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HomeMy WebLinkAboutTract Map 31053-2 Lot 5-8,34-37 Precise Grading GRADING NOTES yar 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE pR�NcS STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR � f� CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Pre I e� e n � � n DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 Gradi DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �P SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 isPER FOOT FOR A MINIMUM OF 3 FEET. �' 5"� 8 al 1d 34 4S Buildout3 / L o t 3. MAXIMUM CUT AND FILL SLOPES SHALL B 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR o � 4 STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADEDIn Cit of Of C �, � � � � � � P�E SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS ' S17E TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB 0000.00 � a � ^ _,_ � � j THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC ABERDEEN �- � a � koP COMPACTION REPORT FOR ALL FILLS OVER 1 DE FLOW LINE FLo I e 5 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ^ A� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP � / j � ''-_ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � 1 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ,7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS � �-- � � I LOT 1 I LOT 2 VICINITY MAP ONE FOOT. � � CT 3b 2 --� �RIES NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/12/04. TOP OF FOOTING TF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE � �� TYPICAL � � � TYPICAL PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN � / DEPRESSION �' ,_.,. �' � DEPRESSION HIGH POINT RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW _` �. � PER CITY'S >- � '' ��7 PER CITY S PAD EL E . -0.2' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � I STANDARD � 0� a � STANDARD �� TOP OF SLOPE TS � � � � � FEr�CING � 114, 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � �� � / 4 3 �- \ � SECTION XIX G HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 `� a � NTS � � f� � DJACENT LOT PERS THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � . � , __ ^�' A � � CC&R AGREEMENT '� FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 r'� � ,� / � I _-'J � DRIVEWAY SEPARATION DETAIL **** 5'ff.(� �Z'�`* CT, B B �I� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 � � �9� � � --�� a Np1Ep) IES 1 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY � DURING THE GRADING PHASE. �o � � CONTINUOUS DRIVE APPROACH VARIES RI C L � � WATER SERVICE -� t4 � qa � � �� � �'QLp�'�� � � *** / WALL 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 13 9 � i � � pP�AM�N 1 s � CENTER BAND PAD ***� FEN�NG PAD SEWER SERVICE -�S y�P IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � � � p� BETWEEN FF V Z FF z y `r- � DRIVEWAYS--- z SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS �2 �� i � � � � � � .