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HomeMy WebLinkAboutTract Map 31053 Lots 33-36,49-56 Precise Grading GRADING NOTES 1EE !ED 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION imif & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE �g 215R/Frq y�T Sp STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR ■ CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. • • reviseGrading DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A P���EC,�• 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 's'f'rb P A MINIMUM OF 3 FEET. Phase Lots 33 - � 153. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . 5 and9 6 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR ' ■ ��` STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED n SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS it of Temecula Sof California TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND y � ' 0' (� 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 CURS � / "Z/O// COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. FLOW LINE �C I � � ss / �A ��� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT NP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � � / i �G ea � � � � p y�►t,G ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � FINISHED GRADE FG � ss GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. � / 5 e� 01 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS �� � .�� LOT 2 $9 ss � ���, 'Sr LOT 1 ONE FOOT. ,� � oP eO � oti �� � VICINITY MAP TOP OF GRATE TG � es � VARIES 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE / � $� � �q � �- NOT TO SCALE AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 4/16/04. � 81 tiF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF e4 i 02 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 1? i, i � TYPICAL TYPICAL RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW DEPRESSION �' ?�' G)' � DEPRESSION CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ��� _ e� �i� ��J� i' PER CITY'S 3 0� � ��i PER CITY's HIGH POINT TOP OF SLOPE TS /gyp � \�o �� �i /'Co � STANDARD o 3 3 STANDARD A VPAD EL =0.2 MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � '' o� iii � p8�� � '� SECTION X=wX FEN�NG HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 ���s �� P�� i � DRAINAGE F THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE P� 2 NTS � z- ADJACENT LOT PERS Z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 � 9 3 DRIVEWAY SEPARATION DETAIL \ / � �l� A, �' �� CC&R AGREEMENT '- � INN ,� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � 8 - � � **** to rn (EXCEPT ly�.