HomeMy WebLinkAboutTract Map 31053-3 Lot 7-16 Precise Grading GRADING NOTES 'T' ir c t
1 & LGRADING SEDIMENT CONDRETED TROL�O ORDINANCEES N0.SO4L 04,CONFORM
IF APPLICABLE, DTOGT THE EROSION
15 215 ���3pjFTq yoT
STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR � SpR�N�s
CONSTRUCTION ACTIVITIES. AI
dny 1
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Prq�� cin_ e
r
�
DRAINAGE SWALES SHALL 8E A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
P cin
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 is PER FOOT FOR
A MINIMUM OF 3 FEET.
Pha0e
� L to
� 0
3. MAXIMUM CUT AND FILL SLOPES SHALL DE 2:1 . 18
m
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARIrl Of
cSTORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED CityT�: I'`� e �j �jSLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 7 St PRQ�IE T � t
I f 0 1 a
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND S� t�~�
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CUR TC �
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE FL
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO / 0�4 0
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG v�
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS
ONE FOOT, T� C �� ��� VICINITY MAP
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE �'j ' a TRA
AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/7/04. 29635- y ARY NOT TO SCALE
TOP OF FOOTING TF
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE � a TR-31053 U�;� HIGH POINT
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN A PAD ELEV. -0. ' MIN.
TOP OF WALL TW
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ya ,� /
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF SLOPE TSoo
MIN.
�
6"
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � ' e g MUDSILL - p z z
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 4 IN GARAGE AREAS
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE �/ SILL IS 6" MIN
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 , PAD ELEVATION PE 0000.0 - 3 GARAGE FLOOR �.
oqk :� : ABOVE GARAGE
FLOOR SLAB (Exclyvia4ARI $ C � C
� � t `•� � r �IXc�r qR
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION a� VARIES $ S *:� �
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABFINISHED FLOOR FF 0000.0
INSTABILITY FINISHED
1'` 2 GARAGE DETAIL � * ** NOTED) *** VARIES NOTED)
THE GRADING PHASE. 28
WATER SERVICE �W
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, R 27 17 PAD PAD
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE -� � 24 �s i Z FF Z z FF Z
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION.
23
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � / as -
28 a1 � ABRRDEEM LANE
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE 2O I 12'� MIN. ABOVE PAD ELEV.
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 19 � �Z Z � � - z z
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN �9 /\ ' �Ro9p � � -- - ; �� � � � ion �� � � ES
ROUND OFF TOP � M
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBS 1 1 ti qo .,� qX r.
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 30 44 � qyj � - $4 P/L
APPROVE PLACEMENT OF FILL. 1780 4s � 5' R/W--'
UNIT TYPE/ELEVATION
-1 -
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR � � 48
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING / 31 / � 47 sa TYPICAL SIDE YARD DRAINAGE
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE / 43 48
GRADING OPERATIONS. I �E- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
B 32 go BACKWATER VALVES BW � 1 4a 48 52 � � WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 4tSECTION AmwA81 � S � SETBACKAMIOFFTHERCUN P�TIOS, PORCHES,
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH X � eq �c� NTRACES) MAYBE
FROM FRONT PROPERTY CORNER TO THE GARAGE
(1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED O � pA 4O FOR REAR YARD SLOPES GREATER CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL ri 33 09 THAN 5 IN VERTICAL HEIGHT TO THE HOUSE.
SLOPES OVER 30 IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING I Z__ 34 ��� 39
I VARIABLE .SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION g THE SUM OF THE SIDE YARD SETBACKS IS NOT.'LESS THAN
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -4•X' 3$ \ 8 FEET AND THE DISTANCE BETWEEN ADJACENT TRUCTURES
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE -I- 38 IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
GROUND SHALL BE GIVEN. 37 � �?, ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS UNLESS OTHERWISE NOTED - LINO RAC � ������� r'
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE B UND RY ss � �
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE ( � '6 GE VARIES *** VARIES *** �� VARIES ***
STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ���` \ � QNB p�'p 6 'MIN. ... 6 MIN.
