HomeMy WebLinkAboutLot 24-40, 62-67 Precise Grading IN THE CITY OF TEMECULA
GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
Gl?,4ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
33. AS AMENDED BY ORDINANCE 93-04. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT24188 - 1PHASE7 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U. S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED NOu 9 OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2 FROM THE TDP OF CUT OR FILL SLOPES. RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL
62 - 67
NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . LOTS 24 - 40 & COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5' HIGH. RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT TR N04 24122-5 PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER 1 ' DEEP. 1 AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
2 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 3 4 5 NEGLIGENCE OF THE OWNER OR ENGINEER.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 7 8 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR gSTUCTURES SHOWN
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 10 11 RECORDS. THE CIVVILTENGINEER NASSUMESBNOILIABILITY SASRTO THE TEXACT ALOCATION
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 12 13
OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
T. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS.
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
ALONG TOP OF CUT SLOPES. _ IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
14 ANDLOCAFORNAN�FALL DAMAGEIORSAFFECTING PROTECTION TOITHE�EKLINESTHER OR NOT SHOWN HEREON,
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT. 23 22 ��
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
70 b
21 20 BENCHMARK
THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS 1 COUNTY OF RIVERSIDE D.M. T-29-81
DATED APRIL 26, 1996 & REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION W 18
......
RECOMMENDATION REPORT DATED NOVEMBER 3• 1997. LETTER DATED JULY 28. 1999. 17 2Y2'BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 16 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 1 INTERSEDTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I N5 OF THE INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 22' X 16' AROUND SO. CALIF. GAS
: A
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 27:
VALVES, 40 N. OF P.P. (NO.*) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD.
FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 . . . .................... 30
............... .... ..
....... . . ....
HOURS N ADVANCE REQUESTING F N I SH OT RADE AND DRAINAGE ..
.............
ADJ. DATE 9/13/82 ELEV. 1128.410
OU S I D CE I L G
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ..
PERMIT FINAL INSPECTION FOR EACH LOT. 2
Q
PHONE: ( 909 ) 694-6411 W
61 ..........
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL Q
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE RAN�hO OAO LEGEND
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM Z 3 R 19
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE Z 8 0 3 �L/ CALIFORN1a c
SECTION 14. 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. C0 TOP OF WALL ___________________ ___
---------------------------------------- ----------- TW
59 m ----------------------•-----------••-•--------------------------------------------
�� BOTTOM OF WALL BW
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS r, q -�
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 35 PA�Bp► ROAD r'' TOP OF CURB ELEVATION ---------------------------------------------------------------------- TC
3
MATERIAL. PAD ELEVATION ............. - - - --
0 � PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PL ACED. PARK SITE FINISHED FLOOR ELEVATION _ FF
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL '�+� 0 `a FINISHED GRADE ELEVATION ______________________________________________________________ ___ FG
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A INDEX MAP �"�
n vg`
T PLACEMENT F F MATERIAL. HIGH POINT ----------------------------------------------------------------------------- HP
REGISTERED ENGINEER PRIOR D0 ILL L 1"-100' 45 �,/ JEREZ -�-�------- ��
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF r 58 44 l� R LANE TOP SLOPE ___________________________________________________________________________________________ TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �q0 FLOW LINE ........................................................................................... FL
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 43 4
PROPERTIES. 57 TOP OF GRATE ELEVATION _____________________________________________________________________ TG
41 42 co HWY. 79S I T E TOP OF FOOTING ---------------------------------------------------------------------- TF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N. T.S.
' GARAGE FINISH FLOOR ELEVATION ......................................................... GFF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 56 � EXISTING ELEVATION (91.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES VICINITY M A P
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT FIRE HYDRANT LOCATION ...................................................... 391 f¢
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 55 ---------------------------------------------------------------------------------------- °�
4 7 STREET LIGHT
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- DIRECTION OF DRAINAGE FLOW ______._._. -------
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE - � - -
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 54 48 1 DEEPENED FOOTING (6' TYPICAL) _____________________________________________________________
VERTICAL HEIGHT. 53 52 49 -----------------------------------------------
51 50 RETAINING WALL (BY SEPARATE PERMIT)
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS _____________ 10
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN � b SEWER LATERAL LOCATION ____________________________________________________________________ 12
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE W z -- _ JEREZ LANE WATER LATERAL AND WATER METER LOCATION ...... w�
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. = W LOT o
M LINE 3 MIN, Cr ... ELECTRICAL TRANSFORMER - 4
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA Cra o
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. Q =" 5' MIN. 4 � POWER LINE AND HANDHOLES ................................................................. Im
Uj
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. °[� ~Q_
�� iW TELEPHONE SERVICE ------------------------------------------------------------------------------ 0
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION " 0 0 3' MIN. 1' o
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON �� GRATE --------------------------------------------------------------------------------------------------- ❑
CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21% MAX
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 21� 2'/. M1N 4 FIRE HYDRANT_____________________________________________________________________________________ fQ
M AIR VALVE
PREVENTION DEVICES PER U.P.C. , CHAPTER 10. R. •M��X .- -
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED TELEVISION PLATFORM ..........................................................................
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. LOT FG. ----------------------------------------------------------------------
GRADED 6'MIN.--� SEWER BACKWATER VALVE_
LOTFG. WATER LINE --------.---------------------------------------------------------------------------------- �_N►�...