(EXCEPT ** AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 1� � 12 � 4 �� � w�E B B �N�� DURING THE GRADING PHASE. WATER SERVICE W � � �"'4y i3 8 ���/ � CONTINUOUS DRIVE APPROACH VARIES �� SES , RI C 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, � WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE S � y�'� f4 S �J'� WALL IN ACCORDANCE WITH CIN CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � 48 �G CENTER BAND FEN�N � 9 �S i � BETWEEN PAD *** PAD SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAYS Z FF VARI01/1 ES z FF z WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � 47 1 � � LOT 1 / 18 / / LOT 2 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I � � �1 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE 48 � / � 31 � / � V. SIDEWALk � � � C - DRAINAG FROM STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN / / / ,� � 17 A� a D ADJACE SOT PER MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBED � 'I 4S �/ � �� 37 3O �� oJQ � �� / X � -"• Q •'• Q � X �Z ?-I CC&R A EEMENT � A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � � � v , � � \ APPROVE PLACEMENT OF FILL. 1780 �� 38 29 / o? 18 � � \ � s" TYP. s" BAND �„ o �o� M b�4► 10%. UNIT TYPE/ELEVATION � r i ami � � SCORLINE �- Ax � � � 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR � / P 19 BORDER ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � 39 28 � � // �\ � -TC T R AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE GRADING OPERATIONS. / � � 4O 27 � � � / 20 ��/ „ / � � TYPICAL SIDE YARD D RAI NAG E 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW � 21 � c�+ �� c�+ � i� � �- o � o �E- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH 41 28 � / / � � �� 0 3� 0 3� WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED O j 22 � � � 0 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 42 � � o� / � PLAN VIEW �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SLOPES OVER 30' IN VERTICAL HEIGHT. �j �S � 23 � _ � � � CORNER MEASURED ALONG THE PROPERTY LINE. EXTRA DEPTH FOOTING � o NTS 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION _p.X� ��'�y� 24 � 4 � � � � ;,CONTINUOUS DRIVE APPROACH BHE SUM FEET ANDTHE SIDE YARD DISTANCE BETWEEN ADJACENT STRUCTURES ACKS IS NOT LESS THAN (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE �, � ���, e TRq �� IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � O C MINIMUM OF FIVE-FOOT SETBACK AREA FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. � `� (/ � �� �� / � � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS �b�j �,_ �A�' / � � � ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING OUTLINED IN THE CIN OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE BACK OF � N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE PORCH AREA SIDEWALK PER SECTION B-B DETAIL OR SECTION C-C DETAIL. STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1" = 100FS PER It 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 2•oq MAX PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � LOTS INCLUDED -.- 3' MIN. 1' 1' 3' MIN. -*- //- 0.5q MIN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � t MUDSILL MIN. MIN. MUDSILL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FS PER PLAN SILL 6" ABOVE FG , � FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN � '" � �• E 5.0q MAX GARAGE FLOOR " PUBLIC RIGHT-OF-WAY. ,;•; ,,� . •• o 0.59'MIN 's. � •':.