HomeMy WebLinkAboutLot 33-42 Precise GradingGENERAL GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3., MAXIMUM CUT AND FILL SLOPE - 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
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 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
LINE* GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR O STORM FLOWS.
ALONG TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER
THAN ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED
JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING
DATED APRIL 21. 1999. TWO SETS OF THE FINAL COMPACTION
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS
OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: ( 909) 694-6411
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
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS
MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE -
TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER.
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER.
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1�4 PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB
CONSTRUCTION NOTES AND QUANTITIES
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Calat least 2 working days prior to excavating.
CONSTRUCTION RECORD I DATE BY REVISIONS
Contractor
Inspector
Date Cmplt'd
G:\d_ 13212\212pgd 125.dgn
IN THE CITY OF TEMECULA, CALIFORNIA
PRECISE I GRADING PLANS
TRACT N0. 29033 LOT NOS. 33-42 THE LEGENDS PHASE 6
.0
MEA ow Rb0 WAYI I
TRACT N04 23371-11
W
CL
W
W
0
0o
CC h- Z
00
U 1L.
GRADED
LOT FG.
BACK OF SDWLK
FG
GOLF COURSE
TR NO, 23371-15
LOT
LINE 3' MIN.
5' MIN.
o �
a z
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�u-
�z
Es'Ln
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u -O W
Y. MIN. 1 --. U v
2
2i .E.._. 21Y. MAX.
21y, MA •
x' GRADED -
6' MIN. LOT FG.
/ A
�J NOT TO SCALE
FC
PER PLAN
THROUGH
THE
CURB DRAIN
3 EA
PADELEVATION..............................•--••••---...-••-•-.................................
SEE DETAIL THIS
SHEET
FF
2Q
PLACE 6'
PVC
(CL 150) Q 3=0.57. MIN
96 LF
(D
PLACE 3'
PVC
(SCHEDULE 40)
30 LF
Q
PLACE 4'
PVC
(CL 150) o s=1.0% MIN
180 LF
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Calat least 2 working days prior to excavating.
CONSTRUCTION RECORD I DATE BY REVISIONS
Contractor
Inspector
Date Cmplt'd
G:\d_ 13212\212pgd 125.dgn
IN THE CITY OF TEMECULA, CALIFORNIA
PRECISE I GRADING PLANS
TRACT N0. 29033 LOT NOS. 33-42 THE LEGENDS PHASE 6
.0
MEA ow Rb0 WAYI I
TRACT N04 23371-11
W
CL
W
W
0
0o
CC h- Z
00
U 1L.
GRADED
LOT FG.
BACK OF SDWLK
FG
GOLF COURSE
TR NO, 23371-15
LOT
LINE 3' MIN.
5' MIN.
o �
a z
� 0
�u-
�z
Es'Ln
ZW
u -O W
Y. MIN. 1 --. U v
2
2i .E.._. 21Y. MAX.
21y, MA •
x' GRADED -
6' MIN. LOT FG.
/ A
�J NOT TO SCALE
FC
PER PLAN
INDEX MAP
OPTIONAL RETREAT
TEMECULA
V IL;L VL IT MAI""'
OPTIONAL
BALCONY-..,
DICATES LOT NUMBER
(ICATES FINISHED FLOOR ELEV.
ICATES PAD ELEV.
ICATES BUILDING TYPE
BUILDING FOOTPRINTS
NOT TO SCALE
DATE ACC'D BENCHMARK: SCALE SEAL: ?OESSI Designed by Drawn by Checked by
COUNTY OF RIVERSIDE B.M. T-29-81 1CHE EH/EMR EH EMR RECOMMENDED BY DATE: t �/
2-1/2` BRASS DISK IN CONCRETE CYLINDER. Horizontal � 3P : , ns epored Under Supervision Of .14
IN THE N. w. CORNER OF THE INTERSECTION N0.46804 /
OF RANCHO CAL I FORN I A RD. WITH MARGARITA •- ACCEPTED BY: DATE:
RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-3o-03 Date / 2j 4 RONALD J. PARKS
OF P. P. (A0 NUMBER), 44' NORTH THE t EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
LINE OF RANCHO CAL I FORK I A RD. SE SET FIBERGLASS Vertica I lq CIV 1�.
WITNESS POST 1.0' WEST OF MONUMENT.
ELEVAT 10Ns 1128.410 (ADJ. 9-13-82) N/A TF A� CA�XF°� R.C.E. No. 46804 Expires 6-30-03
R.C.E. No. 19744 Expires 9-30-01
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS* AND THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREEN
BOOK").
