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HomeMy WebLinkAboutTract Map 30668-2 Lot 3-6 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA ""'■""' BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, Tract No . 30668 2 AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES 215 GENERAL PERMIT FOR CONSTRUCTION ACTIVIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Model Ph se DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A , 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. recise r din I n 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 9 A 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 15y STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED City of In Temecula te of a lif ornia SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS � TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL L EGEND H,�p ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 wY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB -- TC - COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE FL � 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 W GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. „ � 2 3 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS = 4 ONE FOOT. I W 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG Y VICINITY MAP PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 1/29/04. qC TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF J � NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 000 -� RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. \ HIGH POINT GARAGE FLOOR GF 0000.0 SAR SOTA AHE t5 A PAD V. -0.1' MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 13 R HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE , I ,� ? z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . A FINISHED FLOOR FF 0000.0 s 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION I ( ARIES 5.TVPTVP Om /�r"/'� 11 I I%l%•l;r�, ,, ;' I/Ir'�/lr'i r ,. r/ J/ �1I' /,' \ I M TV. AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SERVICE W / /''r" l//'r r�, " ''' ' //' ''/ B B DURING THE GRADING PHASE. �� LOTr' /�' /%;;' 31 1 I VARIES RIE SC SEWER SERVICES r '!''% �' ,'r/l l', 1 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE GROUNDCOVER' TREES SHRUBS �� OR A COMBINATION THEREOF /�/''' s // Jr ''' ' l'' 3 7 I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. DRIVEWAY / %!f I I PAD * PAD SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS _ FF VA IES FF W I TH BACKFLOW PREVENT I ON DEV I CES PER THE U.P.C. ,! 