Loading...
HomeMy WebLinkAboutTract Map 31053-3 Lot 1-6,17-18,51-54 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR Tract No ., 31053 3 !s CONSTRUCTION ACTIVITIES. 1523 ° 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A Precise Grading Plan MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . Phase 6 Lots 1 - 6 17 -18 AND 51 - 54 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR i STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS In City of State of California 154 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. / T 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY WE THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB 0000.00 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE FL 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 ONE FOOT. FINISHED SURFACE FS / 10 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG C ACT RA AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/7/04. 2� 39- ly VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF " PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN �� o �� TR-31053 7 � 3 NOT TO SCALE RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW AZ / HIGH POINT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �� I PAD EL -0.2' MIN. A LI 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS 11 7 FENCING HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 z ° / 12 DRAINAGE FROM = EL' g ADJACENT LOT PERK FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-641 1 . r, CC&R AGREEMENT PAD ELEVATION PE 0000.0 ® 5,TY, (EXCEPT 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION acv ��h�� ,fl'Ty '.(EXCEPT "z_ AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 �°�q ' � i `V� DURING THE GRADING PHASE. tD) A IEs NolID3 VARIES ARIESC 11 . POST-GRADING ACTIVITIES SHALL iNCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WATER SERVICE WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF L�/� IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE �S 24 l PAD * * `, FENCING PAD SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS FF vARIEs FF z WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY / 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / � A�ERDEE sY BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 2t t�t�E _ STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN SLOPE '� ADJACDRAINENT FROM 1 �®�® � i------� �. ADJACE T LOT PER MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �� CC&R A EEMENT F A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER 1 1 ���� 0044 �I APPROVE PLACEMENT OF FILL. 3 45 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOININGAR 31 / 46 R 1W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING t GRADING OPERATIONS. INVERT ELEVATION IE 43 48 t 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BWPICAL SIDE YARD DRAINAGE 49 Z 0�{ DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ' � I WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND AMOUNT OF EXTRA DEPTH CIVL ENGINEER, SOSHALL BE IL EER,TO TOR ENHE BINEERLIC O G GEOLOGIST RKS EFOR NT BCUT ANDY A FIGITLELRED FOOTING REQUIRED ® 4 ` 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. SLOPES OVER 30' IN VERTICAL HEIGHT. 