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HomeMy WebLinkAboutRough Grading GENERAL NOTES ROUGHGRADING PLAN 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTEP 70. AS G AMENDED BY ORDINANCE 457. 1t �r K A < 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17o. DRAINAGE �FTRACT SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF �r NO ,�� 23143 2 3 0 2' FROM THE TOP OF CUT OR FILL SLOPES, R y r 3. MAXIMUM CUT AND FILL SLOPE = 2: 1. PROJECT ' CITY OF CALIFORNIA pA SITE 4. PROVIDE 5' IMDE BY 1" HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL P t 1 SLOPES OVER 5' HIGH. 15 y it 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND of pd�� 9 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC VICINITY MAP rJ r� �-��' \ II /`` r` fl r WORKS DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN f A1-'! .J_.-.-...., II]A � 2 9 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE N N(--,,-r To SCALEr� ` if -- ,, - BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION .AND LOCATION f 1/� J r/l l.� OF CUT/FILL SLOPES. P CL 'I TRACT NO. 23143-4 -~� 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG TOP OF CU T SLOPE. 8. FINAL COMPACTION REPORT IMLL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9 A[.L G RA z)/N6V SHAG L '6 F DID/VE /�CD/VFDRMANC� W/Tf/ ��CD/VJM w R P CL . T Ais Oo' Tfla PR5L/M//VARY SO/G S /Nva r--,ST/&�T/DNS eY �f/C/�"/C salt-S Ayh 2 \ \, �/S/�/NR/NC7 /NC. �f�74 9-2D-9� (Tf�•23143-Z), 9-25-9G A �• \ ,� f5 ( Z3/43,.¢.TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO ?� ?8 �• ,� 3� AA \\•\� rATHE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE A ytif E 9 ` 39 \••, fib G WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, k 3 ,� N TRACT NO. 23143--3 • ' ti, ?9 3ti �` a " ° A. / !! 52 A6 '�0 14. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS 0100-2a.3 CFS �-- - f" 2 �/� ,� S EE �P 31 S IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS 0100=24.3 CFS �� 3 / 17 �s9 oPi� 53 5� \ � � �\ 1\ ` `1 5 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �� so �� ` �► EACH LOT. PHONE (909) 694-6411. 01 DO=�a.s CFS ���- sJ � �.� .- E �j 1 ��► � � 3 EXIST INLET l 60 PCL 6 1S Ag '1 `� 11, CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES 4 s g5 EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GA A SS 14 ` 66 92 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN d 6 7 010015.3 CFS-o `� \ ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. tb •� " ? s d 94 95 1% I 0100-12.5 CFS 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED 0 `� 93 s 12 �' "' NO \7 I OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. o EXIST. 36" RCP S \. 6 � AIN g� 6A 6$ N l so \ s> >d C� d* 96 \ 11 '�' 0100=16.1 CFS u PER AD 159 \-� S 1 B? s �� 92 q. 9 1 ge 63 69 = 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE �• ,� i 6� ?,? �� \ ds o'' 97 I 10 d3 U� y � CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. ✓F�f�� �.