HomeMy WebLinkAboutLot 10,13,16 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE
I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33• AS AMENDED BY ORDINANCE 93-04. PRECISE GRADING PLAN ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS• AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALEs SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK").
TRACT
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. NO , 2 LOTS 113 & 16 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 .
SITE ALL CONTRACTORS AND S_IBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' WIDE BY11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL / I OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5 HIGH. / I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
/ PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT / I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �`�� TEMECULAREGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ��c`' ��, WAY / 14 I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 ' DEEP. �Qk. / I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
SITE S �V / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA I WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 4� /
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
R
I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
CERTIFICATION SHALL BE TO T0 ISSUANCE OF THE BUILDING PERMIT -
SITE CONDITIONS DURING THEMPLEE RESPNSIBILITY FOR JOB
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
7. PROVIDE A BROW DITCH• DESIGN T HANDLE FORNLA INDEX MAP / I ALL PERSONS AND PROPERTY• THAT THIS REQUIREMENT SHALL APPLY
ED O DLE 100YR Q STORM FLOWS. CAI) / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS• AND
ALONG TOP OF CUT SLOPES. SCALE: 1' = 100'
/ I THAT THE CONTRACTOR SHALL DEFENDS INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �� C♦ I
° ° LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
THAN ONE FOOT. RANCH 'Pry, r r 1 7 PERFORMANCE OF WORK ON THIS PROJECTS EXCEPTION FOR LIABILITY
4 /
GOLF COJ �v~`l�. I RISING FROM THE N
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �5
'po / I E SOLE NEGLIGENCE OF, THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY OwEN GEOTECHNICALS AND THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
LEIGHTON & ASSOC. DATED JANUARY 30. 1998. TWO SETS OF TEMECULA '� I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 8 1 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS N.T•16 I
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
VICINITY MAP / F I ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 / 1 9 I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON* AND FOR ANY
' DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING I
PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: _ 20 6
GOLF COURSE
ONE (909 ) 694 6411 / 71111.111111 I
CUT SLOPES EQUAL TO OR GREATER THAN l 24 LEGEND
11 . E AN 5 IN VERTICAL HEIGHT AND FILL 7 I
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
e 2 3 TOP OF WALL TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 2 2 8 I -
Z 1 I BOTTOM OF WALL ___ __ BW
EROSIONAND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE __________ _________ _ ________ _ _________ _
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
�`E�c/� - I TOP OF CURB ELEVATION--------------------------------------•----•--••----------........... TC
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS EK( ftft
J
BEEN CLEARED OF WEEDS• DEBRIS• TOPSOIL• AND OTHER DELETERIOUS DViE 5PAD ELEVATION .................................................................................. PE
MATERIAL. I
FINISHED FLOOR ELEVATION ----------------------------------------------•-•----------------. FF
9 I
FINISHED GRADE ELEVATION FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. I HIGH POINT . ...............................................................
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL
4 ....................... . HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A I TOP SLOPE TS
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 3 I ___________ ________ __________ __ _
TF? NO 23 71 � � FLOW LINE --- --- ---- -- ------ FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF I TOP OF GRATE ELEVATION TG
PERMANENT DRAINAGE STRUCTURES* TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT I GARAGE FINISH FLOOR ELEVATION .......................................................... GFF
` 2 I
PROPERTIES.
EXISTING ELEVATION -----...----•-•-----------------------------------------------------•-•- x91.741
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. FIRE HYDRANT LOCATION ...................................................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
STREET LIGHT ----------------------------------------•-------•--------------------------•--•--FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DIRECTION OF DRAINAGE FLOW ..............................................
/
ADJOINING PROPERTIES DURING GRADING OPERATIONS. RETAINING WALL (BY SEPARATE PERMIT) ................................
` I APPROXIMATE E
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- APPR' 0 I ATE LOCATION OF ELECTRIC METER ........................................... ❑
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 1
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30IN SEWER LATERAL LOCATION ................................................................... D
' I
VERTICAL HEIGHT. c WATER LATTERAL AND WATER METER LOCATION D
c.a
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING z 0- Q z ELECTRICAL TRANSFORMER ....................................................................
� W � I
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE = u, o POWER LINE AND HANDHOLES ..................... ❑
1 ------------•----------------------------- H
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN � LOT � /
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE W LINE 3' MIN.
W �� TELEPHONE SERVICE ............................................................................ 0
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. .� c� 5' MIN. a = I GRATE
_ � �W OYq� r ��, --------------------------------------------------------------------------- .......