33 ®�® DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE `` CORNER MEASURED ALONG THE PROPERTY LINE. EXTRA DEPTH FOOTING 34 `�� 3 1C VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 4� A THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -0 X 35 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE �_ 36 1 MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 37 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ' ' , UNLESS OTHERWISE NOTED - UNO ��� � BACK OF OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCERAC S PORCH AREA SIDEWALK NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. P 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. P� r ��®� � � FS PER !e VARIES*** VARIES*** a= NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2.0% MAX PLAN 6 MIN. 9 6 MIN. 0.5�SIN 3 MIN. 1 1 3 MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ®��^ �.��°� 1 MUDSILL MIN. MIN. ILL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. k'4I. \ ITS PER SILL 6" ABOVE FG FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PLAN PUBLIC RIGHT-OF-WAY. _ �, 0.5` GARAGE FLOOR Q 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' UNO AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 12" MIN. 12" MIN. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOTS INCLUDED STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. Go CONSTRUCTION NOTES & QUANTITY ESTIMATE 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 20% MAX. MIN. 20% MAX. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO. ITEM QUANTITY UNIT STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE a LOT GRADING (13 LOTS x 50 C.Y.) 650 CY 41 ' aMUDSILL 6 MIN. *** Q CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 40 40' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES (2 INSTALL 3'° P.V.C. SCHED. 40 182 LF IN GARAGE AREAS 3 INSTAL 4" PVC SCHEDULE 40 35 LF GARAGE FLOOR SILL IS 6" MIN *** P L 233 256 275 -<. ABOVE GARAGE PLAN TYPE ® O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 13 EA FLOOR O R SLAB VARIES / c� ® 3 MIN. 1 00 DESIGNATIONS OF PLAN TYPES HAVE CHANGED FROM � GARAGE DETAIL O INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 13 EA 0 � MUDSILL MIN. 6" MIN. ORIGINAL PRODUCT PLACEMENT PLAN AS FOLLOWS: J INSTALL CLEANOUT 2 EA FG V ORIGINAL DESIGNATION CURRENT DESIGNATION O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 13 EA EXTRA DEPTH 2358 2334 REMOVE PORTION OF EXISTING DRIVEWAY DEPRESSED CURB R GUTTER, REPLACE 12" MIN. ABOVE PAD ELEV. FOOTING 2566 2569 O WITH A-6 CURB R GUTTER PER C.O.T. STD. NO. 200 20 LF =PAD ELEV-FG z 2790 2757 2:1 MAX. Q 9O ICONST. CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 2 