• n 21 . APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 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 BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE STEP DETAIL 2� MIN. 2:1 MAX. 6" NP. 2% MIN. °' 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE N0. ITEM QUANTITY UNIT 20% MAX. MIN. 20% MAX.ANY STATE RRANCES FEDERALREOM STATE NDANGEREDRFEDERAL SPECES ACTS OREWATERULATING QUALITYTHE REGULA REGULATIONS. THE O S OF LOT GRADING (12 LOTS x 5o c.Y.) soo cY 35' 40' 40' SECTION BswB CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O2 INSTALL 3" PVC SCHEDULE 40 90 LF MUDSILL OWN— 6 MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. - �. IN GARAGE AREAS *** � O3 INSTALL 4 P.v.C. SCHED. 4o s7 LF /17-80 w 2�5 GARAGE FLOOR SILL IS 6" MIN VARIES o O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 9 EA �p � 1929 d- Zig :• • ;:. T ABOVE GARAGE MUDSILL 3' MIN. MIN. � �n � � �n � � i FLOOR SLAB 6" MIN. O5 INSTALL 6' GRATE PER NDS N0. 40 OR EQUIVALENT 12 EA c0 FG d' GARAGE DETAIL ��: � O6 INSTALL CLEANOUT 1 EA EXTRA DEPTH 1A FOOTING .se v`�`� O7 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 12 EA 36 =PAD ELEV-FGA a WHERE NECESSARY 2:1 MAX. � 12 MIN. ABOVE PAD ELEV. 12 MIN. 6" MIN. � TYPICAL FOOTPRINT ROUND OFF TOP 2% MIN. N SCALE: 1" = 40' 51 20% MAX- SECTION C `o' ***Ids SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER f DEVELOPER Q ALERT PLANNiNO ■ DESIGN ■ CONSTRUCTION per„ ' ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGE HOMES BASIS OF BEARING NOTE � z CALL TOLL FREE 647 N. MAIN STREET, SUITE 1 A 5161 CALIFORNIA, SUITE Z00 SECTION A � �40810 COUNTY CENTER DPoVE,surrE too RIVERSIDE, CA. 92501Q 1-800-422-4133 � • � TEMECULA,CALIFORNIA92591-6022 (909) 686-5103 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST � FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER > C O N S U LTI N Q 951.878.8042• FAX 9b1.876.7240 • www.RBF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600THAN 5' IN VERTICAL HEIGHT j ON A MAP OF TRACT N0. 29286, MB 298/86-89. �LD05,*219GR TWO WORKING DAYS BEFORE YOU DIG Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY j N'�� JDT AMC JDT RECOMMENDED BY: �'�L� . _DATE: �� di�T i O� T��E�V�F\ DEPARTMENT OF PUBLIC WORKS DRAWING NO. Q SCALE Q�Of SS10 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 0 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � OTANN�9 � j COUNTY BENCH MARK T-46-81 RESET 1997" y �. �'. Plans Prepared Under The Supervision Of EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED u; � � m ACCEPTED BY: �� DATE: � 13 OHO o T � PRECISE GRADING PLAN '- INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE a N°'g��32 � - Date: � b � RONALD J. PARKS o~ - � OVER SANTA GERTRUDES CREEK; .a.5' � �P• e/30%6 � -- - - DEPUTY DIRECTOR OF PUBLIC WORKS _ - TRACT 