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HomeMy WebLinkAboutTract Map 31053-2 Lot 1-6 Precise Grading NNOTESGRADI G 15 215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION [7= 7r N & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE N� Tract No . 31053 2 CHAR S 0 STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. recise Gra ding P1 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A h 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 15 A MINIMUM OF 3 FEET. Models 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR ALONG THE TOP OF ALL GRADED I orni R PROVIDE GRADED BERMS te of ~ STORM FLOWS 0 In City of Temecul SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS `�' TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND - - - 17- 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL �� -- a sIDEWAtK. a 0000.00 v v ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY I TOP OF CUR � I �� �' � X v - --- Q - --- Q X THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC I ABERDEEN N o I COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE I _^ �pq I o I I _ _ I � I _ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S / O po�o� _ W I N OF COMPLETION OF ROUGH / J � 1 �. '� t.-TCL � ::fTC_ PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATIO HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �/ ---- a - I 2' MIN CURB / � _ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG 4k SEE NOTE RIGHT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. NOTE: CONSTRUCT CONTIUOUS DRIVE SURFACE FS `- PLAN VIEW APPROACH WHERE,CURB CURB LENGTH VICINITY MAP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED / IS LESS THAN 2 . SEE 0 N E FOOT. NTS CONTINUOUS DRIVE APPROACH 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG \ CT 30 2 B N 2' MIN CURB BELOW NOT TO SCALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 5/12/04. j - SEE NOTE RIGHT TOP OF FOOTING TF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ` � PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN `41 9 z TOP OF WALL TWO'cp � Q TYPICAL PDH POINT 2' MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ,Qo TYPICAL CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. I DEPRESSION �' 1 �' DEPRESSION V RO,' \ PER CITY'S >- o w r FENCING TOP OF SLOPE TS O \ 4 I STANDARD 0 3� °ry PER R 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 \ 5 B t I ` DRAINAGE FROM HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 \�\ ea Z I SECTION X-XIt I ADJACENT LOT PER THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 7 Q�'�, -- , I� NTS A CC&R AGREEMENT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 5 gym. owl ** * ' , _ DRIVEWAY SEPARATION DETAIL B BN 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 � � \ �� r ACT �� \� 16 IIQIED) !A IES MILD) AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY ,�$ \ v VARIES ARI C DURING THE GRADING PHASE. WATER SERVICE --� �� � �� - �GE� �f 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 14 is \ Z r `\ \ � `R p ( 1 CONTINUOUS DRIVE APPROACH WALL/ . F _ PAD *** FENCING PAD WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE �� ` 87 \ - IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ 12 10 �� \ \ � BETWEEN \ CENTER BAND z FF VARIES � SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY ��� � SS \ � \ \ DRIVEWAYS---ft- 12. RIVEWAYS 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS i i 9� **** DRAINAG7 FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE _ i �4 �� \ 30fiE ` ? CC&R A EADJACENT �MENTR STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN gg f ) -� - - v SIDEWALK - MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER1 i - a . - - a - z N7 � � A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL \ i � - - � o 'ox APPROVE PLACEMENT OF FILL. 1780 ss � a2 UNIT TYPE/ELEVATION 27 31 - �� SCORLIJNE R DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR s" TYP. 13. TEMPORARY D 0 BORDER ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE za P�� -Tc Tc TYPICAL SIDE YARD DRAINAGE GRADING OPERATIONS. zv � BACKWATER VALVES BW G o � � a Q � * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. i � C-0 _Il� = WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH �.q 1 r' 31: W 3 W 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. 15. STABILITY0 3m (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE X I I �-� ERTY LINE. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL `� \ PLAN VIEW - �f- VARIABLE RNER MSIDE UYARD RED ALONG THE OPSETBACKS MAYBE PERMITTED PROVIDED SLOPES OVER 30 IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING \�� NTS THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION N i 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -O.X' \ \ CONTINUOUS DRIVE APPROACH 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 DROP GARAGE ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL A D TRACT GROUND SHALL BE GIVEN. � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ON E SIDE. 29639-20. �`, 0. BACK OF 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 NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE CONSTRUCTION NOTES & QUANTITY ESTIMATE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1 " = 100' FS PER R 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO. ITEM QUANTITY UNIT 2.o%2.0� MAX PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. LOTS INCLUDED 3' MIN. 3' MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. O LOT GRADING (4 LOTS x 50 C.Y. 200 CY �_______________� 0.5� MIN MUDSILL MIN. MIN. MUDSILL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO INSTALL 3" PVC SCHEDULE 40 95 LF 1 FS PER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. O SILL 6" ABOVE FG FG INSTALL 4" P.V.C. SCHED. 40 PLAN 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A Q 5s LF PER PLAN GARAGE FLOOR - _= '+ E 5.0% MAX PUBLIC RIGHT-OF-WAY. 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB/PATI 0 PER DETAIL ON SHEET 2 9 EA 0.5 N " a O 12 MIN. 12 MIN. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INSTALL s" GRATE PER NDS No. 40 OR EQUIVALENT 3 EA 0 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. O INSTALL CLEANOUT 3 EA 20% MAX. MIN. 20% MAX. w PAINT SOLID BLUE HANICAP SYMBOL 1 EA SECTION 13-1322. