HomeMy WebLinkAboutTract Map 25004-1 Lot 1-8, 25-27, 29-42 Precise Grading ' LEGEND
sr �. D.F. DEEPENFOOTIpGIFACE DEEPEN NCRE SEOINTtNO DEPTH
R��►/,`s r h V 10 F.F. FINISH FLOOR gQo
GRADING AND PLOT PLAN F.L. FLOW LINE PLAN NUMBER REVERSE MODELPRECISE
T F.S. FINISH SURFACE
H. . HEIGHT //c8.? PAD ELEVATION
T.C. TOP OF CURB
TRACT NO. 2
T. F TOP of FOOTING 0 SEWER LATERAL
T.W. TOP OF WALL • VWkTER LATERAL
DIRECTON OF FLOW STREET LIGHT
GRADED SWALE AND RA?E � FIRE HYDRANT
.v BEN�1�►t ': -- DAYLIGHT LINE
CITY CF TEMECULA RETAINING WALL
1� O.
FTOP OF SLOPE
7.eiTOE OF SLOPE
BARCLAY ESTATES - PHASE
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VICINITY MAP �;�
NOT TO SCALE
M/N M/N
GRADING NOTES "',~ '"/" 1:
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2
- -- :- _ —
I. ALL GRADING SHALL CONFORM TO THE UNIFORM 1sUILDING CODE ?r. WIN. x-.40 AFL-L=V
CHAPTER 70, AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE _ P07L /11.4X '
1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.21 DEEP AND m /lET,4/A,'11V� pvwez 70 AOL
� CO/V•'�Ti9UCTE0 L//V�E/'J � ,
BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF CUT OR
ZX /N /�,erAPA /T
FILL SLOPES. .
M/
9. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A 1�r MAX a "aw ELEI/ i
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL SECTION A — A A �' A
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL SECTION
COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. NOT TO SCALE ° NOTES
4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS
GREATER THAN ONE FOOT. �' 5 M/ 1 1. SEE ARCHITECTURAL PIANS' FOR PDMATION DINESSr
5. THE CONTRACTOR SHALL NOTIFY TRE ENGINEERING DEPARTMENT AT 2. ALL WALLS SHOWN ON THIS PLAN SHALL BE APPROVED AND
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND CONSTRUCTED UNDER A SEPARATE PERMIT.
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED /!�'�!//N 2. THESE LOTS ARE PORTIONS OF TRACT NO. 25004-1 FOR
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED % 0 ELEV I WHICH THE ROUGH GRADING HAS BEEN COMPLETED. THIS
METHOD. '� jn " PRECISE GRADING PLAIN IS BASED UPON THE APPROVED
7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EX'T'ERIOR WALLS � 6'q'4O� � W � � � _ ROUGH GRADING PLANS AND THE PAD GRADES SHOWN THEREON.
�! 4. ALL FINISH FLOOR ELEVATIONS SHALL BE 6" ABOVE PAD
AT NOT LESS THAN
"SHALLFOOT
CLEARLYMDEL NEATEDOF 3INFEET.
THE �L-�V NIA �VI`� � � � T.f GRADE ELEVATIONS SHOWN ON THE PLANS.
S. ALL PROPERTY CORNERS
CURB DEPRESSIONS AND DRIVEWAY APPROACHES SHALL BE
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �:I s;�� � S. •
INSTALLED IN ACCORDANCE WITH CITY STANDARD NO. 207
9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES
any AS DIRECTED IN THE FIELD.
NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE — 6. ALL DRIVEWAY WIDTHS 161-41", X 29 .
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 5/�1ElVdL.�
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE t• ,; ' i � 4 :
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ' "
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
10. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF
. TEMECULA'S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION G� a XG BENCHMARK
OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE SECTION ` W h % Q %
SE
APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING SE
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION ` W ELEVATION: 1091.074
AND LOCATION OF CUT FILL SLOPES. NOT TO SCALE RIVERSIDE COUNTY DESIGNATION: T-46-•81 -
11. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF FROM THE INTERSECTION OF RANCHO CALIFOMTA ROAD AND FRONT
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE TYPICAL LOT GRADING STREET 1.7 MILES NW ON FRONT STREET—JEFFERSON AVENUE TO THE
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) INTERSECTION OF JEFFERSON AVENUE AND WINCHESTER (HWY. 79) ,
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT SCALE: 1"= 20' 2.0 MILES NE ON WINCHESTER ROAD (HWY.79) TO A BRIDGE OVER
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK FORK. IN THE SE
ADJACENT GROUND SHALL BE GIVEN. i WING WALL, 6' SE OF CORNER OF BRIDGE ABUTMENT, 3 ' E OF STEEL
GUARD RAIL, 19 ' N OF TELEPHONE SERVICE BOX.
UNAUTHORrZED CHA14M a USE _ s0• NOTICE TO CONTRACTOR
CAUTION:The engineer preparing these plans will not be responsible
Dr,D•
for, or liable for, unauthorized changes to or uses of these plans. All Construction contractor agrees that in accordance with genervIlly accepted evttalractivn
practices,construction contractor will be required to assume sole and complete responsibility for
changes t0 the plans must be in writing and must be approved by the job site conditions during the course of construction of the project,including safety of all persons
preparer of these plans. and mited to
EARTHWORKbUANTITY E TTNA I normal
working hourrty-, that s and constructionuirement s ontractorfurtll be made to herlagrees lto defendnuously nndemnifyd not be tand hold
• design professional 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 design
EXCAVATION r&50 C.Y. professional.
