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HomeMy WebLinkAboutTract Map 32436-F Lot 5-18 Precise Grading GRADING NOTES 0 y 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION 17 SL C) . tb 16 oT�/N�, AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT 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 BE CONSTRUCTED A �' LOTS � r• SLOPEMINI-MUAW�Y FROMF 2' WAY ALLFEOM XERIORTHE TOP OF WALLS ATADED NO� T LESSES.THANF1/4SHPERQDOOTHALL PHASE 5FOR 18 A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL 8E 2 1 . Plan ECTPrecisePrecise �' c� in rf _ 4. PR0VI,DE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 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 � TO DIRECT SURFACE RUNOFF AWAY- FROM THE TOP OF SLOPES. �te of C lif orni Kai t o � meC � a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND ENGINEER', SOIL. ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 0000.00 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TOP OF CURB TC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE YR 3243'1--&2 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH VICINITY MAP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO HIGH POINT HPINOT TO SCALE - - ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, BRANDON LANE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 I � �I } � � �i � 6" MIN. HIGH ONE FOOT . F I N I SHED SURFACE FS 4 1 , ; � � f �� 24, MUDS I LL PAD ELEV. MIN. 28 I 29 �y� �! � �l ��I' IN GARAGE AREAS A 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY , TOP OF GRATE T� 1� f � I' � � GARAGE FLOOR SILL I S 6» MIN R SAILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. I � � ,. .. :• . • ABOVE GARAGE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS 2 I � I,I. N�i��III. . I�� �.; � z z DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TOP OF FOOTING TF i 1� IIID � �' � � 22 FLOOR SLAB a� THAT` GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY 27 i 26 3 SOILS REPORT. TOP OF WALL TW GARAGE DETAIL 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS �E�Y � till 4� p�pi 24' i ZS '��' � � ' '' ` C1� VARIES B ARI �k** B � C RI Sri HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE I � ' � � ��1!, r � � * VARIES � FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . GARAGE FLOOR GF 0000.0 19 1 i i I ' � I` � �I I,I', } �� 12 MIN. ABOVE PAD ELEV. R.�` '�"�"�` �D�D) N�1�D) 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 23 22 21 ��I1� , tiI ; �I�1II' �4` �� �' � � ROUND OFF TOP PF� PFFD Z AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 20 � ,Il�li � � ' � ;1 � L � � P/L � z z � DURING THE GRADING PHASE. FINISHED FLOOR FF 0000.0 �� 1 (� I,ij + I � � '� 14 !' � 5' 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. I`: I� III Z z 3 • � SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE -�S 1 �Q� '� 'off�� � � o ' �1� ~ o � WITH BACKFLOW. PREVENTION