~ q1 BLOW OFF
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �'~ " � RKQqLa•-•�
� OR,ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. o 0 3' MIN. 1' oU oAIR VALVE.SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER• 2y M1 A. V� --------------------------------------------------------------------•-------------------
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION � •� MAX• TELEVISION PLATFORM ......................................................................... 0
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 2i MSN 21/.
CENTER, COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL 21� M BACKWATER VALVE .••••••..--•.................................................................. g
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW AX' GRADED
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R.
�GRADED 6 MIN. LOT Fc. GRADING TOLERANCE NOTE
. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
LESS THAN I/4 PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
rA'�ft�
CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. NOT TO SCALE
RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
-
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. QUANTITIESESTIMATED EARTHWORK
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE F NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE R/N BACK OF SDWLK LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY NO. LOTS CY/LOT TOTAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
3 15 45
"-
CONSTRUCTION NOTES AND QUANTITIES
I �`�• I ..........
4 INDICATES LOT NUMBER
Q
CURB PLACE 6'PVC (CL 150) 0 s=0.5% MIN 167 LF
• I FF=140.0 3 INDICATES FINISHED FLOOR ELEV.
o::: LAN PE=99.3 FF=100.0 FF=100.0 INDICATES PAD ELEV.
PE=99.3
PLACE 3'PVC (SCHEDULE 40) 10 LF 3 Q
• I PE 99.3 ❑ PE=99.3 4 - --INDICATES BUILDING TYPE
FS 2
3 THROUGH THE CURB DRAIN I P LAN
Q 1 EA 12.0% ?
SEE DETAIL THIS SHEET FMAX
PER PLAN F FLAN LAN �
r _
�c
MIN. 3' MIN. 1% MIN. F 1O'MIN (TYP) RIGHT OF NAY
-. - -► - _ _.� � LAN
DIGALE"PT FG DEEPENED FOOTING
1W AS AS REQUIRED. �
Q - L EXIST. CURB AND GUTTER
UTILITY SERVICE POINT N w
CAL TYPICAL LOT GRA -
BEFORE DING DETAIL BUILDING FOOTPRINTS LD99 069 GR
YOU DIG! NOT TO SCALE NOT TO SCALE
1-800-227-2600 � RICK ENG Comnkiw
UNDERGROUND SERVICE ALERT 3030 C1lloogp AvenUe
Sulu 100
CallRIveraldo.at least 2 working days prior to excavating. _ California 9250T clod 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ypiFESSI Designed by Drawn by Checked by
COUNTY OF RIVERSIDE B.M. T-29-81 1CHE EMR/EH EH EMR RECOMMENDED BY: DATE: Drawing No.
� " M etc CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/20 BRASS DISK I N CONCRETE CYLINDER. Horizontal
IN THE N.W. CORNER OF THE INTERSECT IONNo. 46804 Prepared Under Supervision Of
OF RANCHO CALIFORNIA RD. WITH MARGARITA ,_ w z
1 -100 , ACCEPTED BY: DATE: � �
RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Exp.6-30-99 r i� RONALD J. PARKS PRECISE GRADING PLAN
Inspector OF P.P. (NO NUMBER). 94' NORTH OF THE CENTER Date
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical Oct EDWARD MIC EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 THE MASTERS
WITNESS POST I.O WEST OF MONUMENT. J, -
Date Cmptt'd CMV
4Tf
ELEVAT I ONi 1128.410 (ADJ. 9-13-82) N/A OF CA0* R.C.E. No. 46804 Expires 6-30-99 7449-30-01A M L 0 T S 109 13 & 16
R.C.E. No. 1 9 Expires Sheet 1 of 2
g:\d_13212\212pgd41.dgn
PLOT DATE:09-MAY-1944 JN 13212
Q, CA, \
\ \`\ \ oma,. \\ •y a
6, e� 6
\ \\ \ •gyp o , y•6
17 .
14' DWY PE=1269.1 -
IL \ \\ \ 74.4 TG HP 'sr,Q
o90 Fs�7 72.7 INV Fj4l
t�' C *l40
.00• \ \ \\ , T4. #44
9�
HP
/I 01 16
4a � a 4,1► � O:
SECTION A-A \ / ss ss \ yah 74.4 TG PE=1275.0
/ T 6 72.4 INV FF 2 75�.T
NTS / 6 \ TCB \ 9 A
��, \ C 74.1 TG
/ PE_1260.1 � / � � \ 9� 73.3 INV
FF-1260.8 a \ S9• 74.7
HP
Ifol
\ /
.� d:p GF=1275.0
/ /'`
t>1 ?