` 9 fd �?� '\� g1 v 100 10, 62 10 s $ PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO �� H E 1 3 O 9e 99 g9 �\ `� PLACEMENT OF FILL MATERIAL. �' q s �-- Q �.� s �s �-.\ s �, e, '� , \ 1 S H E 0. 1 4 0, -,o b%Ln de ell e� s� .�- •�, in RAD IS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 1wj , .` �r �, -_- ��� 2 0� of sa /1' S2 �q Q 4� '9 DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE. PROVIDED TO d9 - .---� �" j PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. �. sJ, �\ �r� '�0 �� �--~ 29 2$ 2'1 � r 3 50 F ' -r /Ion J 63 fie 61 60 59 / � 53 A8 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 49 'Q� 3 4 33 32 31 �S S fip �° ,/� 4100=8.9 CFS �! 8 36 3 ?� p � 49 -_"� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, � 37 ?3 rs \ -� -. �' S4 �`� 0100-8.6 CFS 1 RM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY pq .\ 1 16 17 ?� b .� ` __._ �..� \ ESPECIALLY DURING STORM Q \ 10 11 12 13 t4 5 is 46 55 ��,` DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING e i �• 22 \•q GRADING OPERATIONS. GRAPHIC SCALE \• S E T N 2 9 20 21 \, 47 56 \ 20 F 17 is 19 SH \ 46 l�� \ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) zoo o loo zoo +oo sao \ r 1�,tASH1�. � 211N 23 \� SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT N: m \ --�" - \ ,�p� / 25 2a '� as � \ FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. _ ( IN 1~^FET' ) \ 4 3 2 FS \ f �$. 31 27 26 Ao \z 44 .� g 7 6 S 100 5 2 ' 30 29 7e �►- 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF 13UILDING PAD ELEVATION I inch 204 ft. �� �� "l=am' ..E 43 �, WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (MTH RESPECT TO MEAN •\ 10$ FS_- 42 f�f�, 32 I, 41 SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL .. ............;..� � 39 B E Gr VEN. 0100 5�3C FS .� :.`""�' - 313 �pi It .• ` C.B. PER AD 159 ;,. �""� CFS ��,� 1 i 33 37 \ 0ti0 �5 1 35 36 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT 3 2 R P R 15 (0100=92.5 CFS1�-� 1 Z 4 S �E NO 34 ABOUT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVE SLOPES OVER OUTLET PER AD 159 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF- SHRUBS SHALL BE PLANTED AT 10' ON 0100=6.5 CFS \' ` r CRY f'4 TRACT N0. 23143 -2 CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' C.B. PER AD 159 \ \. IZ 13 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10 R. 20. FINISH GRADE SHALL BE SLOPED AWAY Fwm ALL EXTERIOR WALLS AT NOT LESS THAN GRADING CONSTRUCTION NOTE & QUANTITY ESTIMATE 114" PER FOOT FOR A MINIMUM OF 3 FEET. N0. ITEMS �- TR. 23143-2 TR. 23143-3 TR, 23143-4 UNIT 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. \ Ql CONST. CONC. BROW DITCH 130 615 130 LF. \ 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 2 CONST. TERRACE DRAIN 660 880 380 LF '�� '\ ��� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. - �- OWNER/DEVELOPER ,, \�, Q3 CONST. DOWN DRAIN 55 55 20 LF \, � 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 4 NST. TRANSITION STRUCTURE DOWN DRAIN TO CURB INLET 3 1 2 EA � APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY.FOR CORRECTION OF ERRORS CO _0 � U TAYLOR WUDDROW HOMES CAL., LTD � � INDEX MAP H APPROPRIATE. 