HomeMy WebLinkAboutLot 3 Precise Grading GRADING AND SITE PLAN FOR.
CONSTRUCTION NOTES QUANTITIES
GENERAL GRADING NOTES rl_�__CONSTRUCT 3 11 A.C. OVER 6 LASS ]I BASE. 73 TOA15 A C.
160 C V 84 SE
1. ALL GRADING SHALL CONFORM TO THE UNIFORM B JILDING CODE, CHAPTER 70, AS
AMENDED BY ORDINANCE 457. CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY
(D-STD. NO. 200 (6- C.F.)
col E T $1 01
2. MAXIMUM CUT AND FILL SLOPES - 2:1 (UNLESS OTHERWISE SHOWN). 1w CONSTRUCT TYPE D CURB PER RIVERSIDE COUNTY STD. NO. 204
3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS, (6- C.F.)
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. CONSTRUCT 4' WIDE CONCRETE CROSS GUTTER PER DETAIL ON
@-SHEET NO. 1
4. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY MAINTENANCE AREA
DEPARTMENT WRrFrEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 5. CONSTRUCT 6' HIGH BLOCKWALL
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING,
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF-CUT 6. ' CONSTRUCT 6'1 P C.C.
FILL SLOPES.
PLACE 6' HIGH CHAIN LINK FENCE
G)
5.1 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
TION BY
PRELIMINARY SOILS INVESTIGA A/
(geFO 7g5CH1V1'eq,1-- DATED M4V- -/- IF98
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT PRIVATE ENGINEERS NOTICE TO CONTRACTORS
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
8. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 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 SUB-
9. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS�
OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS COMPLIANCE WITH '
INSPECTION FOR EACH LOT. dol /�o SAID REGULATIONS AND ORDERS.
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED X CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. % ��l
% FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
% INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
% CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
% CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER
VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TOP
TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE.PLANTED AT 10, ON SOIL % RMLE S FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' SAN G STORAGE %% PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH, 15,AQKFLOW STO % NEGLIGENCE OF THE OWNER OR ENGINEER.
%%fta SCALE: I"= 40' lo
PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
eWASH RACK ROL-LED THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
12. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAT GATE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
1/2' PER FOOT FOR A MINIMUM OF 3 FEET. 6' HIGH PUMP"4#ROLLE! RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID
BLOCK GATE LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE
WALL GAS CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRfbATION COMPANIES
1____AGE_j TR SH PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
GAS STOR ENCLOSURE AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR
0 TANK
PROTECTION TO THESE LINES.
6'HIGH Oka
ROLLED GATE BLOCK
PAVING NOTES WALL
A.C. PAVEM NT--�
1. MINIMUM PARKING LOT GRADE SHALL BE 1%. 1
A Nj j?
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.3 1 5%. 0,
MAITENANCE COVERED
TRACTOR '01 i"o
BUILDING
STORAGE No,23155
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO �, I I
tj, Exp 19/31m
PLACEMENT OF PAVING. SOILS ENGINEERS CERTIFICATE
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE LIMITS OF CONSTRUCTION LINE----�" CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR SOILS REPORT FOR THIS
OF 0.05 GALLONS PER SQUARE YARD,ASPHALT EMULSION SHALL CONFORM TO SECTIONS SUBDivisibN DATED 05-04-88, PROJECT NUMBER 510-51-1, REPORT NUMBER 510-15-1, BY OWENS
37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. CONSULTANTS, 10065 OLD GROVE ROAD, SAN DIEGO, CALIFORNIA 92131 (619) 695-3150.
