 102.59'
-- 53. 33 FG 1� G8 110 RETAL W W� PER 9 1107.1 FG 1107.9 47.83'
FG 1103.6 TRW _/
1 FG FG SEPARATE PERMIT FG �, +� FG 1108.6 1106 'x''
1101. RETAMNNG WALL PER / FG FG /
O
6 0 � 1106.8 ,
_-- SEPARATE PERMIT
+i .r o
HIP
t
55.80 5 1101.4 � ; ■ N ■ c� i� , ii�
1100.7 HP 7
5 +i HP 1103.3 1105. , I
f 55.5 3 ■-- -----I -� - - -� 141 �• Q9 �' Oj o� I
a ■I --- - ■� HP r■ --�--■-� o HP 5.00 I 1107.3 �• O 8 o t
Off' / •�•• �` I '2 h >
o z I I U-' 1105.2 1106.4 J , �b G '� , >> t
1107.3 FG Q ,� 49 -
o -----� I 1100.9 I N _____-� I 1105.8 FG I FL FL A •
I -----, 1 1 •� 1101.2 o z FG 1 �`'. O> S o •B i ►
I -- ----- I■
111111 7 f � I I I I FL o 1103.8 N 0.4' ED ,q0\�,0 '2 C�j �� ��' `� ' 'sfo �`� ► j
�' o ■ o � � 1101.2 FG I�z I FL -� r 1102.9 Ft ■ � � FG 5.0' 5. 0.5 ED 1106.3 � z `>>6 �
�, 1101.2 FG 1105.8 FG 5.0 6' t
_____ 7.00 I I 6.00 6 f 0.1 ED 1101.9 FG 5.0 FL � 116>r&0
I �a ■ e� 1 I 1 7.00' 0.0' ED 6.00' 5.0' 1101.9 FG 0.1' ED I --DECK
I 0.1'ED z 1104.7 0.0' ED 0.5, 2 A F ��►• �. 10, •� t
I p-----------q I I 9'f 1100.3 Q m DECK , �+
! 8't ' ► I I I 0.6' FL 1100.4 0'4 ' 1103.1 Q ED FF=1107.80
7.00' 8'f ED Q FL 5.0' 1103.8 FG FL = PAD=1107.1
'�' ,o'`;•,�C1 ,
I _
I 3 A = 3 C 0.9' 0.3 ED 3 B �D,,>> S 23 f
FF=1101.2 1 A R - �� 0
! 1 g FF=1106.30 o , ,
I 2 C R PAD=1100.7 _ B R FF=1102.40 FF=1104.30 PAD=1105.6 E 6 0� I
FF=1100.7 FF-1100.9 FF-1101.70 PAD=1101.7 PAD=1103.6 0 0.0
I
PAD= - PAD=1101.0
! PAD=1100.4 � �" _- ED %J.
3CR o 8, � �� •
I FF=1100.4 z E 0 Oji: O f �O, SOS icy 1
_ E _ E E 1105.8 1107.3 FG :�' �s ��_ 'Po
(
PAD=1099.9 � � FL G8 0.6 ED
� N
art N 1105.9
� o � .5 r- .5 GF=1107.30
I 1103.8 FG
17? �1 5.00' 1.1 1.3 FG. - -�-W 'S.
I 0 1101.2 FG 1101.2 FG 1100.6 0.6 ED 1104.6 -______--
!
GF-11 0.6' 0.5' ED 1101.9 FG
FL-GB
GF=1103.80 ft-GL3 1.0' �0� oma\` J o
I - 00.2 6 f ED FL-GB •r ED t L6
I 7.00 g f - 1.0 ED 1105.8 FG off' o L0
GF=1100.7 GF=1101.20 ��, 1101.9 FG 1103.8 FG =.Tic 6.
