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HomeMy WebLinkAboutTract Map 29798-10 Lot 16-64 Precise Grading Y OF T M C LA GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04--04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUC11ON ACTIVITIES. PRTM,IEc�TE PR C1 IN PLAN �---50.00' 50.00' 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1 X. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' 1 �£ T 9 98= 1 0 LOT 16= 6 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL 17-1 ® EXTERIOR WALLS AT NOT LESS THAN 'A PER FOOT FOR A MINIMUM OF 3 FEET. a 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. REDHAWK PM LOMA PLAN 4 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR CAWfON PLAN 3 6 WN STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES ROAD REDHAWK 48 P OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT P�crnr 63.67' 56.17' 49 SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. . 47 WOLF VALLEY ROAD 2 50 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, 71 35 46 GAR GAR SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE 51 BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 34 436 45 FILLS OVER 1' DEEP. VICINITY MAP 70 26 37 44 52 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA's PUBLIC WORKS 33 53 INDEX MAP • 27 38 43 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 32M ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING 50.00' 50.00' rd 28 31 39 42 54 SCALE: 1 = 200PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / ® SH 3 55 FILL SLOPES. 25 29 30 _ 40 41 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 24 rj 5fi F Y 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PLAN 223 1 g 61 PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER 66.67' 22 21 20 fi0 59 58 57 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN PLAN 1 18 fit RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 54.00' 17 63 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GAR 11 12 13 14 15 65 66 67 68 16 64 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN GAR ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC110N MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. LACE 6 w PUBLIC WORKS DEPARTMENT PHONE: (951) 694-- 6411 10 9 8 7 6 5 4 3 2 1 0 ? _j _j BUILDING FOOTPRINTS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND " �. c.� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING �v SCALE 1" = 30' 9" 2 THE GRADING PHASE.FINISH FLOOR .; 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE UMIIED TO, INSTALLING, WHERE 20 MIN, ABOVE PAD ELEV. • 290 MIN. �' 2% MIN• APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN D OFF ° _ ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES P� A -1 I I OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK P r s' MI FLOW PREVENTION DEVICES PER THE U.P.C. 8" rrlcrr POINT = SAD N + L ,� HIGH POINT " •° FILL DISPOSAL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL GROUND HAS BEEN ELEVATION-0.2 YIN. A YODEL TYPE �,q' PAD ELEVATION-0.13 2 SAND P� 1 �• CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP FOR RE YARD SLOPES GREATER s Q �,? LOT NUMBER PAD GRADE SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE THAN 5 IN VERTICAL HEIGHT CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A to69.a6 ELEVATION TYPE FOUNDATION CONSTRUCTION, SECTION_ REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE SECTION A-A DEEPENED FOOTING PLACEMENT OF FILL. N.T.S. 5 5' PER PLAN 5' FINISH FLOOR ELEVATION NO SCALE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. 