HomeMy WebLinkAboutTract Map 31053-1 Lot 1-7,34-38 Precise Grading GRADING NOTES _
is 215
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION t= [EN
& SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE Tract No . 31053 1 ABIERD
STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR
CONSTRUCTION ACTIVITIES. 1111
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. reciseGr
adingl
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL h
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. ase Lots 1 �" a nd - 38
15
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 .
lif
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARFOWS OR orni
PROVIDE GRADED BERMS In City ALONG THE TOP OF ALL GRADED of
STORM L
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 7
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. E
LEGEND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB0000.00
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TIC
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP.
c0 FLOW LINE 7R. 31053-3 �
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 o '' ACT, k 1
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG
9a ,- VNQ-A `
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS \ \ �` XVICINITY MAP
ONE FOOT. _ `\ ',
TOP OF GRATE TG - �\ F r-__---- , 5 \ NOT TO SCALE
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE \
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 8/15/01 . TF 24 \
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTINGS / \` \
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW '
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN Q ' \
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TS _ �, �✓ ,"' I/so ►� s3
TOP OF SLOPE 25
-
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 22 o
4.) :
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 1b
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE Z1 2d HIGH POINT
' / ,•' ' �p` PAD ELEV. -0. MIN.
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-641 1 . PAD ELEVATION PE 0000.0 -- �� - A
so , p - R
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION `
EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 -,-- `�p� � 27 � `, R. 30559-1 6" MIN.
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM ,,�0 Q. - 2s MUDSILL
DURING THE GRADING PHASE. �.� G �`
WATER SERVICE IN GARAGE AREAS
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, , 2a GARAGE FLOOR - SILL IS 6 MIN �i rn, 0 TV
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE �S
is 34 _ ABOVE GARAGE
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ' , 30 35 FLOOR SLAB VARIES VARI s
33 B C RIESC
SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY `� * ** � ** VARIES N
e)
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 1
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS30
� , .�,� 32 .-_.-------_ � ' GARAGE DETAIL
BEEN CLEARED OF WEEDS DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE 31 `� PAD PAD
' T BE PLACED THE TERRAIN � is �, � � -� � z FF z z FF z
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 0
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER \• -_ ,. - 37
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 15
APPROVE PLACEMENT OF FILL. 780\ J
UNIT TYPE/ELEVATION 39
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES \�R
z z
ADJOINING � � ,` ,'' s �``` c�� ,,-�� � 12" MIN. ABOVE PAD ELEV. CO z � o � �
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT _ •O� ' m
Es x-
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE -- 7�, ROUND OFF TOP �0x Mq,Y 10% MAX
GRADING OPERATIONS. � Al 13 10 � F�
of
14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW T �� P/L 5' R
0
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH �a 12 d
1 .5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED ACT :2.9639-2 TYPICAL SIDE YARD DRAINAGE
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL
SLOPES OVER 30' IN VERTICAL HEIGHT. 4 "'� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
EXTRA DEPTH FOOTING ��� �, '- J 'moo WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION \ a �a OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
NATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -O.X :� p�► .
OF BUILDING PAD ELEVATIONS. TRACT SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7
-�
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE �.._ \ BOUNDARY FOR REAR YARD SLOPES GREATER �f- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
'
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR
GROUND SHALL BE GIVEN. 7RAC7 29639--2 THAN 5IN VERTICAL HEIGHT
TO THE HOUSE.
z VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS
THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE
8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE
IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE.
\ MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. \
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO R
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
6" MIN. VARIES *** VARIES *** 6" MIN. VARIES *** E
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 3' MIN. 1' 1' 3' MIN. 1'
3' MIN. O
LO
PUBLIC RIGHT-OF-WAY. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" N
MIN.
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 = 100 FG FG FG to
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS77
EST THE APPROPRIATE PLAN REVISIONS SHALL "' LOTS INCLUDED EXTRA DEPTH .;
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, Nl
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FOOTING co
DOES NOT IMPLY OR PROVIDE 12" MIN. 12" MIN. =PAD ELEV-FG 2:1 MAX.
