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HomeMy WebLinkAboutTract Map 31053-1 Lot 16-24,28-30 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION46 t 11 row ri (, 216 ��RR/FTq h,QT & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE . spy/N s STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%, DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND DE CONSTRUCTED A r e G d P1 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL P %woorcls ra i1w*1 n SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 it PER FOOT FOR p� A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL 8E 2:1 . uI t� lrl O S � 2 30 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR r e o STORM FLOWS, OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED In Cit 4 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS of em e cu � �� t te of Calif C� �'' I'1 I �l PROJE TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND SffE ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CUR"- TC COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. � FLOW LINE ITL ?110 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG 7 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONEFOOT. FINISHED SURFACE FS \ ,e � VICIN ITY MAS 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG M�N� p � NOT TO SCALE AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/25/04. \ n TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGNs NIGH POI '. oo O'� RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW 10, � /� \ PAD ELEV. -0. ' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ���, y RACT 3013691 A 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS � r�n��� ���/ 2S \ �c'�N 6 MIN. R HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. � a .� �� MUDSILL 0 ? THIS INSPECTION MUST 8E APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 � , �t,� �j� � ��i .- FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . r�� l o\ IN GARAGE AREAS V� PAD ELEVATION PE 0000.0 �� � 20 � GARAGE FLOOR SILL IS 6" MW ik 10. CUT AND FILL SLOPES SHALL 8E PROTECTED WITH A COMBINATION OF EROSION � /i �F, :• . •'. ABOVE GARAGE 27 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 Q G \ '• � FLOOR SLAB VARIE �IX�T $ VARI *** $ (Exwl C RI C DURING THE GRADING PHASE. /� ry, ��� / � *�* VARIES NORD) A ' * 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE � -❑W Go GARAGE DETAIL WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF PAD PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE -�S /�' 34 3a z FF � z FF ? SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS / WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY / 33 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / / 32 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE � 31 38 12" MIN. ABOVE PAD ELEV. ? � z STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN g g � a °O 37 � MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. r, A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBED � � ROUND OFF TOP � �o� � M / aE- MA 1s X A,� r" APPROVE PLACEMENT OF FILL. P�� /1 AR3a 5' R UNIT TYPE/ELEVATION S \ IAf 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES / ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 14 8 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING \ � TYPICAL SIDE YARD DRAINAGEGRADING OPERATIONS. INVERT ELEVATION IE � 9 13 7 � �E- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS OTHER PORTIONS OF THE STRUCTURE PATIOS, PORCHES, AMOUNT OF EXTRA DEPTH , SECTION ASA ENTRACES) MAY BE SETBACK A MIN 0 7'. (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED O �2 � � DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � s FOR REAR YARD SLOPES GREATER CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR SLOPES OVER 30 IN VERTICAL HEIGHT. THAN 5 IN VERTICAL HEIGHT TO THE HOUSE. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING ���11 4 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 3 THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO -a•X� � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE -� e pP TRACT IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A GROUND SHALL BE GIVEN. BOUNDARY MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS UNLESS OTHERWISE NOTED - UNO 2 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 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. 6" MIN. VARIES *** VARIES *** 6" MIN. V VARIES *** I 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. � 3) MIN. 1 1' 3' MIN. 3' MIN. 1' NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � � FIG FG FG COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �� .,. � .. . %, e; .•.. EXTRA DEPTH .. . ;•� 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � •'' • .. FOOTING a PUBLIC RIGHT-OF-WAY. 12" MIN. 12" MIN. =PAD ELEV-FG�� 2;1 MAX. `�° 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS .AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' WHERE NECESSARY �o AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 2% MIN. 2:1 MAX. 6" NP. 2% MIN. 12" MIN. 6" MIN. o DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 20% MAX. MIN. 20% MAX. 2% MIN. � BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � LOTS INCLUDED � CONSTRUCTION NOTES & OUANTITY ESTIMATE 20% MAX. 00 22. THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SECTION BmwB � %SECTION CmoC ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO. ITEM QUANTITY UNIT � �� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �E'�E'�E- SEE TYPICAL SIDE YARD DRAINAGE o STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE Q LOT GRADING (12 LOTS x 50 c.Y.) soo CY 41 , DETAIL NOTES a CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O ts8 LF 44' 40' �INSTALL 3" P.V.C. SCNEO. 40 Q BACK OF O3 INSTALL 4�� PVC SCHEDULE 40 61 LF 2334 256 PORCH AREA SIDEWALK CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 12 EA B � /27P\ a PLAN TYPE NOTE, � o � 2.oq FS PER i �5 INSTALL 6" GRATE PER NDS N0. 