I , , GF 1100.4 7.00' 6.00 7 t 1 0.8' 6•� GF-1101.40 _ 5.0 GF 1105.30 0,6+ m +' .'y �• '�' �� t
ED - -1089 .00 O.T m 5.0' 0.9' ED -� o,_ Q, 1* a, , '
I _=====aae`- 1100.3. 5.00' 105$-fG � 1.1' 115. �'' >> �'
8f - ■
I 1099.7 aK
FL-GB.-. -- 1.0' ED X50 1102.3 :1:1'. 1104.32 058 ^� `��• 4� �. yo�
�, K'- _: :K - --a=====- - ------ 15.7 ? �o °g1• ��� �C� t
II II_ 11 fl _ G8 kt �� , FL B 4'
I II if.it o 11 11 11 11 o o ft-Gl3 `�% , , _ FS 3 ►� c •� t
I GF=1099.9Aw
� �1=L 0 0 1.?� :10997 0 i 31 rd� 3153'
----
,
I ED
8'f 7.00' 0 53-. 09 25. 46
•, ��. ti 110 .44 R��'/ 1q6. 1 ��'N ,��p ►
------ -- 25.43 6 0 10 � 41
! ------a--� o 0 54.79 1 513.04 �' 3\� 1.86: ,.• F$
I �--- 1099. Z 50.04
28.38 �1 •1 � � � d°�'� / >> �j`>> .�1�
55.80 , FS TF o N
C-4
G� •� t
I 11
55 9g 11 .1
f f °D `�° � o �' 4' •�� / O� -- - !''� \� X6,0
w *crc�
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o n ,._. � � r\ � >> � v �, j `� �B�'� 23.38` �.'`� - - c •`�� t
Im 00
loop
14 0 2X d .� -- `��' `n ;�, o'• N `D -�� 1105.62 - 11 1C - _ - ..- _ :- - . '1� �• t o
- +- �, �' _ 15 _3.6X 1 '- �' ¢� �� �2 107.08 _ �� t LO
°l 13 1099.03 -� - _ 12.8TOC 1 ' 16 4.5 �p16• o FS :5k'�' >> t
t
�, w RIM PINE � � _ _ � � „07.14
� � - + N � + � �� _ i~ G - 16.5' >> c' •& // t
WAY FS
C> Ln
_ n w I ao N ^? v 1.49' 11 p� 0�?,
87 T
X22.5%ell
1
1098 1 N „ 103.73'
45.69'
g 9 64
09�� 73.07 ^ o �•' M ►� 1107.03 7.3X.^ ��
1 o �: N ��' 'OS - - - ^ u�•i FS- -^ I o o�8 ao Q = I t
0.6 _j '�� „�. +� 1.OX 4GI. _ " 1106.76 - � 2.0%
9 ---_ - '
,3 E� --- Q' 0 ae- ' g w FS fY = oco UK-
i
OXr- c� r-,
_ I .2 � - ---- 1099.58 TC 1099. _ -- � ��"` 3 �_ o6 t
, ,1099 _ p _ 1100.9 FG _____---- 1 099 a r` o I 9,61• Qrno
FIu __ r ► ► FL
5.00' 0.8'- Eft 0.6' ED ,; �.� 1 FL e N 8 c� i `` I C:)-
'
= !�
I 100.6 13'1 "' o "' N I I 12.00'
51' 1100.3 �� +� 6 FG: I I _ �, Q o �. i N I o �� ►
8.00
Q � t
5 S 0,3' 3 10 FG .1 ED GF=1100.90 1099.52 ' ►o o`` E o�, I o= I �• 1p 30 00 e
100• "� 3g ' >>
- 60 1099.5 1100.9 1 6 RIM o �' I _ 19. 72' _ �' I 1 M t
' - N
- 8.013 GF-1100.30 FG GF-1100. 0.00 I �'
' En- = 1099.3 = FL-GB FG FL-GB I 2.Ox ■ I � o o :&2 11-
� .
�•,'__;�._-�1 -0,1 � 1098� �-GB o � N U�o 10 � I � � N J
1,- + Ep GF;11� FL G8 o N 1099.7 TC o � _ @_j
6
.73 TC 1099.2 o I ?� 1 t
o f 1099 STA. 9+ .47 w := . 8 �� are are o. T- OX ISN. I
FG 0 0'� �1 1 o 1099.23 16.5' o 9 S o a I �' rri `�
ao =5,8X�
�_ Cq
!
Z 2 A R ? 341 �6� '�� eA� o
C o 1
FF=1101.40 Z 1.OX ISN. •
= 101.10 =1100.7
Q 3gR FF 1 PAD M"'I 1099.8 TO _
0.2'ED PAD=1100.4 I �113.95' �-'� OR
_1100.80 = 1100.0 � h
1099.3 FL 1CAD .OX -_ � (D I 0.8'
o� 01 I
1 .7
A p 1 1099 Q 9
` 2 A0= 1 1099.8 rn 18.00' N ■i. I ED
50 = + FL FL 0.3' ED 1100. C>
e ( _ e - _ _
? F Pp:1499 8 10i9�2 = 0.2'ED 8} 0.0'ED FG 12 f 1G `. o N o 8I ! 1105.3 : �• 0 ! -
P 1100.6 I �J' :.T : �o o o I FL-GB
1 F1- .5 I , 5.00 1100.9 �" 1100.1 F--+ 8+8 .99 1 e _ 6 �, ! _
0 11�• 1100.3 _ 1100.6 FG FL + - II o. CN
0 FG I FG z ■ ■ �� 6.00 I z o �6.5 8 o ao I �--- I 0��0 '� O = 0� o ! o
,Ep FG 0,1 ED 8 f I■ o -� FG I ■ o 1 ■ I 1106.7.FG 1106.7 FG ��� EG F 4 � C i
--- 0 1100 9.8X 15.00
0. 1 1 600 N 1100.3 ►--- !_____ •4 I - m o o s 15.0 $' EO : 0.5' ED 0
Ogg.4 I , FG HP O II I _ _ �;� 0 5
N 1 1 z N GF=1106.70 0
p �" i i \ �` Fel. '� `r 1Q99 a 1100.1 M +' �� �, ,�' 2.0x, I 5.00 -;��C� �o�5CA 0,�� �y I
�0 5 10p 0 v, e� 1 ■_ g HP "' LL- Q o MIN. c,! 1105.3
9 1 G - _- NP 1100.7 1100.7 ii B o o I� o 0 0``I FL-GB ►011 c�- ^� •
09 _ „00.4 4 2 ____\ m o N
8' �- 1100.4 4.3 FG �. �- _---- FG ,�' rl% ►; 8" o 0 o e � �`` � Q _
�--- - '_ FG _ ____ 1100.0 TC %_1
e I F
1100A ._ FG____--_- - 5537' • i, 401
10 5 .1 FG- 51.E 1099.5 FL00
oO
10p /� `''r ,_ ----- 3.27' ++ ►
NP 1 �i 11 +,
e, -N 10�B FG ,, ++ 1.0% WIN. 1'_111.51' - v�0�5 ? � 0°' � �� �..
