HomeMy WebLinkAboutLot 141-144 Precise Grading GRADING NOTES IN THE CITY OF TEMECUL A, CA.
GENERAL NOTES
I. All grading shall conform to the latest provision of the 1998 Califbrnia BuAding Code PRECISE GRADING FOR:
appendix, chapter 33, as ammended by Ordinace 99-23. 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. Minlirnum building pad and drainage Swale slope shill be = IX Drainage "ales shall 2. PLANS PREPARED IN CONFORMANCE WiTH F.H.A. DATA SHEET 798.
be o 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 fil slopes. TRACT NO,, 23209 MERITAGE (NORTH)
4. SETBACK IS MEASURED TO THE NEAREST VERTICAL, PROJECITON.
3 Alaxknum cut and AN slope - 2:1. MOE*MLOT AfO.S 141-144, A40DEL PHASE
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
4. Provide 5' wide by 1' high berm or equivalent along the top of all M slopes over 5'
high. . 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
5. All grading shag be done undbr the supervlsIon of a competent sols engineer who shod
goo 7 SEE ENGINEER'S PLANS FOR LOCA 710NS OF UTILITIES.
certify that all M has been properly placed and who shall submit a final compaction
report for all fills over 1' deep. ® ® � \
8 NO DRIVEWAY SHALL EXCEED 141r GRADE, WITH A VERTICAL
4000 CURVE AT THE GARAGE.
6. A registered CNI Engt heer shag submit to the City of Temecula's Engineering Department �..�./ y
a 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, I A 1" WATER SERVICE, UNLESS OTHERWISE NOTED.
grade, elevation and location of cut fii I slopes. I `
"7. Provkle a brow ditch, designed to handle 100yr Q Stony flows, long top of cut slopes, � r � � 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT.
- 1 11 FRANCHISE U71LI71ES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON
8. Ford compaction report wit be required for dl Ms greater than one foot. l 70 RIWRS7DE ARE SCHEMATIC SEE FRANCHISE UTILITY PLANS FOR CONSTRUC71ON
9. All shag be done in conformance with recommendations of the knih ® 70 CO14ANA DETAILS
grod/ng ental any svgs p► d
investigation by NorCal Engineering doted June 6, 1997. Two sets .. 12 FINISHED GRADE WILL PROVIDE A MINIMUM POS171 VE DRAINAGE OF 2X TO A
p► � D
of the find �oSWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM compaction report shall be submitted to the Engineering Deportment which BUILDING FOR THE REAR YARDS
shall include foundation design recommendations and certification that grading hos been Woot 15
done in conformance with the recommendations of the preliminary soils report. ` -""'oto Road
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 , �h
prior to buiiding permit final inspection for each lot. Z§j20 AIIN Gr �]�
A LEGEND
Engineering Department Phone: (909) 694-6411H.P. SWALE _
PAD ELEV. a IMPROVEMENTTD.-_DWG. NO, SYMBOL
10,
t 11. Cut slopes equal to or greater than 5' in vertical height and tff slopes equal to or SWALE 1% MIN. se
greater than N' in vertical height shall be planted with grass or ground cover to protectrior to the v- SIAg WSION BWNDARY. . . . . . . . . . . . . . . . . . . . . . . . . . .
the slope from erosion and instability in accordance with Ordinance No. 457 P 10' ANN.. ` �. R
OOd
approval of final inspection. 5, oil ; t�,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - -
ADJACEN :: EA-9-WENT UNE_
TOSTREE HOM ` ` R o `� RA(/SHED fZ0OR1ZEVi4TIov - - - - - - - - - - - - - - - - - - - - - - - . FF.=12. No fail shall be placed on existing ground unity the ground has been cleared of weeds, 5 MIN. -* , , 20.1
debris, topsog, and other deleterious material. I rZ ` - - - - - - - - . • . . . . . . . . . . . . . . .
\ o Q GARAGE FA EZEVA 11GW G F.= 25�4
1
13. If steep sloping terrain occurs upon which 1111 is to be placed, the terrain r*jst be A � k � ® \ � � LOT AC*019ER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (134)
�� 4
cleared, keyed, and benched into firm natural soil for full support Preparation shag be (� '� FRONT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PP � � \ PAD EZEVA 17AN pip in
approved by a Registered Engineer prior to placement of rill material. '` SETBACK UNE STAlE ROUT T9RWWGRA FG
14. During rough grading operations and prier to construction of permanent drainage structuress (,� \ \ \ - - - - -FIN/.5�4 S[JRFAGL� - - - FStemporary drainage control should be provided to prevent ponding water and damage to adjacent \ . . . . . • • . . • . - - - - - . . . .
properties.