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ~ 9 PAINT SOLID BLUE HANDICAP STRIPE o 2' O.C. 160 SF 35 40 40 6" MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES U O STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE MUDSILL CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE PAINT 4" SOLID WHITE PARKING LANE 120 LF 10 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN GARAGE AREAS VARIES *** R 3: " R 17 �5 GARAGE FLOOR SILL IS 6" MIN 3' MIN. 1' 11 CONSTRUCT 3 AC OVER NATIVE SOIL OR AS REQ'D BY SOILS ENGINEER 4130 SF � __ ABOVE GARAGE O r 192 218 MUDSILL MIN. " WALK PER C.O.T. STD. NO. 401 SF c0 „ FLOOR SLAB 6" MIN. ca 12 CONSTRUCT 4 CONCRETE SIDE622 ,n r7 � � O � co FG � GROSS A 13 INSTALL WHEEL STOPS 8 EA GARAGE DETAIL EXTRA DEPTH = 14 PAINT "NO PARKING" WITH 12" IN HEIGHT LETTERS VISIBLE TO PARKING ENF. 1 Eq � W LOTS 1 -4 0.555 ACRES FOOTING o O15 PAINT 4" SOLID WHITE PED. CROSSING STR I PES • 2' O.C. 200 SF 36' =PAD ELEV-FG 2:1 MAX. 16 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 3 Eq 1 2" MIN. ABOVE PAD ELEV. WHERE NECESSARY 12" MIN. 6 MIN. Z Q 17 DECORATIVE HARDSCAPE IN COMPLIANCE WITH ADA SPECS. 58 SF TYPICAL FOOTPRINT ROUND OFF TOP 2% MIN. I 18 INSTALL REDWOOD HEADER 120 LF SCALE: 1" = 40' 20% MAX. ECTION C-C S �7 V L' 0 5 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES LLJU R LD05-118GR UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER ALERT PLANNING ■ DESIGN ■ CC]N$TRLJCTION � BUILDING AND SAFETY ANALYTICAL PHOTOGRAMMETR I C SURVEYS INC. MER I TAGE HOMESBASIS OF NOTE0 z 647 N. MAIN STREET, SUITE 1A 19600 FAIRCHILD ROAD, SUITE 100REVIEWED FOR COMPLIANCE WITH m SECTION A-ACATOLL FREE 40M CORM CENTER©RIVE,SLUE 100 RIVERSIDE, CA. 92501 IRVINE, CA 92615-2510 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST TITLE 24 DISABLED ACCESSIBILITY ONLY 1 -800-422-4133 ■ TEMECULA,CALFOFOMA 92591-so22 (909) 686-5103 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER � 951.67s.�042■ FAX www.RBF.com (949)250-6600 THAN 5' IN VERTICAL HEIGHT CONSULTING DATE OF PHOTOGRAPHY 8/5/98 ON A MAP OF TRACT NO. 29286, MB 298/86-89. APPROVED BY: NAME jV DTE Z TWO WORKING DAYS BEFORE YOU DIG DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS SCALE Q�OFESSjo* RECOMMENDED BY: DATE: �b5 CITY OF T DEPARTMENT OF PUBLIC WORKS o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O O• JDT AMC JDT CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� a, Plans Prepared Under The Supervision Of n CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" � � rr. z ACCEPTED BY: DATE: c PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60132 � �? ( Q RONALD J. P ARKS TRACT 310 53-2 CHARLESTON A T H A R VE S T O N THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 15/30 j� Date: DEPUTY DIRECTOR OF PUBLIC WORKS ' < INSPECTOR OVER SANTA GERTRUDES CREEK; 4.5' MODELS: LOTS 1-6 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jl, Cr l` �ti� Q��N D. TANNER III o CONCRETE SIDEWALK. 'jf' 0� 60132 Expires 06-30.06 R R.C C.E E. No. 19744 Expires 09-30-07 f DATE COMPLETED E R.C.E. No. fa - -198a- ELEVATION = 1097.163' N/A OF C k�1SHEET 1 OF3', i LTJ r p � _ CONSTRUCTION NOTES Q2 INSTALL 3" PVC SCHEDULE 40 �3 INSTALL 4" PVC SCHEDULE 40 Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET O INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT i c INSTALL CLEANOUT 8 I 8 PAINT SOLID BLUE HANICAP PAR I,QT 0 3 KING SYMBOL �FG_2 1 -,1 � i I FG 101-30 2x I Q PAINT 4" SOLID BLUE HAND I AP STRIPE 0 2' O.C. 02.91o 2% 10 PAINT 4" SOLID WHITE PARKING LANE FS ,? 101-� •w' \ r 11 CONSTRUCT 3" A.C. OVER NATIVE SOIL OR AS REQ'D BY SOILS ENGINEER 101.7, 1 8 01.93 2: 1 �,`g5 ..