► � DRIVEWAY WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � � \ » �i XQ�-� �� /� �� \ ` �� \Z � LOT 1 LOT 2 **�� 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � � i � � � � a D SIbEWALk � C DRAINAG FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE y ,\ � Q Q _� ,� � 1 \ � ,�Q$� ADJACE LOT PER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � � 33 � �� ) �� � X v .•, a , a D X � Z � CC&R A EEMENT � o MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBS � i I •'\ BAND 6•• 0 , SCORLINE 10% A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 1780 2e �� 32 �� � � \ s" TYPO �- � V- � o APPROVE PLACEMENT OF FILL. UNIT TYPE/ELEVATION 31 �, � � BORDER 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES \ AR / 27 � - �� � G� � � -TC T R zw lul- ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 28 29 3O � � G�Q�P \\ � � � TYPICAL SIDE YARD DRAINAGE AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE � F GRADING OPERATIONS. G Q.� � �, _ BACKWATER VALVES BW � � ,. Q ,. o �F DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � � � o �� WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND 15. STABILITY SHALLLBE SUBMITTED TTED TO THEPUBLICPUBLIC WORKS DEPARTMENT TBYNA AND REGISTEREDTENTHS AMOUNT OF EXTRA FOOTING REQUIRED DEPTH O � 1 � � 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. PLAN VIEW �E' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL \ �� �� �� � NTSCORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30 IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING � y \ --- � *** VARIABLE SUMSIDE YATHERD SSIDEETBACKS MAY BESETACKS PERMITIS NOTTED PLESSROVIDED THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION � � tib. � � , � , CONTINUOUS DRIVE APPROACH, 8H FEET ANDF RD THE DISE CAE BETW BEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -p.X � t� � � � IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE -I- \ `���� � �� � � MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL -r�CJ' � � QUA � � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. GROUND SHALL BE GIVEN. �4 � p� 29839-�2 � 90 � p��� �� BACK OF �E- �F �F�F ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS \ �� �� � PORCH AREA SIDEWALK PER SECTION B-B DETAIL OR SECTION C-C DETAIL. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1 " = 100 FS PER It 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. Z•09' MAX PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. LOTS INCLUDED --°- 3' MIN. 1' 1� 3' MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0.5q MIN _. / 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � MUDSILL MIN. MIN. MUDSILL COMMENCEMENT OF ANY CONSTRUCTION GRADING. �-•-- FS PER / PLAN SILL 6" ABOVE FG _ FG Q PER PLAN I GARAGE FLOOR o 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 5.0% MAX '�° '''• o PUBLIC RIGHT-OF-WAY. �' •�' •a.• `i' 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT CONSTRUCTION NOTES & QUANTITY ESTIMATE �'�/cvol N 12" MIN. 12" MIN. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL N�• ITEM QUANTITY UNIT STEP DETAIL 2� MIN. 2:1 MAX. 6" TYP. 2% MIN. °\° BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Oi LOT GRADING (8 LOTS x 50 COY.) 400 cY 20% MAX. MIN. 20% MAX. � 22. THE ANY ISSUANCEOF THIS FROM SAME OR FEDERAIT BY THE L'AOGENCIESCULA DOES EGULATINGN�HEIMPLY OR PROVISIONSROFIDE O INSTALL 3" PVC SCHEDULE 40 60 LF SECTION Bm*B � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 35' 40' 40' a CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE �3 INSTALL 4" P.V.C. SCHED. ao 5s LF MUDSILL 6 MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 3 O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 g EA (N GARAGE AREAS VARIES /17-80 205 SILL IS 6'� MIN ' � o GARAGE FLOOR 3 MIN. 1 m 5 INSTALL 6'� GRATE PER NDS N0. 40 OR EQUIVALENT 8 EA - :• . ABOVE GARAGE � � I� X929tet' - 218 '•� � FLOOR SLAB MUDSILL MIN. 0 6" MIN. O INSTALL CLEANOUT 1 EA .- � FG cp O7 CONSTRUCT RES. OWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON g Eq GARAGE DETAIL EXTRA DEPTH �� m O8 46 LU CONST. CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 2 29 SF FOOTING ••e• Q ' 36 =PAD ELEV-FG 2;1 MAX. i �9 CONST. CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 2 53 SF WHERE NECESSARY 12" MIN. ABOVE PAD ELEV. 12" MIN. 6" MIN. z TYPICAL FOOTPRINT, ROUND OFF TOP 2% MIN. . dj SCALE: ,�� - 40' 20% MAX.�E C T I O N Cmwc tn0 5 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES � U W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER f DEVELOPER a ALERTBASIS` ' PLANNING ■ DE81GN ■ CON9TRlJaT10NZ ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGS HOMES BEARING NOTE a 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 SECTION AmwA. a CALL TOLL FREE aorto couNrr cerrr�nwve,sura wo RIVERSIDE, CA. 92501 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST 1 -800-422-413,3 ' � � TEMECULA,CALIFORNIA9269S-6022 (909) 686-5103 FOR REAR YARD SLOPES GREATER FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' IN VERTICAL HEIGHT o CDN 9 U LTI N D 951.878.8042� FAX 951.97e.7240 a wwwABF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6640 ON A MAP OF TRACT N0. 29286, MB 298/85-89. LD07mm078GR Q TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED 8YDRAWING NO. o CON3T'RUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q��F�$s��H,�{ JDT AMC JDT RECOMMENDED BY:�/� � DATE: 8 Z/ b7 C I T Y �F �EMEC 'U' OLA DEPARTMENT OF PUBLIC WORKS < 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONTRACTOR CONCRETE CURB STAMPED It HORIZONTAL ,`w r � Plans Prepared Under The Supervision Of � o e�, PRECISE GRADING PLAN COUNTY BENCH MARK T-46-81 RESET 1997 ,� � r, tia ACCEPTED BY: DATE: 812.q_16-7 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.80132 ^�'� •�':� e Z O�' DANIEL A. YORK _` TRACT 31053-,2, CHARLEST4�1 AT HARVESTONINSPECTOR THE SOUTHEASTERLY CORNER OF THE BR!D6E �p� e%�� � �"� Dq t 8: DEPUTY DIRECTOR OF PUBLIC � OVER SANTA GERTRUDES CREEK; 4.5' � � J D. TANNER III WORKS/CITY ENGINEER �A., .; ���aA+,A � BUILDOUT - LOTS 5AND 34-37 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICARJ'J' CI ylA0 CONCRETE SIDEWALK. 