'i�I�/�//;/�� /� ' , �' /,,'/i/ 'l' ,�/ SLOPE � �'% /r�� / �;-., �// r, � � � /i:r�' r,;'I r // � �, / , ; ;// /;, /,firX r/ �r� 3 0bt 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF LOT NUMBER SHEET 2 v S I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. r � A / 7-V ? A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL UNIT TYPE ELEVATION / ( z I APPROVE PLACEMENT OF FILL. R s 9 10 o f 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES INVERT ELEVATION IE / Af ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �� g R W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BVALVES 09)GRADING OPERATIONS. ACKWATER �- TYPICAL SIDE YARD DRAINAGE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. _ DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ENHANCED ELEVATION TYPE EH 28 WHERE: 18' MIN TO GARAGE DOOR 10' MIN TO BUILDING AND 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS �' ' 1 .5 SHALL BE SUBMITTED T THE PUBLIC RK AMOUNT OF EXTRA DEPTH � 40 / /,V 10 7 MIN TO PATIOS, PORCHES, AND ENTRANCES. ( ) 0 E BLIC WO S DEPARTMENT BY A REGISTERED X ` DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED O 0 CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR SLOPES OVER 30 IN VERTICAL HEIGHT_ 1$ � ` TO THE HOUSE. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING 2 7 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 17 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 ADA PATH OF TRAVEL -- - 16 _ / 1 1 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP 1 IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A GROUND SHALL BE GIVEN. O.X 26 / MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP GARAGE ^� 14 13 12 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES SCALE: 1 " = 50' PERMIT FOR CONSTURCT I ON ACTIVITIES, IF APPLICABLE. CONSTRUCTION NOTES OUANTITY ESTIMATE R „ VARIES*** VARIES** " 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. _ 6 MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO. ITEM QUANTITY UNIT :»�� / LOTS INCLUDED 6 MIN 3' MIN. 1 ' 1 ' 3' MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO �1 LOT GRADING (4 LOTS x 50 C.Y.) 200 CY MUDS I LL MIN. MIN. MUDS I LL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INSTALL 4" P.V.C. SCHED. 40 315 LF 6" MIN. SILL 6" ABOVE FG AFG _ 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A MUDS ILL GARAGE FLOOR INSTALL 6 O3 " GRATE PER NDS NO. 40 OR EQUIVALENT 14 EA I N GARAGE AREAS PUBLIC RIGHT-OF-WAY. .,.. 4 INSTALL 3" PVC SCHEDULE 40 39 LF GARAGE FLOOR _ SILL IS fi" M I N 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT Q -- ~- T ABOVE GARAGE 12" MIN. 12" MIN. AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 3 EA T FLOOR SLAB DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL Q 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Qfi INSTALL WHEEL STOPS 4 EA 41 ' 21 MAX. MIN. 21 X MAX. E 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE " GARAGE DETAIL AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF PAINT 4 SOLID BLUE HANDICAP STRIPE O 2 0.C. 250 SF 3 fi 3 SECTION B 66 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULAT I ONS. THE 8 INSTALL 2"x4" REDWOOD HEADER o CONTRACTOR/OWNER/DEVELOPER/ IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE Q 205 LF 2 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 9 CONSTRUCT CONCRETE SIDEWALK (2% MAX. CROSS-SLOPE) 456 SF _ $ Q $ M . 