HomeMy WebLinkAboutLot 133-137 Precise Grading IN THE Cl TY OF TEMECUL A, CA.
GRADING NOTES
GENERAL NOTES:
1. All grading shall conform to the latest provision of the 1998 California 90dYng Code PRECISE GRADING FOR:
appendix, chapter 33, as ommended by Ordinace 99--23. 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. M/n/mum building pad and drainage swale slope shall be = 1% Drainage swales shall 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut 3. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN.
or fi7/ slopes TRACT N0,N 23209 TRA VA TO (SOUTH)
4. SETBACK IS MEASURED TO THE NEAREST VERTICAL, PROJECTION.
J. Maximum cut and Mstops - 2:1. MODELS= LOT NO'S 133-137
4. Provide 5' wide by 1' high berm or equivalent along the top of all fit/ slopes over 5' 5. VER/FY LAYOUT AND DIMENSIONS AT JOB SITE.
high. 6 LOCA TION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
5. All grading shalt be done under the supervision of a competent soft engineer who shall 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES.
certify that all fel/ has been properly placed and who shall submit a final compaction
report for al/ nils over 1' deep. 8 NO DRIVEWAY SHALL EXCEED 14% GRADE, Wr TH A VERTICAL
6. A registered Civil► Engineer shall submit to the City of Temeculo's Engineering Department
CURVE AT THE GARAGE.
v written certification of completion of rough grading in accordance with the approved 9 EACH LOT TO BE SERVED WITH A 4" SEWER LATERAL AND
grading plan prior to issuance of the building permit. Certification shall be to line, A 1'" WATER SERVICE, UNLESS OTHERWISE NOTED.
grade, elevation and location of cut fill slopes. 7E
10
FENCES AND WALLS ARE NOT PART OF THIS PERMIT.
7. Prov4de a brow ditch, designed to handle 100yr 0 Storm flows, along top of cut slopes .`
11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON
8. Final compaction report will be required lar al/ Mls greater than one foot. 70 RIVERSIDE ARE SCHEMA 71C. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION
70 CORONA DETAILS.
9. All grading shall be done in conformance with recommendations of the prelfminary soft a 12 FIN/SHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2�C' TO A
investigation by NorCa! Engineering dated June 6, 1997. Two sets N � o� SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM
of the final compaction report shall be submitted to the Engineering Department which Q` BUILDING FOR THE REAR YARDS
shall include foundation design recommendations and certification that grading has been 15
done in conformance with the recommendations of the preliminary soils report. 1�P 'Veto Rood
Hot
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 20'M1N
prior to bur7ding permit final inspection for each lot.
LEGEND
Engineering Department Phone: (909) 694-6411 1
P� * H.P. SWALE _
PAD ELEV. a �� IMPROVEMENT STD._ Dffa NQ. SYMBOL
.
FS1WALE 1% MIN. S� r.
11. Cut slopes equal to or greater than 5• In vertical height and fill slopes equal to or -
greater than N' in vertical height shall be planted with grass or ground cover to protectrL 1 D' MIN. Rood �s� SV89114SION BAUNDARY. . . . . . . . . . . . . . . . . . . . . . . . . . •
the slope from erosion and instability in accordance with Ordinance No. 457 prior to the
approval of final inspection. 5� djfOm� EASEA/ENT LIN£. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O STREETHOUSE � arch° RNr.SI�ED fZoat� £t£VAnew
12. No NI shall be placed on existing ground untA the ground has been cleared of weeds; 5 MIN. �t R o - - - - - - - - - - - - - - - - - - - - - - - F.F. 259.1
debr/s, topsoil, and other deleterious material, I � � GARAGE FACE EZEVA naw . . _ . . . . . . . . . . . . . . CF. 2M4
13 If steep sloping terrain occurs upon which fill Is to be placed, the terrain must be $ LOT AuIl 7P . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . .
cleared, keyed, and benched into firm natural soil for full support. Preparation shall be it I� � FRONT � ` � o _ _ .