31053-1, CHARLESTON AT HARVESTON NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J' � H D. TANNER III d _ - -�q DATE COMPLETED CONCRETE SIDEWALK. �7jc����, o��� PHASE-5 LOTS 33-,36 AND 49-,56 Q f �i R.C.E. No. 60132 Ex i res 46-30-06 R R.C C.E E. No. 19744 Ex i r es 09-30-07 ��,;o'•�`i�e�:�:r�` o ELEVATION = 1097.163' N/A 4f P P '�•�° SHEET 1 OF z •� •� �.ti CONSTRUCTION NOTES 2 INSTALL 3 PVC SCHEDULE 40 -- --- -- -- -- --- -- -- - .. .,. - 3 INSTALL 4" PVC SCHEDULE 44 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT SLOPE VARIES 2: 1 MAX 6 INSTALL CLEANOUT " 0.4 110.3 N cv N FL-H TS _ 110.7 • • j- .�, TS --- 0 9.5 � '-� o z - - 111.1 � •d- 111.1 • a► . 0 ,�, Q z .6 z �. TS 111.9 110.3 9.1 o z .-f2 FL-HP N TS N '�' 09.9 T -- - TS w M • TS TS - 0 09.6 •H 09.7 FL_ �. cv 10.6 _ O z FL FG FG 09.9 �' � 0 10.5 FG , a pg.3 •3 6 FG 10.1 N" o as FG 09 •1 2 FG FG FG 09.7 09.7IFG91 �Q .1 4 9.3 09.9 _-a 0 � FG FG 10.1 10.6 g,3 10.1 FG 10.6 10.6 5 7 av ° FG O GF=1109.8 0 5 3 FG FG FG • _ � •2 *-- 3 - FG .2 FG 5 FG � .�. ..� p9. Q 111 2015 rry z= 05� PE=1 1 10.9 h3 - - 0( 0 0 FL .1�' " '� 192 9 "? - 2�► ZA � N -m �o .2 :z o 10.6 203 p2 cn 19 B R 1929 " a�--. 2a$ FL� � � "..0 o L; cv r� -� /2181 N F 1 L � $_" 0M.64 q " o c, i"'""•4 R \CL/ • Y""" AR D9.20 M z FF=1110.3 FS-G8 �3 .--: 09.94 0 ,r--.9)\AR/ 9 FS-G8 9 FF=1110.7 FS- 10.54 1 D. 3 �. 109. G$ 0 Z o Fp=110 FF=i o PE=1109.7 FFa1110.3 .1 F " 5 Q L-HP �Q, FS-GB FL-HP • � -� ,� �•-� � PE=1110.1 a w o F F=1111.2 •2 0 � a pE=i109.3 O pE=i1a9 O PE=1109.7 T_ FF=1110.7 r FF=1111.2 � s� �, ca 5" STEP r: _ 5 PE=1110.8 0. •1 a$ 2 Q o PE21 205 � .4 " • PE 1108.S 5 STEP 9.88 FS �� ® w 110.1 0 PE=1110.8 9.45 FS o 4 STEP .6 5 STEP 2 � _ _ .2 4" STEP BL. ,.�, 5" ST o � .3 - 5f, STEP " - o 4 09.36 9.97 FS 16.28 FS Z) 1 Q.37 06 •1 4 STEP 8 F 8.95 a •8 FS-G8 3 o 09.70 .- FS :�- o .3 �- FS 9.4 1 _ 09.7 ,a cn Q �. 7 .1 �-- _ 11 •3 110.87 S GB J FG v FS GB -� .6 .0 1 .8 WFG �c, � 10.2 co 10.74 �•--n cr o0 8.3 Q9• .� 9.33 N cn o co .4 10.2 l o.5 " FG o 0 1 ,_ 9 r 6 ,--FS �6f o 10.28 . .8 FG .2 cv•n Fr S Q9• o ��,. � •9 9 V_ o �. o G FS-GFG • � o 9.75 .-- a ,9 0 FS 09. Lc o o�'J as N Ov STEPS 4 STEPS FG O 0 8 n .4 N 10.6 Q, •7 r-- FC'----- 3 S S C� 0.5�D �3 STEP � F�' ___�_ •~ �- z n cn FG � 09.9 °a, 34 X0.58 4 ST - F- 3 STEP © 10.64 .-- FG c. 0 9 S V_ S .58 „� EPS S 4 ST PS 3 SAPS S n N n C9 �• ro •Q, S N X0.5$ --F�-' "00.50 `�' 00.58 S • n U) n�n vi vx `� V_ n S �' W v��. v��. ©�- o�..o t1. W h �� 003N ` °� S S o a S �-cn rpt" v o ,,, u, 89cn� �� W N Q © C7 C7 6• W cn W n 9 �� JOD O o 0w L. �w 0L. S 4. LLJ Lu 0 (a SEER) 4*1 G a !V..> 0 1 ro c,4 16 �c r� 44 �, O o ,�, t8 SEWER) -� � o vANNAPOLIS DRIVE 14+84.S3 CA 17�. 4 a, CANTON COURT - . °--5 `'� ~16+05.94 � . . ao ti cv ANNAPOLIS DR I V ` "" N 0° w INTERSECTION E 06.99 RSECT I ON v " WATER) C, • M 0 N FL 4 7.19 IE 0 107.71 �f cn 8 o TC °• 0 1 AV/AR (8" WATER o o 6 FH �p ) . a' pyo 4, o W v c�i o cn-� C �• �� A W J (n J Cn (] Q f F- � a a S 3 STEP S 15.0 3 • o � as 4 STEPS �` .