HomeMy WebLinkAbout Lot 162-174, 144 Precise Grading F�QRADRNQ NOTES IN THE CITY OF TEMECULA, CA. GENERAL NOTESi
FOR: 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
1. All grading shall conform to Nie latest provlsksn of the 1998 Calif Fxnkr BBuilding Code appendix, PRECISE GRADING
Chapter 33, as amended by Ordinance 99-2,1 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
. Minirrsum building pod and dlralnage swde slope shall► be = 1X Drnirsage swdes ahaN
23209MERITAJ. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN.
be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut TRA C T NO, 4. SETBACK /S MEASURED TO TH NEAREST GE
or fRl slopes, EVER77CAL PROJECTION, NOT INCLUDING
I Moxhmm cut and fin slope
CHI TFCURAL POP--OUT FEATURES
i
and 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE
4. Provide 5' wide by 1' high berm or equlvlalent long the top of ON 1�1 slopes ovdr 5' PHASE 4LOT NO'S
ham. 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS ON PLANS
5 M shall be done under 7 SEE ENGINEER'S PLANS FOR LOCA TIONS OF UTILITIES.
gr supervlslor► of a competent sells engiseer who shaA►
certify that all NI hos been properly placed and who shall submit a final compaction
report for d1 hills over 1' deep. TD RWR9V E 8 NO DRIVEWAY SHALL EXCEED 14X GRADE, WITH A VERTICAL
B A registered Civil Engineer shall avbrr* to the City of Temecula s Engineering DeparM M /A CURVE AT THE GARAGE.
tmen# a
a written certification of completion of rough grading in accordance with the approved _ _ _ _ 00 9 EACH LOT TO BE SERVED WITH A 41'
SEWER LATERAL AND
"� ■■■. """ ""' 4
grading plop prior to issuance of the building permit Certification shall be to line, A 1" WATER SERVICE, UNLESS OTHERWISE NOTED.3
grade, elevation and locution of cut N/ slopes. 415
Ip000► 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT.
Hot
7. Provide a brow ditch, designed to handle 100yr Q Storm Vows~ long torp of cut slopes � 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC TELEPHONE SHOWN HEREON
ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR COIVSTRUCTION
8. and compaction report w0l be requlired for all fulls greater than one foot N A �&r DETAILS
9. AN glnrdwsg shall be done M conflarrr►once with rocanmendbtlorss of the preliminary so11s 1L � .
�, � 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 21[ TO A
�"
investigation by NorCal Engineering dated kine 6, 1997. Two sets / 4 �If� � 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 Deportment whkh V2 A r„ �� BUILDING FOR THE REAR YARDS
shall include foundation des recommendations and certification that �- ��
>� grading has been �
done in conformance with the recommendations of the preliminary soils report. R� cy
01i�►ia LEGEND
10. the contractor shall nail the En ' ��
notify gineerirsg Department at least 24 hours in advance ® 0 0
requesting finish lot grade and drainage inspection. This inspection must be approved ® Rd" �, N
prior to building permit find inspection for each lot y_ ,,� VIII= SYMBOL
Q
ngineer�lisgDepartmentPhone: (909) 594-6411 SJBDI V.9GW BOUAV ARY.1 � c��, � - - - - - - - - - - - - - - - - - - - - - - - - -
`�i 4 .5�1/ENT LIME_
11. Cut Oqm equd to or greater than 5' M vertical height and fNl slopes equal to or `�`-- ® EA . . . . . . . . . . . . . . . . . . . . . . . . . . • . .