` 101.7 F� � � � c- '� rk F Z F F ` FG r 1,g I 02 74 02.81 .- �. r o0 1 S o �. 01 8� low \ 12 CONSTRUCT 4 CONCRETE SIDEWALK PER C.O.T. STD. 401 (2% MAX CROSS-SLOPE) j 1 N Fs Fs `z 4 z S->J� .. 0 1.87 FS 77 1• MrN, 01 19 IE 4 s -' �9 \ I 13 INSTALL WHEEL STOPS (TYP. ) E 001-01.3 � � ` 0 13 2 z JE 4 01.7 18 11 ® 1 0� ,� FG o z ® 1 M1iN• Es, \ I I 14 PAINT "NO PARKING" WITH 12" IN HEIGHT LETTERS VISIBLE TO PARKING ENFORCEMENT / 7. 01_ 4 gam, ' o 01 1 2 �o \ " � F0 01.97 FS z 01 I sip 4 , �s �+�y \ ® 1 0� 2 I 15 PAINT 4 SOLID WHITE PEDEST. CROSSING STRIPE ® 2 O.C. �� �, _M.0 05 c•7 4 Sip N E 17 DECORATIVE HARDSCAPE IN COMPLIANCE WITH ADA SPECIFICATIONS •� � N- CR ® � 0 97• F`' \ I FF=1102.3 " '1101. FS 0 0 1.7 7, INSTALL REDWOOD HEADER PE=1101.7 �.1 � �- � I 6 5 4" N MI z �• FS, NOTE. SEE SHEET 3 FOR I'VE _ 11102.3 1102 \ '` 01 97 �, 01"s ; `` BL , "-� '`• �. 01�'` \ I 1 HORIZONTAL CONTROL DATA 00 0 ED L0 FF=1102.3 92CY% Ts ?s \ r �_ 01.2 02.25 1• Zo' �'$ S E1'S F L'l_o PE= .7 $ 'L• g y I FS -ii-IN- 11 $ ® 0 33' 2 o GFS 1�1 7 LL " ti�~14%/If �G A R O�S1 013 �9 02.30 02 S - _, ►� rr STEP a � • 1° - I Tc % S "1 -8 `n cn a cv 01 97 C�o, FF-1102.1 �, FS � F 9 i G .9 .6 ® o 0.1 FS M �' O PE=1101.5 � 15 �•o3 v ,� �o ; 0 4 I a� 8 S-G8 FS 1 •52 +e .� ' ^ .' - O,• , j0 FG �. 12 01.94 1 1 F NI F $ai 16 0 . S F`a S t �`� �' FS S GB ti• O � 0 02.05 FS-GB 01.87 F 1 z 1-2X .8 F`a Or °1•� 5I FS 1201' SSB .poe �� cn 45 M`•Z``- 6 � a � -30 FS '� F �• ��` `L' 02.05 1•� Ak ? �O S cr g asFS $_ ® o �+ 11 ,�Oj r•� 01.89 1.75 a 1.77 w 1 - ss. 02.0 F FS-�e 11 FS ` `�'4r'' °� ® `s 1 Off' `F 10 780 �.o X FGz �,r 16 co S o $ •�O^ 3 CL I MIN. 01.72 �� N �lyi rF FS-GB $ o� 'n 0'L cT R W �,. j ~ '�n ode~ FF=1102.1 5 5• / 3> INSTALL �►$ as �+ `V �ry`\' o"� 5� C3 �� PE=1101.5 » REMOVABLE �' ^' �,®S'�o,�o,' n; ,� F FL OF PIPE 1/2 6„ SIDEWALK PUE PLUG WHERE 16 v ® ro \ 0 4 ABOVE GUTTER INDICATED / `� 'n ��, o�' S� ` k G' ��1• FLOWL I NE 1 I ON PLANS �h FG' 0 ro� \ "'- 0, INVERT ELEV. A •;ry •� a,LL_ A. �, g9. o �,F N, PER PLAN J 2% Q. 01 FS O� 1 ,� a CV alt - 1. '1 .._ PVC �o _ 1 1 1 4 G 2 WHERE .Ox 1 � INDICATED ON PLANS T +' �'4 1" AV AR PER - `r D PRy __- ---_ -- �' ------------ _ INV ELEV PER PLAN _. P CURB do GUTTER ..:.. - _- I LD03-105CO 4 x 4 x 4 TEE - _ 3"x4" REDUCER 3" MIN PVC SCHEDULE 40 -"--� . ) 2 --6" FH PES IP _ -- --- - -- ---- 13' 0 2.0% UNLESS NOTED ON PLANS LD03-106C - _ --- ELEVATION r� __- --19 _-- __ - FH PtR-I P SNR -- \__ _. - __ l •9j 1_p03-105C0 - --- - SSR -- _ INSTALL POLYETHYLENE ` `/ 2* _ v 6 F COIP E PLASTIC JOINT MATERIAL \ 1099• _-- GE "QUICK JOINT" OR EQUAL RI 8 __.. N p�-P PGE.._---" r ��� 00 1 1/2" MIN. COVER-1 _ _ - 1GP p�- U • _ -__=_ 98. � 1" AV/AR PER o 1 1� 6 IP LD03-155CO pk co Zr•. _ti= _ cn 9 1" AV/AR PER 0 g � o IP LD03-105CO 0 \ Q $ECTIONN N 4 RIVATE DRAIN THROUGH reURB DETAI o n N V II U) J W J 0 U L L Z Q N I M LO 0 M w UNDERGROUND SERVICE 20 0 20 40 60 LD05-118G R 0 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BUILDING AND SAFETY � Z CALL TOLL FREE 40M CENTER owvE 1oa GRAPHIC SCALE REVIEWED FOR COMPLIANCE WITH CCUNTY1 -800-422-4133 TEMECULA,CALIFORNIA 92SM-6022 TITLE 24 DISABLED ACCESSIBILITY ONLY � CONSULTING 951.676.8042■ FAX 951676.7240 ■ www.RBF.com APPROVED BY. (;5i�r TWO WORKING DAYS BEFORE