\ •
00, \\ � off\�y /
/ 6 \IS
o
• / % \ .,�� pyo' 74.T oa'
NIS HP
ti
3 T4.5
A � -
/ �/ / / 4v \ S O� . . FL s
7 .
PE=1266.5 wIDEI� WY 'So. \\
tB
PE-1270.5
90• / �q / a• '� moi- / \ \
P� 12 / ` s
75.3 \ \
♦
72.5/1 / / / PE=1274.5 / 76.7 FG
0
8 `~r
PE=1271.6 , / /� / • '`� / / � .' �. • t� `l r
14 7
/ �/ / 00• �� / �� � ' I PE=-1278.6 °
73.5 FS �� , � � _
. ' -� .�• S ['/ FF-1279.3 cot
, 10• h� ��, 1276.7 FS ( 4B
74.5 FS �'• / 77.2 ,'�� �`�`' r
RELOCATE DWY
6
�.� 0,9 , o �S, // / 90 , 0 FL
' I
� � '� / T
73.0 � � , ,�
\ / _ t
= FL s 13 W=1278.0
FL / GF 1274.5 9 /
\ / 00' / � FF=278.7 76.8 �-'q 12 C
� - -\
woo
78.0 �� - �' 76.8 _ - - - � - -- _ � 0000wow
10 i 74.5--o FG 77.7 �o G -
/ PE=1274.5 FG / HP +
owl
75,2 FG / /� / FF=1275.2 // \ . - -
-w 000 Ln
78.077.4 - 'Sl
•
73.6
- ---------- - T3.T / 't� \ FG% w L• r 're
FL i ^p r� w O
pati / 74.2 74. �^ti 78 d w-
75 .
--------------------- -2 F�__ i\� HP FG FG
74. ` _� . 469, -
�-"" �
- - - - -- ---- -- - - - - - -- - -�FG� - - _� - - - - _ �•� 191.36' 149.90'
197.51'
,.. . ... ...
\� 2.5'
3'MIN. PVC AT 2% MIN
\� R/w (SCHEDULE 40)
4.5' 2.5'
SIDEWALK PARKWAY3.12 INSTALL POLYETHYLENE
INN .00 -
COVER
�/2'MIN. PLASTIC JOINT MATERIAL
6.�\ 6'MIN. COVER 'QUICK JOINT'OR EQUAL
F L OF PIPE '/2' B 6'MIN. 20y,
ABOVE GUTTER ?' �, ^�� ^ ^�� o
• CONSTRUCTION NOTES
FLOW LINE1 . 0.50% MIN.All •
• \\Yl� \ \yn\�vn n�yn\"\ ' A •
"^`��^ ` `/""" ��� 3'X6' ECCENTRIC L6'PVC 1 ��y Q PLACE 6 PVC (CL 150) e 3=0.57. MIN
(CL 150) Q �\y /��?;^
B REDUCER WITH
DIG ALERT CORE DRILL 3'M[N. PVC AT 2%
CLEANOUT 2'MIN. Q PLACE 3'PVC (SCHEDULE 40)
1Z) TM CURB AS REO'D. CURB & GUTTER (SCHEDULE 40) Q 9' 6' 3Q THROUGH THE CURB DRAIN
SEE DETAIL THIS SHEET LD 99-069 G
CALL
BEFORE THROUGH THE CURB DRAIN DETAIL SECTION B-B
YOU DIG! 3
1400-227-2600 N.T.S. N.T.S. �RICIC ENG
3060 Cn1OC90 Avera»
suiRivI00
vers UNDERGROUND SERVICE ALERT Riverside.
Ca l i Porn l a lZSOT (!0!1 T02-0707
Callat least 2 working days prior to excavating.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: CESS► Designed by Drawn by Checked by
Drawing No.
0%CHEL ELc
EMR/EH EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal
Contractor � W P Prepared Under Supervision Of s No. �seo4 z � / ACCEPTED BY: DATE: 9
SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date S�/ ~ RONALD J. PARKS PRECISE GRADING PLANS
Inspector
Vertical EDWARD MIL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14
� civ„ �`'
Date C it'd N/A 4lF %.%* R.C.E. No. 46804 6-30-99
LOTS 10, 13 & 16 (THE MASTERS)
mp �, Expires R.C.E. No. 19744 Expires 9-30-01 1'"' Sheet 2 of 2
g:\d_13212\212pgd42.dgn
PLOT DATE:09-MAY-1999 JN 13212