5 REMOVE EXIST. CONC. BROW DITCH 160 1440 CF 244fi1 RIDGE ROUTE DR. OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE Q \' �` . ► >R PLAN REVISIONS SHALL BE PRCMP TL Y SUBMITTED TO THE CITY ENGINEER FOR REVIEW 6 CONSTRUCT CONCRETE V DITCH. 1020 215 LF LAGUNA HILLS, CA. 92653-1686 , SCALE: 1 200 AND APPROVAL. (714) 581-2626 7 CONSTRUCT RETAINING WALL (BY SEPARATE PERMIT) 52 LF LEGEND , TOPOGRAPHIC SOURCE -- EARTHWORK QUANTITIES PICTORIAL SCIENCES INC. SHEET BOUNDARY (INDEX MAP) TRACT BOUNDARY (INDEX MAP) ENGINEER'S NOTE: EXCAVATION RAW 30,980 648,360 263,540 CY 1097 WEST BASE LINE T.C. TOP OF CURB - CYT--`r� SAN BERNARDINO CA., 92411 _�,�2:1 �, _ EXIST. 2:1 SLOPE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY EMBANKMENT RAW 34,950 137,630 535,120 CY (714) 888-5795 T.B. TOP OF BROW DITCH FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PHOTO DATE: 3/20/87 G.B. GRADE BREAK - 1210 FINISHED GRADE CONTOUR INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL Ic EXISTING CONTOUR APPLY CONTINUOUSLY AND NOT'BE LIMITED TO NORMAL WORKING HOURS AND THAT THE F.L. FLOW LINE ---(1210)- CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS SOILS ENGINEER BENCHMARK DESCRIPTION F.S. FINISH SURFACE CUT ...-�- DAYLIGHT LINE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE Underground Service Alert 'a E.P. EDGE OF PAVEMENT FILL OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ---� ----� -� TERRACE DRAIN OF THE OWNER OR THE ENGINEER. PACIFIC SOILS ENGINEERING INC. ELEVATION: 1230.562DATE: 9•-13 -82 B.S.L. BUILDING SETBACK LINE RETAINING WALL THEXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN Call: TOLL FREE 7370 OPPORTUNITY ROAD SUITE "N" RIVERSIDE COUNTY DESIGNATION: T-27-81 STAMPED ON 2 & 11221" BRASS E SAN DIEGO, CALIFORNIA 92111 DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET 1223.4 PAD ELEVATION --------------- ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. 1 -800 619 560--1713 AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RA►JCHO CALIFORNIA 54 LOT NUMBER ="�'- DOWN DRAIN THE CONTRACTOR 1S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT Trans-Pacific ( ) }�� THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN a 422-4133 CINSULTANT: W 0. 