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HomeMy WebLinkAboutTract Map 32436-1 Lot 9-20 & 27-30 Precise Grading GRADING NOTES 15 215 T 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 . 32436 1 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%. PHASE 1 LOTS 9 - 20 27 - 30 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 15 , MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL 1 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 . Precise Grading Plan ` 4. PROVIDE, 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 In City of I emecula State of Calif ornia asp, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. LE GE ND 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TOP OF CURB 0000.00VICINITY MAP PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TC NOT TO SCALE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FLOW LINE FL ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, HIGH POINT HP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN I 7I 32437- 1- 1 6" MIN. MUDSILL HIGH POINT ONE FOOT. FINISHED GRADE FG _ PAD ELEV. -0. MIN. IN GARAGE AREAS 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED SURFACE FS - GARAGE FLOOR SILL IS 6" MIN L PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. :,' � ABOVE GARAGEZI TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 25 TOP OF GRATE TG FLOOR SLAB RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN23 33 AZ32 24 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE DETAIL TOP OF FOOTING TF " i0'TYP. 10°TYP. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF WALL TW I - C HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. I i VARIES (EX[kPT ARI S*** RI S THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE TOP OF SLOPE TS I ' 31 34 _ 12" MIN. ABOVE PAD ELEV. �' ** NOTEoff D) '� VARIES ��) FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . GARAGE FLOOR GF 0000.0 ';+�, '1,"II I� ij' �1`' ll'�I `� "' 'I '(' ,I sli +� ROUND OFF TOP PAD PAD 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION I l ,(I�i,�,�1 }� I i i I ji I I ��,, ����,�II ��� I ,���I �,�.��11�C�I�I �� ����11�I��I�;�I� FF FF z II I, II�Jl bl jl�,, " l '�I " �� AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 111 y��yl 127 �� ��I �I�I P/L CO I i� ��1�� ��I�i I " "' �� ��1 14' i I�II ; 3®Ili�I li DURING THE GRADING PHASE. PAD ELEVATION PE 0000.0 `` i�,,,lh;l� ,,�ilili"II�hIiI,IIL� �I I. , , �l LI �� s 1 � iill ���'(� 11 h ,1 li 5 a•e a� se � � 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING "�����" �" "�"+� Il�ll���llll'. FINISHED FLOOR FF 0000.0 !�'h, ; I "I"II,� 'i�I II' I �I , , , �t 1 i� I,I��IIh , i � Jill '� �,i{ ���,,� l��l � �i��" 46 . • ; WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF �I �� j I IiI'ilIJill 'II i i I i IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ����II���I�I�1, I�� �f�l.