DEVICES PER. THE U.P.C. a� 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY � 14 SECTION AmwA MAX BEEN. CLEARED- OF WEEDS, DEBR•I•S., TOPSOIL, AND OTHER DELETERIOUS. MATERIAL. IF � FOR REAR YARD SLOPES GREATER R W STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THAN 5� IN VERTICAL HEIGHT A REGISTERED' CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER 11 TYPICAL SIDE YARD DRAINAGE APPROVE PLACEMENT OF FILL. 4e DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 1A WHERE: 18' MIN TO GARAGE DOOR AN 10 MIN TO BUILDING. ARE INSTALLED. PROTECTIVE MEASURES SHALL 8E IMPLEMENTED TO PROTECT ADJOINING UNIT TYPE/ELEVATION R s�9 6" MIN. VARIES *** VARIES *** 6" MIN. OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING �F 1 MIN. 1 ' T ' MIN. ENTRACES) MAY BE SETBACK A MIN OF 7 GRADING OPERATIONS. �-. �t �t DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE INVERT ELEVATION IE ��oo MUDSILL MIN. MIN. MUDSILL CORNER MEASURED ALONG THE PROPERTY LINE. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED BACKWATER VALVES 0g) FG � _ F� THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ( 1 .5) SHALL 8E SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH .4° • IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL '•'' ••.• SLOPES OVER 30' IN VERTICAL HEIGHT. FOOTING REQUIRED � 12" MIN. 12'� MIN. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING � OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 2% MIN. 2; 1 MqX, 6" TYP. 2% MIN. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 100 0 100 200 300 21% MAX. MIN. 21% MAX. ADJACENT LUVCE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUNDSHALL BE GIVEN. DROP DROP GARAGE O'X SCALE: 1 "=100' SECTION BvwB 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS �t 40 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 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. � VARIES *** P/L 18. EXSTING DAINGE COURSES SHAL NOIOBSTRUCTIONAOF FLOOD PLAINSLOR NATURAL CONTINUE TWATER CCOURSES TION RSHALL ING HBERPERMITTEDAINY �N� ASSESSORS PARCEL NUMBER: � ,�' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED I N THE F I ELD PRIOR TO PORTIONS OF 818-410-0040 0080 008,007 MUDSILL MIN. 6" MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INDEX MAP FG .v. EXTA 20. THE PUBLIC PERMITTEE USTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A CRIGHT-OF-WAY. LEGAL D E S C RIP TION SCALE: 1 " = 50' FOOTINGEPTHmw :se =PAD ELEV-FG BEING PORTIONS OF LOTS S AND 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 28 AS SHOWN ON A MAP OF 2: 1 MAX. � LOTS INCLUDED �� AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS WHERE NECESSARY DISCOVERED QURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL TRACT NO.29e39-2 FILED IN BOOK 345,PAGES THROUGH 19 12" MIN. 6'� MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. OF MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. 