1 3' MIN. 3' MIN. 1'
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. \ MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � \ F
� G � � FG FG
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO .10 ' •�:
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ••'s ••;.' EXTRA DEPTH " ' ;.•
,. •>' _ •'e.' FOOTING ••>°
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � � � 12'� MIN. 12" MIN. =PAD ELEV-F��
PUBLIC RIGHT-OF-WAY. WHERE NECESSARY 2:1 MAX. o
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALA: 1 " = 100' 2% MIN. 12" MIN. 6" MIN. �
MIN. 2:1 MAX. 6 NP. 2�
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 20% MAX. MIN. 20% MAX. 2% MIN. �
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL � LOTS INCLUDED 20% MAX.
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE SECTION BmwB SECTION Cowc,
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO., ITEM QUANTITY UNIT
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF � ��F SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �E- �F-�F SEE TYPICAL SIDE YARD DRAINAGE o
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE (DLOT GRADING (10 LOTS x 50 c.r. ) 500 cY 41 ' DETAIL NOTES Q
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE qp' 40'
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O INSTALL 3" P.V.C. SCHED. 40 154 LF 3
BACK OF �
O3 INSTALL 4" PVC SCHEDULE 40 345 LF 2334 /2-56 275 PORCH AREA SIDEWALK
O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 11 EA
� FS PER
PLAN TYPE NOTE. O5 INSTALL 6° GRATE PER NDS NO. 40 OR EQUIVALENT 19 Eq � � � 2 �MAX PLAN VARIES �
mom-
DESIGNATIONS OF PLAN TYPES HAVE CHANGED FROM O6 INSTALL CLEANaUT 6 EA 0•5q MIN � N
ORIGINAL PRODUCT PLACEMENT PLAN AS FOLLOWS: -�- FS PER =
O7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 10 EA I PLAN �i
ORIGINAL DESIGNATION CURRENT DESIGNATION O REMOVE PORTION OF EXISTING DRIVEWAY DEPRESSED CURB & GUTTER, REPLACE PER PLAN o
2358 2334 8 WITH A-6 CURB & GUTTER PER C.O.T. STD. N0. 200 24 LF
2.0� a
2790 2757 TYPICAL FOOTPRINT 2566 2569 PERBPLANF STEPS U 0
PLAN TYPE FOOTPRINTS HAVE REMAINED UNCHANGED SCALE: 1 " = 40' STEP DETAIL o
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UNDERGRQUND SERVICE SOURCE OF TOPOGRAPHY OWNER _.,,� DEVELOPER
� PLANNING ■ DESIGN ■ CONSTRUCTION1__0
ALERT 0
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. MERITAGE HOMES
BASIS OF BEARING NOTE Z
647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 <
CALL TOLL FREE � � ■ 40810 COUNTY CENTER URNS,SUITE 100 RIVERSIDE, CA. 92501 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST �
1 -800-422-4133 �MEcu�A,CALIFORN1A92581-6022 (g51 ) 686-5103 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN �
C O N S U LT I N D 981.e78.8042 FAX 951.878.7240 • www.RBF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 292861 MB 298/86-89. o
TWO WORKING DAYS BEFORE YOU DIG LD07,*073GR Q
J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE pFE$$/� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
Q� N! JDT AMC JDT RECOMMENDED BY: _ F IL �,�L�DATE: _ 29 07 �� �� �(� �� DEPARTMENT OF PUBLIC WORKS Q
3 1/2° DIAMETER ALUMINUM DISK, FLUSH I N 0 T
CONTRACTOR CONCRETE CURB STAMPED 'RIVERSIDE HORIZONTAL � � r � Plans Prepared Under The Supervision Of �
COUNTY BENCH MARK T-46-81 RESET 1997" � r'. ;e ACCEPTED BY: � DATE: �/zJld' q c PRECISE GRADING PLAN
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED � No.80132 ^�'+ �a t�. DANIEL A. XW TRACT 31053-,3
LO
�v• e/�/� DEPUTY DIR CTOR OF PUBLIC �;r��`" - rA��::� Q
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE � 'a' - ����
OVER SANTA GERTRUDES CREEK; 4.5' � �"
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf, el���, 1� N D. TANNER III WORKS/CITY ENGINEER - ��"�� � � PHASE 7: LOTS 7-16 �
DATE COMPLETED CONCRETE SIDEWALK. '! � °• � 'a� a
ELEVATION = 1097- 163 N/A � OF e��,1�� R.C.E. No . 60132 Expires 06-30-08 R.C.E. No. 43212 Expires 03-31-08 >,o;�.aN��aQ� SHEET 1 OF 3 i
CONST RUCTION NOTES,
2 INSTALL 3" PVC SCHEDULE 40
3 INSTALL 4" PVC SCHEDULE 40
4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL 0N THIS SHEET
5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT q
41
INSTALL CLEANOUT 43
56 , ..