40 OR EQUIVALENT 14 EA PLAN � o MAX VARIES � DESIGNATIONS OF PLAN TYPES HAVE CHANGED FROM �INSTALL CLEANOUT •��MIN � Eq � o U& 1 � ORIGINAL PRODUCT PLACEMENT PLAN AS FOLLOWS: o O7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 12 EA �-y---- FS PER m ORIGINAL DESIGNATION CURRENT DESIGNATION PLAN REMOVE PORTION OF EXISTING DRIVEWAY DEPRESSED CURB, REPLACE WITH A-6 2358 2334 O CURD & GUTTER PER C.O.T. STD. N0. 200 6 EA PER PLAN 2566 2569 2.07o O% Q 2790 275' TYPICAL FOOTPRINT PERBPLANF STEPS UNo' M PLAN TYPE FOOTPRINTS HAVE REMAINED UNCHANGED SCALE: 1" = 40' M STEP DETAIL o UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPERLLJ a ALERT PLANNING ■ DESIGN / CONSTRUCTION BASIS OF BEARING NOTE ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. MERITAGE HOMES Z CALL TOLL FREE 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 Q 40810 COUNTY CENTER DPoVE,SUITE 100 RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST � 1 -800-422-4133 � • • 'rEnecu�.a,CALIFORNIA 82591-4879 (951 ) 686-5103 IRVINE, CA 92617 CON 9 U LTI N O 951.e78.8042• FAX 951878.7240 ■ wwwABF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN >ON A MAP OF TRACT NO. 292869 MB 298/86-89. t o TWO WORKING DAYS BEFORE YOU DIG f3` : Ae'�eA LD07mw079GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�pFE$$JpN DESIGNED BY DRAWN BY CHECKED BY DRAWING NO, o u 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 0 j/�/N '�! JDT AMC JDT RECOMMENDED BY: ,�� DATE: ��a7 � I�'� �� �� �� �L� DEPARTMENT OF PUBLIC WORKS v CONTRACTOR CONCRETE CURB STAMPED 7r "RIVERSIDE HORIZONTAL �� �� Fr �®R Lans-Ere ared Under The Supervision Of � COUNTY BENCH MARK T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE OF SR-79 AT cv ►''+ ACCEPTED BY: DATE: 9-2S--07 o Q� PRECISE GRADING PLAN AS NOTED No.60132 r'+ , t o INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE a�'`r� � � D DA A. YORK v OVER SANTA GERTRUDES CREEK; 4.5' .� �p• 8/�/� * Date: -r DEPUTY DIRECTOR OF PUBLIC :;;�<.�.. TRACT 31053-1, ABERDEEN­ AT HARVESTON � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r!' � D. TANNER III d'� �:��,•' ';;r'''''� j f Cfyl�. ,�'`� WORKS/CITY ENGINEER ,�, .,;. BUIL-D���. LOTS 16-2� AND 28-30 < DATE COMPLETED CONCRETE SIDEWALK. 'j @ R ELEVATION = 1097. 163' N/A � Q� ���,1R.C.E. No. 60132 Expires 06-30-08 R.C.E. No. 43212 Expires 03-31-08 �aN9:eq�.oao a SHEET 1 OF 3 � i R/W INSTALLCONSTRUCTION NOTES 5' 5' 3' „ . . . REMOVABLE . FL OF PIPE 1/2 SIDEWALK PUE PLUG WHERE � 2 INSTALL 3" PVC SCHEDULE 40 ABOVE GUTTER INDICATED FLOWLINE ON PLANS 3 INSTALL 4" PVC SCHEDULE 40 INVERT ELEV. A » PER PLAN 2% 1 1/2 MIN. CaVER PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET � .� 4 CONSTRUCT PRI � • .Yr' -.i ;!r°1•`yam•.' a •sr r w� • .. '.� 'p :r+`..!`•` ".' r '.y f i: 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT A •r yA. t.r.�++r.• �,N .;` PUC � ...cr.w a�'r,• ' s• t -.