400243 ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, TOE OF FILL SLOPE OR LIMIT LINE OF GRADING • 3 FEET SOUTH OFA 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OFzzz ON THESE PLANS. AND IS RESPONSIBLE FOR Tt-IE PROTECTION OF, AND ANY DAMAGE TO � 27447 ENTERPRISE CiRCc£ w£sr PP #1751190E. SETA FIBERGLASS WITNESS POLE 1 FOOT NORThIWF-ST OF 2:1 2:1 SLOPE UNLESS OTHERWISE NOTED) CANYON SUBDRAIN THESE LINES OR STRUCTURES. � E�rfl. 909`66--70005 MONUMENT. - ( , LO99-02DSRA LD94-234GR, LD96--093GR AND LD96---092GR TWO WORKING DAYS BEFORE YOU DIG � � CONSTRUCTION RECORD DATE SY REVISIONS DAT ACC�9 BENCH MARK SEAL: Desi Designed B Drawn B Checked B Dro wing No. ca SCALE QAo Essrpl 9 y )' y / /� TEME /� __ (�I T Y CF r'I DEPARTMENT OF PUBLIC WORKS q r Ao_rusr�� Ors -SHEErs .3 s 9 ;� �.0. � �O 4 RECOMMENDED BY.•_�_._-__�' ATE." /0 ZS fL - Contrvctor REVISED LGT NOS-SyEEn 4-/0 ftHZOM101 � RICHARD L. VALDEZ � Pre�oored Under Supervrsior► Of _ amsmer Rlsne cage mrwr i� _ --- y. A TF Ll-l- L - T R ACT N O. 2 31 4 3-2, 3 & 4. AS SHOWN No._ 4WAQ - - ACCEPTED BY- Ms �4DD DusT. Jr*" STD,t�r( DRA/�/ SEE ABOVE __ rAnte30 . 9-5 PRINCIPAL £ N8fo FOR C/rY CAON£ER >:�`' WrtiCQI Exp,�2-31-9gDON sPa NROUGH GRADING PLAN C4 0 s clv+L �, #� Dot* C&rpA�ted l'ff' �Fd � R.C.E. No. 48060 Expires 12-31 --99 RCE nb. 4 2 9 9 3 £X,ar 3/31 /0 0 '� :'s' Sheet 1 of 14 OC� TITLE SHEET C: EDWIN\CROWN\TITLEI.DWG 6-12-96 T CRiGAIA16 M/L L Difll/F if _ Stye/7 171 A Z2 /55P 20 �` �`• �/ r(r, _ A �\ EXIST G1r0e//V4D ._._...y ... ...rrr .rte'^_"`_.._ -.'.+'"•✓ ' f, / ,0..1_I'iY/r/ r ' /�J E/{� G fArO.11V0 q 4/ 1` 01 V G'�p � --- r -- Fur. d6V&0PA4E,,4T ------ p�� Px�n. GRAPHIC SCALE '� ; �` { ! , � SECT/oN ,0 !J �,e"l EX/ST. Gi'savND SEC r NTS. L17 (C 60 Ib j IN nET 1 inch 40 tL ,� l 1 T - I j ; ; I �/ • Q CONSTRUCTION NOTES 045:9,Z , 66 9 9OOF I CONSTRUCT CONCRETE BROW DITCH SEE DETAIL SHEET NO. 2 ,.... , 2 CONSTRUCT TERRACE DRAIN SEE DETAIL SHEET NO. 2 ~� lL'SHEET NO. 2 \ � � 3 CONSTRUCT DOWN DRAIN SEE r y __ _ �� 2 CONSTRUCT " � TRANSITION STRUCTURE CONCRETE V" DITCH Ni TO CURB INLET S,EE DETAIL SHEET NO. 2 Jr' CONCRETE"� h ` '' N� 6 CONSTRUCT TE V�� 332 , 3 DITCH SEE DETAIL SHEET N0: 2 /44 r�,.r' ,'r ✓ .r'✓ _r •._ � f/ t ` 4y6 •\�! . � • `Y-�... / w......•. � �a �/ % �' / f,f/•..° "-""`---�__. Y r' -� `/ yam, T 9' �y ��� �6 A w (285.9 N ,;/ ,. ` /// r � ,r `�., ...... - - ---._ tt,� / -• __..---_---_..•rte -. • -._�.::_ _..._. _ - - � �,. .�.4 � 1` ''•;,` ( f ( ! j y i ._... .,._.__...._. , '-l _.w W W. . .._r .- _ ..-l 3 l Q I 1k 160 CPi ` 'l � •} S j 1 i r �, ` •.\ , "tib ._....-...._.._.. •..•- - _ ./ r,,// � _. ......._. `� �\ .,1 J f '•�`... �y, •' ' � .. + , � i t I. { � q tt •,, ., � � v'\ ``r.,, ..:r' /' • ."``. 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(909) 676--7000 C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS PATjE ACC'D BENCH MARK SCALE SEA !t ash Designed By Drawn By Checked By Drawing No, 1012811 � �� c- by RECOMMENDEDY+ � >��r,�v Lvr p_ � i a / �..; �P � E. R. S. ✓.K. B DATE - CITY [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS Horizontal - i Contractor ' d z Plans P epared Under Supervision Of SEE SHEET NO / / " 40' * Exp �� " m APPROVED BY: DATES - - Inspector " 31 . 