BY: R.C.E. NO.: 951s-r DATE:
5. 'THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 6L-,
ENGINEERING DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY
RIGHT-OF-WAY. LEGAL DESCRIPTION
Emp 12131M
6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY DEPARTMENT ISI PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP NO. 21884 FILED IN BOOK 144, PAGES 24
'ZE
ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
HAS BEEN PLACED. COUNTY, CALIFORNIA,
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE LEGEND TOPOGRAPHY
INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (714) 694-6400. 41
TF* - * - - - e * * - e * - e * TOP OFFOOTING CONTOURS AND ELEVATIONS PROVIDED FROM PHOTOGRAMMETRIC METHODS IN CONFORMANCE
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% COMPACTION OF F G. WITH THE U.S. MAP ACCURACY STANDARDS AND SUPPLIED BY PICTORIAL SCIENCES, INC., 1097
BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING, e,lIV45 - FINISH GRADE WEST BASE LINE, SAN BERNARDINO, CALIFORNIA 92411, PHONE (714) 888-5795
DATED: 05-25-88.
77/777r FIF . . . . . . . FINISH FLOOR
PE.- - - - - --PAD ELEVATION SOILS ENGINEER
0 a 0 d 0 0 a
H.R - - - -HIGH POINT OWEN CONSULTANTS
DETAIL 1 10065 OLD GROVE ROAD
NTS. F L.- FLOW LINE SAN DIEGO, CALIFORNIA 32131
CROSS GUTTER FS. - FINISH SURFACE (619) P95-3150
T.C.- - - -TOP OFCURB
SEWER LINE (SIZE AS NOTED) OWNER / DEVELOPER
MARGARITA VILLAGE DEVELOPMENT CO.
-HANDICAP PARKING 16935 BERNARDO DRIVE, SUITE 200
0 6 HIGH BLOCK WALL
BENCHMARK SAN DIEGO, CALIFORNIA 92127
TO RIVERSIDE
9. . . . . . . . . . . . . . . a CENTERLINE
ESTIMATED EARTHWORK QUANTITIES
COUNTY OF RIVERSIDE B.M. T-29-81 -CHAIN LINK FENCE
T
HIS PROJECT 0 21/24 BRASS DISK IN CONCRETE CYLINDER, IN THE NORTH WEST CORNER OF THE INTERSECTION -so- . . . . . .EX.CONTOURS PER TR.P-3371 AREA EMBANKMENT (RAW) 0 C. Y
0 B MASS GRADING
OF RANCHO CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0' EAST OF A 7.0' C.L. FENCE, 40.0, S 0� '1050 C.Y
EXCAVATION (RAW)
1�110
-LIMITS OF CONSTRUCTION LINE
NORTH OF P.P. IVO 46 94.0' NORTH OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SET
FIBERGLASS WFrNESS POST 1.0' WEST OF MONUMENT.
9,0 TW a a e e a a e o e e 9 @TOP OF WALL
OpNI ELEVATION 1128.410 (ADJ. 9-13-82) D T.P - -TOP OF PAVEMENT
NO. C,033591 Z
EXR 6-30-94 T.G.- - - TOP OF GRATE
N( 1 11)
pNC li�
CIV -82. . . . . . . . PROPOSED CONTOURS
ROAD
OFCk
t4TIAG V
0
. . . . . . . A.C. PAVEMENT
Ro D
'go
P C.C.
"n, or�
REVISIONS: APPROVED BY: ," ", �011`I
O�A 9 WICK ENGiNEERING COMPANY TRACT NO.23371-8 �'�ALOT",,
yo
rASM 3050 Chicago Avenue
REGISTERED CIVIL ENGINEER NO. IL29--I Suite 100 CITY OF TEMECULA
DATE: yx To R Riverside,CA 92507 (714)782-0707
REGISTRATION EXPIRES 6 - 30-94
TO SAN DIEGO
LOT, 1, 5 1,8
APPROVED BY; SCALE: BENCH MARK:
OF 2 SHEETS
PRECISE GRADING a SITE PLAN
A
VICINITY. MAP A S SHOWN
T R�.C.E.37254 SEE ABOVE LEFT FILE NO.
DOUGLAS<§T_E_WA__R MAINTENANCE AREA
N.TS.
DEPUTY CITY ENGINEER EXR 6 30-92
I F,B.
DATE: //Z57 CITY OF TEMECULA. DATE W.O. FOR: BUIE CORP
z9y_0 MAY 1990
J.N.10583 - BB
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