18 SF ROUND OFF TOP WHERE NECESSARY PLAN TYPE FOOTPRINTS HAVE REMAINED UNCHANGED TYPICAL FOOTPRINT P 12 ' MIN. 6 MIN. to SCALE: 1 " = 40' 5' 2% MIN. 20� MAX. v U C TOPOGRAPHY *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SECTION C-CO UNDERGROUND SERVICE SOURCE PLANNING 0 DESIGN E C®NSTPLICTl®NALERT i ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. MERITAGE HOMES BASIS OF BEARING NOTEz 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 < CALL TOLL FREE 40810 COUNTY CENTER DRIVE,sura 100 R I VERS IDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST 1 -800-422-4133 TEMEcuLa,cauFORNIAs25s1-6022 (g51 ) 686-5103 IRVINE, CA 92617 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER > r-ONSULTINE3 951.676.8042 • FAX 951.676.7240 ® www.RBF.com DATE OF PHOTOGRAPHY 8/5/98 (949 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5 IN VERTICAL HEIGHT TWO WORKING DAYS BEFORE YOU DIG z Q CONSTRUCTION EC DATE BY REVISIONS DATE ACC'D BENCHICSCALE �pfESSIQ DESI N Y DR Y CHECKED Y � DRAWING !V , n �9l JDT AMC JDT RECOMMENDED BY: DATE: DEPARTT' F PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN tom® TA CONTRACTOR _ 7 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� Sk �� Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE OF SR-79 AT ACCEPTED BY: DATE: �� �� T �� o AS NOTED No.60132 - RONALD J. PARKS o~ �9 INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 6/�/ -w- {�Q��: � u� OVER SANTA GERTRUDES CREEK; 4.5' J OVER DIRECTOR OF PUBLIC WORKS r - - NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� CIVTV � D. TANNER III d � , Q DATE COMPLETED CONCRETE SIDEWALK. �T 4� 06-30-06 09-30-07 o ELEVATION = 1097.163' N/A OF C�Ll� R.C.E. No . 60132 Expires R.C.E. No. 19744 Expires o� SHEET OF CL _ R/WINSTALL 5' 5' 3' I REMOVABLE FL OF PIPE 1/2" SIDEWALK PUE PLUG WHERE ABOVE GUTTER 6 INDICATED FLOWLINEI ON PLANS INVERT ELEV. p PER PLANJ 2% 1 1/2" MIN. COVER21 16 :i' :_t'` _ •$ s . ;. r' b. .b PE = 1105.9 = t 105.6 PE 1105.8 1 `h' I FG , ® STFA . _ 2 4 0 4" PVC = - t 214 2 O S WHERE `a I INDICATED 04.9 5, j z ar FL 1.0% MIN. 1 ®6' l!\ COQ 3 ON PLANS g„ 6" cv 04.30 TG p4' / C 4 PUE S INSTALL 3' PVC SCHEDULE 40 106.9 -� 5 INV ELEV PER PLAN _S 2,01 IE OS , p3 j Tr TS �� 03.80 IE \ '\ 4 p4 01 �T P 53 INSTALL 4 PVC SCHEDULE 40 �S p4' Tc Uv 62 CURB & GUTTER MIN, ri c0 ® o � 03 5g 4 1,- 3"x4" E3"x4" REDUCER 4"x4"x4" TEE ®Uu� cn *�cn 0 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET ®sfa . 03 q o' co / ' i +' W; l p3. �0 TG 3" MIN PVC (SCHEDULE 40) �' 4. 1 / ! ' / pS, g- I S 13' @ 2.0% UNLESS NOTED ON PLANS 2 S INSTALL 6 GRATE PER NDS NO. 40 OR EQUIVALENT �, ®ss�5.� ® 1,3% s / FS s8 F 3% PE = 1106.0 © INSTALL CLEANOUT `� 1 7p F ELEVATIONPE = 1105.6 E5HP o o .7 ' ° 05 5��7 LF 10 1 0% -tv CONST. CONCRETE SWALE PER DETAIL HEREON Iz n 3 LF .5 c° i ._. F 2 SCF i"? cn PRIVATE DRAIN THROUGH CURB 4 0 w FL cn ®4 09 ; 10. f FS 0 o n o N FS �� ^ 0S 8 OS 10 L cv® 2.0 'T,Ln�#_ FS �`m ® FG 2 003 13 a 4 c�rvg a . 