99 '' • PRI PAL EN NE , FOR CITY ENGINEER ��~ rRA cr NO. 23/43 4 /10 Vertical '�� �.* Date - - DON S PAG N 0 0 Fite Cepk�N 7,� CJVII. �,\ > Z'I_ of CAO"O 48060 12- 31 - 99 ROUGH GRAD/NG PLAN '4 2 9 9 3 3/31/00 i9s9 Sheet /47 of/4 SEE DESCRIPTION R,C,E, No. Expires R.C.E. No. Expires 1 ; 79 ,` IN ,, ( � t ' i / 1 ` yam ��� \ .. , ;i�� '{t �•\� ru r rA1�C7 l t ' �' �_... \ i �. ` `\ \\ 1rNN, ,,\ '` \' \. fib`/� � ✓/f// f `�y ..� `..` __r 5�' ,`\ �` ,\+��.�\NNN`\ ,,`�6 W �y` \�` • i - s �r r r �'/r /� ",``�; s,__ „`, \!�' ` (� j J YJ rr v.//✓ I\��f�SrJ J \ °�,.; '`, \�\ •`y \\ °,t : `` �;'� , ? _/ �l i r` \} 1\I % y��� �'\� `�' \'', �'` ti' `` �� f^4``�, .._...._.... �.� \ ,. - r� �! ; ` -� w ,' i � \ \� �, O f- 1 \.., __...�-... f { L7/TCff N. J �` _j 1}��I S• 1 � ,`�l � ", � ,` f �� w ti., �" `^ ,_. �f •/r�•/'f J f N ', r G SECTION G z /'y ..���"• _.,...__...._..-..... ,�.� .f'r `f l` ,'.. r !, 't ,I r , ' � l ' � T � .r ti 1 - ..+� ...._. ._ ... ^'e,,,., � '\w• �" «,``! +,� \... •,�\ �_.. ,..-..._..,.._.....-...- ..- .sem r,r �• ' , � ' ! ! I F� ( 1 � �.� `` ti 1, 4 73rgre .r '�✓• ~,,�. \ \ + .,;•.\• \ - ,'Y•+, • ! 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Vertical �' DON SPAGNOLO 's' _' ,y hie C�rp4ltr ��i'I C N11. �� , A�,F�.' 48oso /2•-3/- 9� 429 9 3 3/31/00 r. ROUGH GRAD/NG PLAN Sheet/4 oft.¢ ` R.C.E, No, Expires R,C.E, No. Expires ee 41. i` - ,. 12 ' ORII' OR /0' 6' 6' OR 5' OR 4 ' NATURAL GROUND SIDEWALK PARKWAY 3 TRANSITION STRUCTURE DOWN le/w �Av r bo DRAIN OR BROW{t DITCH TO CURB�6� •.. •.:•0 OUTLET TO BE CONSTRUCTED •Q, !0' 40' <�¢�> Io' 4f .0.. 6"M/N. ,� LA� BY ROUGH GRADING IMPROVE- 10, 4' zv' �z2') 00' 22 �� �' io M/NLEVEL_ _ _ ...._ Q �' MENT. - - "LINE QP \to ap 5 • + (rrep) suRFACE � � CURB OUTLET PER CITjY _ 3" CONCRETE GUN/TE RE/NFOR CED STD. N0. 301 TO BE 47 ` --�r / •-- '�' N '• ' WITH 6' 6 ' - /. 4W X /. 4W WELDED CONSTRUCTED BY STREET 1 -� G,EVEG CUT �. i • \I + WIRE MESH (W. W. M.� OR APPROVE cD IMPROVEMENT. h =� Ir EQUAL WITH CURING COMPOUND ' •1 SO' ROIH GRADE L/N ti _ FIN/SHED lC &ELOW 71C. .� CUT SLOPE _ I Z PER C17-YOF 7'c-yI�CG/G4 STR. N4 >a�. TYP. ,��['T/On-1 BROW DITCH D1ETA/L(D �c • NOT TO SCALE ZZ Lo BROOKWAY DRIVE ` d\ �� _ �, ' L ROAD � ItA SHOOTERS H/ L R ash � �• _____ � CONCRETE SPLASH WALL I I ! I O Z FOX ROAD A T DOWJV DRA//V SEE ,'�N 2'6" �' 6" I O P[A/V FOR L OCA 710A/ RAW 1 ( q / bb 4 BARS 12"O.C. (VERT.) - CONC. GUN/TE ` .4: `"� 2,500 PS/ 33 33 :; ty +� a: N 5 6 zz 22 G s #4 # BARS-AS SHOWN, 2 2 LOT BRAD/NB D1ETA/L f T YP/C�IL1 I ' 2' /N/sy J fa 4 NEEDED, ( ) HINGE PO/NT I f r NOT TO SCA L E / (7Yr) SL/RFACE Vic' •I INA _ •1- ` ----,.." - /I .�. 