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS Of ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
LEGEND
TOPOF WALL.................••--•............................................................... TW
TOPOF FOOTING
TF
��
TOP OF CURB ELEVATION •.....-•-•• .................................... .
PADELEVATION..............................•--••••---...-••-•-.................................
PER PLAN
- ...
FF
FINISHED GRADE ELEVATION.............................•....................................
FG
HIGHPOINT....................................................:...................................
HP
TOPSLOPE...........................•--.........---..............................................
a�
2;.HP
FL
.
TOP OF GRATE ELEVATION......................••............................................
TG
GARAGE FINISH FLOOR ELEVATION..........................................................
•, '
'`1'
(9/14)
. •
0----0
1
PER PLAN
. •
FS
I
APPROXIMATE LOCATION OF ELECTRIC METER ...........................................
• "'
PER PLAN 12.0%
Cs]
WATER LATERAL AND WATER METER LOCATION ......................... ..............
w�
..
FS MAX
POWER LINE AND HANDHOLES................................................................
I •�-.
TELEPHONE SERVICE ........................ ...{{..............{...........iii►..{.i...{..•...►{
a
ER PLAN
J 1
AIRVALVE..............................................•.----•••----•......,...-•-................�
TELEVISION PLATFORM..............................•---•••-............................---•-••
.•
M/
N• 'MN
5 I
777MI
1/. MIN.
FG
PER PLAN
FG
DEEPENED FOOTING
PER PLAN
AS REQUIRED.
eQ -
UTILITY
SERVICE POINT
TYPICAL
LOT
GRADING DETAIL
NOT
TO SCALE
INDEX MAP
OPTIONAL RETREAT
TEMECULA
V IL;L VL IT MAI""'
OPTIONAL
BALCONY-..,
DICATES LOT NUMBER
(ICATES FINISHED FLOOR ELEV.
ICATES PAD ELEV.
ICATES BUILDING TYPE
BUILDING FOOTPRINTS
NOT TO SCALE
DATE ACC'D BENCHMARK: SCALE SEAL: ?OESSI Designed by Drawn by Checked by
COUNTY OF RIVERSIDE B.M. T-29-81 1CHE EH/EMR EH EMR RECOMMENDED BY DATE: t �/
2-1/2` BRASS DISK IN CONCRETE CYLINDER. Horizontal � 3P : , ns epored Under Supervision Of .14
IN THE N. w. CORNER OF THE INTERSECTION N0.46804 /
OF RANCHO CAL I FORN I A RD. WITH MARGARITA •- ACCEPTED BY: DATE:
RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-3o-03 Date / 2j 4 RONALD J. PARKS
OF P. P. (A0 NUMBER), 44' NORTH THE t EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
LINE OF RANCHO CAL I FORK I A RD. SE SET FIBERGLASS Vertica I lq CIV 1�.
WITNESS POST 1.0' WEST OF MONUMENT.
ELEVAT 10Ns 1128.410 (ADJ. 9-13-82) N/A TF A� CA�XF°� R.C.E. No. 46804 Expires 6-30-03
R.C.E. No. 19744 Expires 9-30-01
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS* AND THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREEN
BOOK").
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS Of ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
LEGEND
TOPOF WALL.................••--•............................................................... TW
TOPOF FOOTING
TF
........................................•--......-----..........................
TOP OF CURB ELEVATION •.....-•-•• .................................... .
PADELEVATION..............................•--••••---...-••-•-.................................
PE
FINISHED FLOOR ELEVATION..................................................................
FF
FINISHED GRADE ELEVATION.............................•....................................
FG
HIGHPOINT....................................................:...................................
HP
TOPSLOPE...........................•--.........---..............................................
TS
FLOW LINE ..........................
FL
.
TOP OF GRATE ELEVATION......................••............................................
TG
GARAGE FINISH FLOOR ELEVATION..........................................................
GF
EXISTING ELEVATION..............•.-----...................................................
(9/14)
FIRE HYDRANT LOCATION................•---.........--•••----.............................0-..�-
STREETLIGHT...--•..............................••-•-•..................................---••
0----0
DIRECTION OF DRAINAGE FLOW ..............................................
RETAINING WALL (BY SEPARATE PERMIT) ................................
APPROXIMATE LOCATION OF ELECTRIC METER ...........................................
(�]
SEWER LATERAL LOCATION...................................................................
Cs]
WATER LATERAL AND WATER METER LOCATION ......................... ..............
w�
ELECTRICAL TRANSFORMER.......................................••-•----.....................