00 10 PAINT SOLID BLUE HANDICAP PARKING SYMBOL >_ 1 EA � `O VAR I ES *** P L o ASSESSORS P NUM E R S: G 12" MIN. ABOVE PAD ELEV. 0 916-170-007 CONSTRUCT 3 A.C. OVER NATIVE SOIL 2,194 SF 31 MIN. 1 12 PAINT 4" SOLID WHITE PARKING LANE 36 LF ROUND OFF TOP MUDSILL MIN. 6" MIN, o 1 PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING VISIBLY LOCATED P/L FG o TO TRAFFIC ENFORCEMENT (SEC 1129B.3) 1 EA 5' EXTRA DEPTH a 14 INSTALL ADA APPROVED HANDRAILS 42 LF TYPICAL F FOOT I W00 LEGAL DESCRIPTION 15 DRIVE APPROACH SCALE: 1" = 40' =PAD ELEV-FG 447 SF 2: 1 MAX. Uj BEING A SUBDIVISION OF LOTS 20 AND 44 AS SHOWN ON TRACT WHERE NECESSARY o N0. 29639-2 FILED IN BOOK 345, PAGES 1 THROUGH 19 OF MAPS, 1 fi TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS 152 LF 12" MIN. 6" MIN-* RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. t7 I NSTALL 4" CLEANOUT 2 EA SECTION A 2% MIN. cc FOR REAR YARD SLOPES GREATER 21X MAX. SECTION C o THAN 5 IN VERTICAL HEIGHT ,�LDO g "1$�4 UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES Uj O ALERT PLANNING ■ DLrl91{�N ■ CON3TRlICT10N T - BASIS OF BEARING NOTE r 1D43-321GR ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR HOMES a CALL TOLLYHQ ROAD,suR>=400 647 N. MAIN STREET, SUITE 1A 24800 CHR I SANTA DRIVE THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST StRL.DING AND SAFETY z 1-800-422-4133 FREE HULA,CAL F"MA 92591-4879 RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONSULTING 9o9.M&W • FAX 9os.s76.7240 • www.FlBF.ccm (909) 686-5103 MISSION V I EJO, CA. 92691 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (949)598--8500 APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG NAME DATE J CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE RO F E S S Ip DES I CSD BHE Y DRAWN BY CHECKED BY Drawing No 0 ��� MJB RS/MJB JDT RECOMMENDED BY: DATE: .'9 B CITY OF T DEPARTMENT OF PUBLIC WORKS 7/04 RBF 1 FENCE LIt ,/SWALE CHANGES. 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ���c� TAIV/�►„ �� n Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL r Plans Prepared Under The Supervision Of r. COUNTY BENCH MARK T-46-81 RESET 1997" .`_ ACCEPTED BY: DATE: a �' PRECISE o EASTERLY OF THE CENTERLINE of SR-79 AT AS NOTED � No.60132 _ t O DEPUTY D I RECTOR OF PURL I C WORKS C SE G RADIHG PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. e%o/C* Date: Z TRACT 30868-2 L' OVER SANTA GERTRUDES CREEK; 4.5' � JOHN D. TANNER III I RONALD J. PARKS � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL JJ► �r r 1t ti� _ •- < Date Completed- CONCRETE SIDEWALK. �l 0�� 60136-30-04IRODELS, PAQ4-C1 Q ELEVATION = 1097.163' N A F OF ����� R.C.E. No. 2 Expires R.C.E. No. 19744 Expires 9-30-05 1'f - SARASOTA LANE LOTS 3-Q SHEET OF a / � 1 2 . TR 29539---2 LAKE HOUSE ROAD \ LOT 19 �hG � STREET LIGHT w o ;t �5 0 Ill RtM S• 0.50% . _ v SEWER _ 1 NE1 .................. SARASOTA LA 15.37 TR 30568-1 � RIM R�55 13 DOWNSTREAM R=1300.00 MANHOLE m TRAP FENC I NG PER 16 LANDSCAPE ARCHITECT CO N PLANS o 9 1. - -w------ i --- - TC O N 15.49 IE 13 4 �' •a O 0 RETAINING W 1g.g3 15.91 4 PER SEPARATE 0 FS FS 15.93 15 95 'n 15 < 15 ` ' 88 I N PERMIT S FS � , , .. 