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HomeMy WebLinkAboutTract Map 30264-15 Lot 1-19 Precise Grading CITY OF TEMECUL GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & PRECISE GRADING PL N SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PA AREA AREA 2H PHASE 5 MIN. 5 MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 19a DRAINAGE & MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' Qy TR. 30264=15 LOTS 1 =19 3' M11 MIN, 2" MIN, 3' MIN, AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 14- PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHED MAUDSILL RAINBOW CANYON g N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. � REDHAWK PKWY - � � _ LOWER PAD 1'4 ► 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR S LOMA LINDA 6' STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES 2X MIN. ,� OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT WOLF CREEK DRIVE S. ROAD 2OX MAX. 6 MAIN. SURFACE RUNOFF AWAY FROM THS TOP OF SLOPES. -pMAIN5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, JOXJG MAX.R REDHAWK PKWY SECTION B-B SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE -� 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL NO SCALE FILLS OVER 1' DEEP. PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS s 5' MAIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN VICINITY MAP WOLF VALLEY ROAD INDEX MAP � - MUDSILL MIN. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING . . . DEER HOLLOW ROAD SCALE: 11" _ 200' �• FINISHED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / PROJECT SITE / r9 17 '� '� 14 FILL SLOPES. TR. 30264-15D OFF TOP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. '_ P� -D s"MIN. ?1V" i �- 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 4 PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 2X M IN. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION FOR R4R YARD SLOPES GREATER 20X MAX. 6" DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN THAN 5 IN VERTICAL HEIGHT MIN' CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. NOTEm ALLELEVATIONS ON ALL HOUSES ARE ENHANCED SECTION A-A SECTION C-C 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 55.00' 55.00' 55.00' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ,� HIGH POINT ~o Z PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 �o o MODEL TYPE 2X -0/3 ���• PAD ELEVATION-0.13 H �"41 Gj6 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 1A 1C �; 1D Uj 6 FINISH FLOOR SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING �' n? LOT NUMBER 9 Q THE GRADING PHASE. DEEPENED FOOTING 069.06 1069.06 ELEVATION TYPE v E E �' MIN- PER PLAN : . - : p. .� ►p: 29' MIN. 2� 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 35 FINISH FLOOR ELEVATION _ APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN 3CR 8 ABOVE PAD ELEVATION ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 5' MIN, FF=1070.17 PAD ELEVATION 3" OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK PAD=1069.50 ►° FILL DISPOSAL FLOW PREVENTION DEVICES PER THE U.P.C. 4 MI 2"' SAND - - 55.00' 55.00' 55.00' 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS LENGTH OF DEEPENED ® 1� o PAD GRADE ' BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF FOOTING (D.F.) x STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST 2A 28 _ 2C _ ENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A PER PLAN PROPERTY UNE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE NO SCALE PLACEMENT OF FILL. E E RETAINING WALL, d WHEN REQUIRED, 10s�s� *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* BY SEPARATE PERMIT =1069.67 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING GARAGE FINISH FLOOR ELEVATION ;�Z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING � RIGHT-OF-WAY GRADING OPERATIONS. 