PE = )107.7
ACT BOUNDARY PE = 1108.0 18' 1 .
TR 1 18' �
18 S
107.9 5� 18' V4K.
TS 5 5
108.2 1017.2 .�. 1NK
TS FG +
• 9 � MA I LOX
06.8 TG 5 Q6.7 PER LANDSI�P.
06.30 I E FL-1~1P { ARCH I T. P ANS
13.1 LF Q IN. 07.0
. o �• 1.09' M a� ��` •s ''�`
FL-HP07.
a
FL- P 110 .
1
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06•g 06.925
{ RE L PER 42
6 6.23 FG SE ARA PERMIT 106.8
E G
as. 07 ] 6 I PE 1107.7 TS
1 F
3 28 1 LF z 07.2 �►�
0 . a �G a i �, �-. 106.0
r- � CL = I { l FG
# FF-j11o7. { . . . . , 05.8
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5 Q6. TO AR o o 108.E c` F - FL-RP
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0 20 -G8 "` • 3 -T, 2U ccs �-+- z FFz1108.6
FLGB FS v► ® 0.5� �, IF! ARCH T. PL NSA i z �.
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CIA 6.69 (0 � � R LLP 0 FF*1108.7 �- � � � PE*1108.0 J .
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• � a [I'M B.37 FS 1 J LL-
a► S 05.D4 ,- :� 05.7 � .5
y� -� 6 1*� � o o� oQ
r h' c) w 5.68 (� o .-- GF' = 1106.2 F 1106.1 5 STEP .--
JA
FS rC � .5 -- � 6.18 FS - �w
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°s • •a 0.3 LF .4 -
o s - �•CC ".' �` 3 20 LF FG � G .5
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- � t � 0.)� S Fs a5.3 � o� 6 ..-
` 2 STEP FG 5.94 -FG-
1106-26
RIS!
STORM ® 0.58 FS
--- - DRAIN P FP
SANTA 6 1 3. S S 3 S O
GER TRUp � a0.
1 oy4 ST ALLEY 104.82 4.7 `
• �9' 66 42 STAGE I oRM DRq I N R I �- w -arca �. dr
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TRACT oN �'� ro rn 14. 2
LD02-226CO -2 1 'OP
$ 1 AV/AR S Io+ .+97 6fi oAKNORST 10 Te 4 •, 0�
Op.06 ANNAP Wq y 31 I E p r -
1 �NT� oL I s
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1 1/2" MIN. COVER ER L26 MT, ! 1
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6 4 �, 2 STEPS w 6. tr �,
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06.9 FL-H STEP 92•a FS Q F FS ® 0.58 a
�0 b- 2 STEPS- N w 8.19 FS 5 0�.. FS 3 'TEP -v
0 0.42' 6.68 r,, 1 F J a �, -- 04 T � __-�-. .5U
07.1 FG 19 L FS-GBo�'• 06.5 ,� FS •7 6.0 �'� 0 06.34 FS 5.8 5 '61 �; 1 0a.95 FG w
R/W INSTALL a J . a rn G �.. ' FG oo 04.3 8.27 FS 5.1
5 5 3 29. LF .5 °? � .0 a J FG � G -
.. ... ... REMOVABLE I 3 G ''� �o cq 06.4 0 L 6 STEP .7 ► ,� 5.8 06.0 F
FL OF PIPE 1/2 SIDEWALK PUE PLUG WHERE ? zn.6cn FG -
� ni �, FG � "' S � _ � 6.84 FS � � 1 L � �'� �' J r •7 7 � M-i
ABOVE GUTTER - 6 INDICATED C I � '� � GF - 1106.$ a •5 .