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA CONSTRUCTION NOTES & QUANTITY ESTIMATE
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF WHERE NECESSARY o
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ITEM QUANTITY UNIT 41 ' 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. 0Q
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE NO. 40
40' 20% MAX. MIN. 20% MAX. 2% MIN. ca
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Qi LOT GRADING (12 LOTS x 50 C.Y.) 600 CY 20% MAX. 30
SECTION B-B SECTION C-C
(D INSTALL 3" P.V.C. SCHED. 40 165 LF
33 256 75 CN
�f- SEE TYPICAL SIDE YARD DRAINAGE
SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES n
O INSTALL 4" PVC SCHEDULE 40 45 LF - DETAIL NOTES
00
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 12 EA co 0 (D `~
• w
Ln
p5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 12 EA PORCH AREA S DEWAO K
CL
O INSTALL CLEANOUT 1 EA "7
FS PER o
CONSTRUCT RES I DENT I AL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 12 EA 2.0% MAX PLAN VARIES
REP/�LAVE CEPWRTHOA-6FCURB Sk TING
GUTTER VPERYCAO RTOACHDDEPRESSNO � CURB k GUT. , 24 LF TYPICAL FOOTPRINT o•5% MIN to
I
SCALE: 1" = 40' FS PER
PLAN w
PER PLAN w
5.0% MAX w
UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER NUMBER of STEPS o.sz MIN
c7:3 PER PLAN
ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE
0
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. MERITAGE HOMES Q
647 N. MAIN STREET, SUITE 1 A19600 FAIRCHILD ROAD, SUITE 270 STEP DETAIL
CALL TOLL FREE 40M couvnrCNTM oWEsty m RIVERSIDE, CA. 92501 IRVINE, CA 92612-2510 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST >
ME
1 -800-422-4133 TECULA,CALFOFHA 92591--4679 (951 ) 686-5103 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN
CONSULTING 951.676.8042- FAX 951.676.7240 - www.RW.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89.
LD05-120GR
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TWO WORKING DAYS BEFORE YOU DIG
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RECORD DATE BY REVISIONS DATE ACCT BENCH MARK vESSf DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
CONSTRUCTIONSCALE Q�� 4N� RECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Q
3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN e��D O. T AN,�i. JD T AMC JD T
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL y 'pr Plans Prepared Under The Supervision Of
Co " o r �.� o� z PRECISE GRADING PLAN
COUNTY BENCH MARK T-46mm-81 RESET 1997 �, ACCEPTED BY: DATE:
EASTERLY OF THE CENTERLINE of SR-79 AT ,S �7m w No.60132 �., A /'3 05 RONALD J J. PARKS c TRACT 310 53-1 ABERDEEN A T H A R VE S T O N
THE SOUTHEASTERLY CORNER OF THE BRIDGE _ 6/30/06 'd Date: ✓ DEPUTY DIRECTOR OF PUBLIC WORKS o ' <