PP eP � `' SETBACK LI11 PAD ELEVA 770YV . • . • . . . . . . . . . . . . . • PAD
approved by a Registered Engineer prior to placement of fill material. ` \ ST47F RAU7F 79 FIN/SH GRADE FG
14. During rough grading operations and prior to construction of permanent drainage structures, ` L]
fN/2/ SVhFA� . _ - FS
temporary drainage control should be provided to prevent ponding water and damage to od}vicent �, • - - - - - - - - - - - - - - - - • - - - - -
properties. `
15. Dust shall be controlled bywaterfngorotherapprovedmethods. 1' WATER '' _ 70 SANDVEGO . .y ` PROPOSED EZEVA 77ONS. � 258.6
5 MIN. 5 MIN. STREET 1
16. All existing drainage courses on the project site must continue to function, especially during SLOPE PROPOS£D SLOPES. . . . . . . . . .2.'1 VM_PZ 07HERN!SF NOffV. .
storm conditions Protective measures and temporary drainage provisions must be used to protect
ad jnining properties during grading operations I" SEWER LATERAL LOCATION MAP PROPO,S£D aWTOIURS . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
17. StabAlty calculations with a factor of at /ease one and flue-tenths ( 1 . 5) shall be submitted NO SCALE E�7ST. CANTCXJRS. . . . . e r,,..,
,....._ �..,.,�W,-
ySoils Engineer to the Engineering Department for cut and f11/ slopes over 30 In vertical height - . „
TYPICAL LOT DRAINAGE B' TYPE 'G' CURB GT/77FR.
18. A Registered Civil► Engineer shall submit certification of buffding pad elevations. Where specific . . . • . . ' . . . . . . . . . . . . . .. .
elevations are required, the elevation (with respect to mean sea level) shall be given. if an & SETBACK DIMENSIONS EMST. P.C.C. SIDEWALK.
elevation with respect to adjocent ground surface is required, the actual distance above the KEY MAR _ _ . . _ _ . .
adjacent ground shall be given. EXIST. P£DE5'7R/AN RAMP
19. EROSION CONTROL: All graded slopes shall be planted with Rosea Ice Plant at 12' an centers or SCALE.• 1' 100'
another approved ground cover: Slopes over 15' in vertical height, in addition to ground cover, EXIST. STaIRM DRAIN. . . . _, ..-..__.
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 EVST. STORM DRAIN hW-ET. . . . .
.._.,
erg shall have permanent irrigation systems with backflow prevention devices per U.P.C., - - - - - - - - - - - - - - - - - -
Chapter /0.r. DRA/NA6r SWALE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .,.. ___.....�,...
20. Flnlsh rode shall be sloped awa 1Fom all exterior walls at not less than 1 4" per foot for a
E�17ST. SMR A�/ANHarE_
9 oP y
minimum of3feet. " ' " ' - '
21. No obstruction of flood plains or natural water courses shall be permitted. ftn 1 2 MW 3 PlanE�YIST. .SENERCLEANOIUT- - - - - - - - - - - - - - - - - - - - - - - - - +�y 4 X/ T
22. All property corners shall be dearly delineated in the field prior to commencement of any PRAAO.SED .SEMFR S�7PNLi�LATERAL. .
construction grading. 45' 4D' 45' 45'
. . . - - - - - - - - - • • - - - . _._........__.... _
23. Approve/ of these plans by the City or Its agents dies not relieve the applicant and his engineer
EXIST. WA IFR MAIN- - - - - - - - - - - - - - - • . . . - - - - - - . . . . . � W
from the responsibility for the correction of errors or omissions discovered during construction. PROPOSED WA ITR S£RII LATERAL. . . . ,.__...
Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer for o N EXIST. f7RE HYDRANT.
review and approval.
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ►a�,-......._...���
GA 7F VAL IVES. . . . . . . . . . . . . . . . . . . . . . . •
CIL
HU77E YZ Y VAL II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7HRUSTBLOCK . - - - • • • - - - - - - - - - - • - - - - - - - - - - - • • . . . . Iw
CONTRACTOR'S NOTE AIR VACUUM . . . . . . . . . . . . . . . . . . . . . . .