W ROW LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n-
15. Dust shag be controlled by watering or other approved methods. 1" WA TER `' N ltd SAN ArEGO PROMSED af"VA 7I0VS. . . . . . . . . . . . . . . . . . . . . . . . . . . . 258.6
__
16 All existing drainage courses oh the project site must continue to frmction, especially diming SERVICE 5• MIN. 5' A,/IN STREETSOpE- �� PROPOSED aOoES_ . . . . . . . . .2.•1 tJIVrM 07HERWSE NOTED. . . .
y y
storm conditions. Protective measures and temporary drainage provisions must be used to protect
adjoining properties during grading operations. 1" SEWER LATERAL-1 (� LOCATION MAP PA"-%V awmulRS . . . . . . . . . . . . . . . . . . . . . . . . . . 25
� a�
17. StabAity edculations with a factor of at lease one and flue-tenths ( 1 . 5) shall be submitted %O� r�
® EXIST. CWrotIRS_
by Sogs Engineer to the Engineering Deportment for cut and fli 1 s/gpes over 30' in vertical height \ N0 SCALE - - - - - - - - - - - - - - - - - - - - - - - - ` - - . ._
TYPICAL LOT DRAINAGTYPE6" 'G' CURB GJ77L7P_
Registered CNN Engineer shag submit certification of buNding pad elevations. Mherrn specific -
elevations are required, the elevation (with respect to mean sea level) shill be given. if an & SETBACK D ExIST. P.C.G SIDEWALK_ . . .
elevation with respect to adjacent ground surface is required, the actual distance above the KEY MAP
yV y`yyYy
adjacent ground shall be given.
EXIST. PEDESTRIAN RAMP. . . . . -
---------------
19. EROSION CONTROL: AM graded slopes shall be planted with Rosea Ice Plant at 12 on centers or SCALE- 1 = 100
another approved ground cover. Slopes over 15' in vertkol height, in addition to ground cover, EXIST. STS/ DRAIN. . . . . __- _______
shall be planted with approved trees, shrub, or combination thereof Shrubs shall be planted1-11-1
at 10' on centers; trees, 20' on center, combinations, 15' on centers. Slopes over 4' in vertical ENST. Sr" DRAIN /AUT. . . . . . . . . . . . . . . . . . . . . . . . . _--
height shall have permanent irrigation systems with backflow prevention devices per U.P.C., ftn
..______.Chapter 10.r. it 2R ftn 3R DRAINAGE SWIMLE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --------
20.
------2O Flnish grade shag be sloped away from ag exteriior walls at not less than 1/4" per foot for o
minimum of 3 feet. EXIST. ,SEiIER A/ANHGLiE`- - - - - - - - - - - - - - - - - - - - - - - - - - - .�,,.„ ,,.,,......
Ex/sr. sn R aEANavr. . . . . . . . . . . . . . . . . . . . . . . . _ . ,
21. No obstruction of flood plairhs or naturd water courses shag be permitted.
22. Ah corners shall be dead delineated in the field 'or to commencement f 4• 45, ENST. SE-NER MAIN. . . . . . . . . . . . . . . . . . . . . . . . .
property y pr smart o any 40 - - - - -
construction grading.
USED SENER SMIACT LA7FRAL. . . . .
231 Approval of these plans by the City or Its agents does not relieve the applkant and his engineer ENS r. WA T& MAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
W
from the responsibility for the correction of errors or omissions discovered during construction. r PR6 POSED WA 7FR SFRWET LA IRA L. _________ ..__..___.._____.
Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer for r
review and approval. J , � �n r Z. EXIST. f7RE HwRANr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
r � ry
w
GA 7FVALIfS- - - - - - - - - - - - - - - - - - - - - - • • - - - - - - - - - - - .
x--i;►
RMERFLYVALVFS . . . . . . . . . . . . . . . . . . . . . . .
7HR/ST BLOIG Ln
•• CONTRACTOR'S NOTE AIR VALY/UN/ . .
i :� INDICATES LOTS REOWWO. . . . . . . . . . . . . . . . . . . . . . . . . .