-- -04.58 `'� 07.47 6 W a • 3 S-�EPS @0.5 � 08.9 --� 09.6 co S 8,2 0.58 0 a 9.7 o FG -- -__-.. PS � - G v a -,I FS •5 � u, 0 .1 A, 09 7 - - 4 S -_-r ---- T F S J o 09 2 FS o is , ---- t� c9 F na G 09.2 / PE_1 109.2 � �•5 09.6 F � 4 ,1 0 .... o a °9• 08'6 08.71 .9 08• m m o FG 09.20 FG . P E=1 1 1 1 .4 c�;a FG G a,� ., a B _, GF=-1109.7 �, 1 AV/A F SG G cn ff FSG \ " CD� 09 2 a F '1 F („ �, STEP o � � �� 3 4 PVC 12.0 LF ® 2% =- ti p .2 u�'► - 0 9.87 F5 .1 --, M 4» STEP - �°" (UNLESS NOTED ON PLAN) R , c� FS 4 5T - - co .4 S - -� rr► EP .> 09.1 7 FS - . 0 1 D.87 -� I . 4 ST 09.3 w � .3 09.4 z �' � �� � 37 FS a •2 FG � � 07 31 � � REMOVABLE PLUG pg. 34 O FG 33 f �• g•4 6 T � 4" WYE V .1 20 5 � 09.44 .2 0 �:�,�. �;�;. w 1y$Q ��'-{ (� :.. ., TG PER PLAN 218 Fs-GB FL-HP i. 5 : � I E PER PLAN V p►R' .,� .� ------ oo � 3ff PVC - 2.4 LF C� 2� � '� w�•`r 3 B! C R I �• - .. 96 7 o p N . 5 z 37UNLESS NOTED ON PLAN) f . , P =1 1 o .1 FSS F = 10.2 o FF:l-Mo.2 N TC 0 E U8 6 F i1 � P�-�'� • 21$1 g p,E,1149-3 F �' �► A I LBOX • ,. 08.9- pE=1109. _a, .� N _Hp ti : : pE=1109.8 :4 '� PER LANDSCPv ter_ +��;. � a 09.1 FL .3 a� 09.6 09.6 � ARCi�I T. PLANS . .x pg,1 GF=1109.7 I RE ''�( x .t� a 1' TG PER PLAN L6)G G °8 8 q9.6 N W L P R f PER P AN 5 F FG. FG m. I SE RA PE MIT -�' 5 PARKWAY f.M ., ;�:: I E E L G 149 2 ? 119•�I V �,�y •�- 9 7 FG o " ;¢ 3' PUE FF=i1a N - FGI � ; ..* 09.1 110.1 a o 09.4 ! 5 S/W . ft FFG _ -� FL-HP 1 N I 4" PVC - 12.8 LF CcD 2% c� ..• �p.� FG �r•0 � ... �'3q I (UNLESS NOTED ON PLAN) 3)ul0 �' • 110.6 �e • 110.6 NTS QB,g 110.1 v� TS Z.oa-� �` TS I FL-HP o TS w `~�` I © 110.1 ,.- o 149.6 TS -- ___. __._. 3 -�� rz 31 0 PE=1107.4 ! Q PE=1107.4 R/W , . ... .,. - 0 5� 5� 3 f INSTALL 6 c' REMOVABLE PE=1106.7 29 FL OF PIPE 1/2 6• SIDEWALK PUE PLUG WHERE a PE=1106.7 4 ABOVE GUTTER INDICATED o FLOWLINE ON PLANS L INVERT ELEV. A pyo PER PLAN U- .f INSTALL POLYETHYLENE w ..r1�.,,•.z y:• . r _ ;. . , 4 PUC 3 PLASTIC JOINT MATERIAL Q •==•_-�►:-:•'=''}; WHERE QUICK JOINT OR EQUAL = r - ••1.1•r �- 1 1/2" MIN. COVER ''t` •- INDICATED � ON PLANS _1747- '- • r INV ELEV PER PLAN - -- = '• -=. :_� ::_;- �_- r k:: .r-:•_#=�_---' d CURB & GUTTER - f - -- way- *• •-r y .W •- ;,= -Y N 3 x 4 REDUCER 4 x 4 x 4 TEE ..► ::k ;�,- r� 20 0 20 40 60 - 3" MIN PVC (SCHEDULE 40) 9 6 Z 13' ® 2.0% UNLESS NOTED ON PLANS 2 N w GRAPHIC SCALE ELEVATION SECTION AmAUNDERGROUND SERVICE �. ALERT PLANNING ■ DESIGN ■ CONSTRUCTION Z ® Q CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 PR1VAT'E DRAIN THROUGH CURB DETAIL. � � � � 4 i 1 -800-422-4133 TEMECULA,CALIFORNIA 92591-6022 CONSULTING 951.676.8042• FAX 951.676.7240 ■ www.RBF.com TWO WORKING DAYS BEFORE YOU DIG LD05,419GR o J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALE �OF!ESSIp � o �'! T RECOMMENDED BY: DATE: TEDEPARTMENT OF PUBLIC WORKS Q 3 1/2 DIAMETER ALUMINUM NUM DISK FLUSH I N D TA JDT AMC JD � I �f ' � o• NNS � 11011 CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,��► Plans dns Prepared Under The Supervision 0f ¢ CONTRACTOR ' ,� �. ,� COUNTY BENCH MARK T-46-81 RESET 1997 �, ,, _� ACCEPTED BY: DATE: lal o� T PRECISE GRADING PLAN V_ EASTERLY OF THE CENTERLINE OF SR--79 AT AS NOTED w No.601 2 'C - __. / _ o THE SOUTHEASTERLY CORNER OF THE BRIDGE - � Date: ! !;. RONALD J. PARKS �' -- TRACT 3INSPECTOR c_.