~�~ STATE RYW-WED a0OR ELFVA 8►av F.f= 1
greater than N' in vertical height shall be planted with grass or ground cover to protect � � �� � _ _ _ _ _ _ _ F. �.
the slope firom erosion and instability in accordance with Ordinance No. 457 prior to the � ' GARAGE FACE ELEVA TI . .-. . . . . . . - - - - - - - - - - -
OW G�F.I:= 2X4
approval offindinspection. � I ® - - - - - - - - - - - - - - - •
12. No 1V shall be placed on existing ground untJl the ground has been cleared of weedy124® � - - - " - - - - - - - - - r -
PADEZEVA70Y - - - - • - • - - - - - • . • PAD =
debris: topsoA, and other deleterious material. `� ` � TO SAN aVEGb
11If steep sloping terro>h occurs upon which MI Is to be placed, the terra>l7 must be 4j? f7N/SJ�/ G4ADE� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FG
cleared, keyed, and benched into fiinrn natural soA for full support. Preparatlas shah be
f7N/-W S AIFAOF. FS
approved by a Registered Engineer prior to placement of fi! material. � ® � 120W LINE - - - - _ - - - - - - - - - - - - - - - - - - - - - - - FL
� LOCATION MAP - - - - - - -
14. During rough graditnng operations and prior to construction of permanent fthage structures, Teo 6F Q?ATE` . . . . . . . . . . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ *_TG
temporary drainage control should be provided to prevent ponding water and damage to ad)acent
properties \ \ NO SCALE .
PROMS SLOfFS_ . _ . . . . . _ .Z.•1 ONLM 07YERWSE N070. .
15 th
Dust shall be controlled by waterbg or other approved methods Q / � ® 20'M1N
® A PROPOSED COV7?xJJ'PS . . . . . . . . . . . . .
. AN exlstii�ng d�alhaAg�e courses on the project site must contirnue to function, espedolly during
storm conditions Protective measures and temporary drainage provisions must be used to protect
� � * H.P. SWALE = EXIST. CANTiaURS. �250
T- �Q' p. PAD ELEV.
a►djnining properties during grading operations. � SWALE 1,Y ,. � , - - - - - - - - - - - - - - - - w - - - - - ' - - - - - -
-[ ��. �----- B TYPL�` G CURB � C�ITTL7P_
17. StabAity calculations with a factor of at lease one and Nae-tenths ( 1 . 5) shall be submitted ® . . . . . . . . . . . . . . • . " . . . . . .
by SoNs Engined- to the Engineering Department for cut and fill slopes over 30' in v+erticd height. ® �� 10 MIN. T P
5' �
(ON GARGE SyDE) EJ'S. P.C.C. SJ'DIE WALK. . . . . . . . . . . . . . . . . - - - - - - -
18 A Registered Civil Engineer shall submit certiflcotion of building pad elevations I1her�e �eclfk �
TO ADJA
ETV � iNST. PEDES7AYAN RAAAa . .
�• TO STREE 5' M1N. 4 A h
elevations ore required, the devotion (with respect to mean sea level) shall be given. If an � �� � � - " ' - - " ' - - ' - - -
elevation with respect to oo jacen t ground surface is required, the actual distance above the 1
adjacent ground shall be given. / y EXST. ST" DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
19 EROSION CONTROL: All graded alapes shah be planted with Rosso Ice Plant at 12" on centers or � � � (� '��. FRONT T
I
' z SETBACK UNE EXS. S70W DRAIN MET. � .
another approved ground cover. mopes over 15' in verticof height, in addition to ground cover, � - - - - - - - - - - - - - - - � - - -
shall be planted with approved trees, shrubs, or combination thereof. Shrubs shall be planted 1 � I � \ DRAINAGE SWALE
r �
at 10' on centers; trees, 20' on center; combinations, 15' on centers. Slopes over 4' in vertical I \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
w
height all have permanent irrigation systems with backflow prevention devices per UChapter 10.r. .P.C. PRO 0050 MWFR SERMF LATERAL., S
T? a• a
PROPOSED WA TER .ERlAQ! LA 7ERAL. - - - - - r - - - - - - - -
r_ _ - ' WATER .ti.. N a= a
2O Mish grade slid! be sloped away fFnm off exterior walls at not less than 114' per fivot 11m a � A �
�
mink num of 3 feet r SERVICE .5 MIN. STREET ENST, f7RE HnNANT. . . . . . .