BF
N UNAUTHORIZED CHANGES USES. The engineer preparing California Council ' ` F �' ' ' ,.� 'a` .. van F F . SEWER BACK FLOW PREVEN7FR
.c -,:, :.,ao a.a H.. ..:^w <.,. .'.. ,...}..'w. w.'i...e•.. i : .. a at .:, i ' .r.,aF,a.
a these plans will not be responsible for, or liable for, unauthorized
o changes to or uses of these plans. All changes to the plans must be of ChIN F-1%P eel^a CURB LINE RETAIN/NG WALL - PER SEPA?A7E PERd//TT
11-1 in writing and must be approved by the preparer of these plans. & Land Surveyors
Ex7RA DEP7H FW?NG. .
� Construction contractor agrees that in accordance with generally accepted construction - - - ` - - - - - - - - - - - ` . . - �
a 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 alt persons MODEL F TPRINDIMENSIONSand property, that this requirement shall be made to apply continuously and not be limited to of CMEngineers OOT
D normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land Surveyors STREET LIGHT2
9, 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
J Temecula professional.
3
0
PRI VA N IN n r NIRA T BENCHMARK
PERMIT: LD 02-- 081 GR
CD
L- DIG ALERT00 ". THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77L1 TiES OR COUNTY OF RIVERSIDE B.M. N0.T-29-810 1-1/2" BRASS DISC IN CONC.
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 CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE
1-800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE PRQw=DE%m
L INTERSEC110N OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE
z CONTRACTOR IS REQUIRED TO TAKE ALL PRECAU71ONARY MEASURES TO N.W. CORNER OF THE INTERSECTION 1'E, OFA 7' CHAINLINK FENCE, 21' x 15' PARiM • • • Sii�tvAT/GM
AT LEAST TWO DAYS PROTECT THE UTILiTiES 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 PROTEC71ON 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
UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORMA W. OF MONUMENT.
ADI DA TFQ 2ZJ.Jn EV 1128.4L
CONSTRUCTION RECORD DA TF BY REWSIONS ACCD DATE BENCH MARK sF.A�: FESs, Designed B Drawn B Checked B
SCALE a° 0 9 Y Y yOFD�rg. No.
��� ��. A.�E"�'� FAA GL FAAIMAM Recommended By. Dote: a CITY TEMECULA DEP of PUBUC WORKS
Contractor SEE ABOVE Horizontal
CL
h PRECISE GRADING PLANS
«� Inspector A S SHOWN W XPNo. 47W � � Accepted By. Date:
L:zo z.
N * E . 12-`31-03 * l s �� MR. RONALD J. PARKS, R.C.E: >1s TRA CT NO, 23209
Vertical
H
s�0- c►��� ��`� MICHAEL A. MEDOFE , R.C.E O. 47604 DEPUTY DIRECTOR OF PUBLIC WORKS A )
Q
NIA E of CA��F _ _ rrl'-
Z REGISTRATION TION EXPIRES 12-31 03 R.C.E. No. 19744 Expires: 09 30-05 �►. Sheet 1 of 2
W �
'� A�ADIDiEL.• LOT NIA3 �4f-144
PROPERTY LINE
F"T SETBACK GARAGE
r -- } 21+00 WAL 22+OIp VARIES VERT. CURVE COTT LANE �
1 D' PARKWAY 7RANS1110N 4�
00 TC �V 2• 2'
w.. _... ...,
20+
1327 41 TC
•-,i.: 132718 1
1323.31 TL ;lljiiiil333'
DEPALK Q�QJ• M X
a 4 .g3 2x 14� A
w a 4 ° 0 335 .4� 0 j STREET
q SLOPE AREA TO BE MAINTAI
Y
-----------_.____._ �_:;�,� ,� 4. cr BY HOtl1�lE0WNERS ASSOCIA 110N MA XW DR� - /SOICA 710N JOINT
GRADE (EXPANSION)
-'` ► 4 2.1
° , a_'.�. q .2. TYPICAL DRIVEWAY
69.26 9
328 3 1 ' �' !"�� 13 A.D.A. N.TSa 3 1327. WA TER aOSET
TSV 1331.6
l �` `f2_3' TF 1 6' HIGH
lop
FENS
" j a ° •,r OpnONAI�r- -- OppONAl. r - r
.> a DECK DECK p 144 1 .78
.i �� 3 L 1122
s i p .�1 .�yL• $ '`� 143 133 k 1341. / lot
VARIES
2
i I 141 .yti� , 142 �, r 2 / 10
o 3BR F '2 2CR ► 0 r w P / VA
EXIST. 1.09
_ i ,� or A
_ tt 4• „�►' fF13►' 27 ~~ r 'v, / STEP FIN, FiR. ELEVATION 6~ [FADED PAD
1
i _
`1 "� o PAD=133 .Q4 i o r 2 4'
7 7
1 �32a� ,� '; I - r x
P
r I I ADS r ow1 101 , (2)5» r 3 O1/ AScjy �� a i1 .