FLOWL I NE ON PLANS 4 STEP = J GFS 1107.0 •5 06.7 06.4 w -� -
INVERT ELEV. o r- 7.37 FS 06.9 FG .5 ` M: FG FG GF 1106. w c 6.07 FS
A 06.7 FL- o� 06.0or
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PER PLAN �-- i oo .- .1 �' ,� 4 -� T -n _' 05.4
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.. �. . 08.0 I E 2.0% _ ,--� �. � + v --q 17
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39.9 L�
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ON PLANS I 0 .05 IE z a . S z z r�
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INV ELEV PER PLAN { F -HP BL : 2 �- L.L. cl H
275
19.9 LF .Q FF=1107.5 0 -a �- 1106P
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CURB & GUTTER d 5 3 FF-i1107.3 FF0107.0 06. o • .1
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06.� FG `� �- `� FP�1i08.7 � � -� �'� cfl
r- PEs1108.9 06.7 PE31108.7 06.7 PEz1108.4
40 I87� I 08.6 TG 07.1 PE*1107.1 FL-HP be FG FG �b PE1108.1 �, cn
3 MIN PVC (SCHEDULE ) �• 06.15 06.8 ❑ FF-s1108.
' UNLESS NOTED ON PLANS 2 C 5 06.1 IE FG 6 FG Q5.8 t--
13 2 0 I • FG _ 0� w 06.1 05.8 P54105.8 F o
o z ab o N FG FG -
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a cv 06.7 TG FG o Z 06.9 s$ _ N
ELEVATION ... _ •
5 68.22 I cv FG ea 06.1
f 06.5 0 • � 0 FG
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UNDERGROUND SERVICE i
����� PLANNING ■ F�E91DN ■ CONSTRUCTION
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20 0 20 40 60
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CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 i
1 -800-422-4133 ■ ■ TEMECULA,CALIFORNIA 92591-6422 GRAPHIC SCALE J
C 0 N�- 1..1 LT�I N D 951.676.8042 a FAX 951.878.7240 a www.RBF.com 0
LD07,*073GR o
N DAYS BEFORE YOU DIG
TWO WORKING
J
DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �1►4f 'sf4
� rf►� RECOMMENDED BY: _ DATE: �'��°�'•d� DEPARTMENT" OF PUBLIC WORKS �
V JDT AMC JDT
31/2 DIAMETER ALUM I NUM DISK, FLUSH IN , q rTAN/�/ �,,
CONTRACTOR
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,,,'w `� Plans Prepared Under The Supervision Of ' ¢
COUNTY BENCH MARK T--46-81 RESET 1997" ,� ACCEPTED BY: ' �' �'Q� a� T � PRECISE GRADINGPLAN o
DATE.
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.s41S2 n� '�,. , DAN I A. FCTKOR
c
� M: TRACT 31053-�3� Date. `�
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 8/3%8 -
• � � DEPUTY D I R OF PUBLIC
OVER SANTA GERTRUDES CREEK, 4.5 J N D. TANNER III :. ' PHASE 1. LOTS 7-1� '� WORKS/CITY ENGINEER �
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �► I y J\.. �,,
', - rd f�• .1989 0� O
DATE COMPLETED CONCRETE SIDEWALK.'` �0 ' R.C.E. No. 60132 Ex i res 0630 08 R.C.E. No. 43212 Exp i res 03-31--08 �aN�+ X44 �-
4 L1 p r SHEET 2 OF 3
ELEVATION -- 1697. 163 N/A � ��1
CONSTRUCTION NOTES
7 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 4 3 1
�
8 REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB & PE 1108.4 PE 1147.7
GUTTER, REPLACE WITH A-6 CURB & GUTTER PER C.Q.T. STD. NO. 200 44.78'
66.21
107
j 49. I
j � 1
d' 0
25
� N �
N
22.7 -
j 4' AC P - 110 .
�
.5 C 5' 5' 42
j %
Q 4' 5 5 PE = 1107.7
V S 100
pol
�'
CL �" 28
.001
8
a AR ��°, CL
-7H
Lm 59:-66 - ..- . Iq ._.
a pE:31108.9Lm
w
a
- F F A107.8 cn.
cc PEA107.2
C
q. Ac
. 4 6
� 4 � C
I 8 �A ?'