�- AT gyp• ®/3%s DEPUTY DIRECTOR OF PUBLIC WORKS ==• � Y OVER SANTA GERTRUDES CREEK; 4.5' � D. TANNER III � �wPHASE -. -. Q COA _ 5. LOTS 33 36 & 4� 56 �. NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �► IV 1\- .,_._, _ Q DATE COMPLETED CONCRETE SIDEWALK. ��` �0 R.C.E. No. 60132 06 -30-06R.C.E. Ex i res fo .Q a Expi res No. 19744 09-30-47 r� ::1988:=•-- 0 ELEVATION = 1097.163 N/A OF C w�.t pP �.,� SHEET 2 OF 3 5�, CONSTRUCTION NOTES DATE STREET 7 CONSTRUCT RES IDENTAL DWY. APPROACH PER C.O.T. STD. N0. 207 AND DETAIL ON SHEET 1 None LOT LINE ADJUSTMENT NO. PA05--0401 PER INSTRUMENT NO. 2006-046494 • REC. JAN 201 2006 O.R. 0 -------- Cp 39.49' v CD Cn 53.22 , 38.60' 53.92' -� U, 49.04 , 34.70 49.00 A 37.94' v CD co' M 00SO r • o .9 5 9 1+ N 50.16) � --. N " 5.0 f ,- � 4' � 4 � � 3 � 4� , 51 -� 5.9 • ' r 4-5)� 57 F6 JO r 7 -�' �� Z0�" p 5 vl 551 561 PE-1110.9 -J ,_& , . 9. o 19 9 w LBR/ TMV 1929 , .nn'(A I& ��q. cn y 2181 9 00 rn yL. 00 C R v-, 205 �- 20,5 r 206 � AL o � o \AR/ CLr • r- �� FF410�•S FP*1110.7 r 4 8 FF�110 g.9 _01 Ir P��110�.� FF�1110.3 !" 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PA05-0323 _ PE=1106.7 PER INSTRUMENT NO. 2006-048032 REC. JAN 20 2006 O.R. ti w N I 0 w V) p 20 0 20 40 60 UNDERGROUND ROUND SERVICE W ALERTPLANNING ■ DESIGN ■ CONSTRUCTION z GRAPHIC SCALE Q CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 0 1111 1-800422-4133-�- � r � TEMECULA,CALIFORNIA 92591-6022 C❑N S U LT I N G 951.676.8042■ FAX 951.676.7240 www.RBF.com o o TWO WORKING DAYS BEFORE YOU DIG LD05mw219GR Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY DRAWING Na. o SCALE '�O���SjDH BY: DATE: '! JDT AMC JDT RECOMMENDED CITY DEPARTMENT OF PUBLIC WORKS Q 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN ��,� YAIV�/+ j p.- . ' CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL r .;, Plans Pre Prepared Under The Su Supervision Of �� T COUNTY BENCH MARK T-46-81 RESET 1997 ACCEPTED BYDAT : � 06 PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT � o - Ir- -No.60132 _-- �, RONALD J. PARKS THE SOUTHEASTERLY CORNER OF THE BRIDGE Date: TRACT 310,53-,F, CHARLESTON HARVESTON V-111-1 INSPECTOR �� s� AT p• 8/�/� DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5' N D D. TANNER III b= - 33-,36 .. Q PHASE 5. LOTS & 49 56NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL C 1 V 1�, �,, Q � �f o DATE COMPLETED CONCRETE SIDEWALK. �F �0� R.C.E. No. 60132 Expi res s 06--30-06 R R.C C.E E. No. 19744 Ex i r e s 09--30--07 �►;o=:=ise :: ELEVATION = 1097.163' N/A OF C t►1.1 P p �'•�° SHEET 3 OF 3 