HomeMy WebLinkAboutTract Map 25004-1 Lot 9-24, 28, 43-56 Precise Grading I
i LEGEND
C: C. F. CURB FACE
D.F. DEEPENED f+01D77N6 0 3' QEEPL�NED RDOT,MSr
INCREASE IN DEPTH
PRECISEGRADINGF.F. FINISH FLOOR PLAN F.L. FLOW LINE ,gam LAN NUMBER-REVERSE MODEL
F.S. FINISH SURFACE
• '
H. HEIGHT ica p PAD ELEVATION
TRACTT.C. TOP OF CURB
�► 25004111111111111 N T_ F- TOP OF FOOTING• • SEWER LATERAL
T.W. TOP OF WALL • VOTER LATERAL ,
�' d�Ei7,41 --� DIRECTON OF FLOW rX STREET LKQHT
,4stirAoW — GRADED SWALE AND RATE FIRE HYDRANT
� . ,
CITY OF TEMECULA -- DAYLIGHT LINE
RETAINING WALL
—y- TOP OF SLOPE
L `TOE OF SLOPE
BARCLAY ESTATES - �P
1A
2
ALGA'. �ET�gC,(e' i^ M t
VIC[Nr Y MAP leer ,a�s
NOT TO SCALE -ding 3� ' 2
* 0 3 I Q
ONLY M/N N ,
M//V i9.4GiE � r y
AO I
GRADING NOTES MIN
1ALL GRADING S �oaSOW///
. HALL CONFORM TO TRE UNIFORM BUILDING CODE, ;, •::
CHAPTER 70, AS AMENDED BY ORDINANCE 457. I tI• �,N ' ; SAO EL-EV. 2
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE
12. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 ' DEEP AND n1 ,INET,. //►tj /yqL< 'Ve ,SE
BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF CUT OR CD/✓3'��?[/CTEO l/NOEly Q
FILL SLOPES. tX Ay1N 5EPi41AR4 Ei91,4WiT \ 5' Plill \ 4.
3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA a1Uj MAX �.r40 ELEt/ 'C
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL SECTION A A
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. NOTES
4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE
GREATER THAN ONE FOOT. s, � �
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT FOR PL.4/V NO. MSN del 1. SEE ARCHITECTDRAL PLA" FOR DITONS.
f+lENS
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND M
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED X Z. ALL WALLS SHOWN ON THIS PLAN SHALL BE APPROVED ANDI i
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LAT. CONSTRUCTED UNDER A SEPARATE PERMIT.f' ��= 7. THESE LOTS ARE PORTIONS OF TRACT NO. 25004-1 FOR
6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED UNLESS ' � O
METHOD. /t10tilS,y
V. ��� WHICH THE ROUGH GRADING HAS BEEN COMPLETED. THIS
- OTyERaW/x PRECISE GRADING PLAN IS BASED UPON THE APPROVED '
S� VIWIiV I W in .
'7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS 6�.o0E r
AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. /N '00�410 I► ROUGH GRADING PLANS AND THE PAD GRADES SHOWN THEREON.
I. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE ELEI/ `Ijl� ' 0 ? 1f 4. ALL FINISH FLOOR ELEVATIONS SHALL BE 6" ABOVE PAD
�.
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. GRADE ELEVATIONS SHOWN ON THE PLANS.� S.
9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES ff CURB DEPRESSIONS AND DRIVEWAY APPROACHES SHALL BE
NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE INSTALLED IN ACCORDANCE WITH CITY STANDARD NO. 207h /?� AS DIRECTED IN THE FIELD.
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS � /`� - �wd� i. ALL DRIVEWAY WIDTHS = 2101--a",2101--a", X 21 .
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE S�
� . . . ,- - I I 1
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � 4
/N/N _. - � � _ , � • _ -.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. +
� it
10. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OFZe
TEMECULA'S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION
OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE
APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING SECTION B B W �G , BENCHMARK
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION V h V
AND LOCATION OF CUT FILL SLOPES. NOT TO SCALE )ELEVATION: 1091.074
11. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF RIVERSIDE COUNTY DESIGNATION: T-46-8i
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
LOT OAD FROM THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) � TT �r IN`G STREET 1.7 MILES NW ON FRONT STREET—JEFFERSON AVENUE TO THE
SHALL HE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT INTERSECTION OF JEFFERSON AVENUE AND WINCHESTER HWY. 79
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE SCALE: 1"= 20' 2.0 MILES NE ON WINCHESTER ROAD (HWY.79) TO A BRIDGE OVER
ADJACENT GROUND SHALL BE GIVEN. THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK FORK. IN THE SE
WING WALL, 6' SE OF CORNER OF BRIDGE ABUTMENT, 3 ' E OF STEEL
GUARD RAIL, 19' N OF TELEPHONE SERVICE BOX.
UNAUTFt01t1ZTD CHANGES & USES
CAUTION:The engineer preparing these plans will not be responsible r-00
sd' NOTICE TO CONTRACTOR
for, or liable for, unauthorized changes to or uses of these plans. All
( ons"'uctiu,l CUlllI'll CItW a;,;rec� than in mtorda ut- %%ith gertet'all% at•cepted ('onstrttction
changes t0 the plans must be in writing and must be approved by the l►rHctires,cral.u•nctit►n carntl-artarr..in he required to H..ume.trle and t-rrm )lete rP. ><rn.ihilit% it►t•
MI 77— job-.ill- dw condition, ing I hcuur
e •e o consirut9ion of tile ect,includim
e )rt► �. 1
preparer of these plans- A A� ,�j t i �.:Ife1\ (rI NII 1)Pr'rt►ns
i
, 'M I "Ild prnl)rlty: that this requirement .hall be made to appl% cr►ntinur►u•h and not 1►t limited to
s normal%%orkin"hour..and construction conti-Hctor further agrees to defend. indemnif% mid hold
design professional ha rniless farm any and all liability. real or allel ed, 111 cr►nllectu►n with the
EXCAVATION 775 C.Y. � � perl�n•rnHnce of�mrk cin this project-c•xcty►tin;,;lialhilit� ari.in}:front the.ole nel;lil;ence of de.ikn
' prc rfe:.it rnHl.