� ��' � � 3g z g z �. ;;1 i ; I �� ��I ill�lll;•I 1: WATER SERVICE W I���1 ii iI ;I�i;!' `� 11�I l i i�i, lI,ley, 1 SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS -� � I�i�I��l �l � ,I��;���VI��i�i"�"��� �I� il�����I Ill li��� I; Q o �� �1�I'"i�l I� j I 1 �i ;I" WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. }-9 i I, 'I ���" it I�i1 il; :111 i` �i 11 I � �1�I�I I � �iI " �,i Ii�" �I .t,a,ll i�;,� 1� I� 1� �i! 7 �O 10�MAX SEWER SERVICE S i � Ii "�i�11;:,I�, I 1: 4i�� ,a��l I, 37 38 1 11 I il' w� , 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS "SII;: Ii� �' ( �� �� l�l�'�' �'�'l�'I''� SECTION - BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 'Ijlhl�� III'lhljl'IIIIiilh"�I{������Ii��`� +' FOR REAR YARD SLOPES GREATER R W DRIVEWAY /�� �;;;,, , STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN LI�� ;�I(���1�� �;�1 " "�� "� 'i,i, --- _ "�� ;, ,, � ��� ��I i,;I ,I L � THAN 5 IN VERTICAL HEIGHT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. i i y I"�,� I I 7 I I I II131,III1 ISI SII iyjl A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL l TYPICAL �� � DRAINAGE SLOPE i 11 '� I �' 113, APPROVE PLACEMENT OF FILL. I!�;1�,1�G � � � �r� I �,, �1+i1�� �i,l" 1 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ���II''I� i "I�I�II��I I ��1� � II I C s,��� I� 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES LOT NUMBER Ilil I i ;� ��i, I JiI il11� � ,(' +';�I�,a�11 MORI.�III� WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING II G� � , 4111i�II�� I I °IIS 111 -� VARIES VARIES OTHER PORTIONS OF THE STRUCTURE PATIOS PORCHES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ° i I " ,11��;; ""� ;1 ���I�: I . - ECT ADJOINING ,II, �, Ii ��� l l��ill� (i���I��,�i 6 MIN. ) ill d;1;�;1�I11� �II�"I"'II' i� 6 MIN• , ENTRACES MAY BE SETBACK A MIN OF 7' . AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING -1A-\ 1�;�,��11 ,� ilhI{;'�� I,II 3 MIN. 1 1 3 MIN, GRADING OPERATIONS. UNIT TYPE/ELEVATION I,,�, ',Ii I,��`iiI �I(I'l� 7 3 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE R I IIID IIlh�ll�l E I;�,I MUDSILL MIN. MIN. MUDSILL CORNER MEASURED ALONG THE PROPERTY LINE. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FG FG VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDEDIl 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS INVERT ELEVATION IE A PER P :® 8HFEET M OF THE SIDE YARD SETBACKS IS NOT LESS THAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED A #06-0188 AND THE DISTANCE BETWEEN ADJACENT STRUCTURES CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL BACKWATER VALVES BW 6 �g� IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A SLOPES OVER 30' IN VERTICAL HEIGHT. - 12" MIN. 12" MIN MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL AMOUNT OF EXTRA DEPTH ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REQUIRED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION - 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING 21% MAX. MIN. 21% MAX. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION 13-13 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES DROP GARAGE O.X' THROUGPERMITHOUT THE FOR CONSDURATION TURCTION �CTIVITF THE PEOJEIF APPLICABLE.DADHERENCE TO THE STATE NPDES INDEX MAP VARIES P/L 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SCALE: 1 " = 50' 3' MIN. 19 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. MUDSILL MIN. 4k FG NUMBER; 6" MIN. 19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO \\ \` l' LOTS INCLUDED COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ASSESSORS PARCEL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PORTI F 1 1 S, 7 EXTRA DEPTH PUBLIC RIGHT-OF-WAY. FOOTING q�F =PAD ELEV-FG 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANTLEGAL DESCRIPTION ';� WHERE NECESSARY 2: 1 MAX. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 'o0 12" MIN. 6" MIN. E DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE EI P TIOF LT 25 iZ2 SH O A F 2% MIN. OF TRACT NO.32436-1 FILE I 393,PGS 42 THROUGH 21% MAX. STDATELANCES ORRFEDERALROENDANGEREDSTATERSPEDCIESLACTSNOREWATERULATING QUALITYTHE REGULOATIONOSSTHE OF F I I C Ui ,C IF NSECTION o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEE TYPICAL SIDE YARD DRAINAGE m' CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. DETAIL NOTES o BASIS OF BEARING NOTE 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 100 0 100 200 300 0, RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE E I SH FIE E ASE® NORTH 42x51° ST EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY z OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FOR A TI OF CENTERLINE OF iTA A SH 40' 37.5' 45' r FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE ON A MAPOF CT , SCALE: 1 "=100' 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 NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING a a ' THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING 2 a_ 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, CONSTRUCTIONT7 T THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR N0. ITEM ® a W DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE QUANTITY UNIT Q BEEN APPROVED BY THE DIRECTOR OF PLANNING. Oi LOT GRADING (16 LOTS x 50 C.Y.) 800 Cy j O3 INSTALL 3" P.V.C. SCHED. 4028 LF L CJLi Of LANI�lING DESIGNCONSTRUCTIONa INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 3 LF PSOURCE OF TOPOGRAPHY OWNER DEVELOPER IN L COMMUNITIES O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD,,NO. 303 3 EA ¢ ' Of 40810 COUNTY CENTER DRIVE 7 IVE RIDE,ARLINGCA. AV `'� 1 N. T.,SUI 301 ® CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 4 EA j TEMECULA,CALIFORNIA 92591-4679 TYPICAL FOOTPRINT > CONSULTING951.676.8042 " FAX 951.676.7240 www.RBF.com (951) 7.4252 CORONA,CA 92880o AT O PHOTOGRAPHY ( 1)317 SCALE: 1 -20 i LDOO-112GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE OEESS/ DESIGNS Y ORA Y CHECKED BY � SHEET N0. Q� �/V gI�� RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2"DiAMETER ALUMINUMDIM FLUSH IN �� C. �� e^ CONTRACTOR CONCRETE CU ST D" RSIDE UN HORIZONTAL ��"�,� ®�.� PLANS PREPARED UNDER THE SUPERVISION OF BENCH MARK T41"1 RESET 1 99r EASTERLY OF d THE INE OF SR-79 AT THE 0 ACCEPTED BY: DATE: � oI Y ER E BRIDGE OVER AS NOTED "ro INSPECTOR SANTA GE UDE C EK,4.5'NORTHERLY Exp.6A0108 DATE: ` / CRONALD J. PARKS ' EMERY PLACE TR-32436-1 f - - n E SOUTHERLY SIDE OF THE CONCRETE w THOMAS C. BURNS I DE DEPUTY DIRECTOR OF PUBLIC WORKS a DATE COMPLETED SID VERTICAL C'Vt1� \�. F - ELEVATION®1 7.1 N/A �TFQF Op1.