� I � ( i I
I EF
1 44 ' I 1- 117 75 18• COUPACTED RLL
i GRADE TO DRAIN H.P. SWALE in
PAD=1321.5D FLOMUNE OF ix SWALE _
PAD ELEV.
_.� _. V.
a $ '`� -s' o �, I '� •� 1 1 / �1r� ALONG SIDE YARDS -----
" 1 0 � V 5.8 � � r � X937
I ''� �' TW 1 rd ate) .tf
TF 13 1.8
___..._...---.�.i
y
Cn 35
�� �' GFF= 1 TYPICAL PAD FINISHED GRADING
331. 5.1 13 31• I 6.4, 1 CO.h ��' /
__ M TF 326. .�1 1 133L6.95 p l N.T&
LP 1 /
2527A
\ n IA9 1 L0.116
32
I F x 13 l - l 1 �,�,�b \ h. 5 OX , PAVING MOTE
los 1
1326
...-..-... a - - - 59.59
- ; ?, -- 13ti 6All
I 4 3�5. G F 64.1 .�` Wi .� ,�" r _ 1. Minknum Parking Lot grade shah be on (1.0) percent.
!, 1 S F 14-
1-
------------ o • "
4
• 2 Minrmum grade, for rbbon dr kis hal be 050 ( e-h o percent
-
d 3 An sof. o
> > x � �� � ter yah_�► � r '• - sterNizer shall be used on oN sub surfaces Liar to
�` �� ,� � approved grade p placement of paving.
t-7 7, t,r r ra, Seg r� �� ,
'� s
�� I
i o �- "� `` ' 4 Asphaltic emulsion (fog seal) shall be applied not less than Axff teen (14) days following placement of the asphalt surlocling and shall be
' �� �,� ,�,....- 3. �� .. •cp •,� 0 7.9% d' ZS a of j { ` a' c� a-- applied at v rate of 4.05 gallons per square ,
I i .. , ;f ;. -, ,�•�. - _. ��, � � � 1335 � asphalt emulsion shill conform to Sections 37 39 and 94 of the State Standard
4 { r- G •�� o �� 's �LI`� Specifications.
1+00
21
..nUL �
,.. contractor shill apply to the C y of Temecula Deportment of Public Marks for an encroachment permit liar a1/ wok within
-------------.._..
y
+51.53 1 Ci t-of-
_.w
• APL. Y 9 Y
AS �'
City Ri h Mb
PAD=1J25.90
_
f ,
77 g+ 133 Three trod y the Department of Publk Marks, one Inspection at subgrark c plot , at base pletion and
S
"CE
.
regv Om COm
•
•q
LUZ� _ - _ during placement asphalt.
---_ sr.
- - - � irt
I � v L.:,.---tea• ..-__.__ ._ ._ q d
......
7. The Contractor shall be responsible for clearing of the proposed work area, and relocation and cost of all existing utllltk& The City shall be
Kh q- informed 48 hours prior to beginning of construction 909)
4 '
� q ; coon of 94-6411.
6(
+ gill '
g p " SL A compaction report by a Sorts Engineer shall certify 95 percent compaction of bane prior to col for second in tion and v placement of
430 1 n D q-_ osphaft paving.
L.
13
a o .
9. Conpochon test observation of subgrade, or base rock grade shall be coordinated by the contractor, with the Ws Engineer, and the Project
I -
IJ j 1 - ;' (�► q o Inspector, oil grade inspections wil be in conjunction with or preceded by compaction testing.
-_ 1
�,.
