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HomeMy WebLinkAboutBldgs; 33-36 & 63-66 Precise Grading �pP J.paO �pr.� ® p P 1? 1 /I= ml I?* I,: I I GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION PRECISE GRADING PLAN AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.VI TIES. BLDGS 33e■� 36 & 63air 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. PHASE 66 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 '�° tr'1V4 Jd1rafF 4 M d rk 4 F'a:•P s x SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR x5' * '�� r A MINIMUM OF 3 FEET. ell T r 1 k•yti ry'f"fF F Y 1^"w b K"h F' Send+ ts�c a � yz`ay,l yj7k'W ky 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 : 1. 1 __ , � ' .�� ,� �,.. ♦\\\1 ^Stea+Lse'"..�...,.e`;y'kS YrA;�d-t`5L"y=YIMr,kt!',F ,u +.d uS1'nfa,�crt ttrx•.. .31a�Y.ru}W1a,+4yfk�'.k"syT`d�''&r7'�.��+`isa"''rrs , , PROJECT E4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100- YEAR R N nIYtr YdY�15 SITE 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 w/ ,yarnt /Wn : Rr£ < 9c r �- TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ' 4 ti 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ,'�' �`ar ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY I PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO A d GRADING IN ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FR GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES. ° rsrq 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN •'' .,, 0 4 n ° ONE FOOT. t 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON ASSOCIATES, INC. DATED MAY 15, 2005. / TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS ! 2 / VICINITY MAP DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION a .,` N.T.S. THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY , l SOILS REPORT. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. N / THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE _ FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694--6411. ,g _ \ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION yl� \ AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY - �� 4 ry .000 DURING THE GRADING PHASE. / 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF \ � � r - �",�. O IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ '` `' �,q^► SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - HL US lk LEGEND WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 0000.00 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ._.._ - --� TOP OF CURB BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF TC STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAINi - �-- FLOW LINE FL MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 4 -' HIGH POINT HP APPROVE PLACEMENT OF FILL. a 4 s �r f -� � � / 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES FINISHED GRADE FG a o �. ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING xr AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 3r ( FINISHED SURFACE FS GRADING OPERATIONS. / GRADE BREAK GB 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. / 15. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 4 TOP OF GRADE TG (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED � � � �•'' f +'��� CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL * AREA DRAIN & PIPE 0 SLOPES OVER 30' IN VERTICAL HEIGHT. ' AV ` . 1 INVERT ELEVATION INV 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION R= OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 1 GARAGE FLOOR GF 0000.0 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ° w 4 PAD ELEVATION PE 0000.0 y r 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS SOILS ENGINEER: 4 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE �., rr �= 4 GARAGE PAD ELEVATION GPE 0000.0 NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE LEIGHTON AND ASSOCIATES _ �, 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 r � �° -�' NPDES PERMIT FOR CONSTUUCTION ACTIVITIES, IF APPLICABLE. ""' ti. FINISHED FLOOR FF 0000.0 TEMECULA, CA. 92590 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PHONE: (951 ) 296-0530 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FAX: (951 ) 296--0534 WATER SERVICE W 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO / SEWER SERVICE S COMMENCEMENT OF ANY CONSTRUCTION/GRADING. W NE R UE VEL OPE R 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 4 DRIVEWAY PUBLIC RIGHT-OF--WAY. PULTE HOMES �-- / 2 TECHNOLOGY DRIVE E 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT IRVINE, CA. 92618 SLOPE a- AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS (949) 623-3700 00 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONTACT: PAUL BUZZA LOT NUMBER 83 BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PHONE: (949) 307-5625r__ FAX: (949) 623-3701 INDEX MAP UNIT TYPE/ELEVATION 2R � 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NDICATES REVERSED FOOTPRINT ;. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SCALE: "=1t�' 09) �, STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE BACKWATER VALVES CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE A CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. INDICATES EXTRA o SOURCE- OF TOPOGRAPHY: WII DEPTH FOOTING x DF ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. CONSTRUCTION NOTES QUANTITY ESTIMATE SIDEYARD FENCE 647 N. MAIN STREET, SUITE 1A (PER LANDSCAPE PLAN) 0 RIVERSIDE, A. 9 1 NO. ITEM QUANTITY UNIT (951 ) 686-5103 BLOCK WALL DATE OF TOPOGRAPHY 9/16/02 1 LOT GRADING ( 1 LOT X 75 C.Y, ) 600 CY (PER SEPARATE PLAN) CN Z INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 52 EA GUE W CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4� GENERAL UTILITY EASEMENT CASE 1 15 EA Q 3 _ BASIS OF BEARINGS NOTE: SHEET INDEX4 INSTALL 4" PVC DRAIN PIPE 960 LF c� THE BEARINGS SHOWN HEREON ARE BASED ON A 5 INSTALL 6" PVC DRAIN PIPE 246 LF PORTION OF THE CENTERLINE OF YNEZ ROAD AS SHEET 1 TITLE SHEET PLANNING ■ DESIGN ■ CONSTRUCTION SHOWN ON TRACT NO. 23992s M.B. 231/9-12 BEING SHEET DETAIL SHEET 5 INSTALL 8" PVC DRAIN PIPE 188 LF z IN N 48° 15' 11 "W SHEET 3 PRECISE GRADING PLAN It LOTS 32,33,64,65 7 INSTALL 10 PVC DRAIN PIPE 98 LF 4Q81U COUNTY CENTER UR11IE SHEET 4 PRECISE GRADING PLAN ■ 3 8 CONSTRUCT SIDEWALK UNDERDRAIN PER STD. N0. 303 1 EA TEMECULA,CALIFORNIA 92591-6422 LOTS 3 4,3 5,6 2,6 0 G❑N S U LT I N G 951.676.8042 • FAX 951.676.7246 v www.RBF.com o Z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY LD06,wld3GR o SALE Oy RECOMMENDED BY: j DATE: CITYOF TEMECR 'LADEPARTMENT F PUBLIC �� A� M. DOTY J. EVERS K. HAGH I GH I EN D U C WORKS T-32-81 RESET 1987, A 2 1 2 DISK ��� a. T ANNA SHEET NO. IN CONCRETE WALK NEAR THE HORIZONTAL ,�` ► ��, P A PREFA UNDER THE SUPERVISION OF CONTRACTOR INTERSECTION OF FRONT STREET AND c,`' r TPRECISE N -� �, ACCEPTED BY. DATE. �o �� GRADINGPLAN RANCHO CALIFORNIA ROAD IN THE � No.X0132 G SIDEWALK OF A BRIDGE OVER THE AS NOTED � �" DANIEL A. YORK DATE: `' . • TRACT �' INSPECTOR Exp. 06/30/08 MURRIETA CREEK ON THE NORTHWEST CITY ENGINEER g CORNER OF BRIDGE. VERTICAL s �� JOHN D TANNER III < �d TITLESHEET DATE COMPLETED ��F �o� 60132 EXPIRES: 6/30/08 R.C.E. NO. 43212 EXPIRES: 03/31/08 rr�Q••'•'•1989.'•'•'�Qo� � 0 Ll R.C.E. NO. _ N�, N OF4SHEETTN A � C A .� .�ELEVATION 1007.337 / PHASE �"1, BLD 33 30 & 63 �B .. G. NOTES: BUILDING FACE 1 . ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 851 N. HARVARD AVENUE LINDSAY, CA. 93247 DOWN SPOUT (800) 726-1994 VAIRES PER PLAN 2. REFER TO FINISH GRADING NOTES 2" OR 3" DIA.