35 - PAD ABOVE PAD ELEVATION 3CR PAD ELEVATION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES s MIN. FF=1070.1 ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 5' MIN. P/L 5' MIN. � D PAD=1069.50 x AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING MUDSIL K K 4' M1 . w GARAGE FLOOR ELEVATION GRADING OPERATIONS. 3' MIN. ' MI ' MI ' MIN. B _. B LENGTH OF DEEPENED ® OF-10•'•67 �d� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. UPPER PA FOOTING (D.F.) x LEGEND U FINISHED ENHANCED ELEVATION 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFELY OF AT LEAST ONE AND + 6 IN. SURFACE PUN PROPERTY UNE F.S. FINISH SURFACE 0 SHEET N0. FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A �� '• P� T.C. TOP OF CURB 200.1 PAD ELEVATION REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND "� ' RETAINING WALL. FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 6 MIN. o x WHEN REQUIRED, �0ty s� F.L. FLOW UNE ELEVATION -- TRACT BOUNDARY • BY SEPARATE PERMIT MIN. R INV. INVERT C DAYLIGHT UNE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 21% MAX.6 "MIN. F OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE �5 , RIGHT-OF-WAY F.F. FINISH FLOOR RETAINING WALL ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH s 2� MIN. G.F. GARAGE FLOOR I SECTION B-B 21% MAX" TYPICAL SIDE YARD DRAINAGE 60.50' DEEPENED FOOTING RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE N.T.S. SLOPE VARIES N.T.S. CURB 1234.0 SURFACE DRAIN EXISTING CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. 2:1 MAX. F.L FLOW LINE ELEVATION PROPOSED CONTOURS 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS TYPICAL LOT G.B. GRADE BREAK OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL PL N.T.S. 2 DETAIL NUMBER ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING i STREET LIGHT 3 SHEET DETAIL SHOWN ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUC11ON ACTIVITIES, IF APPLICABLE. 5' MIN. 5' MIN. 6- FIRE HYDRANT ER ENHANCED REAR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ELEVATION IN OR NATURAL WATER COURSES SHALL BE PERMITTED. _ 3 MIN. 2 MIN. 2 MIN. 3 MIN. T.W. TOP OF WALL NO OBSTRUCTION OF FLOOD PLAINS FOOTING TO BE DEEPENED SR ENHANCED SIDE I F.F. ELEV. T.F. TOP OF FOOTING RIGHT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ENHANCED SIDE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. W VARIES, 6 MIN. TO F • 20 " LEFT ELEVATION 6 + EXTRA DEPTH FOOTING OF SL PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN, MAX. LENGTH OF 20. THE PAD ELEV. � 2 DEEPENED FOOTING (D.F.) PUBLIC RIGHT-OF-WAY. UPPER PAD $ THE LOWER PAD 2'g MSN 12" MIN. NOTICE TI C E TO CONTRACTORS N TR A C TO R S 21. APPROVAL of THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � .q-1, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF $ �N. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE � � M OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL ' APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER APPLY CONTINUOUSLY -1 g M�^! 2 o Mp,X TING NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. 19 1 � 2 � NOTE. THE EXPOSED PORTION OF THE DEEPENED F00 G AND Mqk T SHALL BE FORMED. DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY S T THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SLOPE VARIES 2:1 MAX. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 22. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SECTION C-C TYP. EXTRA DEPTH FOOTING PLAN WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE N.T.S. N.T.S. OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS SOILS ENGINEER OWNER DEVELOPER , CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 - a� APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PACIFIC SOILS ENGINEERING INC. STANDARD PACIFIC HOMES EXCAVATION 1225 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 7715 CONVOY COURT 255 EAST RINCON ST. "g Underground Service Alert EMBANKMENT 1225 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 SAN DIEGO, CA. 92111 S.200 CORONA CA 92879 SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 858-560-1713 951--372-8500 OA: TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 858-560-0380 FAX SHRINKAGE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS E " 1-800 E IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 227-2600CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TME BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD g Two wolhcn+e DAYS Off= rou as TOTALS 1225 C.Y. 1225 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47-45'28"W LD05-144GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE e�E�io , Hall & Foreman, Inc. RECOMMENDED BY: DATE: g D Drawing No. � CITY OF T DEPARTMENT of PUBLIC WORKS Engineering-Surveying.Planning-Landscape Architecture RIVERSIDE COUNTY 600-62--69 1970 �„ !► s�s13 Park Drw. T.m.e�, ca. 610 � � o� CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL a IIDr ' I%. W9 676-6726 Fax.W9 M-M6 ACCEPTED BY. DATE. 8 STAMPED fib RESET, 2.9 MILES S.E. ALONG PALA ROAD o PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN •-N-w PR ARED BY RONALD J. PARKS - - - INSPECTOR N C.W.T. 3' 9_���� DEPUTY DIRECTOR OF PUBLIC WORKS _ . TRACT 29798-10, LOTS 16- 64 PAVED ROAD 5 . 6295 N.W. OF TEL. POLE 0 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 vERnCAI ��► FRED W. DOERVEs DATE: •. . AREA 1 E PHASE 6 E "i - SH T. 1 OF 6 DATE COMPLETED CA�� R.C.E. No. 16526 EXP. DATE 5-30--07 R.C.E. No. 19744 EXPIRES 930 0 TITLE SHEET J.N. 34001 3401 EPH6_01 05.12.05 SEE SHEET No . 4 SEE SHEET No . 4 -r- - a ago i _ 4 7 1059.8 57.46 c i III `A � 65 34 o H.P. 1 .49' J ov U N 6 1059.6 � 59.3 • I %6 1.090 MIN. 1.09, MIN. �s •G F r >� 0 8 N o N J N H.P. F.L. o Z N z U-- ® Cn n rn , co m LO �i 6 m °n'• n j ®� L z co 59.2 60.17 �j �n ® n �? ❑cv 6 4 . � N i � °' ,n � V- � ,�N c? ❑to o LZ rn ® CID _ F.L. F.G. � o © 4 � o C) L0 ' trio o� N� 000� � oof� �� 59.2 �n oz 59.97 59.3 F_ N �n n n .