2% MIN. £ 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21% MAX. S'E C T�O N Cowc �' ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. SHE BASIS OF BNOTE 41 is it SEE TYPICAL SIDE YARD DRAINAGE N CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE DETAIL NOTES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 81'35"WEST 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD A9 SHOWN RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE ON A MAP OF TRACT NO.29286,M8 298!88-89. EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY 9 OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL 40' 37.5' 45' FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO � - DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT LO NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING n. THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING CONSTRUCTION NOTES & QUANTITY ESTIMATE 2M SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, NO. ITEM QUANTITY UNIT in p w THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR � � � 3 DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE (D LOT GRADING (15 LOTS x 50 C.Y. ) 700 CY r•� � p �' a BEEN APPROVED BY THE DIRECTOR OF PLANNING. �3 INSTALL 3" P.V.C. SCHED. 40 PER DETAIL ON SHEET 2 58 LF � r� � w � N 5 U O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD N0. 303 6 EA0- � � P�aNr��r�c� f DE91OM' � QONgTRlJCTION SOURCE OF TOPOGRAPHY OWNER / DEVELOPER O INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 6 EA Q INLAND AERIALLENNAR COMMUNITIES 6 CONSTRUCT 3' WIDE RIBBON GUTTER PER RG PLAN LD06-010 3 EA � 40810 COUNTY CENTER DRIVE711TaRl:INOTON AVE..STE.A 391 N.MAIN 3T.,SUITE 301 -TYPICAL FOOTPRINT RIVERSIDE,CA.92503 _j TEMECULA,CALIFORNIA 92691-4679 (951)687-4252 CORONA,CA 92880 G D N 9 t1 LTt Rl � E3 ,.s7s.8a42: . FAX-951-676.7FAX-951-676.7FAX-95FAX-951-676.724087�.� ■ wwwRBF.com SCALE: � =zo LD06469GR Q DATE OF PHOTOGRAPHY 08/20/04 (981)817-3600 J DESIGNED BY DRAWN BY CHECKED BY � CONSTRUCTION RECORD 'DATE- ­ BY REVISIONS DATE ACC'D BENCH MARK SCALE Q����SS��NBC BC EH RECOMMENDED BY: DATE: �I�3�dI CIT' �F �� � ��L� DEPARTMENT OF PUBLIC WORKS SHEET N0. Q 3112"DIAMETER ALUMINUM DISK,FLUSH IN 4 '(A� CONTRACTOR CONCRETE CURB STAMPED*RIVERSIDE COUNTY HORIZONTAL �� � �'� �y PLANS PREPARED UNDER THE SUPERVISION OF _ _ � BENCH MARKT-48-81 RESET 1997°EA3TERl.YOF � �' r � � - ACCEPTED BY: DATE: T_ .�� P PRECISE GRADING PLAN a THE CENTERLINE OF SR-79 AT THE �, �+ --� �'� �., �� 1 30UTHLA3TERLYCORNEROFTHEBRID(iEOVER AS NOTED w wo.60132 � <...a� DATE: s d � ��� - �"'���--�"�a�"�" `. EMERY PLACE TR-32436-F INSPECTOR BANTA CiERTRUDE8 CREEK;4.5'NORTHERLY OF �D• �/�/� 1. �'[ D I RECTOR F PUBLIC WORKS/CITY ENGINEER g a>'"' THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL f zz' � � JOHN D. TANNER .;�? ~, t PHASE 5 - LOTS 548 '- DA7E COMPLETED $���� fel !Y t�1���`�~ R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. � EXPIRES: 3 �`)�� ��aia`•198$.'