YSOOOOP4 10 Find pavement structural section design shoN be subm/tted to the Director of Publk Works for approval a mh1mum of ten (10) days prior to
placement of base material. The design Id
�-
ckc I a --�� P de 9n sha adhere to the methodology set forth m Chapter 600 of the Caltrans Highway Design Manual and
-, utilize the '74 value method. The '1� value tests shall be conducted in accordance with California Test No. 301 and shall be performed by a
1 a Registered CivN Engineer. The number and locations of these tests shall be subject to approved by the Director of Public Works.
PAD=1330.70 PAD=1346.90 v PAD=1344.70
11. Asphalt concrete shah conform to aN provisions of Section 203-6 of the current Standard Specifics of Public Mbrks Construction. Asphalt
surface course shall be C2-AR-4000. Minimum thickness is two (2) inches; maximum thickness is three (3) inches. Asphalt concrete sections
greater than three (3) inches shall contain a base course of B-AR-4000, a minimum thickness of two (2) inches.
SWAB SWALE 12. Two (2) special inspections are resp iced from Department of BuAdIng and Safety prior to any paving in disabled poking arras or paths of
travel and one (1) inspection after all paving has been placed in disabled parking areas or paths of trawl.
to 4' MINI 1' ' AIIN
CD RfGHT OF WAY
j
CD 1• ELEVA 110N PER I
0 A PLAN INSTALL POL YE'7HYLENE CONS TRUC TION NO TES _ QUAN NT Y
N PLASTIC JO/NT MA T'L
18 MIN.
0 3" "QUICK JD/NT"' DR EQUA
1 MAX
2 2.5
L , PL 1 Q SIDEWALK UNDER-DRAIN 1 EA.
� C�
4" PIPE S=0.5X MIN
1.5" 21X
MA X• (PER DETAIL ON TH/S SHEET)
M/N. CO WR 6" ARN. (2) /NS TAL L 4v PVC (CL 150) 25 L.F.
cfl i �� •- -- (PER DETAIL ON 7H/S SHEET)
''- •• , - -' 3" PVC O 2X ASPHALT CONCRE
3' PVC 4 '' ::��- i, SCHEDULE 4D Q TE 69.8 TC�VVS
. . :.� :•- R • TYPICAL. SWAL&SLOPE c �
' 3x4 ECCENTRIC REDUCER _
J „.•- 'q� Q fi A.C:-WKE 227 L.F.
IMTH CLEANOUT
.72" MIN NOTE: 4 5 CONCRETE WALK 511 S.F.
PLANT SLOPE FUR SLOPE r OR PLANT& 2
9 s � O ,
SIDEWALKUACERDRAIN ►TE SL� 5' OR GREATER P� TO
rrvsPEcna" o 10 20 40 so EARTHW ?K CIJT/1-"ILL =o
ao NOT TO SCALE .. NOTE:
7/
DENOTES DENOTES DROP FROM FINISHED FLOOR
s TO GARAGE nNiSHED FLOM GRAPH/CAL SCALE
z 0 (STANDARD DROP IS 4") PR0JECTDEw7w CbRSMTAM
FLWAM • ENMOMMMUL• •3i�irBr/G!S
HEIGHT OF DROP AFTER 4" STANDARD 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
(DROP ) 909-695-5596 FAX 909-695--5597
PERMIT: LD 02- 081 GR
L
CONS7RUC77ON RECORD DA TE BY REVISIONS ACC'D DATE BENCH MARK SEAL,; of Esso Designed By Drawn By Checked By Dar . No.
SCALE aQ� ��� Recommended By. Date: ` a CITY OF TDEP of PUBLIC WORKS
�
Contractor N£�ot• Fy FAA RAM FAA AM
SEE 1 Horizontal z PRECISEGRADNG PLANS FDR.
°D 1 A SHOW "' o
�
Inspector S S O 4 � � G
r SP � No. � � Accepted By. Date:
N T EXP. t 2-31-03 0i4gA= as0� AIR. RONALD J. PARKS, R.C.E. TRACT NO. 2321110
� T � Vertical *� �* MICHAEL A. MEDOFER R. N 47 4 DEPUTY DIRECTOR OF PUBLIC WORKS .-_------ -
AETAC )
Z NIA OF CA ,__--1° - MWELSSheet 2of 2
REGIS TRA TION EXPI RES: 12-31-D3 R.C.E. No. 19 744 Expires: 09••-30--05 �e, LOTS .1q�
L
F U_