��. \_4" � INSTALL CLEANOU WHERE `` `� C w INDICATED a? • ON PLANS 9 , 6 � N INV ELEV PER PLAN SECTIQN Am*A CURB & GUTTER �� �� 4"x 4"x 4" TEE � 0� ARQ�O C 3 x4 REDUCER N DS a „ 3 MIN PVC (SCHEDULE 40) 2 �., pL 13' 0 2.07a UNLESS NOTED ON PLANS �•--- -�' �� � / sraR 0 S °RA j ELEVATION �' _ Ac w / AR ''19-2 2s39�PER RACT BOUNDARY �' � � ,tsPRIVA E D Al THRO G CURB DETAIrn 2 T R N U H T36 7 � �. s rR�� N DRIVE 4 � Ns 33 PE = 1102.4 �. PE -= 1102.4 . `�2 � 1103.0 PE �- 1103.0 ,� 2.0 ' '� PE - 1103.8 PE = 1103.8 . .. ..._. "" c ' 103.2 0 9 PE - 1104.3 1111 - .. . -�-- �•- � L102.2 -rs 02 0 3 02.8 �► �- 102. �► JFL ... 103.0 . --- FL-HP *�.� 102.7 .00 PE 1104.3 •D ---- FG •�, 02.5 �� 02.3 �-- � �D 9�• 5*.1�1 ..+ c� 1CQ RR FL-HP FL-HP 8+ig RRI G 3.2 � 0 •8 AN cq <7 �0.4� N r RSE A jH AC � 103.2 ? � � �' h c r Nr 9 - - FG - 2 rc r�N p�AC -•-•- 0 1.0% c 0 42.7 .�•-+r, z 0 9 ' G 022.2 9 M .. �} FG 7 _ 7 - 0 a21-102.7. �` FG 2Q] Q 02.FG o FG 42 b.-FG 256 241 o • `` *- -�,, - . 2% 03.0 F�. �- 2'�i� FG � 233 FF*1103FL- .3 0 .1 L B R a o AL. PE�1102.7 Z �, �, •.- -�, X75 • �. FF21102.8 0 �°" 9 99• 0 rti j11-1,�•1p3.3 o 8 M. :4 V 9 Tfi 1102. = B 3c Q� `�� GF R a •-• o PEa11Q2.2 . 1(�► C C _ �---W 1.0% - 103.Q 9 o �..,. a M N• PE31103-0 �, FF4103.1 � ,�. U, Nr- �`3' �Zo o 0 �.�!„ b- 2 STEPS PLF0102.S U-2 U 4 STEP 104.2 �'' 0 a 5 STEP 0. 3 � 02.67 FS "*J �Y ,gg• r - ---.-- �. 03.1$ FS o � c°� 1 S �. 9� C� LT � - `�' 2.33 �? Z - N .4 0 , . �' 99• S �`` -. 0-3,1 �' r`' o .2 0 0 9 F � a = 1 .3 8 U9 N •�/ �S �` j- �.,-•. o -j •1 r .5 FG - 1 STEP _ 5" STEP C" c� -a°� �r 3.3 �o r- -� 101, cn 4 3 02.1 41.8 1. - 0 •) �t • -n X10 v 3 LF �- F Uo .4 J ~- .5 .1 •0 N. 2 J 02.88 S o•2 8 FS F FG FG 4 c� 01T AP 02.8 FG , o, .5 GF" 110 .� 1 7 Li- � SArr rc / Q rg aF8 FG bq RPW •s� p • ry C ' 0 Q2.7 21.7 LF 3 M • 1.6 .co �? 01.GO • q``� �y'S �� �C s 3 03 16 F0 C� .2� �' 2.21 .9 o 3 .9 N ,� 42.1 �-' �.,� ��• ' / O C� '� o �`' 2• N o 0 g FG �- FS Fs 9 LF Fc / �Q 0 -• •� '� �� � °� • °� �� �� � 3 sTE sT o0.�56 � 18 F o2.5a a1.54 ! � � •Qo• � ,S - r- 1.8 F Q G F5 FS 25, LF `q� 99.82 5 � 'rte �C� 0 �, �' a @ d.5 01.52.5 7 I 01.35 TG 3 ST PQ 3 0 6 -�- C� D.50 61.� I YC '0 T STEP 01�.�� IE Oa•14 �E a 00.9 I�p�j Mj '0110/ • N P ro T� 104.1 � ),Ogg � S ,n ® 0.50 S , G p►� r � N I . �2 LwL. C9 T 10 0 02.9 •o i•. al t-1 01.1 .� .. ,.., U c� , cv �•ao TG 1Q1.10 6 F FL-H �' 1'O .�, '� , �` �; •�" �.: ``,�C, - .�. .�, 99 01 FL-HP `L o 'a °��' ORRIGAN PLAC &3 A �� �A �l , 1 V 21 �,.,. C •p �- 10� Q3.1 a �w `D` 5 2 14 Q •�i' c�w = tv : •C �' j 101.35 SEwg�-_j o ..� . 1 , 8 o 1100.73 • ti �- ^� �a • 8 'RI M01-Im , r I M �© �- 1099.96 100.� v90 ra j �o 25 a�, �QJ olS �, .�, 4 r �- • y �° ov �. $ RIM TG 102. ./ 1101.6 •q FS w `''• w TEP 8 �` o�`�, •s 4�.� p © o ScO.5 0 C9� �, 00 �o a �- -- �"Q �•�G 2.0 -•• S 4) 1� S STEPS �'- �. W r•, C' >0 a w► co 104.1 j4 1.0°� . 02.63 o� X0.5 - n Y5 -•_ Tc 5 •g ----- FS Q 1.7 �`~- 3 S EPS 5 •• 01•� F�- �•4 0� 02.58 2.2 FG w 4III 1.0 N• 01.26 1101.03 f 0 FS �,, 1•-ca+ L �, .51.7 S 8 X2.1 • .23 5 1 •- FG FS ._ I M .8 1 LF cn �•10 9 Q v FG 2 .19� Ala 7 . . 02.5 � FS 2.11 8 �.- 01• r`v 3 � �� .3 / 7 00 .-. 4 STEP ► cy r� �� 02.6 Fs F - °°•4� / .87 FS FG s � �.. �. N 2.0 / 4� 10, 2 6.5 FG o F-o --~,.