6
4' I D4
4' ® - PE = 1105.8
-� FF=110$.8 8
' - 2669 v'
PE31108.0 Ln
- � �
-4122. 1 -- I o
00 L
-NA �0I FF=1108.7 0 X75
rt .
0 I PE31108.1 0') CL
,�
134 . 40 "'
.0l z 0.3.9
55
12'
55 Mol . 0
7 5 �' �. 1 v 4, 4'
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0 cn Q Q
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w 44.94 5 18
w J
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y
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00
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CO , + 11
r / co 8 8
28. 7
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Urn)
. -. -- - 3 7.68 ,.. »
24 7 '� � 15-72' Ln
3. r. rn �- _ o' 0 ``- -fl 53.59' .53 � '
9 .8
r w- In Ln
00
7' `� �` 00
4
I
4 03'
I 17
C
PE = 1105.6 w �
0141 C
(0
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N 27 � 2569 o �-
I 275 \CR/ 1 t70cn
At. CR X334 00 o 0
I BL
�.' BL �7'�
FFA107.5 cv
I 5' FFA107.3 M1107.0 �.
FFA107.7 - PE31108.9 p = PE�110 4 4 FF*1108.7 CR c�
PE*1107.1 yc E 1108.7 8.
3 7 7' ,+ �y pka1100.1 FFA108.4 cn
9.2'+- 4 0.2 � F-
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/yam. 7 4 m 37-47
36.40 26 21
w
2 23 2
o PE 1105. � w
PE
PE = 1106.7 = 1106. �'= 1147.2 PE 1107.0 V)'� PE = 1106.5 PE 2 -y ¢
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UNDERGROUND SERVICE I�
O PLANNING Ir DESIGN ■ CONSTRUCTION 20 0 20 40 60
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ALERT I--,
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CALL TOLL FREE 40814 COUNTY CENTER DRIVE,SUITE 100 GRAPHIC SCALE
1 -800-422-4133 TEMECULA,CALIFORNIA 92591-6022
C 0 N 3 LI L.T I ISI E3 951.678.8042 FAX 951.676.7240 www.RBF.com -�
0
TWO WORKING DAYS BEFORE YOU DIG ,; LD07,wO73GR zQ
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK ~` DESIGNED BY DRAWN BY CHECKED BY � DRAINING NO. o
SCALE Q�aF��sr�H � DATE: ��,�q.o a
RECOMMENDED BY. _ D E DEPARTMENT CP PUBLIC WORK
--- -
3 1 2" DIAMETER ALUM I NUM DISK FLUSH IN q T N JDT AMC JDT (S U
CONTRACTOR
CONCRETE CURB STAMPED "RIVERSIDE I VERS I DE HORIZONTAL , • P I an s Prepared Under The Supervision Of N
ol
COUNTY BENCH MARK T-46-81 RESET 1997" ,�; •/'' �D� �
OW& ACCEPTED BY. DATE. ! GRADINGPLAN
EASTERLY OF THE CENTERLINE OF SR-79 ATAS NOTED w N0.$012 OANIEL A . 7cMK'
THE SOUTHEASTERLY CORNER OF THE BRIDGE Da t e. c..;.,:. :;x;:; TRACT 3 LO
INSPECTOR Y
OVER SANTA GERTRUDES CREEK 4.5 � gyp' 8/�/Q8 � (.o
DEPUTY D I R CTOR OF PUBLIC �
.Y.•. ..Y.:....
D. TANNER III ;�- PH�1 � �: L � 7�� `�NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL � �' �, �, WORKS/CITY ENGINEER F-
NORTHERLY
COMPLETED CONCRETE SIDEWALK. ,�` p,� 03-,31-p8 •,, ...�.�ge�.�..�-oHORIZONTALca
�' R.C.E. No . 60132 Expires 06 30 08 R.C.E. No. 43212 Exp i res �oN� 449 CONTROL DATA a.
• SHEET 3 OF 3
ELEVATION - 1097. 163' N/A 4f �A�
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