INSPECTOR � a� IF
OVER SANTA GERTRUDES CREEK; 4.5 (J-" D. TANNER IIINORTHERLY OF THE SOUTHERLY SIDE of THE VERTICAL sr � t ti� n- __- - � PHASE 2: LOTS 1-7 & 34-38
1V� � -
DATE COMPLETED CONCRETE SIDEWALK. 'jf R.C.E. No. 60132 Ex i res 06-30.06 R.C.E. No. 19744 Ex I res 09-30-07 f�f �9ea_ i
ELEVATION = 1097.163' N/A OF C A�� P P °'�• SHEET 1 OF
CONSTRUCTION NOTES
INSTALL 3" PVC SCHEDULE 40 _
1 -
Q INSTALL 4" PVC SCHEDULE 40 o
4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET /
Q
98.8 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 5' 50 R/W 3• INSTALL FL-W I
FL OF PIPE 1/2" REMOVABLE
Q INSTALL CLEANOUT ABOVE GUTTER 6" SIDEWALK PUE PL ND GATED - E• 'n�0
INVERT NELEV. A I ON PLANS ��� c LOT 39
PER PLAN �% 1 1/2n MIN. COVER-i 3 ?, O \
NOTE. LL- Y = •-;..r >_ _ PE = 1099.3
\
-: = -
SEE SHEET 3 FOR HORIZONTAL CONTROL DATA `=� "3 ' "." : _ 100.0
a
k.s j-..•-`�._.;-�- -_ - - ice.. ��- _.-K=.' _-�, '�+-..-: �� (j rs a
.r
.�._r:'{ / /, 4 PVC
�\ WHERE a =�• 4Z/11rp9 9
INDICATED I " "
ON PLANS 9 6
JC14 �� O d'• \ /
CURB & GUTTER INV ELEV PER PLAN ECTION A- `o � -o
" " " V �N /
3"x4" REDUCER 4 x 4 x 4 TEE ,
"� o
3" MIN PVC (SCHEDULE 40) "
�;
13' O 2.0X UNLESS NOTED ON PLANS - O -�j`r / � �'� � 98.5 \
ELEVATION 97.5x . ,/ 9 s - ads
M ga FLAP \
� VG
� •?p �1 9 45 /g"1� FG S-�P
/ , ga 5 $g1 FS M
PRIVATE DRAIN THROUGH CURB DETAIL(�) 97.5 TG 5It g0
^ 96.96 IE 2 R 10, 99.7 \
214.0
�c
( 97.4 TG
T
- 4 c�1fi8 �� T 96.90 I 5 1 --
- ------------- `;
co ro
o�
.�� �
cr7 � �G .7 97.3 FL--C� � -1.O - >S ) lc
X MIN '
1.0 EY
s� 97.91 2 'n 4
ao� ap F
96.72 a- 2 3 o G
_ u '
/ 12 � �� TC �►• .9 �•n 2 1 0.33 33
-
/ PE = 1100.8 G N �v' '„�O I.` 4wSTEP (;� 10.
/ 20 0 20 I ---- S x.ox 9x STEP OX '
,.. 40 60 ----- - _ 5 e'fi7 FS MIN. /
98.51 FS
/ GRAPHIC SCALE ' 96.52�fF � FF ; 109
8.4 98.4
/ 100.1 PE = 1100.4 / I ���C .5% 97.2 FL-GB FG '
149
TS F�- �° - -
10
/ - - 1 o o�F �-MIN
0 6 PE = 1100.2 9 II .� 1� �� ?,•. •o� MIN
, 6 F11 PE = 1099.8 O / 1 rn a 98.0
8 I TC'35 `�, `� ,, �n FG
/ G 98.5 11 Q cn o X� 98 0
FL PE = 1099.4 `J 5 98.1 ti F 1 o' I
o '� RE W L I Q "'O 7 F G >o
G
P E 1 - _ 4" S 275
/ � FG S '� •_ 0 2 � 98.1 � - ...._ � _.,_ - � � ,r-.. 27 FS
------ - SR
S .49 3 2 �I
� lit
98. 7 � _ � , � S MIN
7 FG 97. °'FC' g6. 0 - FF y 1098.6 97.8
� �O PE = 1098.0 FL40
• Mr 33 `v r� .,� A I LBOX cc F`- s• 7,7% " 97
97.1 PER LANDS �-1 .5
o z o FLSy II AR PLA Q Og FG 98.0 N
,,� N o z •s .5 FG ]
97 I � �i� ' •O8 TC '� 9 F 3 .1 I `per
L
� - � 1098.7 1�•8 .3 �•3 97.9 FG 9 FG 3 �! � 95• C 4 95.fit IE 5 96.26 TG - - - �
» S ^ F
a - - S � - G FG 9
CO \ Z � F � o .- 58 z FG
/ /,,!x
N 1 B _ AL FG - I I - FS E•67 96 10� MINarte. o .n 9a• Q 5 FG T PL:$71 I2z g5• ? G 2 970 a �.