N UNAUTHORIZED CHANGES INDICATES LOTS REQUIRING.USES: The engineer preparing California Council SEWER BACK FLOW PREVENTFR
a these plans will not be responsible for, or liable for, unauthorized
N changes to or uses of these plans. All changes to the plans must be of aVil Einglr�esra .v RETAINING WALL - PER SEP4RA1£ PERM/7T - - - - - - - - - - - - - -
in writing and must be approved by the preparer of these plans. & Land Surveyors CURB LINE
EX7RA DIEP7H f00ANG. .
Construction contractor agrees that in accordance with generally accepted construction - - - - - • - - - - - - - - - - - • - - - - - -
0 3
c� practices, construction contractor will be required to assume sole and complete responsibility for California Council
job site conditions during the course of construction of the project, including safety of all persons
and property, that this requirement shall be made to apply continuously and not be limited to of CM EighlW s MODEL FOOTPRINT DIMENSIONS
o normal working hours, and construction contractor further agrees to defend, indemnify and hold & Larld Surveyors STREET LIGHT
city of Temecula harmless from any and all liability, real or alleged, in connection with the - - - - - - - - - - - • • - - - - - - - - - - - - - - - - - -
performance of work on this project, excepting liability arising from the sole negligence of city of NO SCALE
Temecula professional.
LD02 -- 17TOR
RI VA 7r ENGINEER S NOTICE TO SIE CON TRA CTOf _ BENCHMARK
PERMIT: LD02- 080 GR
rl-)a- DIG ALERT
sm THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U71LI TIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC.
N DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
1-800-422-4133 EXISTING U77LI TIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE
INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE DESIGN Cbmamem
cn CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N. CORNER OF THE INTFRSECTIOIV I'E. OFA 7' CHAINLINK FENCE, 21' x 15' Pa�w • ' BN ' I TIM
.
v AT LEAST TWO DAYS PROTECT THE U71LI71ES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1)94' N. OF THE 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1
a�
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W. OF MONUMENT,
CONSTRUCTION RECORD DATE BY RENDS/ONS ACC`?) DATE BENCH MARK s '� fESSl Design B Drawn B Checked B
A 10 In
SCALE QR° °�q 9 y y y CITY OF TEMECULADig. N°.` 1�
/0.29,01 �,4 / ,E SH Pg/y- doge �[�vs Foe �a E� A.Mf FAA GL FAA MAM Recommended By. Date. DEPARTMENT OF PUBLIC WORM
Contractor zor ass 2?T-PCs- �2 GOr. 3 w �4P4 OZ SEE ABOVE Horizontal �
L - PRECISE GRADING PLANS
� ssiB/�irk AS SHOWN w No. 47W rn Acc ted B . Date: � eL
Inspector
ff) d eP Y
Vertical * �' 12-31-� � �' ZS�� MR. RONALD J. PARKS R.C.E. �
TRACT NQ. 232110
sl0�7 CivI� off`! MICHAEL A. MEDOFER, R. NO. 47604 DEPUTY DIRECTOR OF PUBLIC WORKS _____ TRAVATO (SOUTH)
Z N/A of C���F REGIS TRA TION EXP/RES: 12--31--03 R.C.E. No. 19 744 Expires: 09-30-05 f�f : Sheet 1 of 2
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.3
PAVING NO 5
& .4#_A11N.1 1* L 5" MIN,
1. Mlinknum Parking Lot grade shall be on (1.0) percent.
2 Afinknum grade for ribbon dmhs shall be 0.50 (one-halo percent. 18" MIN.
.1 An approved so# sterlizer shall be used on all subgrade surkices prior to placement of pav(h%
{ fix AX-)
4. Asphaltic emulsion (fog sed) shill be applied not less than fourteen (14) da foflowing placement of the asphalt surf in and shoN be applied at a rate of 0.05 ons 6 A&
Ln per square )crd,- asphalt emulsion shall conform to Sections 37, 39 and 94 of the State Standard Specifications.