16.2 T 16.26 T 25.97' 16 as 16.01 44.01' 16.07 3 1 .7 I 15.76 IE <` {' `` r , r 1 ..42 13 LF • 2. 4 R/w 15.9 ` Fs Fs�B FS� 16. 3 r s s S 16. •- s Y , 16.47 FG 16 08 1 .09 FS S ` .1 .81_ 16.23 FS t4 r85' r 40.00' 16.52 3• PUE � 5 FS-GB .6z FSB � 16.13 - k 1 9 1 _ 4 [ a FS 6.96 1 1 S D / 5 33' o vii K rn 16.33 FS r r r `` ` co, 17.8 TIN �O r:� 1 �� 16.81 ►� '< [ r - .4 1-.64 TG 17.04 16.98 4 O apt 11- _r` 18.52 16.14 IE t5.8 TF FS .- o a.5 R 4 16.5 FG a F _� Oz 14 4 STEPS 18.33 FS 4 . uk, 17.15 14 1 00 5 ` - �. a�,5IF o 7.18 16.97 FS L] FS-GB 16 89 _� \ ' �` i7' FL OF PIPE 1/2" 5 SIDEWALK INSTALL FS FS 17.09 FS-GB "`� 16.89 _ _ <FG �t " REMOVABLE 7.8 TW - +np' FSB 18.1 17.5 1 .38 FC ` ` 1 ` y 'S �} 18.55 FS ABOVE GUTTER 6 PLUG D 17.20 FS � 0I FLOWL I NE 15.8 TF 1 N FS t FG--FP 1 4 � � 18.80 FF / - -w.- [ 7.15 FS-GB 17.20 •4. 18.80 FF 4 F - r 1 17 ' INVERT ELEV. A 4" PVC - m._. Fs 14 �_i i0 `Fs t8.0 r� F7 �' 1 „ _ 7. FG PER PLAN J 2z G 1 _ .3 4V LL_ 17.6 FG M 1 <� Y... �t : •. -1 r� . 7.8 ,.� 7 � � 3 � 17.B FG o � 15.8 TF "-1 / FG GF=1118.3 r r FG / r. 1cr) T 8.23 FS •f• •�3 1 z GF=11 17.3 18.4 FF 17.8/-C, �.�:. : �•. :_•��•. 14 _ 10 * ZC 1 17.3 T6 4 j•-=:�r. : \ FG�•P 61.0 LF 2 ® t � � / 1. rt- -____ _.__. 76.9 LF O ry 18 17.26 18.0 2 S ;n / 17. _ 11 N 11.17 FG 2 I NV ELEV PER PLAN ��+ -__._ CURB k GUTTER Q 2 FS < 7 ' Q �? 3A 4.9't 3»�4» 4"x4"x4" TEE 2 ,. ,z �'4 � - DROP � �- � , -� � 1T.B N FG , "�• `` `` R 3" MIN PVC (SCHEDULE 40) / a 17.5 6 28 18.0 r 17.9 I FS-GB FF 1118.8 �-HP 4 G % 9 � ` �� � �, �,` PE - 1118.0 2 r, - z 4 < PE = 1118,n FF = t t 18.4 17.5 i FF = 1118.8 ELEVATION -- = 1117.fi AC AC ry 3 'r' 17.5 1117.6 FGA `p PE = 1118.0 - r 14.61 / - c N 17".77 9_ �-Ff' 17.9 9.00 c. z TC/GB's FS`GB s 60.6 LF • 1.6z � c [ ' K 17.75 TG 6 A217 3 TG 3 4 4 - 1 3 16.59 IE 8 1E - TYP 1 17. ' r c '4 � 8.4 FF 4' -• F - 1118.3 2 O 10LFOz ` x 4 s 17.6 17.6 18.0 BIS.18FF FS 18.0 1 1/2" MIN. COVER 4' FG z FG 18.0 0-4 FG 1 17.8 TG = _ -• 1.0� 18.12 FG 18.0 3 18.0 = '- 't ,_•: `:r .�b• F-S _ 17.88 RIM `.i�.` -� " • ,•^-r 17.9 _ __ G 16.74 I E 18.80 FF G = _• `t - .;•• t F� MIN. 17.4 . ; 17.80 FS c c 4 18 16.57 IE 17 .•: ;-. . *,_ �+ _ • SLOPE P� 17.50 FS 1� 16. ; TRA I LER SPECS ,on F i - --�--- .4 1. z 2 c 2 : c 18.24 - / - --� _ RIM _..,.._ ►°� i i . 3 01 I N 3 7 IE 18.0 17.8 1*4 r 1 .2 9» 6» w z E WTUFG v 17.3 T6 2 31 LF 17• �� f Q 1 T •s FS 18.8 IE 3 t6.65 I ,f - K 17.81 RIM t17 17.9 f! 4 1a. R 16.64 IE 17 69CTMA-A °° ,ri > C ' I -'a - -- 1 0 b SALES TRA I LER N \O� FG 4 - - �_ 17.9 17.7 FS 3 16.66 I0-00 0 if - I - I / 1a 12' x 44' 4 g t . ` N �S . FG 4 TW FIG FG 4 17.6 -_, , 1PRIVATE DRAIN THROUGH. URB DETAt ;i t8.4 TIN _ �+ 17.6 FG 17.8 FG r 17 3 TG 4 LF i 7d S 6 7.5 `-- -,-y � �. 