04 03 I � ' �O� 04. 4 co 1.0% MIN. 04.6 �'II°°• FS 6»1 FH 4 106.8 ..._ ` 0`�° 105.8 _ ,�' ck� 106.5 ��� FG 105. 04.9 -GB q.1� FS FG FL 1.0% MIN. 04.3 I 2 14 LF - \� pS S 2 0 TS t TS PE = 1105.5 3 �2.0% 05.3 1 LF MIN. FG 10 LF LF 10 LF av' P i r� 0 8$ 1 1.O% MIN. U ) I 05.1 Q L/ 4 c� - 4- 4� I- 1 1 p o L-� � FL- �I 0�•97 d� �� �G 04 1 0 ,g 7 rr® 05.6 N 4- 1 HP 04.9 7.8% c� 4 0 �v 0% �n o cn 0 # FG I 1 # 03.79 TC 03 TG ?' -HP Q 25 P MIN. n, R 4.5 LF 10 L 5 L c�i��w 03, 69 TC 6 F.N. cn I 4 03.33 IE 6p jE S 70, 3 cn 23 ITE 4 0 to t� 03 89 I 7 p� P 10' �vs O � � 0 0 LF 275 � FS 0.7� ' PE = 1105.0 I h FG 2 l/y (.._._..._ m ®w W o.,� ,46, 1.99p 2 ® 4 I I �O'3 S o �o� 10 FSS° o cn 0 .$2 a ( 10' F®1f�5.� 1.7� 7% 3.8 PE = 1102.3 P o F cn o 119 vU'a S S ® P 1fQ5.� -� ® IRRI 'ATION MI cone �. 03 17 v j MEI ER IRRIGATION PE = 1105.3 05.3 P w a' ®�" �/ FS I I MANIFOLDN MAILBOX PER 04.7 FG o o I FS \ 0 0 _ LNDSCP. ARCHIT. FL 1.0% f�IN. 5 04,00 TG 03,56 C ' I oa ® �� ca F .s JJc 0 iv 1 2 PLANS 106.3 106.3 c� �i� � ? W 0 ----J' -�� /�� 03.38 IE 3.1 r a3 76 106.5 g_8 0S 68 G 1.M. 03.72 TS TS 0 I 10 LF 10 LF o� ' 03.69 '� _ 106. � �% ___ � ; � s N , - MAX .�.... S 2° 1 TS 1.0% MIN. 04.1 -GB ' , �� = - - - - - - 2_1 MAX - - - ®�F s 14 LP S " 05 �� MI� J -- _ _ --- t o4 - 103.45 1® 03. 2 3.63 g ©' o 2 1 A `s 2 C� 1 .2% °2 �r�� 04.4 1.0% MIN. 03.9 -GB 1 2T TC TC �G �, � ;;� 03.29 03.70 ®1 . \ I1 ' 2 O 'r�� ' 05�P P S S 3.60 N w 03.,31 FSLOT FG ) : 1D3.5 $ D L� _E- 10 LF 0 LF 10 LF FS Di FS ° °� Opt 7,9 P P 10 LF 3 ® 0 3.63 102.91 o 0 02.99 OPEN SPACE �, 03.49 TC p3 4 Sj FS F / 4 3 IE 03 ' TG `Ge 70 2.0% w L I �-� FS ���G / "`� 03•® 1 S EP 20 LF P IM N 0 G 0 v7 8- w 03 55 OFA 4 FS.1 _0 F- T _/ OJ r/ / o �0 1�1 .58 0>� 7� S 1 0 F S s �v P I 0' 04.8 7, FS 42.86 02.85 4~ �G So �La 2• r0 L �I G 7 P { FL-HP 2 14 G �Z �� �� 3 2•°� <F 1°02• 0 P Ln =It�S. � t 2.0 S•0 C 2 0 c� cn a3° lE 0 O� �O � � F 17 •¢ 2 p4° O$ - ` 2 e S 029 16 G WATER WATER PE - 11011.7 =� 10 LF L 1 4CG 4 1 j 0.80% m _ 1 05.0 10 LF 10 LFA TC 0�.2Sh 5 FG 03.80 TG ov' I - / s \ o FS �� 103 03.07 IE �" � 2'G � 1102.87 oc,s , 2� c 1 .0% MIN; Cy \ S 5 o TC \� p RIM „ 11x3.09 0 ��, O F 4•g 04_4 �O ��, „ j 8SEWER � � \ u' ��. � �. r SEWER-- FL WR N Y �i •� � � -�j � .� � -�' -� ,;...•,... FL O O s g� �o / i 0 15+03.53 OAKHURST WA 1102.41 a STORM DRAIN PER O�° �1� o C' J c i SANTA GERTRUD I S VALLEY ✓��'� p� 1.6q 04 <F 70 1 ' O/ 5 T I p =18+21 .00 ABERDEEN L 'NE W RIM O o i o / $ ' ,S S � N � oN�, ' •N G INTERSECTION Y 6' FH � 'o i ^w ARROYO STORM DRAIN o� � °o , es �O O 9 04.9 l C, ,� c� PHASE 1 HARVESTON a O 0 HP 14 LF ° TRACT 29639-2 S �® s L ? . 70, 105. -p LD02-226CO tv TS �'' 6' OFA NO N cv N u, oLIJ ®� TC c'9 2 14 LF 3 U' -o p O �'�. j5 o r''oma' W ^ �� x2.57 Ir- 6, E 3 s C� 1 .8� ., S �O O S ®, 6 o � W F-� o o S g o „� #,r l co�`n�' `� ntab $�?� 0 $\ S w 13.6 LF ®cam / �O `�� 4! 