\EO�� R.C.E. NO. 69069 EXP I RES: 06/30/08 R.C.E. NO. 19744 -EXPIRES: 09-30-07 �`°rrr rasa TITLE o ' ISHEET OF SHEETS l 11 r 13 EXCLUSIVE USE EASEMENT TR 12 _ WA �0 �j0 w Cn r 00 I ILI LA ............. ........... 02.2 j FG 03.2 S ()3.6 Z 02J203 6 FG �� 02.2 p� TS 02.6 1 FG . 4-��' 02.6 FG 1 .0� ---�� �, 02.6 1 .0% FG 1 .0% F Q110° MIN o LL G co / 3 2 6 ' � � 00• F�G B `� p� 02.2 g 8 p ®1 m q -110 FL-G Q FG 02.6 0 02.2 c co 02.6 02.6 PE_ r c) FG . 0 ❑ 1S FG FG J FG FF=1 103.52 0 �P 0G'3 6O, F°1 2 ® FF=1103 1O ® FF=1103.52 N Li- 3 PE-1102.60 ® 5' ° FF_110,3 T __1102.2 PE=1102.60 �' 3 PE=1 102.2 12 .67 8 �,, 2.FS PE o 4 0o- 0 02.6 3.02 02 20 :�(.®, 3.02 2.93 FG no FS '-: 2.35 2.45 `` 02 2 n 2 61 FS S 00.83 FS FS ® F FS � W - - --FL 2.9 N� 0 N Ep _--® �' o �; 0 7 1 .74 r 01 .09 2 g o ❑ 07 W , 1 .62 � =0 = r7 FS i r EOP .42' 17 _ o� o o S ,77 00 c FS o k 0 i o o 2.05 P , �, FS 0EOPI o 7.1% J 0 02.682GOro it EOP OO' - o � 6 Q 20 5°5FG p CD FG 0 FG ; 55 o EpP 02.0 LLA P ° I r 20 0 20 40 60 EA x`06-0�8. 1 0,$ R P 1. 1 FL-GB r, E P FG 2 FL-HP r r F PE-1 102 00 8 FG 3 ` `J' 2 01 .8 0 ' 0 .87 0)-.8 r �? 01.4 01 .6 Im MEMO= 10' 0 .5 ►` 'lo�� HP-FL 1_0% n 1 .0% EOP EOP � 9 HP-FL FG SCALE: 1"=20' 01.6 ® 10. 1 3.0 �PFL 10 01 .3 g.� ' FF=1 102.52 - N °2 'FF=1102. ° ❑PL 2c L� PE=1101 .60 ' 02 0 .0FG c PE=1102 se ° o TS 1.0Z 11i ItFG r i o 2. ❑ MIS o c� 8.41,- 00 27 CN o q EOP ► r .4 �_ EOP66 r i r 6 2.02 c i m U) s e FS MIN FF=❑ c� U) _ 1 J / a ► i 0 .59 r LL p ; o ! m 1 .92 02 0 PE=1 1 02. 92 }r F 1 FF=1102.22 � w Ii ' o ' � FS , FG 2.0 02.00 ° ► ► p .49 01 .9 PE=1 101 .30� '� V w 9'd% i s '� o ,� ` r �- FG N r ,� 01 .3 GF=1 102.02 FG F� ;` � I S GF=1102.0 3 ® r cs) r 02.0 �° o X1 .0 p ®` 4.0 ® ��o j o FG ® `� FG 5 �° p A.7 7 1 0'$ /y jN i FG _- FG® �1 .7% 3 '� °` 3� ' 0)� 00.91 ® 2, ' 1 P ce 1 .7% BEGIN Pty ,® 0 .14 .® 3 STEPS 00.26 \ 5 STEPS FL °® , X0.50 FS 7.0 9❑� 1 0 LLA PER 9.53 PA ®® ®`.®®® 6.0� 00.58,99.67 099.78 FS 1 .0 H�FL - - - - - ® °� - N - - - - S W W -/W ®- a1 � � FG #06'0188 �``e ` >, ° V - FS 050% FL-BVC o N 99.72 00. 3 00.4 I FG 7 ®� •�� 99.50 �o �a v® 8 P t ❑ 01 0 0 g ®` , g �• �, g. 99.72 �. 3 FL TC TC EVC 1 .04 I F=1 102 62 FG NP-GB °®`® S o 99 F42 o°° ° °j „ RIM 2.a% u o lv_ RIM 0 ❑ - RIM iw ryrrl99.78 c, coo SCD 99.24 11 > Zo o v C7 1101' 7 4 ( C� .0 -i`� m _ o +' - - - RIM - 2 7; 2.20 r e / RIM - C,,c>3 PI @ 11+50.00 5 0 01 g EL = 1100. 17 P 2 Q Q E=1 101 00 ` 8" WATER 99.36 50 VC R/W _ 0.50% 5' 5° TC-GB-ECR TC 06% FL OF PIPE 1/2" SIDEWALK , � t i�u% .� �° GF_1 10 1.a r � \C� p1% L � INSTALL 5 01.7 Ful G 2 i 1 42 FS 1 / \ 1�� ABOVE GUTTER 6" PLUG REMOVABLE FG � i 2 ®1.0 ® ® ® �rW FLOWLINE N �° FG / - - - - - - y - - - - - - -� - - - - - - - - - - - - - INVERT ELEV. A 4" PVC - - - - - 1 .7 ? FL-GB W EOP 01 EOP 88 °Q 5 / S , 11 .0% °� ®`® / ', 1 PER PLAN ° 777 1 .3 FL-GB `. .' 1 .3 FL-GB 0 2� 9g 72 0 0 f' g p c `. B c0 i }>.. p1 .7 a 17 S 9-g --__EOP® N` FG 9 C �/ 2.3 2 2. 1 v' i ® ,I� ® i���a 2 2.3 FG ��4 99•g 1 Ea EOP 5 1.a _2 %dr ' / 2.0� 77 FG FG o °mss o ' 2.71 FG7 FG =- FL gg 99.12 �° 2.75 -4.