YOU DIG NAME DA o Z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE OFESSJp DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. Cl �� f, JDT AMC JDT RECOMMENDED BY: DATE: 9 z las CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS 0 3 112" DIAMETER ALUMINUM DISK, FLUSH IN �O Y/1�yyn CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,��� ►� f, tea, Plans Prepared Under The Supervision Of _- COUNTY BENCH MARK T-46-81 RESET 1997 o rr 9.r o� z r A p - CCEPTED BY. DATE. ! PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT c,d c► INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.60 - �? Exp. 6/3%6 - Date: �� Os RONALD J. PARKS TRACT 31053-2 CHARLESTON AT HARVE T OVER SANTA GERTRUDES CREEK; 4.5 � � (JA D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKSoS ON NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jr CIVIV �tia T MODELS: LOTS 1-6 DATE COMPLETED CONCRETE SIDEWAELEVATION = 1097.1fi3' N A 'lF OF `�F�� R.C C.E E. No. 60132 Expires 06-30-06 R R.C C.E E. No. 19744 Expires 09-30-07 ,r ---198 o a CA ' ;. ,o SWALE DESIGN SHEET 2 OF 3 i z 92.96' � :� LOT 38 I CONSTRUCTION NOTES 4 2 55 �9 I 14' 23 16 CONSTRUCT RESIDENTIAL DWY. APPROACH PER C.O.T. STD. 207 AND • 5 39 �- \ DETAIL ON SHEET 1 50.16 66 NOTE: SEE SHEET 2 FOR 61 16 — w \ SWALE DESIGN g 2� cb I x'59 \ " Z 05 CR •Q FF=1102.3 o" PE=1101.7 9. `r- s PE = 1102.3 BL �h ao \ PE = 1102.3 dp' o� FF=1102.3 �� 92 \ 9 rIPE=1101.7 N \!�R h1 I 4 ' FF=1102.1 1 PE=1101 .5 I Ir t3r' \ w .85' .' LP �o1` � w, o 00 PE - ► t ry �'S , FF=1102.1 3 �Btk PE=1101 .5 _ o "? o \ `�` 2.76' Ik S. Ops, -56 -INN 3 1c - - �6 Gt, GC1� v1�'`y y �l► 6-�9 - 9�`+l►� f Q) DO RPG - - - _ - _ - -_- ---- �- _ - ---__------ _- -_-_ _ ____- _-_ o __ _- N� NZE F GL a _ LO In o to 0 0 U C N F�� 3 D Q 0 U CD c/ d n r V) J w 0 a z a N 20 0 20 40 60 Ln 0 GRAPHIC SCALE LD05-118G R 0 UNDERGROUND SERVICE a ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BUILDING AND SAFETYz 0 REVIEWED FOR COMPLIANCE WITH < CALL TOLL FREE 40M COUNTY C8 rER DFWE,SUS 100 TITLE 24 DISABLED ACCESSIBILITY ONLY � 1 -800-422-4133 ■ ' ' TEMECULA,CALIFORNIA 92591-6022 0 CONSULTING 951.676.9042■ FAX 951.676.7240 ■ www_RBF.corn APPROVED BY: NAME DAlf z TWO WORKING DAYS BEFORE YOU DIG a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ro�Q�ESSjO DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o �'�! JDT AMC JDT RECOMMENDED BY: DATE. a� CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN t�� T CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL '�� �f f- ,A I CONTRACTOR .� � Plans Prepared Under The Supervision Of �L � COUNTY BENCH MARK T-46-81 RESET 1997" '.. W ACCEPTED BY: DATE: 9 Z t '�'� o� �' �, PRECISE GRADING PLANrn o EASTERLY OF THE CENTERLINE OF SR-79 ATAS NOTED w ' No.60132 r" QS RONALD J. PARKS -- n THE SOUTHEASTERLY CORNER OF THE BRIDGE � • a � Date: F PUBLIC WORKS a __ TRACT 310 53-2, CHARLESTON A T H A R VE S T O N INSPECTOR P / / DEPUTY DIRECTOR0 OVER SANTA GERTRUDES CREEK; 4.5 �. JO D. TANNER III Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jr C j V It �ti MODELS' LOTS 1-6 Q DATE COMPLETED CONCRETE SIDEWALK. 'l Q� 06-30-06 09-30---07 'rf -198a= HORIZONTAL R I Z 0 N T A L CONTROL DATA a ELEVATION = 1097. 163' N/A F OF C A`1E R.C.E. No. 60132 Expires R R.C C.E E. No. 19744 Expires ,1, , SHEET 3 OF 3 i