--,.., 3. DO NOT GLUE GRATE OR RISER TO PIPE 4. GLUE: "IPS WELD-ON" #733 SOLVENT STRAP� (MEDIUM BODIED, FAST SET) FOR ABS PIPE I THRU 6" DIAMETER JOIN DOWN SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM TO RISER BUILDING LINE 3" PVC RISER 1 ' (LENGTH VARIES} FINISH GRADE I 2,0% MIN •. - ••.`. . '. K .7 FINISHED FLOOR NDS 1230 OR APPROVED //�//�f �n N EQUAL WHERE SHOWN l< /.� /.� • .y • . ON PLAN . ! .�: T 3 PVC DRAIN PIPE -40p' .. PAD ELEVATION DRAIN PIPE SAND FILL PER PLAN - 3 PVC 45 ELBOW TYP. 3" PVC DRAIN PIPE (2) PLACES OR USE ( 1 ) 90 •`• --" (TYP) ts.. TYPICAL SLAB/FOOTING DESIGN DETAIC/' DOWN SPOUT TO AREA DRAIN 3 NOT TO SCALE 2j SASE I NOT TO SCALE BUILDING LINE BUILDING LINE �° BUILDING LINEti MUDSILL 5' MIN 4' 5' MIN DEEPENED FOOTING (DF) DEPTH FINISHED FLOOR VARIES WALk VARIES SHOWN ON GRADING PLANS - -_ ... •�... ,.�.-. 1 ' MIN r• ---�.- •• 1 MIN w Z % p,X R.•:. s.r•- " co`�' FINISHED FLOOR FINISHED GRADE0 �N :: ' PAD ELEVATION `� °0 _y Z (UP ER) SAND FILL N x X - - . _ 12 FINISHED FLOOR IIP ,•. ..-- . .'• - Q� • .-.•. - -.i MIN (LOWER) _ Z MZr-- • ••• - - 2�° '••!` •=a ''' NOTE: IN NO CASE SHALL THER SWALE FL o -: • - . -: SAND FILL ;,. ,-- • � • PAD ELEVATION .... _ �.-- .•� BE LOWER THAN THE BOTTOM OF THE -- FOOTING WITHIN 5 OF THE FOOTING PAD ELEVATION SAND FILL ; •-• 2 MAX PVC DRAIN PIPE MIN APPLICABLE DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE >- (WHERE ) THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE EXTENDED DUE TO STRUCTURAL REQUIREMENTS. O PVC DRAIN PIPE o (WHERE APPLICABLE) CD TYPICAL SECTION3 EXTRA DEPTH FOOTING DETAJC"�B o� NOT TO SCALE NOT TO SCALE '+ a N N W 00 0- Lu V U W C.7 _z 0 11-11 PLANNIN13 r DE-91©N r CONSTRUCTION J d C) 40810 COUNTY CENTER DRIVE r ■ ® TEMECULA,CALIFORNIA 92691-6422 C❑N S U LT I N E3 951.676.8042 ■ FAX 951.676.7240 www.RBF.com d O Q DESIGNED BY DRAWN BY CHECKED BYLD06463GRCONSTRUC7IC�N RECGRD DATE BY RE1/1510NS DATE ACCD BENCH MARK p�E S S 1 SCALE �� �tiq RECOMMENDED BY: DATE: 4Z44&->7OFTEMECULADEPARTMENT OF PUBLIC WORKST-32-81 RESET 1987, A 2 1/2" DISK M. oorY J. EVERS K. HAGH I GH ISHEET NO. N IN CONCRETE WALK NEAR THE HORIZONTAL `� �� �� PLANS PREPARED UNDER THE SUPERVISION OF o CONTRACTOR INTERSECTION OF FRONT STREET AND ACCEPTED BY: DATE: �Q D dV T c LO RANCHO CALIFORNIA ROAD I E01.� -1 ; H AS NOTED � No.60132 � 157DA(IT EL A YORK 4�h a� SIDEWALK OF A BRIDGE OVER THE DATE: - INSPECTOR EXP. 06/30/08 TRACT2.3992 CITY ENGINEER r� `MURRIETA CREEK ON THE NORTHWEST � ar �-- �, JOHN D. TANNER III d ,� CORNER OF BRIDGE. VERTICAL L �' a AIL SHEET' DATE COMPLETED q j p� 03/31/08 a- �` 14 R.C.E. NO. 60132 EXP I RES: 6 30 08 R.C.E. NO. 43212 EXPIRES: a :X989 �4�0 _ N/A OF C A� N� OF 4 SHEETS ELEVATION = 1007.337 --- .