A ® � �
21. No obstruction of flood plains or na►turar rcrter courses shall ba permitted. I 4010PI � �` MONO, GA TF VAL WS." � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
, ` � SEM�ER LATERAL
22. AN property corners shah be dearly dbllheated M the Odd prior to commencement of any . . . . . . . . . . . . . . . . . . . . . . . . . . .
BXJT7FRFL Y VAL VE5' _
corsstruction/grading. I l � � � � � r ^ - - - - -
THRUST BLOICK .
23. AWmvd of these plans by the GYty or Its agents does not relieve the applicant and his engineer - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TYPICAL LOT DRAINAGE �� VAS
from the responsibility for the correction of errors or omissions discovered during construction. - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - -
K & SETBACK DINDICATES LOT5 REQUIRING. . . . . . . . . . . . . . .Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer far A . . . . . . • " . . . • -
review and approval. �W
aPP SEWER BACK FLOW PREVENTER
SCALE 1 100 FOR TYPICAL GRADING, DRIVEWAYS, AND /FETA/NNO WALL - PER SEPARA TE PM#7. . . . . . . . . . . . . . . .
SWALES; SEE DETAILS ON SHEET 3 EYMA DEPTH F007NO. . . . . . . . . . . . . . . . . . . . . . . . . 0.2'DIS
, , Plan 1 Plan 2 Pkn3CONTRACTOR s NOTEITTT STREET LIGHT
UNAUTHORIZED CHANGES & USES: The engineer preparing �•
�' �' DPTrorvAL DECK_ ;---------�
these plans will not be responsible for, or liable for, unauthorized California Council . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I
changes to or uses of these plans. All changes to the plans must be of CH Er vers FUSM FL Rv1SHO FLOOR
in writing and must be approved by the preparer of these plans. & Land Surveyors FA S40 FLOOR ELEVA7kW ELEVA77CW 'A
ELEVA nav As s ivery off (As SOW all RAW PLAN TYPE
Construction contractor agrees that in accordance with generally accepted construction sHosev air ELEVATION TYPE
practices, construction contractor will be required to assume sole and complete responsibility for I�
job site conditions during the course of construction of the project, including safety of all persons California Council tot PIS RPE W�ARE/1 �i�/N-
h
an property, that this requirement shall be made to apply continuously and not be limited to Of CIVN >!!< - - - - - - - - - - - .
normal working hours, and construction contractor further agrees to defend, indemnify and hold & L��ldsyOra hOFF• ENHANCED REAR EZEVA 7700V. _ _ _ _ _ _ _ _ _ _ ER
city of Temecula harmless from any and all liability, real or alleged, in connection with theIm
�(0.02 x �, Gy'F- -
performance of work on this project, excepting liability arising from the sole negligence of city of _Q��O� FT FF-(0.02x22.5 EIVHANGED SIDE EZEVATIOyV "
Temecula professional. e�
-Q,3. fF--0.78 FT - - - - - - - - - - - - - - - - - - - - - - - - - - c
FF-(QO2 x 205)
-Q. o,4 � . FF-(a02x5) PERMIT.- LD03- 139GRDIG ALERTPRIVATE NGINEER'S NOTICE TD THE CDN TRACTOR: �� -Q����
BENCHMARK
•AAOWV %ft THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC.
r: 4 DEWALK
DIAL TOLL FREE STRUCTURES WN 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 CURB UNE
-800-422-4133 EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N,W, CORNER OF THE /NTERS'ECTIN i' E. OFA 7' CHAINLINK FENCE, 21' x 15' FOOTPRINT DIMENSIONS. oIs AT LEAST TM DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES tTAINTSAROUND S0. CALIF. GAS VALVES, 40 N. OF P.P. (NO.,{)94 N. OF THE �a�� • • • 3 �ICWBe 170, Temecula, CA 9259D
Suit
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07EC7I CENTERLINE OF RANCHO CALIFORNIA ROAD, nBERGLASS WITNESS POST SET 1' NO SCALE 909-695•-5596 FAX 943464 Ridge Pork Drive,, Suit 5-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. w OF MONUMENT.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 11'PNCAC FOR ALL lFF Q.EYA11idV5� 1F'DltrOp 1S O1HER 1HAN SID 4 #4M PLAN WLPROVIDE NEN ECEV1111idV MID DIRE AWD/bIP NrAl1�R OF MOPSFI410M FF
ADJ. DATED 9-13-82 ELEV. 1128 410
CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE" BENCH MARK �': oFEss Designed B Drawn B Checked B
SCALE Dwg. No.