- • `" GFS 11 X32. 000.04 J �? • 13 •5 1.6 S ��, ,4 0 .l a �. - 10 .- . o E r •1 FG F yo / �' .-- u, ._..� 02.0 ` 02.4 �P�• ' FG 97 r..� 1 ,� a FO •1 -� �' , n FL•-HP 00• J a o �n LF �.o� 5 6'' F� os �► � STEP J �? v • - ; o 4• 3.08 FS o ao __j S 1 �-' U. 4 STEP 2 ► r• �i103.2 � � ate-� � � • � p2.57 F5 FF ,�oo `N a z PE 1101.8 / S eco 10 ,n ClJol .2 z- �, ` �► r�- 4.. X33 2.8 cn`u�i ,g1 � �..�. ,.... 27�' � �- /'�l' 00 1 1.0 •a pE�11Q 100 1� 0 o • 'c� 2 �, .o z 2 S �. � M- - 02. c� �. 100 �--1 � � eL H - 0 M 1a�•� MZ FG TO w L.L. 8 z �"' PE - 1102.0 1a3.� 5 01 3a � CL 23�9 9 o FG o.33 E �i I 0 0-i ,� FFa1103.2 /MIN. ... G 0 �,,,, ® U a2.a FL 1.o� ... Gb 4� -- PE4102.p r- A 7 FFa11Q3•5 a2.3 � I F TC � -� 2.9 14 � ..�� ' PE 110 �] FG FF z11Q2.9 � 2 W.01° Oq 4. = 02.6 6 b� / s �- 02.9 FG Q PE4102.3 .3 cy 1 5 - I F C FG - FG � o PE 1102.0 x cc ,OZ�W 02. PAF 0 MA LBQ �3 � _ v� / a. PE LANDS P r g. �F FL c!� o c� . None AR HIT. P S N� 04 w-- z 01.7 / ¢ a �M FL 103.9 ... , 02.7 / 1! U 18 / • � � FL-HP FL-HP 143 02.1 0 I �o •6 0 I_ • �`� 2: 1 SLOPE rS FL-HP TS oQw / s F0p • -� 2: 1 SLOPE 0,•3 102.$ Ic �� ---' • -- -- - T S 1a3.0 TS + 99•S ~- �. ..,�, 2: 1 SL 78 / a RET. WA PE PE 110f�.1 � PE = 1099.8 ~-'- �• OPE / Q SEPARATE PERMIT FG �o F --, �, -3 FG �'� 99.3 3.0 -. , • / � -- '` FG PE 1099.3 �""" -�• _,w, .. 2: 1 SLOPE _ o \9,9 2 PE = 1099.0 �- w 96.3 � cn I FG / � w m UNDERGROUND SERVICE ALERT PLANNING ■ C]Ix91dN ■ CONSTRUCTION = 2O ` 0 2t� 60 i CALL TOLL FREE u 100 RIVE S ITE 40810 COUNTY CENTER D ca 1 -800-422-4133 ■ ■ TEMEC U LA,CALIFORNIA 92591--4679 GRAPHIC SCALELD07,479GR IJ(�jy�` LJ LT"I N� 951.078.8442■ FAX 951.876.7240 www,RRF.com Q Two WORKING DAYS BEFORE YOU DIG DRAWING NO. o DESIGNED BY DRAWN BY CHECKED BY MARK DATE: ��� CTFT MECULADEPARTMENT CP PUBLIC. WORK8 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH SCALE �,Q�Esslo y RECOMMENDED BY: � JDT AMC JDT „ � n 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN tr �, � /�/�+ fir► , CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ' 0 P e ared Under The Supervision Of CQ ,�' -�5-� o �� PRECISE GRADING PLAN ;04 D BY. DATE: o CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997 ACCEPTS AT TE-D7- IDGE DANIEL YORK TRACT 31053-1, ABERDEEN AT NARVESTONLn EASTERLY OF THE CENTERLINE OF SR-79 AS NOTcD No.�D132 � t� ._ Date: .:rr.... �.�. i THE SOUTHEASTERLY CORNER OF THE BR � �p pg -- DEPUTY DIRECTOR RECTOR OF PUBLIC C �r;•p a a+- ,i�:�..a.i, IL T• LCAT' 16-24 AND 28-30NSPECTOR , �t �'( � d •• ,� �'iL� DC�U � I • OVER SANTA GERTRUDES CREEK; 4.5 0H D. TANNER III WORKS/CITY ENG I NEER NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL ,► C I\, '' ► 06-30-083-31--08 r�l....•.198A' 1` R R.C.E.C E No. 43212 Ex p r e s �N�►• 04 SHEET OF ATE COMPLETED CONCRETE SIDEWALK. �` ��� R.C.E. No . 60132 Expires r es D D�' AL ELEVATION = 1097. 