55.00' SS.00' SS.00' 60.60' cuRe LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 7 F_ FS FINISH SURFACE 0 SHEET N0. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND 3A 3C 3D TYPICAL LOT TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A �_ �_ N.T.S. FL FLOW UNE ELEVATION TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND tn L INV. INVERT FILL SLOPES OVER 30' IN VERTICAL HEIGHT. E 16 A FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 7 1- RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE P GFI= GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH � POINT = PAD N_ L FLOW UNE ELEVATION EXISTING CONTOURS 57.00' 57.00' 57.00' ELEVATION-0.i MIN. N� A 1234.0 PROPOSED CONTOURS THEPADJACENT DGROUND SHALL NDBEUG GIVEN. IS REQUIRED, THE ACTUAL DISTANCE ABOVE PA - F.L Z Z DEEPENED FOOTING C4 G.B. GRADE BREAK 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS ER OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL 4A 48 M 4D + STREET LIGHT ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 5 5' 5' ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. `n MIN. FIRE HYDRANT GARAGE GARAGE GARAGE PAD ELEVATION MIN. MIN. PAD ELEVATION ENHANCED SIDE 11 11 TW TOP OF WALL ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. Cc NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ;i 2ETF TOP OF FOOTING ESL ENHANCED SIDE 2 DETAIL NUMBER LEFT ELEVA110N 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO Bk B a 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. x 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. PA NOTICE E TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOESNOT RELIEVE THE co CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF BUILDING F00TPRINTS Raw JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE SCALE 1" = 50' OF ALL PERSONS AND PROPERTY• THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER F❑❑TING TO BE DEEPENE FOR REVIEW AND APPROVAL. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL o3F . 20, oo TYPICAL SIDE YARD DRAINAGE RAND ALL(LIABILITY,NDEMNIFY REQ ALLEGEDTHE ,, IN CONNECTION WITH ER AND THE ETRE PERFORMANCE OF R HARMLESS FROM Y 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ❑ �F • ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF F.F. ELEV. LENGTH OF OF THE OWNER OR ENGINEER. NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE DEEPENED F❑❑TING (D.F.) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE VARIES, 6- MIN. TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 1 PER PLAN,AMAXPTH FOOTING EARTHWORKUNDERGROUND STRUCTURESNOTIFICATIONS OWN R P R: QUANTITY ESTIMATE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS PAD ELEV, STANDARD PACIFIC HOMES w CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. ES 12 MIN. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: EXCAVATION 950 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CORONA CA 92879 Underground Service Alert EMBANKMENT 950 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8500 SUBSIDENCE OF UNDERGROUND INDICATED ON THE PUBUCSRE�CORDSUEXAM STRUCTURES �LOCATED AT VARIANCE �TMT REPORTED TO THE SITMAEDT, NOT UNDERGROUND SERVICE ALERT: SOILS ENGINEER WI: TOLL FREE NOTE.-THE EXPOSED P❑RTI❑N OF THE DEEPENED F❑❑TING 1(800) 227-2600 SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. 