� SPO C/L 1 CSL / 1 � n `" � OD 0 � F.L. F.G. 5 ,� LL 9.1 � WY 10 o �"' N 0 D.F. LO � � � = F.L. � w • moi D.F. co C` LO LO Z LO C) 22 0 59.97 60.17 r IIF.G. LLJ o � = Z � o Ups MIN. w F.G. 0.1 F. LO �, Q0 0 � „- PLAN :5 � e- � 9 D.F. • C� N � o PLAN 1 A o 0 58 F.F. 10 60.67 0 2.090 n LI < n mss,. 0 LI a- 0 N D.F. 3C o z O LZ �LZ 0 m n$MIIN � � PAD 1060.0 _ w MIN. o �; � � �, � �� w F.F.F1060.47 V) ori o oo�,l co vo 8z LIJ PAD 105 .� N D 40 � � � 59.65 60.17EMREM F.G. W10.5 'o F.G. 59.0 1.090 MIN N _._ i D.F. 0.61 .49' � 98.o5Z 59.65 D.F. F.L. G.B. o F.G. G.F.=1060.12815- 1.01 MIN. �, - r (� 7 °D S o ' _.. ao n '�' C0 •D.F. .97 59.81 F.L. G.B. ,�6°I• �a ON o ,i r- �- Ec0 °' 76%LnL o r; `n n c'cv "� o �? �` ? F.G. cV �y1 r7 co o co , - o 0 58.10 w r � o Leo) , \ �o 0 0 � � F.L. G.B. ai F.S I� � D. 58.02 LLI • � 58.02 U') ET- � -� F.S. r ^ o _ � '� I o • � � cL Nr F G.B vJ ZLO Ln0 0 2.090 ' ' 3 ' o Zaf � 0 ,�' '1�" ' I LO MN � � � � n � m0 Ico � ' n- � N .s F.S.o CD , li Q m ' M lid 2.0 6 too =36.90 �' 10 .99 n n o ca C i �vi ,n U' c.i c� M N o 57.76 V- Pr) C•/ rn � � L 1 L 1 c�i�` �n r7 J TT �jr�tom: o . c� o, 'n F.S. 10 7. J® t� � c�II r6 � / / LO "i Il,n�o v o o AVL • - ( 73 ►n ® u� to �� u7 � 10.0% WY ip 10�.0�. u' -- 0 N ®� to �" r.C. df600 r ® O ' 24 Li 1.0% MIN �`� N w s 69 1.090 MIN. - Z 1 C57.36 e» SSR - � 1057.68 S� 0 1 .- � 100,70 -C. --- 1 RIM 102.49 ? •c u� I F �� % MIN. v0 � � PO � 0 Nom N n N •�,� �� ®LO W ' r � � � � 00 6Ci qL0 ro 6 Nvi� Zvi �� io 'n J � o0 000 Cri w 8 WATER057. 1 5 •71 u� a` "n rI r i T 'n ' N �- /L 1 / 1 N - II t• rn J C 5 v T. /� cli �n -' `� p 9.990 �` `n PO 10 8 r- 1 4 0 = n � � 8.69: � _- WY _ _ t• � o a: � r-C 7' v v ^ to o � � to co rn MIN. W . /F cr) I o .a8 ® L� Q • n LO • n li Q ao N �"� ro� 3 2 o as ❑ L=62.49 �� 57.75 O 57.95 •39 r• � o �` �`n. - V- .u7 57.66 F.S. F.S. • 2.0% CV N o 600 cn � o� N� • tri - " 57.81 N 'AGO MIN. r6 J � U- � � �� , rn J U o o ci o a- o v �� F.S. �" ,9 �i 58.3 N a0 58.2 uj rn F.S. h°�•G• 54.45TW U-)L hJK* �_ ,• .as Un U. F.L. G.B. F.L. G.B. n - 1058.87 52.45TF pyo' •c� F 1.090 MIN. 0.2 r C. C� 59.50 U. '- 59.0 •F• 1.0 MIN. 88.00 59.21 89.18' ��" F.G. F.L./G.13-01- 59.98 4" WALL SUB-DRAIN S� F.G. ,c. .s / ��' Ca- =1 60.37 F.G. 50.451F 1 RETAINING WALL PER .4 .�, F " ��-G" 0'4 "59.86 59.0 SEPARATE PERMIT 0.45TF D.F. FGF.L. G.B. 51.01 TQ- 1051.79 10 2.83 0 4 19 5 Ua co 1050.88 51NV 051.34 T C T• ❑ D.F. 0.3 T.C. T.C. 1051 44 I D.F. F� D. a RIM PLAN o.o z o PLAN F. I 4B D.F. 3AR z M 0 S EASTAR P LAC E F.F. 1060.07 o F.F. 1060-87 D-F. z , 0 o.2s1Ifl PAD 1059.4 PAD 1060.2 F.G. 0.1 59.6 0 CONS113UC1101-IQIE•S D.F. 59.57 F.L. 9 0.3 � > F.G. 0.0 ❑D.F. 1 SIDEWALK UNDERDRAIN THROUGH CURB PER THIS SHEETD.F. ' be ®® 58. F G. o z ;n 58.8 0.37 F.L. N F.L. 60.37 o Z F.G. F.G. N F.G. ' 1059.2 F.L. 6' SIDEWALK 6• H.P.MN. W INSTALL POLYETHYLENE n 1060.0 INV. OF PIPE IIf 6" INSTALL REMOVABLE COVER PLASTIC DINT MATERIAL o o H.P. ABOVE GUTTER PLUG »QUICK JOINT' OR