16 N/A CONSTRUCTION NOTES 7 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 i 8 REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED OR CURB & GUTTER, REPLACE WITH A-6 CURB & GUTTER OR DRIVEWAY APPROACH PER C.O. T. STD. NO. 200 f _ TACT BOUNDARY �R 35 36 37 3334 PE 1102.4 32 PE � 1103.0 PE,� 1102.4 a-- PE = 1103.8 PE 1103.0 _ PE � 1103.8 -awaI � --• -�" � � ..... PE = 1104.3 55.26' -- 30 aaaaaaaffi` aaaaaaalP aaaaaaaW aaaaaaaf` aaaaaaaW .,,,. N N -/ U7 PE 1104.3 -' -- �" -71 -OL 00 1+ 3.0 i+ 26, �, ' 1+ ,,,_ 4B. !.. -�-a 4'9 710 _ ---------- y • Ig + 7E 19 �� 1 �9 8. 1 � 6 _ q , ac 4 D . � L � � P�4' C 21 �- .4 Z -� A669\ �r 334 FF=1103.3 C� " o • 03.8 r- BR ( AL. P6=1102.7 _ 275 / 0 PPs M � 110 .8 oZ / ►, >E,1103 04 F F 4103.0 �? R R c / �9• -.. �rQ F oo a PE=1102.2 PE=1103.0 cri FF=1103.1 / ,� ^3 02.5 _ cn M CO � . lb a a L4 MIS -Ij 13.91 -' Cn •6, J J 28.51' 4.76 0 00 4 .81 �' �� ��► 01� -. cn �•s4 J off' �r0� rn Lu C) ki CORRIGAN LACE:-'�( �•, co 1103.�' Dp 4 c-, , �, per, � .� y on -� 20 � � �, �o� 5N 3°50 24'E �+ � �y.�' d �, � 0) U, + 00 . 11co 8 ./ `y o -t 3J.31 ' +"� G ^s to 45 y FROM c 7 0 5 i o M• � v, J-10 1212 0 •0. 25.77' M 5.09' PE 1101.6 C] , •$8 ..� 46.54 28.32 ? 43 0 48.74 13 J 90.40 7 i+ - 2 PK .SWK �'• 36 p"C00 r11- 4 Go 4, FROM M.0 , 5.6 y �. 0 e � 4 4.87 l CD e i (� �. 6.ti,/ ± 03.2 29 C /- p�s11 Pa=4102.8 X33 � � ��26 '�' w I ( C PE 1101.8 / E o� - c C 58 - �- a N 0 a.a. 96.96 ��� o / �-- 00 i+ 27 0 I PR=1103.8 4 PF=1103. AR Q, U' P =1102.8 PE 1102.0 / PEA102-19 P�=11o2.$ 4• 7 FF=1102.0 / °° 1�► 27.2'± . '.. 5.,3'± be PE3110 .3 / U) PE -- 1102.0 _ - - 56 `± 0) NNW / I i+ 71. 10' i+ 1+� � N / 5 rn 0 V• 7 y (/. Lid/ 32 ,-- -,... ,. 5.45' / CO I PE 1100.1 PE 1099.8 -� "..." "I'aaaw .,3 3 o ft"MaID / Q PE = 1099.3 1' �. � -� � f 2 4. PE 1099.0 �- _.,.. i Ln 0 LLJ V UNDERGROUND SERVICE C� ALERT PLANNING ■ DE91DN ■ CONSTRUCTION 20 0 20 4C� 60 C7 _Z C] CALL TOLL FREE GRAPHIC SCALE a 1 -800-422-4133 40810 COUNTY CENTER DRIVE,SUITE 100 TEMECULA,CALIFORNIA 92591-4879 -> CDN 9 U LT I N G 951.878.8042� FAX 951.078.7240 • www.RBF.com o TWO WORKING DAYS BEFORE YOU DIG LD07,479GR 9 Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING No. f SCALE Q�,Q� g$jDyPL44o 3 1 2" DIAMETER ALUMINUM DISK FLUSH IN O JDT AMC JDT RECOMMENDED BY. DATE. 107 DEPARTMENT OF PUBLIC WORKS < /7 CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ''p Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" '�+�►'' 2 V� PRECISE d- Iran ACCEPTED BY: DATE: �Z�- � �� GRADING PLAN T- EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED `c No 60132 `� �' o THE SOUTHEASTERLY CORNER OF THE BRIDGE DCE a� a �- � � � DANIEL YORK c,�` �' TRACT � INSPECTOR SOU E Do t e. 31053-1, AAT HARVESTON , OVER SANTA GERTRUDES CREEK; 4 5' p' 0/30/ DEPUTY DIRECTOR RECTOR OF PUBLIC "�r`` a.f" i;: :+� i�i..x:ai. OUT: LOTS 16-24 & 28.40 Q JO N D. TANNER III d �' " I�.,D NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ��► ���Oglj F WORKS/CITY ENGINEER _ DATE COMPLETED Yy�r CONCRETE SIDEWALK. 1' 06-30-08R.C.E. 03-31-D8 �i98fl:• � HORIZONTAL �` �� R.C.E. No . 60132 Expires No. 43212 Expires f�N o�q DATA ELEVATION = 1097. 163 N/A �F C�Ls• � SHEET OF 3 f