0 LIJ �� o o j U3 ' @ 1 .7% 'y ' �� � 3 S��PS 4.2 Ln 101 7 STEPS FS52 4.33 �r 40 iG �4 �� � �O$ 105. / O� 4 0`J4f� 0.50, o FS °' FS rc�"" TC C� 0.50' F6 �o p3 gG 1E c3'� k C�3 ®c° TS FS33 ® °o'l I I FLd G 5 4 14 5 ®2 N ` � o�� PE = 1101.7 � o o J FG o se o`er NN o OS � GF 041104. 04FC ;AV/ ...._.,_...{ 4.77 FS GF 04 04.6 J FS-G� 4 1 4.5T ° - N c°n3 -� 0 VARIES ob �� UJI o FG P �V FG Oo o S• VARIES FL 046 h 2 �0 4.Sj TFP 4' STEP 2.78' MIN. 1 O�`ti o p 3PS Fg c» :o 4.67 FS 2 P `gyp\ _ 1 Lo G 04.7 • s3 ha Q �� i� LLJ -HP Z o MIN. o o ? 4.97 / FG 4 w � ti � o GF , NO �Jo I� I) FG �� $ PE = 1105.2 z CONCRETE \ ! ... '04.7 PPe� o 2 N t._ _.LL- 1 •03Q y�� 4 Fe MIN o W - a ®) M \ 2• TSS.6 . o z old o O 0 FF=ff® C)0 1 AV/A I L �� TS__ • { o oI-_ -_) _. =1 o 's �- FGI 4 ®ft® . a= I( ® =® z W < P f FF--1105.i ® ° s.3 0 -{( 1 t OOF ®4.6 04 5 - ec 04.4 5 04.5 p =11� F 04.5 J 2% MIN. 2: 1 SLOPE o ec • o 11 FG ®ss .5 FG o1g® G FG o 03.9 R FG I I p o FOOT I NG � �" o FL '............ 20% MAX. OPEN SPACE o 2' 03.9 z �a 04.0 7 0 0 Oe4' o OPS 3 CONCRETE REINFORCED WITH 6x6 -W 1 .4xW 1 .4 WELDED WIRE 1-1 04.4 ®��� \ I FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND ., FL-HP 105 r® Njg FL d� N 105.7 / BOJ o � i - o �o TS QC,� TRACT BOUNDARY 04.2 I r 6' FH ! TS 5 T 04.3 105, `J` Z o !O\ 105.4 -HP NOTES: � �, TS 1 , / EHP TS 5 �� o �- � � 1 . GROUND TO BE PRE-WEED 70 THE SATISFACTION OF THE o 2: 1 \; Y y1 1 0 / / 04HP J ,, 0 GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. SLOPE T � I. 2: 1 SLOPE / \ 2: 1 SLOPE OPEN SPACE 2: 1 SLOPE ® Qs _ ® - _ �® - - - - -- _=-� - - - - - - - - - - - 9 11 TRACT BOUNDARY V) NOT TO SCALE ISCALE:1ABU -20 / 700 o gg o 0 20 0 20 40 60 9g 54 T 8p HARVESTON DRIVE T o 0 1 1� _ GRAPHIC SCALE 56 55 �- w - Ln RVICE UNDERGROUND SE - ---- - _ 54 0.6p ® PLANNING DESIGN CONSTRUCTION 57ALERT _ - -- -P z 0 Q CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 0 1 -800-422-4133 TEMECULA,CALIFORNIA 92591-6022 > CONSULTINE3 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com j 0 TWO WORKING DAYS BEFORE YOU DIG Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT) BENCH MARK SCALE OEESSIp DESIGNED Y RA CHECKS Y DRAWING NO. Q� l JDT AMC JDT RECOMMENDED BY: _DATE: DEPARTMENT F PUBLIC R j 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN TA �r� CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�'� �, Plans Prepared Under The Supervision i s i on Of COUNTY BENCH MARK T-46-81 RESET 1997" �� - P P ACCEPTED BY: DATE: of Tc� PRECISE GRADING PLANo EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED 1N®.60132RONALD J. PARKS r INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp 6/30/06 Date: DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5' (OH D. TANNER I I IPHASE 6: LOTS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �' -- ' < DATE COMPLETED CONCRETE SIDEWALK. 7/- cI 10- � 06-30-06 09-30-07 ELEVATION = 1097.163' N/A Q� C kL�� R.C.E. No . 60132 Expires R.C.E. No . 