FILL
Underground Service Alert )MOTES:
1. THE FART WOM QM ES )HEREON 00 NOT TNCLUDE ALLOT NCES Al ,-T„ /
'11, Cafh TOLL FRET ORRREMOVAL OFREMOVAL FDEL TERIO STERIAL, CUT FOR FILL BENCHING tr. tr t" - /=ger' OW�/ SUBD�E
ERIALS. ALSO, THE Zl' •/ —
QUANTITIES DO NOT INCLUDE ALLOWANCES FOR BUILDING AND/OR DIX DEVELOPMENT, INC.
RETAINING WALL FO NDATION EXCAVATIONS, OR ANY UTILITY PLAN r FLAN 15M PLAN t 22805 LAKE FOREST DRIVE
�� TRENCH EXCESS EXCAVATION.
LAKE FOREST, CA. 92630
422-4133 2. QUANTITIES SHOWN RE FOR PERMIT PURPOSES ONLY. TYPICAL HOUSE FOOTPR`rNTS (714) 951-4951
TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"= 40'
-- RECOMMENDED FOR SEAL
APPRCVAL APPROVED Y DATE _�s'l7/�j13- R.L. Brow CITY OF TEMECULA SHEET NO
,;ESS'o� n Associates, Inc.
L !l1tM*AONO CASEY.PAINCPAL E ER CITY OF TEMECIIA CIVIL ENGINEERING • SURVEYING - LAND PLANNING TRACT N0. 25004- 1
'
G►
14/2 Ilrelrer Bou[a!vatd • Suftt 125 • Ttermn, CA 92880
a m R.C.E. NO. 41M0 EXP. DATES 31-96_ (T14� B89-097q 6ARCLAY ESTATES - PHASE 3
a� 110. 166$3 r,7 PREPARED UNDER THE sL1PERvrsloN OF' OF ` SHTS.
The private enganee►signing these plans is responsible for assuring the accuracy DATE
Exp. 6-30-97 DATE //-29'93 TITLE SHEET
and county
a acceptability al of the design hereon In e p event of discrepancengineer
shall b rearisponsible
alter DATE BY MARK CHECKED BY LOTS 9-24, 28 AND 43-56 FILE NO
countyapprovala duringconstruction.solution
a pnva►eengineershallberesponsible APPR. DATE �'l,El � � ,z'• f SCALE BENCHMARK PRECISE GRADING PLAN
for county
an acceptable solution and revising Me plans for approval by ENGINEER REVISIONS CITY DATE E CAI. RICHARD L. BROWN T — 46 S1 ELEV. 1091.074
the county. W C
DESIGNED BY DRAWN BY CHECKED B R.C.E. NO. 16M EXP.DATE a-30-'97 DATE SEE DESCRIPTION ABOVE FOR
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.I/lE /'/l0�5E0 iV.4"S 7 ,�E LOT/V27 es/lGftD/�VT, I LOT/AVI
6/loavE1VT, .4<i9l�YT •
�D/�'.S'Ti9L/�-TEO [/woEi'1 .SE�sf.9ATE -9
IP-44 4? 10..40
/! ?!58 44 /0-6/
/2 /9.9G 45 /350
/-4 0.CIO 406 4Av
/4 900 47 /9.c!
/5 .59 48 1359
/C g?0 4-9
7 /XG/ 50 Boo SCALE: 1"= 40'
18 /?70 5f 860
0 /9.95 517 9.80
JoyI.BG s3 9.80
! 9 70 .54 9.?5
Underground Service Alert f? ?." 55 9.40
2`3 /3.2 5 64 77-5
J 9G
Calf TOLL FREE -
��( 1 -800 -
"� ` 422-4133
TWO WORKING DAYS BEFORE YOU DIG
RECOMMENDED FOR SEAL APPROVED BY DATE _! -)193 R.L. Brown Associates Inc. CITY OF TEMECULA SHEET No
APPROVAL 990ESSioN� TRACT N0. 25004- I
CIVIL ENGINEERING • SURVEYING • LANU PLANNING
C-7
��� 0�2 22
RAYMOND CAS PRINc,PAL (NEER carr of�TEMEC�U14a 1� ei ted • S� 125 a Tom, CA 9z " BARCLAY ESTATES — PHASE 3 2 I
R.C.E. NO"A-1. EXP.DATE 3-31--M (71I) A69-0974
• Exp. 160�, PREPARED UNDER TME suPERv>sr_ DATE /�-2s-�3 LOTS 9-24, 28 AND 43-56 s>•+Ts.
The private engineer signMV these plans is responsible for assuring the accuracy DATE
• FILE NO
and acceptability of the design hereon In the event of discrepancies arising abler PATE BY MARK APPR. DATE CHECKED BY !' ��' r. Jd0 ,� SCALE . BENCH MARK PRECISE GRADING PLAN
county approval or during cans►ruction.Me private engineer shall be responsible '�Jt+ O�� 1 40
for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY DATE OF CARICHARD L. BROWN DATE T - 46 - 81 ELEV. 1091.074 FOR W O
Mecounty DESIGNED BY DRAWN BY CHECKED R.C.E. NO. ExP DATE— �� SEE SHEET NO. 1