17.9 0 3 16.8 IE ti - 2 CONSTRUCTION NOTE o 18.24 17 70 FS �o / 78.11# is ca S-F1p 1� p N - - �P - 5z 17.66 TG INSTALL 4" PVC SCHEDULE 40 _ 1.3z 111.0 0 _ 7 2: 1 SLOPE - _ - .- -- --_ T --- - - - 7.79' FG - -- - 1.0%M I N 16.74 I E 8 0 �3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT o 5t_30. _ _ " � - 1116.6 8 A _ _. --_ INSTALL 3 PVC SCHEDULE 40 w B °C PE mm 1116'6 9 1 4 30.4 LF of C CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET N PE 1 1 17.8 PE = 1 117.8 RETAINING WALL 11 k PER CITY OF TEMECULA STD. DWG. NO 302 0 N PER 0 SEPARATEPE - 1118.7 O INSTALL WHEEL STOPS (TYP.) a ENHANCED REAR FNHANCED SIDE BACKWATER LOT N0. ELEVATION ENATION VALVE rl- HARDSCAPE PER LANDSCAPE 7 PAINT 4" SOLID BLUE HANDICAP STRIPE O 2' O.C. °° 3 N A N/A NOT REQUIRED TR 30668-2 ARCHITECT'S PLANS (TYP.) 0 10 0 10 20 30 4 N A N A NOT REQUIRED Q INSTALL 2"x4" REDWOOD HEADER o A AL 5 N/A N/A NOT REQUIRED SUNKEN HOUSE O CONSTRUCT CONCRETE SIDEWALK (22 MAX. CROSS-SLOPE) 0 5" SLAB PER FOUNDATION PLANS � '„�� SWALE FOOTPRINT 04 GRAPHIC SCALE FOOTPRINT � �� E RET, WALL FOOTPRINT � COURTYARD APPROVED ADA 10 PAINT SOLID BLUE HANDICAP PARKING SYMBOL FLOW TO HAND RAIL GRATES 17.90 FLOW TO GRATES 11 CONSTRUCT 3" A.C. OVER NATIVE SOIL v FS 18.4 18.24 18.20 1830 18.8 FS PER 4. FS PER 12 PAINT 4" SOLID WHITE PARKING LANE i 18.6 17.8 RIM RIM FS FF PLAN PLAN T d w UNDERGROUND SERVICE 17.5 17.80 TG 18.18 18.8 18.0 17 70 17 70 2 O� FS PER 13 PAINT SOLID WHITE "No PARKING" 12" MIN LETTERING Q�y OT i 5 Z GRV LOT • TS 18.5 - o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION PE=17.8 FS-I-P FS 2. IG TN 17.9 FS FF FG FS FS �-r 4 PLAN VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) �QQ3�321GR W ~i 17.5 FG FIG ",� F�OOTE NGD III FS PER 14 INSTALL ADA APPROVED HANDRAILS I E PER FS O BUILDING AND SAFETY 0 PLAN IE PER FLOW TO GRATES IE PER PER PLAN PLAN z CALL TSL FREE ■ ■ ■ 27555 YNF_Z ROAD,9lNTE 400 PLAN PLAN 15 DRIVE APPROACH o 1-800-422-4133 •CALFOR�NA 92,_4879 SECTION A SE TI N B=B & TRAP C©NSULTINE3 909.6715.8042 ■ FAX 909.676.7240 • www.RBF.com SECTION SECTION FENCING PER LANDSCAPE ARCHITECT'S S PLANS APPROVED BY. e �' TWO WORKING DAYS BEFORE YOU DIG NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 17 I N I STALL 4" CLEANOUT NAM DATE Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 110f SS10� DESIGNED BY DRAWN BY COCKED BY / / Drawing No.SCALE o '1II MJB RS MJB JDT RECOMMENDED BY: DATE. - 1�` CITY OF T DEPARTMENT OF PUBLIC WORKS 7/04 RBF 1 FENCE LINE/SWALE CHANGES. Q Q. TAN P Contractor HORIZONTAL y f Ptans Prepared Under The Supervision Of Q •~' �- ACCEPTED BY: J DATE: / PRECISE GRADING PLAN _o Inspector SEE SHEET 1 1„ 20� `cr_`� N°.60132 20�' Date: _ . Exp 6/30/a D DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30888 2 i JOHN D. TAN ER III RONALD J. PARKS - p Dote Completed VERTICAL st'l CI tt o ~ _ r = :i9aa-:--- MODELS, PA04-0019 0 N A F pF C 1►�1� R.C.E. No. 60 32 Expires 6 30-06 R.C.E. No. 19744 Expires 9-30-05 ''lam. SARASOTA LANE LOTS 3-15 SHEET OF i � 2 2