eR iq y y y Recommended B . C I TY O F
FA vru V W M ES PH r Dote. T E M E ULA D of PUBLIC WOPM
Call tractor SEE SHEET 1 Horizontal �`" � �y�
N& SMPRECISE GRADING PLANS
h1SpeCtOr AS SHOWN at E00-30-01 Accepted B . Dat G 5 �3
By.- e PG - 01
Vertical I MR. RONALD J. PARKS, R.C.E. NQ. 23209
�� ciV J� � PUTY DIRECTOR � PUBLIC WORKS �
' ARNOLD L. WH/TE, AL=RffAaE
N/A �°�' �►-�� TE, R.C.E.R.C.E. NO. 57014
REGIS TRA TION EXPIRES: 06.30.05 R.C.E. No. 19 744 Expires: 09--30-05
"p PHAW 4 = LOT NOW 162-174 end 94 Sheet 1 of 4
IN THE CITY OF TEMECULA, CA.
PRECISE GRADING FOR:
it I
PHASE 4 LOTNO'S 162 THRU 165
SEE SHEET 4
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I 2340o
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WALCOTT LANE
PLACE.;
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SEPARA 7E PERMIT
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ENGINEER' NOTICE M THE CONTRACTQRO- L D a 3 13 9 G R
DIG ALERT PRI VA 7E EN GIN PERMIT.
TA THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UlnLlInES OR
0 DIAL TOLL FREE STRUCTURES SHOW ON THESE PLANS WAS OBTAINED BY A SEARCH OF 0 10 20 40 60
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 0 10 20 40 60
-800-422-4133 11
EXISTING U77LI77ES EXCEPT THOSE SHOW ON THESE PLANS. THE PRDmGN CbNSUTAM
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO GRAPHICAL SCALE PLefew # RqVMWNMRML# nNarafflaw 4 8 T/Cff
AT LEAST TWO DAYS PROTECT 774E UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTIONGRAPHICAL SCALE 909-695-5596 FAX-909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
tI04)ERGR0tW SERVICE ALERT Or SOUTHERN CALIFORNIA
CONSTRUCTION RECORD DATE BY REVISIONS ACCI) DA TE BENCH MARK SFAL- Designed By Drawn By Checked By N� SCALE Recommended By. Dwg. No.
con tw tor SEE SHEET 1 Horizontal I"o; L lop FA VM W/RM ES PH 0�14 44C Date: CITY aF TEMECULA DEPARTMENT OF PTJBUC WORKS
• PRECISE GRADING PLANS
�; ft 5M4 rn
hspector AS SHOWN W
EW. 06-W-M Accepted By Date: 03 PG - Q 2
TRA CT NO. 23209
TRACT NO, 23209 MERITA GE
SA
Vertical ZtiMR. RONALD J. PARKS, R.C.E.
ARNOLD L. WHITE, R.C.E. NO. 57014 DEPUTY DIRECTOR OF PUBLIC WORKS A 0 WA GE
NIA Cr REGISTRATION EXPIRES: 06.30.05
R.C.E. No. 19744 Expires: 09-30-05 ----------- Sheet 2 of 4
PHASE 4 LOT A10W 144 162 77-M 186
IN THE CI TY OF TEMECUL A, CA.