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE SEWER LINE
PERMITTED. SECTION A-A ------------------------------------------------------------------------------------------ - - - - - - - - -
FG STORM DRAIN
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE PER PLAN EARTHWORK QUANTITES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG - - - �� - - NO. LOTS CY/LOT TOTAL
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PER PLAN
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. J �� - 1•/�N z 23 15 345
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - -
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. _ R/W
y CURB '
HP 2 INDICATES LOT NUMBER
PER PLAN FF=100.0 FF_100.0 INDICATES FINISHED FLOOR ELEV.
FF=100.0 PE-99.5 PE-99.5 INDICATES PAD ELEV.
DEEPENED PE=99.5 2A 3A INDICATES BUILDING TYPE
FS FOOTING i 1A s
rAS REQUIRED
•� PER PLAN 12.0% o-
MAX
FS .�- FG A FG
ER PLAN PER PLAN PER PLAN
FG RIGHT OF WAY11
5' MIN. 3' MIN. 1% MIN. I PER PLAN
- - - - ---- - - t - - - - - ��
• �� FG
DIGALERT PER PLAN EXIST. CURB AND GUTTER
TV A
CALL CAUTION: TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS LD 00-OOG GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING NOT TO SCALE NOT TO SCALE
RICK ENG COMPANY
100-227-2600 UNDERGROUND FACILITIES IS
� 30'50 WIDOW cago Avenue
00
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ■■� R versI0e,
Cal at least 2 working days prior to excavating. VERIFY IN FIELD. ■!'' Ca 1 1 forn 1 a 92'507 MID) 7i2-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by ,
oFEssiDrawing No.
H °' E 1t EH �M R RECOMMENDED BY:. DATE: 2//4/00. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
h� N,�C E� Fye+
Horizontal 3Q �%
Contractor Plans spared Under Supervision Of
�► W No. 46804 ACCEPTED BY: DATES Z // a`� GRADING PLANS
SEE ABOVE 1'=20' Exp.6-30 03 Date �- /00 RONALD J. PARKS
PRECISE GRAD
Inspector DEPUTY DIRECTOR OF PUBLIC WORKS
Vertical EDWARD M[CHEL ATICA TRACT N0, 24188- 1 LOTS 24-40 & 62-67
`'�"' ,p CAREYES 2 (PHASE 7�
4jF dQ`� 46804 6-30-03
PRECI
Date Cmp It'd N/A �' cA��F R.C.E. No.
VG PLA V
Expires R.C.E. No. 19744 Expires 9-30-01 •. 1�' Sheet 1 of 3
G:\d_13541\541pgd4.dgn
PLOT DATE: 28-JAN-2000 A 13541
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DIG ALERT
TM
CAUL CAUTION:
L00-006 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: V= 20'
1-800-227-2604 UNDERGROUND FACILITIES IS
FJCKENG CO
N K N NEW Suit*
30�o Ch t cago Av.rx,r
UNDERGROUND SERVICE ALERT U OWN. CONTRACTOR T O 20 0 20 40 Sutt• 1 o0
����� R I vers t d�.
a llat least 2 working days prior to excavating. VERIFY I N FIELD.
���� California 92S07 (!0O) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by
SCALE imjr
\cHE EH/EMR EH/CAC EMR RECOMMENDED BY: DATE: Drawing No.
M c CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor v 3 s Prepared Under Supervision Of
Horizontal =' Qat
� 4 No. 46804 � �v � t // c7 d
w z ACCEPTED BY: � DATE. .�
Inspector SEE SHEET N0. 1 1"=20" Exp.6-30-03 Date � RONALD J. PARKS PRECISE GRADING PLANS
P Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 24188- 1, LOT NO. 24-40
Date m sr4T Civ 1\. � - _-
a e C pit d N/A Fars cA\.,Fo R.C.E. No. 46804 Expires 6-30 03 � - ;,� CAREYES 2 PHASE 7
R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of 3
G:\d-13541\541pgd5.dgn PLOT DATE: 28-JAN-2000 JN 13541
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1
SUNNY MEADOWS DRIVE
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DIG ALERT
Tm
. LD 00-006 c
CALL CAUTION:
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' RICK ENG
N FACILITIES C I I T I E S I S %��►' 30'50 Cn I cagc A VOCUO
suite 100
100-227-2600 UNDERGROUND L �_� Rrv.r,►�.
ALERT UNKNOWN. CONTRACTOR TO 40
UNDERGROUND SERVICE A 20 0 20 ►_ _ Ca i i forn I a lrsoT (ios) T82-0701
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed Designed by Drawn by Checked by •
BY: DATE: / Drawing No.
MR RECOMMENDEDCITY a F TEMECULA DEPARTMENT OF PUBLIC WORKS
EH/EMR EH/CAC E
Plan repared Under Supervision Of ao
Horizontal � 3a� � �
Contractor w No. 46804 z � ACCEPTED BY. DATE:
1'=20' Exp.6-30-03 hAmRONALD J. PARKS PRECISE GRADING PLANS
SEE SHEET N0. , A Date == _ TRACT NO. 24888-- 1, LOT 62-67
Inspector EDWARD M[CHEL 4T16AN
Vertical DEPUTY DIRECTOR OF PUBLIC WORKS
4TF `""`' o��♦r 46804 it 6-30-03 ----��, - CAREYES 2 PHASE 7 sneer 3 of 3
Date Cmp It'd N/A q� cr►��F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 ,
PLOT DATE: 28-JAN-2000 A 13541
G:\d-13541\541pgd6.dgn