� IGoal TIE R RJAS small ROAD J -- _ �.. F ST. IMP PLANS mango,,, O�Q'. "`- . `"w_"--.. -- ` . • r,,,.,nr ter.+ milli 11 vis 9. ---�` w ""m -•»T ter. ----------------------------- EXIaT-fNG---5L0PE- - -T_ _ -----_--- 05.5 ----- - - F IS % rc. !KAUW: 06.0 10000� 06.0 Fs , / FS AV/AR 05.54 5.3 TG 2 5.2 TG 2 5.2 TG 2 3 FS-GB 19 I NU 4 • 3.93 INV0.5% INV a .05. 16. 1/5.2 TG2 3 0.8% 005% 5% -- 44, . /TC TC 3.44> INV ~ mill [05.60 4Q 12 12 -. --- -.---,- .--�~ . �, 4 .. 05.4 FS _ 4 24 Now- FG c\j 3. 3 INV (�) �- 05.09 05.31 05.4 1 ° � 05.4 05 98 Q5.9 � 05.98 FF ti► �- 05.4 g$ 05.98 FF 05.9 05.40 TC 05. 10 GFS GFF FF FG (10.9 � Q FG \.g5 i 3.9� 05.65 FS FF f8} r�, FF 05.65 FS FF GFF 1 .7 TC a_ 4.8 TG 2 15. 3 DRI EWAY 5.3 0 63. J 6 4.00 INV ,� o c, 7 5 ST. ST 14+50.0 1 2 - / ,. T�'•Q 015.83' DR EWAY GUE `n o / nCD ! ?% ST. STA. 14+ 9.29 LIN ,� 32 , �, 27 6 - 2% � c .. .` c� I 0 MIN TRAIL �- �1Q MIN 04.93 04.9 05.48 6.3 Tc -- � ry a TC GFF FF=1105.98 cv 05.98 05.40 2 \�Q5-9_8 05.4 R A I'N I NG AL D T H � � 05.98 GFF , . 8 FFPE=1105.4 � t 1 / a FF 405.98 FF FG P O�JH RA I G L N t .� FF , TC 04.9 GPE=1104.9 c� 0 L 06 18 GR � a. k95-31 4.5% 05.65 FS0 � , FS - 4 0� GFF CD 6 3 , a 4 s „ * 7.83 DR I V�WAY �5- 05.4 2-4 STEPS o + 04.8 ._._.. 05.45 FS 05.39 FG 00 05.54 FS �� 2% ST. STA. 14+ o2.53 , GFF �. FF 05 4 4. 1 c? 05.03 FS 4,� 05.5 �. 05.98 D5.31 04.87 FS � �, 7.8 DRIV W � �� 0 05.4 (09FG FG � 4.80 5.3 g8} FF GFF ❑ ST. ST 14+28.01 FG C �. 05.39 ' C .4% Pka .6% u 'N\:"4.8 TG "v 2 �- C) 05.98 FF - 4 8 04.7 o GFF 4.20 I NV 65 -,05.98 05.98 . 05.65 FS ❑ I T� 05.98 05.4 A 4.70 05. 15 FF 4 FG FF 04.98 0 .71 GFF FF GFF TC � FF�-1105.98 1 .3% 15. 3 DRIY6AY- 4. 12% � as °-- ? PE=1105. 00 ST. 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IN 04.4 r , 4 �- Q# _ 3.3 IN 0 FG FG-HP _ _ Q N 05.45 05.02 - FS-GB /FSTC ° • �-'-. •Q% FS - 4 c w .._...... �. � ,.....�. 3 3% ......... o So 1 04.42 ,- �.- * 06.5 0b Db 06.5 N 06.5 " ES 1 .0% 4.3 TG v TC 4 v 2 �• 16 V-% FG06.5 FG FG ° 2.0% 0 4 8 , 8% 2.Bo I N �. cly 87 0 / FG HI 07'41 .08 4 4.94 04.3 . 07.08 0 - 4.4 TG 04.78 05. ca 5.2 TG 4 TC - F 0 .73 C 2 3 05.28 2 \07.08 F FF 2 TC 8 3.8 INV GFF x5.28 FF FF FG FF Q -- � FF 4.64 INV p 04.31 NV 3.� 04.94 FS d 15. 3' DRI EWAY �- a- .. 4 �. c0 O cq cry 2% � ST. ST 13+78-02 =r � I P-1 � � 07.08 0 „ o MIN w 3 TG2 3 0 08 I ' ❑ 5.00 INV 5„ DROP /FF I '"'� 6. 