1-800DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111 227-2600 TYP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713 twc wowalro DAYS MF0IE r0u WN.T.S. TOTALS 1 950 C.Y. t 950 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD06-015GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D 5ENCHMAARK oFESSI Om m & Foreman Inc. c Drawin No. SCALE �� RECOMMENDED BY: DATE: CITY OF T RIVERSIDE COUNTY 600-62-69 1970 ��� o�Y J. tt Engineering•Surveying•Planning•Landscape Architecture DEPARTMENT OF PUBLIC WORKS CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL h Z �� �� Th �wok•.Nd csI: 200 Twnmk, Co. 92500 /0 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o < NO• 21914 = z ^'"• $51 294-9= FwL 951 294-9301 ACCEPTED BY: DATE: 37/Z �° PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29' N.E. F THE W 6-30-07RONALD J. PARKS INSPECTOR � AS SHOWN EV6- t PREP D Y. DEPUTY DIRECTOR of PUBLIC WORKS .•. PAVED ROAD 5 N.W. OF TSL. POLE NO. 6295, C.W.T. 3 y, 4-267-006 • • AREA 2H, PHASE 3 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 vER11CAL ��' DATE: • - 1 -� F of `�� J. TERICH :.{ . . TR. 30264 15 LOTS 9 DATE COMPLETED CA R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9;34107 SH T. 1 OF 5 v+ 1112.07 H.P. cn 13 57 � PA 1114.47 FG•8 0 1 r FG oL 0 1112.87 FG 1 =1113.8 128 0 31 1 1 0 1111.77 o H.P. w H.P. 2.9 FL � FC Lp Z x H•p• o FL ? /GB /GB 1 w 0 $ ,car �!v 1357 133 � _ `° w � ? FG FC � Ln tr i ? r 1 _ 1 F13 113.2 13 C0 97 1'L ?126 H.P. w =14 FL 6 .0 13_ 2:1 4 v N 7 � 14.27 2:1 J N , � (A 2:1 =p !! c� 2 O U FG 42.82 2:1 23.48 66.50' •`i '�� `D � 13 0 1113 67 1 w 65.88 -15 3 6 .4 8 H.P 1.9 30264 2.21 U 2. 1 F !v FG 71.57' 40 25.61 � 63.74 � 34.29' a, 17.57 bo � N 68,500 �, 17.57 ,.7 1 17.57 � FG 0 45.80' s A a .c FG o ry 2. w v, 22-70, iv U+ .57 ,, w rn � , n a o0 1118.77 _ G v 70.00' as 141 N �N 1118.27 Z H.P. N 1117.77 cn o O o H.P. ^' 1117.27 H.P. N FG 0 H.P. o z o i _ F9 4 ".4111 70• ' 18.07 19.07 19.07 9.27 G 07 18.57 FG FG H.P. v, 17.57 17.57 FG 0 FG 18.2 18.2 19 v, w FG FG 7.0 17.3 17.8 FL 57 0 16.7 FL FG 57 FL/GB o FL G o 0 I 8.7 ` 1 DF FL 18.07 19,57 w 16.7 FG � v 17.7 w PLS 48 FL FG r A FL PLAN 2AR 0 o FL GB o Z 18 1119 W M p -. o PLAN 1 D � � FL/ PUN 3CR � � PAD 1�19.57 0 � 67 1 co o FF=1118.07 16.3 DF FF=1118.57 ® 118.9 7 H. PAD=1117.4 - ® - FL P W I FL/G1317.1 PAD=1117.9 16.8 ? z FF=1119.07 Z P ® ? ? FL ® FL GB PAD=1118.4 17.3 17.7 182 2CR 17.57 / 17.2 FL FL GB © OF 2 L/G P, 11?0..0 ��o I 16.2 FG 16.8 18.07 17 B 40f 1 07 18 at FL/GB FG , FL 18.25 7 18.65 '7 119,4 FL 3 L/� 13.4 17.75 8.8 FL � V 17.15 QFF=1117.57 18.57 FG FG /GB o 19 97 18.90 © 19.57 at •. FG 13. FG FG =111 .57 �=1119.07 19. FG 7 r c, o' FG G 47 FG � 4 ��1 P cr 1 o 8.3 g.0F:1118.57 8 ? FFs 1e OF 22.5 -+ :'' I DF e N v � N '_ OD � PPOs ?0.47 W C) N cP to 1.0 co ® 119.8 � nn 1800) 7 V l �� U, .051 �� , co F�' 1• ' w �y F 9.70 1\ •47 C I G' Q? L=68. 4' (oCA _ Ln _ •�� 67.00 FS F L_67'98' 0 FS 116.21X01116. 2 nN 1 r w 11 74 r + T.C. + . n 0) -4 1115.27 + T.C. a, rn °' w 1117.19 FS N T.C. a, t°U, � ` T C• � of 1 1 2 _6 8 S WER O N 8 SEWER FS 0 1.3% v M 1LEV. 1116. 0 N1117 1115.35 1 g � r � C/L � + -► + 6 T n � � � rno RIM LEV. C/L� !2 °-' 0T.0 n 69.�p -� cP • + 18 N o� 1116.180Ln � � � O + 8„ WATER o T.C. T.C. cb o) 1115.68 0 o C 8" WA TER 22 r- ` `Nw j J 1 .22 T. � -� 1117.3 T.C. 16.50 T 16.11 3 �N � v � T11814 1115.40 _ = 9 v • O' to ^� -Ia a? •C T.C. 15.62 15.73 L=75.83 L= RAW 1 .26 ^� 82-21' ` -4 i� j,• 4.79 N 66.20 o N Rg ,1 NFS w SEE SH EE O . 