1 Q 06-30-08 yd Q DATE COMPLETED f � R.C.E. No. 60132 Expires R.C.E. No. 43212 Expires 03-31-08 ',N,,stl�';o SHEET 1 OF ��' ELEVATION = 1097. 163' N/A Of ���►� F, CONSTRUCTION NOTES ( 2) [NSTALL 3" PVC SCHEDULE 40 39 3 INSTALL 4" PVC SCHEDULE 40 PE=1104.9 4 RACT BOUNDARY CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET T 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 50 fi INSTALL CLEANOUT 1 2: 1 SLOPE 2: 1 SLOPE _.., ,.�, _... .�,. . .. - 142.3 - PE=1105.2 8 CONST. CONCRETE DRAINAGE SWALE PER DETAIL HEREON 2: 1 SLOPE -- -- - �.' -� "Will--- -•-~ -�.' F 2.-�`- --- ---' -- -' 102.7 l'G a� --� FG CONST. CONCRETE DRAINAGE SWALE PER DETAIL HEREON TS o v-. Z F 1 \ 3811 ... 31 � a \ PE 1104.3 QCil 2.0 02.5 -�•-, (] Fill'0 r��l F� h Q a1,7 (TYP•) F� ••• �-� IIwo-, 02.7 • ..+ - � . o(14 t �, 1" AV/AR 3 FRa1 d2.7 '" 0v cv 02.7 103.3 0 .,,� G N 4 ti �... FG .7 pEa1102,7 PG Pp'ai r4� ,�'`• '`� ` � EG 02.7 - �r �' �. � 1��'•� *.> FG .1 1110.2,3 •3 G � �F�11a3.3 �. � P� 7 '• x`05 . �O Q - 2 1 VARIES ` r+ 2. 181 . � VARIES FL.FP 02.E •3 . G 02.64 CL a2.j ,�" FL o.2 - F - © PPO ` 4 2.78 MIN. 1 1 , .---d FS-G13 .4 �. 3 1Q , G � - ... 5 (t�28DT,9 Pal 0 PE=1101.7 18 � �p�► .1 � PS- 5 Q. Grp lb .� aA , E 1103.2 53* 0 � �► 4 •� g � V) 3 r..6 to r• S R .3 v w. 5 STEP a - D 0C� 1 vi � O cn .4� , F=1 1 f,� �..., .4 p .3 ��. a P 6P �l1 5 CONCRETE 02.4 9 1.4 F 2.35 cv 8 0 , .0 4� a - _ - •a o i • G , .0 5 .8 • 4 . LL co ,` 44 ,- 02-29 02.4 N 7 "? p� �. ~� c� _..: 4 4 •. 5FL IAF F .� � l~G o ,2 �T P . 1 T P W s_ FS c .a 3- p 0106 •� 42.$3 �, •a PSS o ,a �, ,o;� 27 MIN. • 40.5 � 4 STEP vG G FOOTING 2. 1 SLOPE V odd �, c 0.5 _ �2 �, 4 o MAX. IE 2,0 TO 12�' � • 3 CONCRETE REINFORCED WITH 6"x 6' W 1 .4x W 1 .4 WELDED WIRE FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND 6 G0.56 (0 F , NOTES: 1 AV/AR o o � �, 1 . GROUND TO BE PRE-WETTED TO THE SATISFACTION n S S o �, -� ,� ,� OF THE s GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. STORM DRAIN PER W W o TRACT 29639-2 00 e� 0 HARVESTON DR I VE C9 a O' ,1 o STREET PLANS '� �,a, ry '�4ti �• ,moo , ,�E'' .h, ,� �, m� � DETAIL"CONCRETE DRAINAGE SWALE 8 SEWE� �' � � � NOT TO SCALE 1 � 151 C9W­_ > LYMdUTH A 15+18.38 PLY MOU W Y • - \-� --- �,, o =26+24.6 MEDFORD RDAD -_•v o �, �` �' �� �• � VARIES :' o INTERSECTIO 0.52 rw -,i v o WATER o •�� j VARIES E5 �,� o� 11 _ FL 1 4, _ 4 PVC 12.0 LF 2 1.9$ M I N. 2 MIN. O� T � o o cn �o W n �O� 3 N R W ' • Gjti o -� W cv p (U LESS NOTED ON PLAN) / t � r; �, S �.. W 71 REMOVABLE PLUG Q Q� �. _ tom• W 'n C� 4 � 02.53 S 6 4 WYE ,.;: f.�r,; C� S v►s `.� � � �E S -�. 4 \ _��: •.:��: TG PER PLAN � ONCRETE �" 5 i �`•v�-�' � � o3,p vi o c� ® 4.58 STEPS � 311 PVC - 2.Q LF r`:•.�, =`�.�s,. _ . M 4 1 4 ® 2� ....j 'y r.'" I E PER PLAN �...----- ., • .9 .� Q3.1 G a. 1 2.r 0 t g 2 UNLESS _: : - 4 • ,q p3.12 G �! -� (0 FG E S N4TED ON PLAN) � e e - TT 17 p2 G F ,6 FS N G . vl G �� y 0011 STf�P o �,�' •Q , ` D2.0 O) P f ...... -- .. w 1 02.7 Q w p '�-•°• --- FG 5-G IN ar 1 TG PER PLAN F 2�o MIN. 2: 1 SLOPE ,o W o • ,g ou N 4 STEP 1 n:-�.,,s� -*� 20% MAX. tv - - �aiiO3 c? a L 5 PARKWAY ••;.Y. IE PER PLAN ,� - 2. 