e F� �• 4�' 35'� o =__ 1100.1 TC --g I 0.0' ��'�0�01 +�01• �G �'��'�'�00 �'�0 t :'
N i� '� i
4 _ �. A o 1.Ox ISN. o m �� , o 22'f
t
1 ' o Noe o e N_ o e; 1099. FL o �, I 1 A R o Q� .��o� . �A Q�
O C lei p li 0 i w �- O I.� I FF-1107.20 0.3
- g1 tW i --- .►- - o e I PAD=1106.5 ED
• o= oo -►- ^ oel �e �'•°� oe N I 1105.9 FL y ? ���Q i�:
- ► $ I o 1105.8 'y o �� ? ��Q t
: o .00' 1 FL arc z 1106.7 7 f do• ,NOV, s ► ao
15.00 m oo I ; ; N�! � o ' - 5 I % y FG
i -- M;o 0 cqN 1 0.3' ED I N I '`
Ilool
I U-8 o 9.6X� STA. 8+ .13 12.00 I I �� --- 33'1 FG I ct�,X011 o v �O�
NOTES I I � ^ - ._g + 1�= U II ■ _ 5.0 1106.7 ■ o ■ --- ■ I
CONSTRUCTIONI I ■ WENN, e p c_. - 16.5 M� 2.0X i f FG o - - �' i
n, 1 Q`:�i p +1
O1 INSTALL 9x9 AREA DRAIN NDS OR EQUAL. I o = 1106.2 I
No I o� _ 18.00' .76 .' c -�
2 INSTALL 4 PVC SDR DRAIN LINE. I I o I + .- -: r { �+�, o U- � I �' I 1 6 "P 1108.3 1108.3
1.0% MIN. o CSS 1100.31 TC 16.5 II o,� o 1107.5
" I o 1099.81 FL 9.6X t- I I 1106.5 1106.5 1107.5 FG FG 44.36' F��.t
O3 INSTALL 3 PRIVATE DRAIN THROUGH CURB W/4 X3 ----� _ I FG 52.25' FG � 103.39 •
0 112.31' o 18 18' 29 ? `a 50.00' • • 50.00' 50.00' 50.00' 1
REDUCER PER COUNTY OF RIVERSIDE STANDARD N0. 310 18.00 1 +4 1.0% ISN. 109.24
0 00 30 I _ 56.12'
Lq
JEGM C14 609 44
M O R S E 17320 RedhiN Ave. O
Suite 350 E ENHANCED ELEVATION it
--� 1
D O K I C M Irvine,CA 92614 I �
Voice:949-251-8821 r'DECK-1 PRE-PLOTTTED COVER DECK '��' 0C N U L T Z FAx: 949-251-0516 _ SEESHEET 2 -
TRELLIS PRE PLOTTTED TRELLIS 1 LD06 1042GR
PLANNERS ENGINEERS SURVEYORS SCALE 1"=20' ,
LD05- 179GR 3
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
10 SCALE oQ�OFESS/pNgl RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
I ,t 1 RE��SED RW,-A f-" EL.EII., GARAGE FLOOR RIVERSIDE COUNTY 600-62-69 1970
CONTRACTOR EL.EV. & DRIVEWAY GRADES ON ALL UMTS. BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTAL �� Fti PLANS PREPARED UNDER THE SUPERVISION OF
MARKER STAMPED 68 RESET, 2.9 MILES S.E. cn i �i-� G-- oho T
ADDED PATIO COWER AT REAR OF SEVERAL_ LOTS ALONG PALA ROAD FROM POST OFFICE AT AS NOTED c� No. 42324 mqe%Att ACCEPTED BY: DATE: 3 Zo 0
INSPECTOR TEMECULA 29' N.E. OF THE PAVED ROAD Exp. 3-31-2006 DATE: 50, 20-04 RONALD J. PARKS PRECISE GRADING PLAN
5' N.W. OF TEL. POLE NO. 6295, C.W.T. NR R. JI Z DEPUTY DIRECTOR OF PUBLIC WORKS 8 TRACT 30264_3 �.,
3' S.W. OF 36' CONCRETE STANDPIPE. VERTICAL Jj. CAVIL �P •. i
DATE COMPLETED 00
ELEV. 1039.378 9�F qc L1F R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-07 �'��--=-=ice= _ _
N/A CA �..,� LOTS 5 19, 41 45 SHEET 3 OF 3CN