1 ' v, `0 33 05.28 64 0 2% � � � � 06.68 MIN 1g �' �•'` D � D 07.08 FF % c c" � 04.2 6.3 p FS 06.66 � 06.59 1 � .. E 07.08 FF 06.75 FS n FS D a0 TC -�--- 04.78 V 2.0 GFF _ 05.28 FF 1105.28 04.7 / 0 06.75 FS FF 1107.08 GFF X w � FF _ F � / -- �-- 05.28 FF PE 1104.7 G - PE 1106. 6 s--- � .. 2 � 04. 3.6% 04.94 FS GPE=1104.2 ca � 1 / GPE -1105.9 a IDE 0 FS �I 0 / 7. WALK V, � � / � 7. 8 0 08 � V, JE �5-0 0 FF � 0 04. 1 04.610 • 07.08IFF 0 -�-- co 04.78 FS FF FF / -- 07.08 Q a c� t U TC 2.6� � G � (ozo / ❑ /FF FF L1 4 Ir- w , � � 04.28 FS 0 04.7 cv fig) / „ m oh n 7.8 DR I V WAY 6, 1 0 „ w r� 06.58 6 DROP 06.5 8" DROP 4 SIDE - �, 4 _ 0 FG }- / 0d 06.41 0 ST. STA. 13+ 6.02 3.�% �--- / GFF GFF . 06.41 wAL . ._ 04.61 0 / w GFF 040 00 � o GFF o GFF 4 p C - 0 2% �9 05.28 05.28 �, N 04.44 FF c� -, MIN TC GFF FF .' `� 3.8 5 o C0H I � �! W 2% LIN ' o MIN 07.08 FF �- ° a 15. 3' DRI EWAY n 2" r � �� _.�..__ Q 10 cam► • 4 06.75 FS 06.66 FS �' 7. 1 r- „ N w 00 04-52 ST. ST 13+2J9.27 v� � 06.24 FS GFS - 06.24 2-4 STEPS 1 � TC 04.40 c 04.92 FS - GFS = 06.41 GFS=06.33 TC 03.83 04.25 FS w o 03.9 05.28 FF cn 4 � TC 04.44 05.28 f 06.23 I-., N Com. N i N ,_ 0 05.44 05 28 �C All oil ° TC I ---.- 04.94 FS 04.7 FS I� "� �- 0 r� rn b- N `� 00 o GFF FF FF ���, o- 12+28.91 RANCHO HIGH ANDS DRIVE , _ L = FG 4. TG 2 A E ON I A ao 06.21 � �i �' �-- ❑ ❑ 2. I NU w =11+89.27CLL B L N _ tU c�I � ,, - 4.2 TG 2 3 .1 �a. to ., 1106.09 F / - FS c �- 3.6 I NV 04.6 ; c� FG 04 Ln c� c� 0 a w cQ to v RIM 0 D F•--- r- C� I--- a i--- 0 Ca i- + __ ___ 8 SEWER 2.5 05.91 V_ ac Q - CONSTRUCTION Na RIM 11 _ 4. 15% r 1 2 Q Q CALLE BONITA INSTALL 6 GRATE PER N.D.S.N.D.S. NO. 40 OR EQUIVALENT VALENT PLANNIND ■ DES113N r CONSTRUCTION �� � �"""`� 00'MalF-� �`�" awmil � '�~ �� �~ �� ........ CO ~.�. �~ "�"� '"mr "`�`"`� "� mom"" "�� --r CONSTRUCT DOWNSPOUT CONNECTION `" 13+14. 10 CALLE CRISTAL 3 10 0 10 20 30 � T_ • v- PER DETAIL 4, CASE 1 0 c cV) c~n =10+00.00 � CALLE BONI TA 4 INSTALL 4" PVC DRAIN PIPE a 1103.59 FS � ■ � � 40810 COUNTY CENTER DRIVE 5 INSTALL 6" PVC DRAIN PIPE GRAPHIC SCALE < TEMECULA,CALIFORNIA 92591-6022 C CI N S U LT I ISI 13 951.676.8042 FAx 951.678.7240 a Www.RBF.com8 CONSTRUCT SIDEWALK UNDERDRA I N PER STD. NO. 303 a C) Q DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK �E S S f / LD06463GR lill SCALE Quo �� RECOMMENDED BY. DATE: �l �jTY � q� M. DOTY J. EVERS K. HAGH IGH I DEPARTMENT OF PUBLIC WORKS cy T-32-81 RESET 1987, A 2 1/2 DISK jA�yy T � � � SHEET N0. N IN CONCRETE WALK NEAR THE HORIZONTAL. ,�► � � �� PLANS PREPARED UNDER THE SUPERVISION OF 0 CONTRACTOR INTERSECTION OF FRONT STREET AND �, _:____ ACCEPTED BY: DATE. �/ 0 .