, C� °� _ 5 z 0 0 k/ o o 8 o n/�, 'r SOP. FG O c":
/ ,v / 0 �` F �C' ,,�j �'� FG - ga. .33 0 I r F�- •� o RET• W Ty. $- �
\ _ A 96. g I Q
'b _ � �'' '^`nom \ o PE = 1097 9 M � ^o .05 3O �. PER SEP, PE LL
,� o► o .3 I r �+ IT
FL-F fl I
/-_..... •� �*'r 'a+ FS 13 / STS, •1 ,�' .3 1098• ae GF = .•` � z � '- 2 S �
98.97 F � 3 0 1 Qg8.0 ^ ,.�
233 97.0 I
g8. 4■ C o 'n o N " 56 FG 0
� 4 .2 N a s s R 97.1 - I I s7.0 5'
97• �' 98. °� I `� a F C E-
1 F h �O °� `I• � FS �` ,� FG o '- •6 57 FS FF = P I FG �
\ O°� gyp, ¢, 4 8 'n •r 98.0 1098.5 O 0.33 .4 r I 3' AV/AR
ST •21 ,� ,� F / PE 1p _ 2• ``�i1 - --- o FF � M
- _ O �p. �► F$ v, o� G X8.3 ' 97.9 0 -
/ °��, '�(� FS `G8 FGI 1 97 N MIH I I P.U. ------- ------ _ - S �- FS 4" STEP PE 1097 6 2. X1,1 LO
7 ,R T �l _� (rYP.) - - - - 4x 7
/ . `�,�F ►� �_ g FS 7 G ' odw ^' 98.38 �' 4" STEP FS-GB I 96.9 [ I h.�C, 4 S W 9 ,g .2 7.2 z 27 FS MIN. I ,n
ex� aA 63 5 1 5 97. 19 "�' �" o FS 98 17 �' FG `+ V 4' I I 94 43 rC 97.0 -.._..�...__, o
97.07 a' 3 ST ' FS o GF = 4 9�j G FG M
S F £PS � � •2 � - 1097.4 " I I £
'1, `r'1, k 96.78 A 0.58 o z . 2 4 STEP ;n 1 1.0%
F 1 �w1 FS w n 96'8 9 .41 1 7.57 FS !� 95.7 TG ��MtN / I l a,
ro 1� j Q FS o' 4' I " 95.20 5 98 I C'
6 FH IE � •p cn
/ ar p, °� � ti 'S 1' •.� � ,
tK F� �,�► Q g6 --�F5 � 96.9 I 4• TS I
/ �c} y�- ^ ., 6 ^t a co H J FG I - •gg - O 0
O cry v a N S FS TG ry 4
99 1 0� �` ® `�� , o
FG 2 95 98 95.66
2 2 20 7 60 t --------- 96.22 95.83 FS O 0.58 / �. - - - -- - - - - - - - ��'
/ ---------- c
B 34 4 20 0 FL s 97 r•2 2 / >p� _ �w� SFS' FS r N
/ IN• F L 's 13' --- 97. 4 TG �� -- --------- ---- ---------- - o ^ti4'�
95.
1n,
F _ .7 7• -� lN' 7.7� I£ 4 t > - ------ v. `\' '` -
- - (W
'099.8
_ 1 5 7• TC ----- h• �� rn N FEA
I
/ 099 2 " S FS
97,4�0 I 5 9j 4 TC`. ry d _�IV -1 --- aoa S cti
4
+ri
T£P 97 99 1 4
•- 5' 99.47 FS 2 FS S N �" SEWER -- ®� r� , 9�
of .0 L.F 17 - � ,�-
2 x 2 ~
0 0.9x -- - -_ ry��• N
99.2 ® 0 3,3 G9'0 4rn� 9 .95 - --- __
100. 2�, F g9 ri 919 0 ,� FS
2 w e. 27+83.64 CORRIGAN PLACE
- - --
TS G.2 84 o �--_- ------- - -- �'' =18+18.66 DALTON ROAD NORTH _ o
F Fs 1 0� N O gl 6 ____ -- D g L Y O 18 q INTERSECTION 19 zz
S N
�1-oz MIN g1 � r�, c •o - ROAD � - ,,,,
C' .Sj
--- ------8" 27+85.64 CORR I GAN PLACE \-- -
3`G8 � FS 1" AV/AR MATS 6" � _ -_
98 ----- - ------- --- --- -_
=18+18.66 DALTON ROAD (SOUTH) -- to
o
�•3 FL _ - - ----- INTERSECTION l -==-
`G8 98.9 o `��' - _ C' S ....