L6 5. The subdivider or contractor shall apply to the City of Temecula Department of Public Works for an encroachment permit for c# work within City Right-of-*y. TYPICAL SWAL&SLQPE
C14
0 6. Three inspections are requk-ed by the Department of Public Works, one inspection at subgrade completion, of base grade completion and dkiriV placement ofasphalt
0 CQN-5TRUCRON NO ITS QUANTITY
NOTE:
Z The Contractor shall be responsAbie for clearing of the proposed work area, and relocation and cost of a# existing uffitiet The City shaft be informed 48 hours prior to I. PLANT Macr FM SLOPr X OR L=
beginning of construction at (909) 694-6411. ASPHAL T COVCRETE 62.5 TANS
PLANT& IRRICA 7E- SLOPE 5' OR AREA 7ER
0 8. A compaction report by a Sots Engineer shall certify 95 percent compaction of base prior to call for second inspection and a placement of asphalt pav*)g. 6'0 A.C.DIKE 189 L.F. PRIOR 70 INSPEC7700V
N07E.-
Dsc
9. Compaction test obs&rvatlon of subgrade or base rock grade 9haff be coordinated by the contractor; with the Solis EngIneer, and the Project Inspector a# grade Inspections
/7/ DENOTES DROP FROM RNISHED
R, CONCRE-7F WALK 510 S.F. FZ_OOR
wN be in con)inction with or preceded by compaction testing.
rO GARAGE FIN/SHED f ZOOR
EARTYPORK CUr141tZL 0
10. Filhaf pavement structural section design shill be submitted to the Director of Public Pbrks for approval a minimum of ton (10) da)a prior to placement of base material. (STANDARD DROP IS 4r)
The design shall adhere to the methodology set forth in Chapter 600 of the Caltrans Highway Design Manual and utilize the "R* value method. The V value tests shall be
C� 0 10 20 40 60 (DROP HvGHr Of- DROP AFTER 4'0
0 conducted in accordance with California Test No. 301 and shall be performed by a Registered Civil Engineer. The number and locations of these tests shall be subject to STANDARD Q
CD 002�17718R
CL approval by the Director of Public Wor*s.
cc
GRAPHICAL SCALE 11. Asphalt concrete shall conform to aN provisions of Section 20J-6 of the current Standard Specifics of Public Works Construction. Asphalt xNfwo course shall be
C2-AR-4000. Minknum thickness is two (2) inches; maximum thickness Is three (3) inches. Asphalt concrete sections greater than three (3) inches shall contain abwe SIE IM 7FIelAf WXZ,9W1,1y 1AJ1#P1Z(:)VC-AfXN7Zr V PROMffDEwjw Cbmurem
course of B-AR-4000, a minimum thickness of two (2) inches. A6 R4EMOkI67P VIAVAI CZ4MIN,�7 0)0r-7 77%k5 PLQ0MW # ERMMONMEML# BNGV@MRM ,* 3 IT/am
0 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
12. Two (2) special inspections we required from Department of Sulding and Safety prior to any paving In disabled parking areas or paths of travel and one (1) Inspection 909-695-5596 FAX 909-695-5597
after all paving has been placed in disabled parking areas or paths of travel.
PERMIT: L D 02- 080 G R
CONSTRUCTION RECORD DA 7E BY REVISIONS ACCD DA TE BENCH MARK SOFESS, Design ed By Drawn By Checked By Dwg. No.
SCALE 10 CITY OF T EMECULA DEPARTMENT OF PUBUC WOPM
%_ A. Recommended By. zele0-40 Date:
FAA RAM FAA/01ey. <1"
Conouctor 4-
Z-07, /_I�s ey'R40'6's 'AaOR I_0'r-/.0 ea ,-goof Horizontal
SEE SHEET I PRECISE GRADING PLANS F4R=
(n 4 �0
14 CX-e_ss/16/Z_ 7X_ a rn
Inspector AS SHOW W ft. CAM rn Accepted By.- Date:
00 TRACT NO, 23209
EXP. 12-31-03 MR. RONALD J. PARKS, R.C.E.
4�/;?
Verflcal
A*ClOw MICHAEL A. MEDOFER, R. NO. 4 7604, 1 DEPUTY DIRECTOR OF PUBLIC WORKS TRAVA TO (SOUTH)
Sheet 2 of 2
4
EG
NIA R ISTRATION EXPIRES: V��-31_oi R.C.E. No. 1974 Expires., 09-30-05
.4
WDELS LOTS M-137