� o� T cPRECISE `O THE PLAN RANCHO CALIFORNIA ROAD IN E AS NOTED w No.60132 � � "� SIDEWALK OF A BRIDGE OVER THE = DATE: DANIEL YORK INSPECTOR � � .... TRACT 23992 MURRIETA CREEK ON THE NORTHWEST CITY ENGINEER JOHN �- D. TANNER III CORNER OF BRIDGE. VERTICAL J� e f y 0, : PHASEo r DATE COMPLETED 40� 60132 EXPIRES: 6/30/08 R.C.E. NO. 43212 EXPIRES: 03/31/08 ralo''1 °- 0 1.l R.C.E. 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T 03.90 r. , 3,3 r ¢w % FF_1104-28 � GFF . 9' 06.58 06.50 06.50 �- _ 04.48 .. 06.58 7 DROP AC o MIN =11 .7 6..5% 3.26 6 DROP GFF GFF g w PE 03 I -03-.2 03.65 \04.48 FF / GFF GFF Z r-I 4. 0 .70 C TG I c7 H�� 04.28 GPE=1103.2 04-28 GFF FF .. / o 07.08 07.08 ❑ z ¢ FF GFF ' 3.4 I FF FF 'Q: I FF 3.21 � 15.8 DRIVEWAY - 07.08 �--- � I 2 03.70 C ST. STA . 12+6 .43 6. co o V) / �R.08�� FF w 1 2.2 INV o r` _ [� � 4 FF � I oc GFF ,� ,.r, ,..,) 2,� ,o x / ❑► 4„� 2%1� 7 83 DRIVEWAY C) " I W �• / SWK 03.7 2-4 STEPS 5I 63 � +� 03.86 FS ;; TA. 12+05.78 II 04.48 I ❑ w FG cn 03. 14 v) 03.53 FS �, . 1 ,, FF 2-4 STEPS N SWk 5.0 �° 07.08 FF C a V) 03. 04.28 03.70 TC 03- 1004.48 FF 07.08 FF ' GFF ❑ 03. 10 � TC 03. 5 04. 15 FS 04.48 v� .2� /06.75 FS .7 2 pq' FG FF �, ,� 5.8% 6 04. 15 FS 03.49 FS 0 z 06 5 06.75 06.75 FS � TC , , F- - ---- GFF � 06.6 FF=1107.08 2 < GUE ~ ~ I / GFF GFF I 04.28 FF --�- . 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A. 12 3.78 -N •U , ❑ I � � o FG � / 06.5 cn; C]_-__. c�z 4 02.91 a, o / 06.5 06.5 06.5 FG �-�, r-- �� 03.3 �o3.8803. •3.5 TG � Z � z106.5 TW TC �,,�^ 3. 1 TG 2 303.8$JFF 8 N N 2 FG ►-� FG AC AC FG o p4.28 2.88 GFF / 3.0 INV 06.5 TW cv / � 04.28 FF 10; $ 3.6� 2.6 IN FF 03.55 FS FF , I S / 4 ��. 03.0 TF [FF 04.28 03.32 2.8 TG C 01 .0 TF 6.0 TG 2 2 6.0 TG o 0 03.3 TG 03.95 FS FF 2 3 to o_ GFF 2.3 INV � � o 99.5 I NV 06.3 06.3 5.0 INV I 2 - I 4 06.5 1 .0% _ 00.4 I NV -- 6. 1 • FG 1 .�� FG FG _ 4 C� D 2 a 0 3 7% I q 15.3 DRI EWAY o ❑ 5 •�� 6 �._ .. . sT. sT . 12+ 1 .02 PP_PpPPPIIo--pm ,,., �' -- 3.5 T G N 02.79 3 1 .0% 1 .0% 06.5 TW I 2 _ " � � 5 60 4 60 06.5 TW 1 .4 TG 2 4 -.. 0.4 I NV 0.8-2 �� ,¢ TC o 03.5 TW PAD=1 101 . 7 - 99.80 INV 01 .0 TF z 4 -•. 21 _ B �? 7 PAD 1 101 .7 7 01 .0 TF 7 � � L � � 02.7%J6.2 0 0 01 .0 TF ( 1 .6 TG) 1 .6 TG 2 61 N 4 TW �'�- a_ . 03.31 TC n 2 99.4 IN 0 '0 04.0 TW ° 03.30 . (99. 1 IN �- TC GFF 03.$8 FF 1103.88 1� cn PAD=1 101 .6 01 .0 TF �.5q ,,` m D ..�, �-- 03.3 CD LL_ RETAINING WALL PER o 01 .0 TF o ,� I ❑ L. FF PE=1103.3 FG SEPARATE PERMIT 2 61 02.6 03.88 FF PAD=1101 .6 6 200% I I I.dl TC 2. _ .... . . .