�.`ao� a ELEVATION=1097.183' N/A f "9• n p° TITLE SHEET OF 3SHEETS � c +r� � w 10 IN p8- F • - --1 1 �► 41 000 10 2 0 ► 1.4� ver M o . 4 -Q1% 1 ''n o 1 X110' . � 110�'� I c 07,0 G5 TS Ilk 00 'o o ► jsr S A .420 ILA I? .� 4 0 [, ' 1, , ,,,,,, cr tr p4. ,�.° r,' ',� N � `� �,, . �� ' ,�� ,,, EXCLUSIVE USE EASEMENT a ��. '� � �^.,��»�`Y:. , /,/f,�/ /fir f r PER CC&R S 1 - 1 • 40 ', i �-'" `� . •.� e).4 111-w �A1N V a 92 `. a 1°oto r. •2 P � ,�,�� -n o j 3 QS 11`1 0 » cr -n a� .7 G � � 1�,� ,� pQ,•17 � . u QTS .tom ' °' e � � r 90 �n 9 � 1p. 2 * �.��w��;�h � � c� �► -�.�' � �' .0� ter'an PE 1 .1 <71 * - �*w 111 p Q�. � 2 Q o � 03 A0 �" 1 EXCLUS r V E iscC&R .� EASEMENT �' � ., o • ' 1 Q r' �.,c� 1• -�, ` 8,I% oldo6 CARrwa FF •� F MIN -- ��. 20 WIDE SEWER M1� iE 6e . Q .,por y-- = , N - a o�.EASEMENT TO EMWD TS 3% •-" AN oop- AO 's s Q U5 AVE US ' -�, NY "CC a EASEME .� i► ca oa F 3-1 s �• 20 WIDE WATER ` � -1 f --- ° y �- 3 . , �\ _ .� 2• -� _. 1�. EASEMENT TO RCWD PE 1106.8 a :110 • y.?.� m t -. • 5 ®1 r _ _._ _ _ 20' WIDE STORM DRAIN .�» •p ,, , 't -_ }:k �_ (D. WIN ,, _. � __.. EASEMENT TO CITY OF TEMECULA . { r o s _. <__A 03.47 oc 03,000 1.1 B 02 Z r TC TC RI 03.3 RIM 1.0r-,________,__,_ 1 2 04.15 r- -- --- ~�` - ; RIM 1 2.72 '` �y� F 8C o2.55 55 IDA ' .. (P03.47 3.93TC 2.0 3 c�w VG r l C 1 rf`� �� �. !. '' � � __ �-•,� c� � �� � � ___ TC C�_.._.�-.•_6� �f��_�� { � ��` �� '' � '� ` 03.8 .4 1 0 __.-�_�__.____�._ _ _ BC 1 1 � �� 0'4.07 .c-k _ �. e� cv '.8t) VON a2.48TV • • INSTALL • 03,9 3 p1. , '" FL OF P I PE 1/2 SIDEWALK REMOVABLE 04.9.FL �, �3 o ' �, �,/ %. ,�. W.gBrC ; O tits ABOVE GUTTER 6 PLUG M _ R o3.7" --� - (11M g »- tiw �` � t FLOWL I NE �.FL ` w1w --� ( �(�/" c i INVERT ELEV. R/W 4 PVC � ` � •� � 04r� � � �rl„/ L� � V /,• 4 � A �. 03.4 �' ti`s 'n? o PER PLAN • � `, 05»1 FC1 `�' F 4 -� �. S , " U3.o C`�l -Rom I 4w oh 4S5 . /, .�. - rr• n 'a4 .. '• 'r 04.2 FG •,� T_ t 4.� N 04 r 2FC3 . 4. -� 1 � d ryr • t $ i (n Q 1 � � :, • • .2 MsM 03. E2 F ...... r j, ftf .. ,.._ (� J r ) Ili• y ti . .7 f�•r .31 (��I- �n o� 00 13.9 I 11.0 \ o �n to c� , N 4.23 7 O l-- M d� h d�� �pE11 • r- �� tn �: Ln . • 1 .3 S + k Ln Q6.4 c� I M► ;� • �� 'o 4.39 Iz INV ELEV PER PLAN c J1%A � �' 11 ,�.,,� : � CURB & GUTTER W) 1 I • a MIN 4"x4"x4" TEE • ' FF =11Q6. ! c + ` I . . 02 � � 3x4 REDUCER N 3" MIN PVC (SCHEDULE 40 FF �-1106.32 � ,.. L )pE � 10 1a r 1 P� � 14v 1 a .�. FF �1 o 5.4 Q 105.12 10' �. PE 11 0 11 . , 05• -. _. 04 7 � z • . 103.8 ELEVATION Q cn ; Qm ,�» 04 E 1 F"0 05.3 '� • 03.1 Fa 4.1 _ r 03.8 I r 8 z TS Ln -0 . 04.2 FIG t �.' 05,4 �" 1•ox MIN 0 0X 04» � 1 r o I N 03.a E w VE .�.: .. 7' 05.1 �" .' 4 ,� ! z G 03.6 ..,. �' w xCl.-1,}S� S . � �'�w G4. 0 - 1.7� - ++ P CC •°- . ~.:; --. _;�...,, -�- �� -� q- ! . • 1 1 ,/�/ 1 1.4 MIN \, '^'•� y"`-�.. ..