FILL -0- {
Underground Service Alert NOTES:
1. THE2ARTH1110 UPM-17Rl*REOM DO MOT IRCLVD'E ALLdWANCES p' /= •-7" /� - --. OWNER)"SUBDI V I ER
FOR REMOVAL OF UNSUITABLE MATERIAL, CUT FOR FILL BENCHING 974-
Call:
TCall: TOLL FREE OR REMOVAL OF DELETERIOUS MATERIALS. ALSO, THE tr'-+ I DIX DEVELOPMENT INC.
' QUANTITIES DO POT INCLUDE ALLOWANCES FOR BUILDING AND/OR 22805 LAKE FOREST DRIVE
RETAINING WALL FOUNDATION EXCAVATIONS, OR ANY UTILITY PLAN 1300 PLAN 1500 PLAN 1800
IY�
1 -800 TRENCH EXCESS ZXCAVATION. LAKE FOREST, GA. 92630
422-4133 TYPICAL HOUSE FOOTPRINTS
2. QUANTITIES SHO ARE FOR PERMIT PURPOSES ONLY. (714) 951-4951
SCALE: 1"= 40'
TWO WORKING DAYS BEFORE YOU DIG
RECOMMENDED FOR SEAL SLAL APPROVED BY DATE —Z-1/(P('93 - R.L. Brown Associates Inc. '` TRACT NO. 25004-1 SHEET NO
APPRCVAL QBE CITY OF TEMECULA
L _ - CIVIL ENGINEERING • SURVEYING • LAND PLANNING
S p IA.G3EY.P NC ENf�NEER CITY OFTEIW O A 140 Irvine &mlewerd • Safte 125 • TwMn, CA 92"M BARCLAY ESTATES — PHASE 1 1
N,no f R.C.E. NO. _41880 EXP.DATE—3-31796 -_ (714) 089"-0972 ---
3 RL.Q to 7, Rey ewmr-wrmcK Aw arr3 ew, T 0-I PREPARED UNRVI
DER TW SUPERVISION OF:DATE TITLE SHEET OF 2 sHTs
The private engineer signing these plans is responsible for assuring the accuracy 7%Z!/yJ ,QL Q LOT 42- %EV PLAN/500,-010 Or,-If,syr Z. DAA ` L(3T.S' 1-8, 25-27, 29-42 AND SALES TRAILER FILE NO
and acc&p►ability of the design hereon. In the event of discrepancies arising after DATE BYIMARKI PPR. DATE CHECKED BY hNIL f x, SCALE BENCHMARK PRECISE GRADING AND PLOT PLAN
county approval or during construction.the private engineer shah be responsible
for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE CA RICHARD L. EiHOWN DATE T — 46 — 151 ELEV. 1081.074 FOR W-C..
the county DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. �� EXP.DATE d-90-93 10-92 SEE DESCRIPTION ABOVE
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RY PARICIIVG AREA CONSTR'UG"RO � � �,��
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CONST. TYPE " L.F. �++
D" CURD PER CITY STD. 4
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1 3 � -�—--•
NO. 204, C.F. PER PLAN. . . . . . . - - • -.. . . . . . . . 6 1l \ SCALE: 1"= 40'
a_ (MGRoT_TND CST. 3" A.C. 1PAVEMM" OPER NATURAL _/?L' 92tun) l97 P n a
COPiPACTED TO 90lk REL1►TIVE /'! -__ �,�' \
DENSITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4,067 S.F. t —. 0 (D
M \ b r V
a--CONST. 4" CONC. WAtX. . . . . . . . . . . . . . . . . . . . .67 S.F. ;.r; NI
�—INSTALL 2' x 3~ REDWOOD !lEAbER. . . . . . . . . .267 L.F. \ �� ` ZL 6 ^ r!
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_ �JONS �tr PLACE III
Underground Service Alert
N 69143' F5-16
� Cali: TOLL FREE
1 -800 PCL I
" v 422-4133 1 P. j\/], 12/ 66
1\1 O. E5 11
TWO WORKING DAYS BEFORE YOU DIG
TRACT NO. 25004-1 SHEET No.
RECOMMENDED FOR SEAL SEAL
A PROVED BY DATE__411(V/9-; _ R.L. Brown & Associates, Inc. CITY OF TEMECULA
APPROVAL 'OF 40 CIVIL ENGINEERING • SURVEYING • LAND PLANNING
L RAYM D A.CASEY. PAL ENGINEER CrrY OF TFk1 IA 1442 InI&utevm4 a Saw Its e TutH", CA 92mo BARCLAY ESTATES — PHASE 1 2
s8 EXP-DATE 3-31-N (714) M9-0972
N&IMR.C.E.No. 41 _ /� LOTS 1 -8 25-27 AND 29-42 of-�_s"'S
�� PREPARED CINDER THE ION OF: DATE ��• `_92 AN SALES TRAILER FILE NO.
s ,Qce coT -7j REV FRGDNT 9ET cK FRGbh! � 0 23' ` � ,.
in these tans is responsible for assuring the accuracy ?/ ,e[4 LOT4ts fJEY/LIN/3AB»/�/�/�✓ LATE '��. C'ty11 PRECISE GRADING AND PLOT PLAN
r^eprivate wiginawwIgn p APPR. DATE CHECKED BY ,t• ,�errirw,� SCALE 'w_ �� BENCHMARK T _ 48 _ 81 ELEV. 1091.074 FOR WO
and acceptability or the design hereon In the event of discrepancies arising after DATE BY MARK f CAL
county approval or during construction,the private engineer shall be responsible REVISIONS COUNTY RICHARD L_ BROWN DATE
for determining an acceptable solution and revising the plans for approval by ENGINEER DATE 10-92 SEE SHEET NO. 1
the county DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. ��� EXP.DATE. d-30-93