7 Fs I r - ; �T~;:_� 3 CONCRETE REINFORCED WITH 6"x 6"-W 1 .4x W 1 . 33 �, p 4 WELDED WIRE , 103. - 1780 5 �w::���; 3 PUE FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND PE=1103.8 '� w :' .5°' 0 .�. 5' �.� 2., 6 S/W FF�'1103.0 .i 1 NOTES: FS-GB � 2002.94 � _;c � � a 4 PVC - 12.8 LF 0 2% "' �' UNLESS NOTED 1 . GROUND TO BE PRE WETTED TO THE SATISFACTION OF THE 2.8 ��� z •z �a110�,4 C' ( ON PLAN a: FL_�.�p A� cq 020 FL HP FO M110 GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. � a �,� X181 0�= 3.0 - � ! , • � �S �,, 1142.5 E � •Q 03.0 3 �'�=110�.a � CL o FG :_ 02.4 8L 02.4 FG FG FG 02.4 - . � � � M .3 FF-a 3.6 FG . 0ALIE LO 03.0 o o w 02.1 �r cv © FG Q NOT TO SCALE o 0 03.0 1 FL 01.8 v z 02.4 F F FL • �, FG R/W N 5 5 3 INSTALL co • �n a 1.7' *�- •�- r.•. REMOVABLE ,,V FL OF P I PE 1/2 611 SIDEWALK PUE PLUG WHERE F 02.8 � c7'� 103.4 F� � �► -.� o .L HP o �-- 024 2 4 ABOVE GUT TE INDICATED F-- "`. 103.4 FL-W W T _,.. FLOWL I NE ON PLANS o •• �` z .,�.-- ---- lit -ilifflaill'" INVERT ELEV. '"''-A Q ,•p 1oa.o . PER PLAN _j 2% 23 -.�--- . ` 104.4 ao "� ..00.00, -...+ "" .. - s*�•••% .M►N •,►•, /r'•;t y ., r.r•w r P E=1102.2 V�] •i i•y ` ••• Y •'r•• `Y 2: 1 '�-OF -�- � -- 22 TRACT BOUNDARY . INSTALL POLYETHYLENE � rrj.•• Yr•F• ia•►.:• •� ``>���!'+ �•:�- �•�A:• 411 PVC 3 PLASTIC JOINT MATERIAL °0 2 1 PE=1102.5 1/ ' WHERE 11 'QUICK JOINT OR EQUAL n- • •►:•.'..,`•''• 1 1/2 MIN. COVER r PE 1102.7 INDICATED ¢ X-) r ON PLANS V_ 1 1 ; i •ti r . •e . . y..r r. O INV ELEV PER PLAN ! y. .• � .r;y r Al 'r. •'r• •�' ;.. .!► y. y `. , 'x .21 CURB GUTTER '� •.; •��• � ..• ,.ti•,.•�"` .�:� �• :'�. : •`•,.. .; 3"x 4" REDUCER 4"x 4"x 4" TEE • �O •`D•. .:at Y 2 3 MIN PVC (SCHEDULE 40) 2 9 . 611 s z 13' 0 2.0% UNLESS NOTED ON PLANS � ELEVATION 2ECTION Aw*A tn Ln 0 M PRIVATES DRAIN TH UGH a RGR�uN� �ERviCE - ALERT PLANNING r UE91DN ® CONSTRUCTION - - - - _• -- - w - 0 20 40 60 C� ALL TOLL FREE � 4osloc z 1 -800-422-413,3 r ■ r CENTER nR�vE,sura 140 0 C ,CALIFORNIA 92591-6422 C O N S U LT'i N 13 951.678.8042� FAX 951.676.7240 � wwwRBF.com GRAPH I C SCALE TWO WORKING DAYS BEFORE YOU DIG a CONSTRUCTION --- LD07,wO78GR RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY cA�.E ��oss1o� 11ALUMINUM � RECOMMENDEDDRAINING NO. � 3 1/2 DIAMETER DISK, FLUSH I N O A JDT AMC JDT BY. ,�' DATE. / p o CONTRACT "RIVERSIDE 1 q• � N,N� �+ ADEPARTMENT bl~ PUBLIC WCR�C� � OR CONCRETE CURB STAMPED R I VERS I DE HORIZONTAL '� C Pians Prepared Under The Supervision Of COUNTY BENCH MARK T--4F-81 RESET 1997" c� ''',,.•4 a EASTERLY OF THE CENTERLINE OF SR-79 AT cc `"� �+ ACCEPTED BY: SJ29/67 �,ADATE.INSPECTOR S NOTEDNo,8p1�2 � //wIL � PRECISEGRADING PLAN - D �' . 0 DAN IEL YORK THE SOUTHEASTERLY CORNER OF THE BRIDGE � ate. �` TRACT cP. 0/30/08 , �rDEPUTY DIRECTOR .... 31��3 � �� OF P yxr.Y.: .,����:.OVER SANTA GERTRUDES CREEK; 4.5' UBL I .Y.. :.Y. �NORTH 0 D. TANNER III C ;.- �� DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE CAL ��► �1 1� �,''� WORKS CITY ENG I NE R d / E BUILDOUT. RIOTS 5.,8 & 34-371-01 CONCRETE SIDEWALK. ��► � .... ..... ELEVATION - 4f R.C.E. No. 60132 06--30-08R.C.E. :.:'... ION 1097. 163 N/A OF ��,1 Ex p� res No. 43212 03--31--QS � Expires SHEET 2 OF 3 i A. - l , 39 LOT LINE ADJUSTMENT NO. PA05-0321 PE=1104.9 PER INSTRUMENT NO. 2005-1062931 REC. DEC 27, 2005 O.R. .58' go 48,6 53 __.. ___. 5053 P I PE=1105.2 t � � w � J 1 " °' CONSTRUCTION NOTES 38 CONSTRUCT RESIDENTAL DWY. APPROACH PER C.O.T. STD. NO. 207 PE=1104.3 4. 49 -1 AND DETAIL ON SHEET 1 6.0 � FPz1 103.3 8 28 PE�1102.7 Y "3 3 8 9.010, 7 vi 6 1 .owl 5' 5 18 ,... o5 �18i " 2 9 doe CL '� 5 5 S W �� \BR/ o� � SIV1 Fri*1103.3 4 ,on1 � �t � PE41102.�► 4 o Q, PES 1101.7 9 0 ' x 4. a• Opal . PE=1103.2 1 4 PEP,11021 4.0'± 4.51 3 .03 10. 4 , * 7#± 4. ^y ` 4. it 1 / ( Q + 1 Pr) 0 -p ,Y, + •5 7. 10 - 15 32. 12' 33.3 34.3 64 22. cl' 29. 31 . A y M r �� UD OUT W A :S 00 11 c') �� .. PLYM '• 4 0 W 110 .J ­4� N - C) s + • ti M C] --1,.`.. C�-- --- D r - 11 tl _ }- b 0 • .i„ cv U ' C-4i N tl� V V 52.56' 46.08 _ 47-28 \ 22.68 .- n 17.33 0 � (}l �l • 10 10. ± 9 � I *2o, 0' -� I 10r `•'� 2181 3 Bt W AR F FF*1103.0 17'80 PE-1103.8 X92 W G, p >> CSI 9. 01 . j 102.4 R CR � CL �► ,.21103.E �, .. J E,1143.o FRa11t 3,p � J .0 3. F PL721102.4 ���110� � 4 .� j CD 55. Q ± �- • 0 4' 4 ' 000 \ t�- N33 85' 9) • 47.6 . � � o 1111111111111 49.06231 a 22 PE=1102.2 2m 1 PE=1102.5 LOT LINE ADJUSTMENT NO. PA05-0321 PE=1102.7 PER INSTRUMENT NO. 2005--1062931 REC. DEC 27, 2005 O.R. 00a F Ll-j . 0 X ¢ j � o z ¢ N I LO 0 w V 20 0 20 40 60 Ld 0 UNDERGROUND SERVICE ALERT PLANNING r DE�31DN 0 C©NSTRUCTI[]N GRAPHIC SCALE Q CALL TOLL. FREE 40810 COUNTY CENTER DNVESUITE 100 1 -(900-422-4133 r r TEMECULA,CALIFORNIA 92591--6022 013N S LI Y I N E3 951.070.8042 FAX 951.670.7240 a wwwBBF.comLD07,478GR z r• TWO WORKING DAYS BEFORE YOU DIG [NECKED BY DRAwI a o DESIGNED BY DRAWN BY / �� C I T F DEPARTMENT OF PUBLIC WORKS o DATE BY REVISIONS DAVE ACC'D BENCH MARK SCALE pT� g$jp RECOMMENDED BY: DATE: CONSTRUCTION RECORD 4� y� ! JDT AMC JDT " i 3 1 2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL �► �, Pear Prepared Under The Supervision Of o � PRECISE CRADING PLANI, ACCEPTED BY: `' DATE: 70 CONTRACTOR MARK T-46-81 RESET 1997 ,,.+ COUNTY BENCH w, �� _ -7 AT 0 DAN L . YORK31053-,2, CHARLESTON AT HARVESTON �' EASTERLY OF THE CENTERLINE OF SR-79 A NOTED No.�01�� � 2- � '�� S :�► Date: 'i RSP.]'.• .Y.i'!: THE SOUTHEASTERLY CORNER OF THE BRIDGE ' . 9 DEPUTY I RECTOR OF PUBLIC - "°� Exp. 0/30/08, x��a r.a, 34-37 Q' � d�,• '.�, .:�.. .� BUILDOl1T: LOTS 5w8 & INSPECTOR � OVER SANTA GERTRUDES CREEK; 4.5 JO D. TANNER III WORKS/CITY ENGINEER RT ICAL �" NORTHERLY OF THE SOUTHERLY SI OF THE UE c j y 1 ,,� X 06-30--08 43212 Expires 5 D3-31-D8 r��N'''1985:o9g �" R.C.E. No. p s. � SHEET � OF i DATE COMPLETED CONCRETE SIDEWALK. �' 1�Q ,C.E. No• 60132 Ex p I r e s ELEVATION w 1097. 163 N/A OF C