`..`.,'. .`"w".',w •w `.,'\ V3 j /{,.A • rtyw ♦4 cwt'`^''.�•'!; •w,�'`-■ `+`''' .M t'w-w,"0``1 •.,ti`wr - "b.w • •� � r � �I .- ~ .w_. .. '.. G 44,3 03 8 1 1/2" MIN. OVER•8 R 3• FL I c� 05i r 17FS 03.84 1 .9 2 1 F 1 o0. r13 r � 1,R.. 3 15 7 7� n o op i Y _ - , L.4. ') r 43F • �3.68 s ��,,�/�/ r 1 • • U111 • • . H - w - y i 2 STEP08.0 FG 'T ,w we 1 �rj Y v 93 o• ♦ �. i • r L ` " to Ito 73 - ca EVA 2 a " - Cq EOP �- i 1 2 ,8 04.151"S .. 10' .. . .7F ,n 3. 5.13�F5 '� 2.0X `. .. r 2 881~5 wM 9 c Ln 12 04. q cti F"0 h!1 1 4. M ! w R �y Q n SECTION A -A < �1o6r4 •V2 -0 5.78E �� �11V7rV2 f �•o � r 2 nA QE � FF �1107.02 F5 �? • S PE = 1Qg. 1 �= I . .0 5.22 I � � PE 11 Q6.1 "�' a e -- . FF 31105.7 F 4 c Z �. MIN _ 2 F PE = 1104.8 S `I , a_ ' 2 �-TIMM 8 FF 311 05-72 w h f �..,� _.,.__ a�� `+r PV) 08 r 1 FIG 04.8 ( E 5 05.8 F _ tun) ., I,.,, � ) ._- �= -_ 'C--•, U 5 0 1.D� MIN 05 4 F( 4 -- -- 4 FQ =. M D4 $ 20 0 20 40 . _ • 05»1 -� � ; z � - 05.8 -: w 4 05.3 -� .C Fa �..... 9"�•1 t-- _ FL 44` 06.1 FL = ,,.� „� 04.2 FG -. ....,1C 31 03 �. . ,.� Q8.1 .3 ~ �- � SCALE: =20 FG F 03.52 04 _ CONSTRUCTION NOTES 7.1 � • - •0 o F0 0 07.1 -Ts FL, �, Q 0 05'8 ��" 0 97.29 3 INSTALL 3" P.V.C. SCHED. 40 PER DETAIL ON SHEET 2 FGo 'L c� T 05.8 � - - -- -- - - - - - - - -- - -- -- 4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT >' PLANNING ■ DES113N r CONSTRUCTION -- -- 5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET a R W ~ 40814 COUNTY CENTER DRNE �( �,•,�}s�,VE �sE Q TEMECULA,CALIFORNIA 92591--4079 CCScR ASEMENYN � N S U LT I N 1 _j 951.076.8042 ■ FAX 951.676.7240 • www.RBF.com C 0LD064619GR a ' BENCH MARK DESIGNED BY DRAWN BY CHECKED BY _ SHEET NO. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D O SCALE �4���groy RECOMMENDED BY: DATE. 312 '� DEPARTMENT OF PUBLIC WORKS �. � BC BC EH � LA 3112"'DIAMETER ALUMINUM DISK,FLUSH IN MANN Q0 CONCRETE CURB STAMPED RIVERSIDE COUNTY HORIZONTAL ,�, 0, PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH MARK T46-81 RESET 1997"EASTERLY OF cam, '�,,•� �'" PRECISE � �s ACCEPTED BY: DATE. � ° � T- THE CENTERLINE OF SR-79 AT THE rn ��`� �� AS NOTED `�' No. r*�r � � � � r te ► �� � SOUTHEASTERLY CORNER OF THE BRIDGE OVER Z" DATE. ..,..:.,-:. EMERY P TR-,32436-,F � INSPECTOR SANTA GERTRUDE$CREEK;4.5'NORTHERLY OF Exp. C8/30/06WORKS/CITYY - � �" JOHN D. TANNER DIRECT OF PUBLIC ENGINEER THE SOUTHERLY SIDE OF THE CONCRETE PHASE 6 LOTS 648 VERTICAL J" �, " ''�� ,' :..::...... a SIDEWALK. 1 y dr .. Q- DATE COMPLETED .� q R.C.E. NO. 6032 EXPIRES: 06/30/08 R.C.E. NQ. EXPIRES: ��N , �� ELEVATION 097► $ WALE AND DRAIN DESIGN OF SHEETS N/A 4F ch .......................... ry 9 � a0 30.,oil IN 11111 1 oa 1$•1 .o v. f vv 12 SCq 12 w C . y 1�r ~ ." 1105•�$ r 108 `�� � p aF _1 .Q EXCLUS I VE USE F� 1a6 �► • ASEMENT PER CC&R S OF_11d5low 3 - F $ 0 Vill pC ��:• ,� 15• � + S • 0 r rj P ¢ 916 40 ....- °' '. 