® r o�- o FS p FF=1 103.22 61 MI FF=1103.22 0.2 F �`�° 0®, 17 EOP I T - - N .FS r - ► PE=1 102.30 - 1 ° EaP g PE=1 102.30 4 Fs 10' FG 7 FG 7 ° ~ E0P_ 1 I 98.90 1 O z:®s z.za° a, OT50S INV ELEV PER PLAN - OOq N 12 7q ®p 10-- _ S 99 21 RIM ❑ 2.89 N P W d , 2 7 2.Oq 9g 51 FS r\ 9.6% 00.56 o u- [I ' N � PEc ❑ CURB & GUTTER 4"x4"x4" TEE o I 11 .2% MIN 110 _ o �- r 0 r 3, 00 3"x4" REDUCER i �cn•� 0 N ®gg°56 _ L i cry i 3" MIN PVC (SCHEDULE 40) N 2.7 , ; 00 EOP --, l 1 = , r 00.71 TS a: t� cvtL .4 FG GF 10 p 28® `® 1 2.3 2.2 LL w ODP72 , o r E0P 2.1 L .2 . 1 2.3 0 '- . o� I 1 FG 1 FG W FG c' ❑ FG "' 1 1/2" MIN. COV rn 12' C 1.5 ❑ _ ®® 0' I 02.3 S `3 lg° 1 .3 FL-GB 1 .0% �' o�` o FF= J r rr . 1% 1 .4 FL-GB �t 1% _ 1 1❑ 62 ❑❑ FG 1 3g® 5® �, g8 95 3 S -- .. _ PE-1101 70 1 F•20 �� Z `� 9� , w Zp P 1.68 FL-GB 2.gq S S 2 5°� S o 5 O° c�a o .. . ❑ o oa � o d G 0 00.86 r o w o w o 00.86 2.5 0 ® a o 1.29 2.ox $ r n 1 2.5 2.5 EOP i i EDP FG m 0.9 O°}° 1.6 FS 9g � FG FG i _j i 3.00 9" 6 ) N�Z r- F FG FF- TG °' 3.00 r r FS 10 L o� ti❑ 1 �f og 0.7 '1 101 ®urn rr 1 1 6 FG F'E- 6 '-cn 99.1 3I 4 J = FS 2.0 .58 r r 1 0� M j HP-PL ' 4' 1 100 7 ^�` 3' 89.90 cv ' % � `o$ o FG N 00.7 ®1.0 3 FS MIN F2792.90 °' o W a 2.3 p o_ FG 0. 5 HP-FL 0,7 99r.94 , c� FS I EOP 0 r Q �� FS FS PE=1 10 1 I o w 3 0- 2.Oq 30 •0% M❑G BEGIN PIPE �� GF=1 102.92 1 1 1 1 GF 1102.92 FF=1103.14 M 5 3 9� 10' a FG2. ® 2.5 PE=1 102.5 LLI PE_ 9 I 1.0z CD CD FG Q PE=1 1 1 10p. 00 ❑ I MIN FF=1 103.42 2.5 L` '� 2.5 01- 4 01 00 ❑ PE=1102.50 FG U, r o FG2.5 FG = CONSTRUCTION ' 1% MIN u� * I 1 5 2 23 I F 5 W o CV ❑ INSTALL 3" P.V.C. SCHED. 40 8 r N f PLANNING DESIGN S CONSTRUCTION ! ❑ 18' ' 02 4 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT z I FG P PE=1101 3� E_ �� O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD NO. 303 P E=10gg 90 3� 20 1101. 40 ❑ CD > 40810 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-4679 p C L1 LT I N G 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH A DESIGNED Y A Y CHECKED BY SHEET NO. o SCALE QROFESS/CN RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Q 3112° ALUMINUM DISK,FLUSH IN ��® C. ��� T' 6. U NC CURB STAMPED wRIVERSIDE COUNTY HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF � CONTRACTOR BENCH MARK T t RESET 1 99r EASTERLY OF 101-1010 of T "' BY: E CENTERLINE OF SR-79 AT ACCEPTED DATE:E N�.69069 � PRECISE � SOUTHEASTERLY CORNER OF THE BRIDGE OVERrr' RONALD J. PARKS INSPECTOR AS NOTED /3 : z A GERTRIDES C EK;4.5°N® E Y OF THOMASC. BURNS I DE DEPUTY DIRECTOR OF PUBLIC WORKS r = a Q E SOUTHERLY SIDE OF E NC F SIDEWALK VERTICAL CtVti. �\� . ! DATE COMPLETED ELEVATION®1097.163' ��E' ® R.C.E. NO. 69069 EXPIRES:RES: 06/30/08 R.C.E. NO. 19744 EXPIRES:RES: 09-30-07 fAr isss::: OF SHEETS i N/A CF Op,LtF ., ° ' SWALE AND DRAIN DESIGN 11 _ 13�-- ,,Lo -- 12 W A AVERL %Y' LAINlE i / 20 0 20 40 60 SCALE: 1 "=20' �'� L'17• 90, _ L=79.84 ' L=74.53, 17 o -H L=75.25' N 8 ^ 16 .49 cn 6.54 11 .83' o Q PE=11 a Q p 03 00 FF=1103.52 g 6 ® 1103. 12 ® FF=1103.52IF r PE=1102.60 FF=1j03 �2 3A PE=1102.20 +� 3C PE=1102.60 3 PE= 102 1 LO Ri N ° �� 20 wo ® co ® QI Lna' J ° + � Ln W � � d ; Ln n o I co ' o J o i i 41 . 