� .�. ... .. ..� _ �. .. ..... . .. �. .. ... .._. .�. .. ._ ... .... ._._. . .. 03 55 Fs GPE=1102.8 03 88 DV OV 02.6 �� IFF Z ° TC ❑ 03. 13 0 ❑ I H hl.I ��____._ 0 2-4 5TEP5 a, ¢ I J 2.4� oo Q3.45 FS GFF 0 � �n� 18' \03.3 *INSTALL BUILDOUT AREA DRAINS AND PIPE PER THIS PLAN '� 8.33 DRIV WAY Q02.79 FS �r 0I � --o D o 6. 1 I� FG ST. STA. 12+ 9.00 4 I o V) 0 2 3.7LL. I � . c� 03. 13 I E 6 02.57 GFF 6' 2.0% TC 03.88 00 I -- w 02.96 03.88 FF I 0 �S IDE N 02.52 GFF FF I LO ❑ WALK � � TG 3.7% 5 ' . r.. V) I 7. 1 ' co I O D rn f oa 0� c� 16.3 DRI EWAY 4 Q -_ " I Ln ST. STA. 11+c%42-27 II �- 03.5 I �'• C) o '�.-- I Fs CONSTRUCTION NOTES ❑ � ,�, GUE � ./ �- � �„ 03.88 FF I ,� I--- CD 03.48 FS 0 . 03.55 Fs 2 INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT � 5.9% 02,96 02.98 FS 03.8$ I 2.8 TG o 0 I 02.3 03.88 2 TC GFF /FF FF 03.3 I 1 .68 I 3 CONSTRUCT DOWNSPOUT CONNECTION � p 02.86 FG I 0 PER DETAIL 4, CASE 1 c� o o ❑ I TC 6 2� o j 02.40 - 2.3 TG 02.65 � �- 4 INSTALL 4 PVC DRAIN PIPE TC '"' 1 .3 IN 2 3 '� 100.0 o •,, FS-GB / 5 INSTALL 6" PVC DRAIN PIPE ' ' opowo ..--�- 02.27 �' 5OL TC 2.0� 1 N 1 .0� _ 02.9 � 6 INSTALL 8 PVC DRAIN PIPE ...• .� FS-GB 0000, (DQ1 .5 T I I Now �;.--- 2.6 9 �o . 7 INSTALL 10 PVC DRAIN PIPE S a• FGHLINE w N 6 � Q 0#00 cl- bi 0 / V) R . /2.6 TGw2 10 0 10 20 30 1 .5 I NV a_ !� �► - z GRAPHIC SCALE o 01 .68 �• RIM 0 f PLANNING ■ DES113N ■ CONSTRUCTION } J 0 0 44814 COUNTY CENTER DRIVE r r TEMECULA,CALIFORNIA 92591-6422 Q C E]N S U LT I N 13 951.676.8442 FAX 951.675.7240 www.RBF.com O D Q DESIGNED BY DRAWN BY CHECKED BYLD06,w163GRCONSTRUCTION RECC�Rt3 DATE BY REVISIdNS DATE ACC D BENCH MARK �E 5 S SCALE RECOMMENDED BY: DATE: oOFTEMECULA �� q� M. DOTY J. EVERS K. HAGH IGH I DEPARTMENT CF PUBLIC V1IURKS N T 32-81 RESET 1987, A 2 1/2" DISK �D T ANN � �. SHEET N0. IN CONCRETE WALK NEAR THE HORIZONTAL ,�� f �� PLANS PREPARED UNDER THE SUPERVISION OF 0 CONTRACTOR INTERSECTION OF FRONT STREET AND 1, off` r FP - -- .- ACCEPTED BY. DATE. .� c LO RANCHO CALIFORNIA ROAD IN THE � - R ��, SIDEWALK OF A BRIDGE OVER THE AS NOTED � No.60132 � ---• � DANIEL YORK DATE. � Q INSPECTOR Exp. 06/30/08 '" ''' �:'t.Y. MURK I ETA CREEK ON THE NORTHWEST CITY ENGINEER :: >:4a::::; �-- J, C) JOHN D. TANNER III d„ ; Q CORNER OF BRIDGE. VERTICAL ,� �� y �1. PHASEa d1 DATE COMPLETED � 03/31/08 ••• • • 0 60132 EXPIRES:RES: 6 30 08 R.C.E. N0. 43212 EXPIRES: ra.�•�•••1989•.•....��` °- �� o R.C.E. NO. E / / -- --- �. F � ELEVATION 1007.337 N/A C A ��°� 33,v360 � SHEETS