6 RCA R PROF? L/NE GEYEG CUT `h <t • 3 • _ _ , r 2 5 RoUG/•/ GR,44E 4/NE `- 9-1- '• - BEGONr T•C. . � � �� I „ /2 PER CITY OF TEMECUL.A. STANj9i9R0 N4 103 TTo/C,4Z SECT/4/1r /0 • O 6"X 6"/..4W.X/,4 W W. W. M • ••• . PAD ELEV VIA SAB/NO P�• / / M/N. Qp VIA ANGEL ES Z t o TERRACE DRAIN DETA/L T YP/CAL BERM DETAIL ' Nor ro SCALE TRANSITION STRUCTURE DETAIL TO BE USED AT TDP OF ALL F/L L SLOPES Z 4 • DYER 5 FF_,'T HIGH Ar TOP OF DITCH TO CURB OUTLET a NOR BROW ) DOWN DRAT R/W P TERRACE DRAIN ALL REAR YARD SLOPES � • NOT TO SCALE PARKWAY 20 MIN. NOT TO SCALE 4V/D r'H I BU/L DUNG SETBACK PER PLA /7, 3 /Oo,O 99 00.0 N VJ FL FL CUT FACE • � ,: � /o'o" �P�• ro BE co/vs rRUc rE0 • 1 PR/OR / �. /0/,5 O /O/5 rows/Tio,v / 0 MIN Z TD F L L 110, r „ L CEMENT 1.0 W -- -- • ••' """` •''" FINISH SURFACE OF SL.OIAE I /g" NA TURAC GROUN s BLDG, PAD 5.0 5.0 a 3 a vE.•RBviL D . � TRIM BACK �- TRA NSI T/ON 1 / F.S p W / SPLASH WALL y[�VARIES� . „ REMOVE UNSUITABLE / 2 % ROUG Y GRADE` L INE -112 v ,, MA TE//A L /� 1 4. ANCHORS �.. FIN/SH SURFACE ADUGfiH GRADE'L/NE ' ROtJECT PLANE i8 P - X 4' TrPICAL FRONT YA RD ROUGH CUT — DOWN D RA/N _ ANCHOR ..• / TO l MAXIMUM FROM � � � NOT TO SCALE 3 0" � -a 12 TOE OF SLOPE. T O BENCH HEIGHT NOTE:FOR STREET UNDERCUT AND LIMIT OF STREET 8" APPROVED GROUND GRADING SEE TYPICAL STREET SECTION — hyo M/,c% BENCH FOR VERTICAL ELEV. OF 3,5� P I /5'M/N. OR LESS USE VERTICAL CUT 2 M/N. X FOR VERTICAL ELEV. GREATER TERRACE DRAIN AND DOWN DRAIN INTERSECT/ON SECT/4N P"—P" KEY DEPTH LOWEST BENCH THAN 3.5, USE VARIABLE SLOPE (KEY) FROM POINT ''A"TO PROPERTY NOT TO SCALE NOT TD SCALE LINE. CUT"OVER`w""FIL L SLOPE 4# b , 4 NOT TD SCALE /�IPOf'` r99,G7 "' 3, 0 4 /2 BEND 4 lig mw ri Cc it FL 3„ 6"X 6/�W1.4X WI,4 W. W.M COMPACTED 2 # CONCRETE GUN/TE 4' r YP/.CAL 4 BARS A U A GROUND 2,500 PS/ o N T R L G D �•1 �- BENCH HE/G/'/T I� REMOVE �/ UNSU/TABLE 13 ~C0AIC. 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CALIFORNIA 92590 O TWO WORKING DAYS BEFORE YOU DIG r"L• (3909) 676-701010 � L D 99-ozo GRQ CONSTRUCT/ON RECORD DATE BY RE-VISIONS DATE ACC'D BENCH AWARK SCALE SEAL: Designed By Drown By Checked By ,.: � 2��96 T�/ TEAIIE-CU� Drawing No.k�'V/.SEo Lar NO -.9, 3// �i l/ / Of- A DEPARTMENT OF- PURL/C WORKSv i4ECOMMENDED BY. DATE. `_. �r��'UC�Q/ t1�N%IO✓1t0% �t . vv/ Asns Preponsd Under Supervision � - 40 �" <:Sa � ACCEPTED BY- DATE:• � 6 M�pec�lpr SEE SHEE T NO/ ,; , r' pdt�• 30 9S R//VC/PALnom, £R. FOR Cnr i-ACIN£ER TRACT N 23143 "'"'� 2 D O N S. A 0 L 0 a � ,r t ,� - ROUGH GRADING PLAN � Axi eor++v��ed ` : r- R.C.E. No. „.,,_. 