"
w
UNDERGROUND SERVICE �} 1 �
a
ALERT PLANNING ■ DEsI[3N ■ CONSTRUCTION -- I
CD
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CALL TOLL FREE �, �oeto��c�rr�o�vE �� 1" AV/AR
1 -800-422-4133 ■ ■ T�CULA,c A 925A1_46T9 1097.40 10
Lb05- 120GRCONSLILT1NG 95t.s76.eaa2- FAX s51.s7s.724o www.FiBF-cam FZIMrn �
1 1 1 I I CA
TWO WORKING DAYS BEFORE YOU DIG o
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�p�ESSIp�, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O T JDT AMC JDT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Q
CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,W� a� ,~ � �6, PI Plans Pre Prepared Under The Supervision Of
COUNTY BENCH MARK T-46-81 RESET 1997" ,� �`� �- -- P ¢
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No,60132 r" -- A ACCEPTED BY: DATE. o �� PRECISE GRADING PLAN
INSPECTOR THE SOUTHEASTERLY CORNER OF THE,BRIDGE Exp e�3%6 � Date: -/ /3 ds RONALD J. PARKS TRACT 31 O 53-1
OVER SANTA GERTRUDES CREEK; 4.5 DEPUTY DIRECTOR OF PUBLIC WORKS _ ___ , ABERDEEN AT H A R VE S T O N
DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL .r�, CI It ��� HN D. TANNER III _ PHASE 2: LOTS 1-7 & 34-38
CONCRETE SIDEWALK. 'j :---•s_
R.C.E. No. 60132 Ex I res 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07 S WA L E DESIGN
ELEVATION = 1097.163' N/A aF C A�1 P • SHEET 2 OF --
78.00
-
CONSTRUCTION NOTES "
Q7 2 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 p 1
8
~ 1
Q8 REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB & GUT. , I
REPLACE WITH A-6 CURB & GUT. PER C.O.T. STD. NO. 200
NOTE:
LOT 39
SEE SHEET 2 FOR SWALE DESIGN
oma. \
9.99, \
N' �Ik
4�o
tih p t
8 r \ I
26 52
4
L
0 '
FRS 12 p' 128. 11t'to
x
0 .67
61.fib' 87.58,
ca
7 D'wY. DOC)
o
42.79 0.C. c`"°
40 60
v
FROM M. '
20 0 20 ;0 0 l/
w-14.5
10. 1 ,t I /
/ 12 GRAPHIC SCALE /
/ PE = 1100.8
3 LO /
L 1:ic U3
/ co '� I N FF =
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ALERT PLANNIN13 INDESIGN ■ CONSTRUCTION
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1 -800-422-4133 ■ ■ ■ 1rEJAECULA,CALF XWA 925M-4679LD05-120GR
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CONSULTING 951_67s.A042• FAX 951.676.7240 www .00m
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TWO WORKING DAYS BEFORE YOU DIG
DRAWING NO. o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE j%gVESSIV DESIGNED BY DRAWN BY CHECKED BY
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN & JDT
AMC JDT RECOMMENDED BY: DATE: CITY C TEMECULA DEPARTMENT OF PUBLIC WORKS 0
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`� 'p �� Plans Prepared Under The Supervision Of
CONTRACTOR y ��-" •'' ACCEPTED BY: L DATE: OS OF T PRECISE GRADING PLAN o
COUNTY BENCH MARK T-46-81 RESET 1997 . , ,�. z
EASTERLY OF THE CENTERLINE of SR-79 AT AS NOTED W No.W1 Date: `/ �3 �J RONALD J. PARKS - TRACT 31053-1, ABERDEEN AT HARVESTON
THE SOUTHEASTERLY CORNER OF THE BRIDGE - <
INSPECTOR �p• �/�/� � DEPUTY DIRECTOR OF PUBLIC WORKS �_ ---- w
OVER SANTA GERTRUDES CREEK; 4.5 N D. TANNER III __ PHASE 2. LOTS 1-7 & 34-38
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL > el V Iv ,�ti! - Cl
SIDEWALK. l 0� 06 30-06 R.C.E. No. 19744 Expires r e s 09-30-07frf = 9ea:- HORIZONTAL CONTROL DATA SHEET 3 OF :3 i
DATE COMPLETED CONCRETE SIDE f OF C f►l1� R.C.E. No. 60132 Expires R.C E p ..
ELEVATION = 1097.163 N/A