POWER LINE AND HANDHOLES................................................................
Q
TELEPHONE SERVICE ........................ ...{{..............{...........iii►..{.i...{..•...►{
a
GRATE...................................•••---•-•-••••••••---••-•-•--...............................
AIRVALVE..............................................•.----•••----•......,...-•-................�
TELEVISION PLATFORM..............................•---•••-............................---•-••
BACKWATER VALVE.............................................................................. Q
GRADING TOLERANCE NOTE
GRADING SHALL BE DONE WITH A TOLERANCE Of 0. 1' OF THE GRADES AND
ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
CONSTRUCTED WITHIN 0.5' OF THE LOCATION SHOWN ON THESE PLANS.
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
ESTIMATED EARTHWORK QUANTITIES
mI
NOTE:EST[MATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
NO. LOTS CY/LOT TOTALS
10
15
150
LD,^1-002 GR
0 IN N McKIENGNEmuNG COMPANY
son D1W Rt"mW& onmv phomax TUCKS
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS oroWinq No.
. ..... PRECISE GRADING PLANS F
TRACT N0. 29033
?Myr LOT NOS. 33-42 s
THE LEGENDS PHASE 6 snea* 1 of 2 a
rtor o.rzsv-J.H-zoos .n 13212
m�\
TRACT N04 23371-11
EXISTING 2:1 SLOPE
oil
)1
----
............. ......................................,..-•........... .. ...,....,....................................
..•...... r `' --132. ,
..... • ... 39
low ammF
••�•
..........
•••••
•
•� ••
:
....................
•..• ': r • ••,••
GOLF COURSE , .........
TRACT NO. 233'71-15
DIG ALERT
• r
cm -L CAUTION:
ku BEFORE
YOU DIG! EXACT LOCATION OF EXISTING
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Cal at least 2 working days prior to excavating, VERIFY IN FIELD.
CONSTRUCTION RECORD DATE BY REVISIONS
Contractor
Inspector
Date Cmp It'd
G:\d_ 13212\212pgd 126.dgn
SCALE: V = 20'
20 0 20 40
DATE I ACC'D
BENCHMARK:
SEE SHEET NO. 1
SCALE
SEAL: VOESS/ Designed by Drawn by Checked by
HCt
ark
Horizontal
No 46804 �680� z P spored Under Supervision Of
10=20' Exp.6-30-03 ejC:; 40 0
Date
Vertical C1V1� \ EDWARD MIC L R TICAN
N/A 4Tf CF CA%,11 R.C.E. No. 46804 Expires 6-30-03
GOLF COURSE
3'MIN. PVC AT 2%
(SCHEDULE 40) -n
1 %2' MIN.
COVER -•--
e O
� n w\\vw •
90
4.5'
SIDEWALK
6'
F.L. OF PIPE 1/2' B 2%
ABOVE GUTTER �—
FLOW LINE
•' B
CORE DRILL
CURB AS REQ'n CURB & GUTTER
2.5'
INSTALL POLYETHYLENEI
PLASTIC JOINT MATERIAL
'QUICK JOINT' OR EQUAL
A p O
2' MIN.
I e'
SECTION B—B
N.T.S.
EASEMENT
1
6' MIN.-� I VARIES
3'X6' ECCENTRIC
REDUCER !jj/
31MIN. PVC AT 2% CLEANOUT
(SCHEDULE 40) 30
THROUGH THE CURB DRAIN DETAIL
N.rs.
CONSTRUCTION NOTES
O1
THROUGH
THE
CURB DRAIN
3
EA
SEE DETAIL THIS
SHEET
02
PLACE 6'
PVC
(CL 150) Q s=0.5% MIN
96
LF
O3
PLACE 3'PVC
(SCHEDULE 40)
30
LF
40
PLACE 4'
PVC
(CL 150) o a=1.0% MIN
180
LF
RECOMMENDED BY: DATE:
ACCEPTED BY: DATE:
RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS
R.C.E. No. 19744 Expires 9-30-01
6' MIN.
6' PVC Q 0.57. MIN O
(CL 150)
OR
4'PVC 01.0% M[N qO
(CL 15 0)
LD 0 1-002 GR
■:rte:■ ENGRqEmNG CcwANY
&a mv Rim", *"p rhomwix TUOM
i it „
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
PRECISE GRADING PLANS {�
TRACT N0. 29033 LOT NOS. 33-42 g
THE LEGENDS
Sheet 2 e,2 I
0
PLOT DATE: 23 -JAN -2001 JN 13212