1 't o „ ,. o 35.8'± u 45 5 ,1 �, ` 3g.9' -'- N 2 9' 1 00 N � it , t ii 5 c '` t � g 9' 37 .6 02 g3, 14 34. 4' J ; a _ LLA E'ER 27 7' co L=73. 45 = ` L_72 35 cn cn T L-70 78'' PE=1 j 02 PA #06-018 8 ^ 25•,65 `�' `v L=70. 18 x'-23 09' ' 39.83' cv p0 U) L- cls 00 N 00 9 ' ' -12 59 ' ; 115.78' ° ' FF=1102.52co v' 0o 092 6FF=1 .210 59 ;I N 2St PE=110EASEMENT32, g , CD 16 32 i MN00 0 23.4t i EOP 8.5' GUTTER 8.5 EOP PF_ 1102.92 ` ;, i, FF=1102.2 2' 10' 10' 2, E 1102.p0 ` IJ ; �' PE=1101 .30 L t GF=1102.02 5 t ` 1 102.01 t i p PAD 2.03 * 2.0% * PAD ` N 2 ` RIBBON GUTTER PER ALLEY PAVING PER L-55. 08' ; ` 2 e o �' ;' `®, d s O R.G. PLAN LD05-031 GR R.G. PLAN LD05-031 GR 00 SECTION A-A O ' L_ 2 \` 1� © -°' - - - - - - - - - - - - - - - - - W - - - - NTS r� LL _42 49 , ` 1 �, W S s `° A PER PA ® o `•,,;^``_-®® - L=65.50 L=70.78 S *NOTE: X-SLOPE VARIES AT J G #06_0188 >\ �s _ �, N DRIVEWAY APPROACH 1 .04 RIM 11 FF=1102 LO p / v 6 / c� PE_1 101 70 �� '`D - - - 1 1 - m-- - - w LOCK HAVEN COURT u C J FF_1 *NOTE: BERM WILL BE REMOVED DURING PRECISE ^ P 101.2 ` GRADING AND SIDEWALK SLOPED TO DRAIN TOWARDS PAD \i a ® E_1 7 p 1. 00 o GF=1lp CO O 3 u ^ i 42 1 L=54.00' - L=76.22' 18" 1�„ STREET SECTION a / ® ® O - - - - O- - - - - - ® _ - - - - - - 3�8„ 3/8„R (TYP) N 11 S P� �' 3�4 r7 // / . fi r 2 ' 1 fi , -� L=65.6 7' ' S N --®_ ® �v� r'` // - 2 FF=1103.22 FF=1103.22 rn / PE=1102.30 1 13.980 ` PE=1102.30 ® o) 9 BASE PER SOILS REPORT Ln EPE:: ! j 8. 9 22.313' RIBBON GUTTER 0 ® ! 700. - ' W 9 .28 ��' 15.2'± N.T.S. i� ` I 30.67 5 27.44' FF=1102 ° l <\ ILu L=89 .99' 5.36 ' S 4.83' L=76.22' )ccJ PE_ 62 -I S 36 ' 4' L=75.30' r o 1 �01 . 70 !` (1 1 33 3 `n 36 ' - rn z 10 1 ' 10-49 c 1 ' ' 13. 4FF=1 101 I S ® a' I 20.67' ; i 21 .33' 3® o , 6 J t 1 rn PE-1y00 I I W40 I F2-91W 0 L�4. 44 ' .� i co +I h I R a _ ' L-6p 20 1 a I 1 GF=1102.92 12 12 AGF=1102.92 FF=1103.4 J 98 I a PE=1102.5 w d 9 I ° P 103.42 coEASEMENT FENCE WPE=1101 . 00 ' iz 0p I I PE=1102.50 18.3 I I 61 w II I 7.03' L=99.06' 6.65' - L-66. 70' PLANNING DESIGN 0 CONSTRUCTION I Iz I I L=59 .60' L=48.36 ' L=8.90' o I I I PE_1101. 40 PE=1099.90 40810 COUNTY CENTER DRIVE I I PE=1 101 .2❑ TEMECULA, CALIFORNIA 92591-4679 I I I a CONSULTIN13 951.676.8042 ° FAX 951.676.7240 www.RBF.com ® Q DESIGNED Y Y CHECKED BY d SHEET NO. o CONSTRUCTION RECORD ATE Y REVISIONS ®ATE ASC BENCH ARK SCALE QR®FESSlo Tm RECOMMENDED BY: DATE. � DEPARTMENT F PUBLIC WORKS 31 ALUMINUM 1 FLUSH IN ���® C. ® lam E. � NC CU STAMPED°'RIVERSIDE U HORIZONTAL ,` PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH T 1 S 1 r Y OF =' � ACCEPTED BY: DATE. Lo � of � o� PRECISE E CE INE®FSR 7 T E N�.69069 _ SOUTHEASTERLY ER OF E BRIDGE R AS NOT Exp.6�3®/a8 , DATE: / RONALD J. PARKS °~ r' EMERY PLACE TR-32436-1 INSPECTOR A GE UDES EK;4.5°NORTHERLY OF THOMAS BURNS DE DEPUTY D I RECTOR OF PUBLIC WORKSPHASE I LOTS v 27-30 Q E SOUTHERLY SIDE OF THE CONCRETE VERTICAL Cdr SIDEWALKELEVATION®1 T.1 � �tc efVjL ®�\ R.C.E. NO. 69069 EXP I RES: 06/30J08 R.C.E. NO. 19744 EXPIRES: 09-30-07 Troyy®sem o� OF SHEETS i DATE COMPLETED NSA OF M\F ,