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Underground Service Alert r IN Call: TOLL FREE ' 1 -800 flit� Trans—Pacific 422-4133 Consultants 27447 ENTERPRISE CIRCLE WEST TEMECULA, CALIFORNIA 92590 TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-X000 LD 93-0240SRA LD96 0 CONSTRUCTION RECORD DATE BY REVISI❑NS PA7-R ACC'D BENCH MARK SE r >��s�+F:,,�ti,• �9 Designed By Drawn By Checked By r, SCALE �' '' RECOMMENDED BY• DATES �0 z8 6 CITY [IF TEMECULA DEPARTMENT ❑F PUBLIC W❑RK D aw ng No. /Ftitovmo c or¢B A�.TvST�D LOT Nl�s. 3 / �� �yE. R. S. E. R. S. ✓. K. S Contractor v /NES.CREVISED 9)F4A5S LOTS 37-47 Horizontal ,SE`E SHEET ND. / N Cr No.48060 ~ Pias P pared Under Supervision ❑-F ; 10 Inspector / = 40 * Exp.12-31 -99 * APPROVED BY: DATES ,� Date ____L �4 ' TS _ PRI IPAL EN IN R, FOR CITY ENGINEER � rRACT � 231¢3 - ¢ hie Copleter Vertical �4TE CIVIL O�`P � ``F DON SPAGNO o CA r.. SEE DESCRIPTION R.C.E. No. 48050 /2- 3/- 99 4 2 9 9 3 1989 ROUGH GRADING PL Q Al Sheet o'f I Expires R.C.E. 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''' e\ `.:.\ .4\ � A/�.�,r,r �',�. 4. !G.' �r _ '•'�. `'' '•�^,. _ CONSTRUCTION N S T R U ;• y ``� , , V � a - r___ CTION NOTES . W ,� '•, '� 't /:' fir• �• r..-'',�� ,� \ `•\ 4 . .S � /, _� _I_ ,,� 40 � �..9 y j \ �� ` ' �i7.21/ ,% /fes` / �� �, \. '`\\ `�,` , / .�' �,� G.. -• � •.., CONST. CONC. BROW DITCH SEE DETAIL SHT. NO. 2 CONST. TERRACE DRAIN SEE DETAIL SHT. NO.2 ,• ' ; /// I ,' ti 6 CONST. CONC. V DITCH SEE DETAIL SHT. NO.2 I 7 RETAINING WALL BY SEPARATE PERMIT \.\...............�.-.....•�"r �./ f'f,i j 1,r' r r `, .� •\ '\ '\ ` 1 •� f .., 6a.'•l 5' x 5' x 1.7' THICK FACING RIP RAP OVER @)� MIRAFI 700 FILTER BLANKET. r om ” 6CT/ON tOFTA/L 5q45457- /VO. `` ` • I ' , I ��� •,.�\ � �r �� • i ir� /1 � ` , � ` 1 j i -N1 I�! ' � r , � � � E D / ' �� `` � \'\ �+ rr, / P � ;''/ 1 1 1,` � l ,� ••`, ��, ,� �� �J f � ) � i r 1 n"1' � r� 1 44..7 0. / � \ '\\.'h �`� ``O„� _ .. .�Jrr r% ,.;•�/ r /r r' %r• it S }i, .� nay ; } `, j! , � vt,/ ( j 3" Underground Service Alert V\41 = Ir- �__�-� / r } t t ti 1 ,� r, ! 12469 Call: TOLL FREE �) /l •..,\,�� `\4 ..,t ``\\ �';,; ..._._..-....._ ter.•! / V'/ / `' t `\ •V i ', ,`, .... �f `,�\ ` \ 'y ! f 1800 lilt — '� /267. ` 67.a•. Trans Pac1f is Consultants .� `' �, � _ -'•�._ ,, ,. � , , � , ,,•.,, , `.\\,,`\, \\ .•� `�`� ,`° . 422=4133 27447 ENTERPRISE CIRCLE w EST ' �• ,.� `� "- _. _..__ "�,, / r r ��' `,4 rt '� ,,`,•�\� • `�' `\ ; \�,, '\`.�`\� �,`\�:� ` TWO WORKING DAYS BEFORE YOU DIG TEMECULA, CALIFORNIA 92590 , LD96 ,m093GR T EL. (909) 676-7000 " Drawn No. C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS AaTF ACCT BENCH MARK SCALE SEA `�PR�,�� �� Designed By Drawn By Checked By � 1 �D12cfl% CITY ❑� TEMECULA DEPARTMENT ❑F PUBLIC WORKS9LoT o'S 3 E. R• S• �/ K. RECOMMENDED BYE DATE _ Contractor Horizontal r SEE SHEET NO./ �� `� � �, � Plan Pr nred Under Supervtslon ❑f _ — 'G N , 4WO APPROVED BY• DATEI G Inspector / X401 Exp.12-31 -99 * Date • a ' � PRIN IPAL EN NV411 FOR CITY ENGINEER -�O_ rRAcr NO, 2314 3-- 4 DON SPAGNO 0 l' Vertical '�` Q � I - ' 1T� CIV'L nQa� ROUGH GRAD/NG PLAN Irie Caipirlea �cA��F 48060 12- 31 - 99 42993 Ex gyres ._.._3/31/00 `.�_ 1989 9 SEE DESCRIPTION R.C.E. No, Expires R,C,E, No. p `�' Sheet O