0) USE US I V U CCg� 5 �, :t EASE PER _r =ao cj4 f EA . 11pr. 4' k ,;e r A 7.4 ilk .ice y.a•a> y 'TA rt �' a� i y a.9 E -�: 21 s�vE USE ExC�.0 C s EASEMENT �� w 1 31 r 2 PE = 1106.8 �; 1105•04 + �- 4 4 ,- g 4 ?- . At 24' ACCESS EASEMENT EOPs 3 Selo- -as- s EO o \ 8.5 GUTTER 8.5 _. 00- - 38 12 2' 10' 10' 2 o PAD 2.0% * 2.0% * PAD a RIBBON GUTTER PER ALLEY PAVING PER C - R.G. PLAN LD05-031GR R.G. PLAN LD05-031GR 12 40 .. E 1�'niON A-A o f 1 NTS *NOTE: X-SLOPE VARIES AT DRIVEWAY APPROACH a �0 .6QPER ROUGH GRADING PLAN L006-010 ` / 1 " 3 / 62.9n' urs / _j Olt .. 6., 0 to *NOTE. BERM WILL BE REMOVED DURING PRECISE �l�� `��• - ` -- 3.62 GRADING AND SIDEWALK SLOPED TO DRAIN TOWARDS PAD 4.9 4.9 ,�f " ,� 9 12. n \ 3 co 5) M E "- + 1g" 1g" STREET SECTIONCL 00 (TYP) r �-• . '�" oD 00 - 1 00 12 3/8 / Ln �'E 1106.4 � � 20 M r� � 3/4ail viiii8 6 " x b V- I - T� .. f it ■x 2 f r FF 106.32 P = 11 a5. 1 2 1105. 12 E � 110 .4 FF m- s r ,. :, PE = 11174.2 1104.72 5 f 3 2 PE 1103.8 cn .2 12 " 9.7 ,S't BASE PER SOILS REPORT ao g 7 , a " � ��_.. 6 1. 18 �" f A 1 � USAN U �..��. -. K 2•$3 1 EXCL 5 r- .f37' 17 - s~ A,EME Nj PEI CC&R 4. 7 rV 62.83' ncv _. ...- 62-84' c`, 37.88' `j 6 1 .., •�- 77.37' ,-- 5 3. 17 3' RIBNU0 39 f a,.. N 35.27 0 2 .S f �, 1.17 N N. T.S. II ::. N �n PER ROUGH GRADING PLAN L006-010 f a CL db 0 .,. r •t., v-� Q a$ •___. w Ln PE 1106.4 _ FF =1 p7.02 :- FF1107.02 PE 1106.1 A n z � PE 1106. 1 r FF =1105.72 PE 1104.8 16.20 CL } = 05.72 _. 9.69+ PE 1104.8 a -H .• �+ .20 it' ......' .... A :.. M - r :.. �. 62.92 '~ 62.84r .-- :;:: .- 'fir 62`882 cq r- .-- � �` Q 38-94 Of PE_ANNINQ DESION' CONSTRUCTION � � � _j 0 USE Q 49810 COUNTY CENTER DRIVE Ex��Us j VE �� D J TEMECULA,CALIFORNIA 92591-4679 CSR SEMENY PER C©N 8 U LT I N Q. 95t676.8042 FAX%t W..6.7240 www.RBF.com EA o LD06469GRp Q C� - 'DATE " BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DI�L�►1NM� �Y CHECKED BY � SHEET N0. � CCHSTRUCTION RECORD SCALE �� � Id RECOMMENDED BY: DATE. ' CITY DEPARTMENT OF PUBLIC WORKS Q H' BC EH E �- ALUMINUM DISK FLUSH IN TEMECULA BC 3112 DIAMETER r T ANN �iQ o CONCRETE CURB STAMPED RIVERSIDE COUNTYHORIZONTAL ,r,w �. PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH MARK T-�4�-81 RESET 1997 EASTERLY oto c,, •�' ��-_--- �- .- - .'�` 7 07 of T Ln sill ,� � ACCEPTED BY. DATE. �� c� PRECISE C RADING PLAN . THE CENTERLINE OF SR-79 AT THE AS NOTED `o Nt�.�i�132 � SOUTHEASTERLY CORNER OF THE BRIDGE OVER rn p "4�"" Abe•` °Mr - � �� DATE. ..ti.;::..- t-�:: EMERY PLACE TR-32436-,F Q INSPECTOR • NORTHERLY OF Exp• Oe/30/08 D WORKS/CITY ENG I NEER I RECTO OF PUBLICSANTA GERTRUDESCREEK,4.5 NORT E �[ � JOHN D. TAN ER THE SOUTHERLY SIDE OF THE CONCRETE ;, PHASE 6 � LOTS 548 SIDEWALK. VERTICAL � el Y 1�► '``�' ,' 3151 d DATE COMPLETED, l�` 0 NO. 60132 06/30/08 r 19e� a- ELEVATION�1097.1GY 1� R.C.E. EXPIRES: R.C.E. N0. EXPIRES: �f° * N�°��'° HORIZONTAL CONTROL OF 3 SHEETS77 � N/A 0�` C A�.