EQUIVALENT 50 9 . B D ' 9.FLOWUNE. INV. 117:1111111117 » 94 PVC 4 D T P In.PER PLAN 4 . o d e D p +/ 10.Os u-BINV. EL.EV. 4»x4»x4» » » / Q CURB AND PER PLAN 3»x4» TEE 3» 9 6 2 MIN. •; GUTTER MIN. PVC REDUCER r r I (SCHEDULE 40) ELEVATION SEC11QN B-B PRIVATE DRAIN THROUGH CURB-DETAIL NO SCALE Underground Service Alert 9 N R CoN: Toll FIRM 1-800 0' 20' 40' 60' 80' 227-260a LD05- 144GR -r9c- 1rw� w�ot�cMra cN►Ys BUM Tou oic SCALE: 1 " = 20' o� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE � Eaaip Hall & Foreman, Inc. RECOMMENDED BY: DA •9 a DrawingNo. CITY OF T DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 Engineering Surveying-Planning Landscape Architecture CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL '�" 43513 �. Pork Drive TN mft, co. 92M � ,� ,� _ �. 90! 67�-6726 F�.� �-�. ACCEPTED eY: DA 8 PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS W pp', 0-30-W + PREPARED BY: RONALD J. PARKS INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE _ DEPUTY DIRECTOR OF PUBLIC WORKS • • • TRACT 29798- 10 PAVED ROAD 5' N.W. 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H.P. ci N r- rn 1057,2 o cv H.P. °'L H.P. �► N o r`' - 1 s 4 6' 54,1o 53 0 52 ' I 51 7 ' 50 2 - 3 4 5 ' 6 9 7 8 A C y 0' 20' 40' 60' 80' SCALE: 1 " = 20' kin Underground Service Alert CaN: TOLL FREE x c 1-�800 227-2600 ,� ,,, LD05- 144GR - � D J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALEEss�p Hall & Foreman Inc. ��� DA o DrawingNo. ,� � RECOMMENDED BY. / C I TY OF T DEPARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 Engineering-Surveying-Planning-Landscape Architecture / BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL « �'3 �. Part ori" T'""°"�°' Co. •2s" �" STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o M0. >I Ph. W9 5715-6726 Fax.W9 M-0106 ACCEPTED BY. DA • 8 PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN �• �- � # PREPARED BY: RONALD ONDEP�D J.RPARK OF PUBLIC WORKS PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C.W.T. 3 ' �t •� TRACT 29798- 10 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 � � ``�� FRED W. ppEROE'S D►I►7'E: . - - DATE COMPLETED �� R.C.E. Ma 1 EX'. DATE d-30-007 R.C.E. No. 19744, EXPIRES 9 05 AREA 1 E PHASE 6 LOTS 41 45, 51 50 SHT. 5 OF fi J.N. 34001 3401 EPH6_05 07.12.05 22' CONSTRUCTION NOTES: 10 10 1� ® � , �- FINISH �'J CONSTRUCT 2 V-DITCH PER DETAIL HEREON SURFACE � 2 I 2� CONSTRUCT 2'-6" V-DITCH PER DETAIL HEREON INSTALL 4" PVC SDR-35 DRAIN PIPE 1� "' 4Q INSTALL 8" PVC SDR-35 DRAIN PIPE 4" PAVEMENT 5O INSTALL TYPE D-6 CURB NATURAL GROUND �6 INSTALL 4" AREA DRAIN SECTION NOT TO SCALE LEGEND: 1090 33 PRIVATE DRAINAGE EASEMENT -1 4 6' HIGH BLOCK WALL PER LANDSCAPE PLANS 24" HIGH T.S. FENCE ON 36" BLOCK WALL O PER LANDSCAPE PLANS 010 � � Q �OG - 8' ® 6' 10" HIGH PILASTER PER LANDSCAPE PLANS 4" _ 2,_8" 6" 3,_2" 6' BLOCK WALL PER GATE PER LANDSCAPE PLANS LANDSCAPE PLANS RETAINING WALL z b- 1fi 2:1 66.00Tyy •'s 0 6'S1� b SLOPE 64.00TF �O �F ��` 4 64.20TG 6� F�.