19744 Expires o8, o SHEET 2 OF 3i CONSTRUCTION 21 O7 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 16 PE = 1105.9 PE = 1105.8 REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB & GUTTER, REPLACE WITH A-6 CURB & GUTTER PER C.O.T. STD. NO. 200 87 00 0) (0 � l Qco, CP �l FFm1106.2 PEm1105.5 ® PE = 1106.0 20co 9 PE = 1105.6 7' 7 D'WY• 4t) 49 12 86• 0'28' o.C. ' �_ � � � � Y. 7 FROf� BC 87 o 00 W 1 '3, � PE = 1105.5 t� 50.97' � 13.35 ;. W= 2� �" � r cn 1q- 17.24' i J' 2 �� 31 .3' t I 18 ' I >� EXI H- 1�+1' �0° �� �� 1r� 1 i 27� 16.8'± �jD' Y.I 7 I � 6 rn X75 �, W=i6:61'i 8 1 PE = 1105.0 i C! 7.3 Lncn - R i `0 10•2 FF1105.gPE 1102.3 18.4± c� * cFEm1105.3 (_0PE 1105.3 cn 204 1 cc -H JI 0 - i0000 j • cn 27 D WY v 101 - - - � ' 0.CcA FROM7 ( 7.03 4.26 , 23.eo i8p. 50.90' 16.22' ' W19.0 4 ' 87.48' � 41 . 12' 22.50' a� - - - - - -• ._._ / a o l �9 /�04 I] 1�.08 J j LOT 59 W=15. 7 i FROM M O 131 .83' 52. 11 0.C. / 7 706 i I .3'± FFm11�5.5CA 40 N 7 D wY 76 �, 2.0 . PE 1101.7 U i / \ FROR9 0 C 0 i i 1 C. 91 15 1 �a� & . t 1B.4' :1 CID �Q o ,'S• or _ jOAKHURSTA- Vv �a. ����� 15+03.53 �! . OAKHURST � j� 1 i C ofl � 790 C o =18+2 100 ABERDEEN LANE Q) Ro '_, 1NTEr'® / r N J° co, iso . 1 ca Ngo Doo $Vv ti0 \` 69 � moo',`°• , � 29 2?,- 9 �, ti� °'%��` � � � � � 9 X76 / 88•b'3. 4.11;_ lb 17" , �2• 6 38.20' �F ®�° �► I 66 ' f � PE = 1101 .7 5.4 t 1 33' 33' CIDw / '- / 't ' 11 13' 20' I 20' 13'LLI aco, (b 5' 8' � 8' 5' 4 Q A® 154] ' I I 9.03' ® ' / 00I � I oo = 24 PE 1105.2 E rED Lu \ `7 22 FF®1105.0 ! oz 2 f v 4' PEs1104.4 Fco o 4 Z h \ 19.9'± 5.9 PE--1104.5f ( I 6. 1 't po.11� (ji , i 4 20.24' tt J \ 2.3 wE � I � ✓ 0o a SLOp� Vg230. 18' j . 42.26' 71.72RIES 2 MAX. 00 �` 2 : 1 MAX H o --a W to SCALE: 1„_20 = J CL -i i r7 o - 20 0 20 40 60 1 T i ' �� T Ln 56 55 GRAPHIC SCALE -- v - 54 w c__) 57 - Li ALERTF'LAh€h6lPVG DESIGN CONSTRUCTION - tL C9 CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 0 1 -�00-422-4133 TEMECULA,CALIFORNIA 92591-6022 Qf CONSULTINE3 951.676.8042 ■ FAX 951.676.7240 www.RBF.com / TWO WORKING DAYS BEFORE YOU DIG LD05-214GRz CONSTRUCTION EC D DATE BY REVISIONS DATEACC'D BENCH MARK SCALEOVESSio DESIGNEDA Y CHECKED Y ° i DRA I Q Q� �'�l JDT AMC JDT RECOMMENDED BY: DATE: DEPARTMENT F PUBLIC Q 3 1CR DIAMETER ALUMINUM DISK, FLUSH IN �® T�� CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL `�� COUNTY BENCH MARK T-46-81 RESET 1997" r Plans Prepared Under The Supervision Of EASTERLY OF THE CENTERLINE OF SR-79 AT " m ACCEPTED BY: DATE: o� T AS NOTED 6013`2 30/0 �, Date: RONALD J. PARKS o , `- INSPECTOR PRECISE GRADING PLAN THE SOUTHEASTERLY CORNER OF THE BRIDGE � �� O@ o OVER SANTA GERTRUDES CREEK; 4.5' itExp6/�� DEPUTY DIRECTOR OF PUBLIC WORKSTRACT 12 DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �'l CI t� �`� J D. TANNER III �w - _ e w j CONCRETE SIDEWALK. � PHASE 9 ELEVATION = 1097. 163' N/A �F OF C��lE� R R.C C.E E. No . 60132 Exp i res 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07rrfQi968`-0HORIZONTAL CONTROL DATA o NO SHEET OF i