PRECISE GRADING FOR:9 PROPERLY LINE
GARA6F
FRONT SETBACK
�" 23209MERITA VARIES VERs CURVE
NO, 10' PARKWAY TRA SSI T10N,
GE
2X
PHASE 4 LOT NO'S 166 7HRU 170DEWALK Q�
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14% MAX
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' SEPARA TE PERM/T fi 1 ..,.. N o L_
\ 53 43' 2.74 / IRETAMMIG WALL PER
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,,�42, �c I PERMIT: LD03- 139GR
DIGALERT PRI VA T ENGINEER' NO TI C T THE ON TRACTOR• / - I
, THE EXISTENCE AND LOCA T10N OF ANY UNDERGROUND UTILITIES OR
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF - - -• '
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
�-800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE Dmoic b_ N7MTJ0M
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES T O 1- hAi� • INVM0 • • a /
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 PROTECT] 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UMDERGROl1MD SERM ALERT OF SOUTHERM CALIFORNIA
CONSTRUCTION RECORD DATE BY REVISIONS ACCD DA TE BENCH MARK � aF�ss, Designed By Drawn By Checked By I?�g. No.
SCALE QR Recommended By. vote: CITY OF TDEPARTMENT OF PUBLIC WORM
SEE SHEET 1 �IC4 ,o L 1Vj �i FA VU VM M ES PH Y
Cankacta Horizontal PRECISE GRADING fYANS
w "M5,4 r . 403 PG - 03
Inspector AS SHOWN d �• �� � Accepted By. Date: TRA C T N0. 23209
it 03 MR. RONALD J. PARKS, R.C.E. g
Vertical ��� crv�� ��" ARNOLD L. DEPUTY DIRECTOR OF PUBLIC WORKS
QUI �. % WHITE R.C.E. NO. 5 7014 ��:..............
- -_ IIA�f�TAQE
NIA R.C.E. No. 19744 E ires: 09-30-05 fSheet 3 of 4
� REGISTRATION T/DN EXPIRES. 06.30.05 xP •� PHi4�4 - LOT M0�3 M TFl�J T�
IN THE Cl TY 4F TEMECULA, CA.
PRECISE GRADING FOR:
PHASE 4 LOT NO'S 171 THRU 174
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84.40
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GRAPH/CAL SCALE
SEE SHEET 2
_ PERMIT: LD03- 139GR
DIGALERT PRI VA TE NGI NEER 0S NOT/M TO THE CONTRACTOR:
,,. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO AojwTDEm&w TANTS
PLOOM • EMMMMMAL♦
1-840"-422-4133 EXISTING UTIL1 TIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
• s[11rvBt
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES
909--695-5596 FAX909-695-5597
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTI
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UNDERGROUND SERVICE ALERT OF SOl1TH M CAUFORNIA
sem.: Designed B Drawn By Checked By � TEMECULA
D�rg. No.
CONSTRUCTION RECORD DATE BY REVISIONS ACCb DATE BENCH MARK SCALE
Ro�ESS, 9 y .s C13 CITY 4F DEPARM?ff OF PUBUC WOFM
o Q �. �''� FA/W VM M ES H Recommended By. Date:
SEE SHEET 1 Horizontal ����' `° 'rte ` PRECISE GRADING PLANS
PG -
Cor►troctar 04
�
�. X0,4 ►n � � 3
A s sHo� �. 05-30-M � Accepted eY MR. RONALD J. PARKS, R.C. Date: TRA C T NO, 23209
Inspector * * � Zf"t d3 E g >�
TRACT NO, 23209 MERITA GE
Vertka ,�, �r DEPUTY DIRECTOR OF PUBLIC WORKS _ �Ti4GE
,�� c►v�� ARNOLD L. WHITE, R.C.E. NO. 57014ft
r��==: a: - Sheet
Chow NIA REGI STRA TION EXPIRES: 06.30.05 R.C.E. No. 19744 Expires: 09-30-05 �.„� PFG49E 4 = LOT 111bS T11 T1'�V 174 4 Of 4