• w 6 O o_ �5 62.701NV O �O N 0 4 G� DRp'� c_ \, ►� 19p MIN N of (0r• O N� NATURAL GROUND cn z o 0 0 ' (0 0 0 6427, CK) .80 , (0 LO 0 FS to� to '► 1.62 24' O �• OQ _ _ �^n 15' N- U 0 64.8 64.62 VC sg p �, " co O q- q F 5 F$ �`'�6' O F `L 2 -6 V DITCH 1065.9z -� Q� S S .. - X- M• :+ SEE DETAIL FG. � � s�S �O �° � �-�" SEV�IER ::._... HEREON o 0 o w ��r-, S 9 �� 8" v C P 2' V DITCH w o Sy 6 N- �- EX• SEE DETAIL z o rn ~w 6 6 ?A G M HEREON 6 BLOCK WALL J co t� O o 4 �G �� 61• p. LANDSCA E PLA S• O, 3 CO � � s � � �. IDEN SECTION F—F w 64.20TG '� C' �`• F�S�M EXIST. RET. WALL NOT TO SCALE lT 6 6 �O �09,�, s� 6� c o OF G .701NV 19� MIN 6� 8 /0 -9�. 63.7 FL 2'-6" V DITCH 106 5 RgDING-� —r.r. — --- �s�` 1.007 , 3SEE AIL 00 JG 6' 62.28 TW HEREON TOP OF o En ��` s 58.27 TF ?'� CHANNEL 1060 .451NV co 6 4C) 0�, o U_ 00 r�i�' °' NDER SIDEWALK DRAIN W,q H1GH won C Q• � 0�,. �1� g$°1° � ° g• W=4' PER TR 29798-10 I °�- FL EXIST. CHANNEL 0 ( �, - ��,� 1• Q 0•\6, IMPROVEMENT.43FLPLANS BADGER WAY , -----� — /D h A O r7i ®8' 8 'x8 204 ,/'�01' \�Q `5 , •S1.7 / 2 L ROvIDE COIJ .C' /N 23 5 S F� 01��Q SH, VARIES 2 V DITCH 4 61,�0� `.F\- ry ,�F o SEE DETAIL cv HEREON GP ppF `. 0 6 °p 0 57.99 TC 6" " �� jg 1, `� F\. ,3s 8° 57.53 FL - _GROU N D NATURAL 4 » » EX. 8� �, �, oQ� . 3 03 W = -- ————.-——- A SECTION G— S _ C-P• SEWER NOT TO SCALE _ _ --_ ___ - EXIST. PCC (2500 PSI 0 28 DAYS) 6x6 - W1.4xW1.4WWM Y 47NOTES: 0 2' V—DITCH DETALE 35PAD � NOT TO SCALE 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 1 0 60.0 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED PAD AND SHALL CONFORM TO SECTION 2621 OF THE 1057.3 UNIFORM BUILDING CODE. 2. REINFORCING SHALL BE 6"x6"-W 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED EQUAL. SEESHEET No . P/L 3. GROUND SHALL BE PRE-WETTED TO THE SET BACK PER U.B.C. SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER " PRIOR TO PLACEMENT OF CONCRETE. CURING 19_0" 2 -6 COMPOUND SHALL BE USED WHEN REQUIRED BY THE Ig V DITCH 1'-3" 1'-3" BUILDING OFFICIAL OR ENGINEER. ONLY 1 L 2 NATURAL GROUND r FINISHED 1r7i 0' 20' 40' 60' a0SURFACE a ,�. " TYP `` 1'_6" .��' b 3 410 TYP. SCALE: 1 = 20 Underground Service Alert 2'-6" V—DITCH DETAI NOT TO SCALE CaN: TOLL FREE 1 -800 = 227-2600 LD05- 144GR MWSW YMcc BENCHMARK Esau �/� DA • 9� Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE p ",Hall & Foreman, Inc. RECOMMENDED B'Y: ���, DEPARTMENT OF PUBLIC WORKS � CITY OF TEMECULA RIVERSIDE COUNTY 600--62-69 1970 Engineenng-Surveying-Planning-Landscape Architecture CONTRACTOR HORIZONTAL �� 43613 �. � Dill" T�nnsouM, Co. 92590 . BRASS DISC SET 1' EAST OF CONCRETE POST MARKER ti MDQ z Ph. 909 676-6726 Fax.909 699-0696 ACCEPTED BY• DAGRADING PL_�-1N STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o ,,, PRECISE FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN w �• FSo—d� � PR PAR D B ' RONALD J. PARKS INSPECTOR �� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29798- 10 PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 VERWAL �t . 6 0 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ��* ``E FRED W. DOEMM DATE: ''11� AREA 1 E PHASE 6 LOT 48 SHT. 6 OF 6 DATE COMPLETED CA R.C.E. Na 16326 EV. DATE 6-30-07 R.C.E. No. 19744 gXPIRES 9 30 J.N. 34001 3401 EPHfi_06 07.12.05