5 N I 20 0 10 20 40 80 1" = 20 ' Underground Service Alert GRAPHIC SCALE Cat TOIL FREE 1-800 227-2600 LD06-015GR TW MIXIM 0 DAYS W YM w . ACC'D BENCHMARK a0FEss10 Mo Hall & Foreman, Inc. RECOMMENDED BY: Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE SCALE p . '14 No DATE. CITY OF T • DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600--62-69 1970 t� Engineering•Surveying•Planning•Landscape Architecture • HORIZONTAL �� a Tine NN«w«w Ckwe, sw 20o T«n�o. Ce. Mw Z o6 CONTRACTOR BRASS DISC SET 1 EAST OF CONCRETE POST MARKER h DATE2 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD n NO. 21914 �""' �' 0° F°"' �' s3o� ACCEPTED BY. . AS SHOWN W EXP. 9-30-07 PREP D Y: RONALD J. PARKS PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT 'TEMECULA 29 N.E. OF THE •� * Z 5 06 DEPUTY DIRECTOR OF PUBUC WORKS .•. PAVED ROAD 5 N.W. OP TEL POLE NO. 6295, C.W.T. 3 �y► � �:• , ' ' TRACT 30264-15, LOTS 1 -19 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 vERnCAI. ��F O 1 A`s 11- E ANTH J. TERICH DATE: ••{ � • SHT. 2 OF 5 DATE COMPLETED F CR.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9/30/07 EXPOSE 1-1/4" PORTION OF THREADED ANCHOR BOLT 3/1 TYP ' :1114. o .v ►-►•� ' ' :1114.3 - I J.0 - .��` ' FG 34:5 F13' GB PAD FL�� PAD FL FL/GB FF:1115.47 0 0 o FL/ ; pAp:1114.8FL X x ; 13.5 ? 0 14.67 ? Off• FG �� 3" Z I-� ® FL x N. i 2: 1 14-27 Z / � ' 2" 3.6 14'0 Z ? 14.2 N / ', 23.6° 2 1 FL 14.2 FL 0� 2 �, FG » FL F .0 14.27 14.67 14.97 •� 15 3p. o 14.97 FG FG , 68• 22�p 1/2" x s GALV. ANCHOR BOLTS FG FG 14% FG z 2•� ; ` v. SET IN CONCRETE (4 TOTAL) 4. 6414 17 1114.3 � 1 � i 7• ? 0 1113.9P o H.P. Z st o N.P. cr v, 302 15 `; o�'� y o H o o • � ` �R SEE DET. ABOVE o �• 3°2 � � � ; •�� ,5�° o 1 1 -0" MIN. w ; �,• 1 14.8 LA FG N z 2 1 14.5 -A, 2;1 22.4g o �1 5 1 ,° 14 1 e 14.1 2:1 D FG 2:1 No 8 v, ` FG GO GO FG 1.03' 1 73. 5 20.90 w `, 4 70.07 1.41 1 19.80 GJ , 0 7,4 1 4. • w 3 FG � ry to °' ,�• �Aj tip , Ln 20.40 0 c 5 1 Z ? 0 n - 3'_g" 19.4 1120.77G - NFGaDv, H.P. o? » r �,, 1120.27 6 N 0 • r f 1119.67 0 0o H.P. N 21.07 �� O H.P. o ? FG 11 3 •`°• 0 ® A SECTION B-B ;'• 20.57 20.2 21.07 ?p? , Z o 20.57 FG z 57 �t 19.97 FG FG FL FG ' 19.8 20.1 ? g� ?� 3 1 •6 19.7 FL � �� .4 � 1 18.7 1 L FL FL o PLAN 3D z Fc 5 ° '� - �-- FL =1121.57 ' 1 VARIES WITH SLOPE DOWN DRAIN Fl. o FF PLAN 4AR PAD=1120.9 W 19.97 ` g FF=1121.07 pF ? FL/G F�QS << , PROVIDE 3/4"x2" NOTCH IN HEADWALL FG 1 5 W 18.3 � 19.1 FF=IM-47 i � PAD=1120.4 Z ? o ; ® 19 7 21 07 �, 0� '; AND DOWNDRAIN TO RECEIVE GRATING 1'_g" FL x o PAID=1119.8 i i FG , 1 x FL 18.7 FL/GB ?1 6 Z � �_ 19.2 �_ �� F 1S ��1• � � �► CONCRETE HEADWALL 7 21.07 r, 1 zz r n 19.57 ® FL/GB FL/GB r is >>?�c 1 p* ,r` j � � • V / FG z 8.0 G N 8. 18.7 19.97 19.2 20.20 �° . �O PIPE SIZE ANDij 1119.57 FL GB FG FL/GB FG N ° �r'o �' o _ �' , •� `, -A TYPE PER PLAN » • 19.70 0.40 `y INV. ELEV. 4 W 2 � o * FG FG GFF=1120.57 r rn °� C�• h N� '� ® ��� PER PLAN -� 8" W �- �_ � V) n r O cfl G� �O'� V J � � 00 DF M J s p•p0 .S4 G� 'cr, m �,� �0 , 31° -4 o 3� zo � 5 �, `° +, '°++'may ��°° ; °3'3 s"� ��- b CA C5 o 26.9 10 SECTION A-A L=69.70' 68.38' 1119.23 F5 o�• 4 •.0 ES ES F 1. 50.0d 0 �9 62 8' L WELD WASHERS TO REMOVABLE F 10.23 , � GRATE (4 TOTAL) 40 " 1118.14 n N 6 r N rNa 2. 1118.65 •. 2 �r3 l ,� ���. , n 1117. + T.C. �� 16 �'P ` r ►� -, w 0) + T.C. _ rn � o �' �j � 10 , 1 / +T.C. a?^, _W 8 SEWER vON r A 3 1 A 0 00 0 �' -� N �,� ` TYP Z5 °' � 24 R EV. N) + � � I CA 22 c- J oo °' N N 1118.5 N � EMMMMI + a, o rn .N T.C8 WATER m T.C. o 9 1 .79 6 s �8.994 c� 1119.46 � 1. ° 3 20. `� � 4 PERIMETER r � 4 �N V GB, � 203.93' � " 11 � O1 5 � 6 �._ 4 GALV.9SUOP SUPPORT --/ ��. 1 g. T.G• �0 2 00 -�--_ BARS O SUPPORT BARS R/W 18.48 7, .74 S0,00, T C 5 6 4• ►�• O 1.49°' 3 p• . La :5 L=11.87 63.15 o �?D• 2 .7 3 `10►��� ; �Y g ` �' 1 - - � �-.�2 " 15 No ' %X �� N �' O 52 % 4 4 4 GALV. BARS O C) � 0 0 � SQ,�, p co .os 8 <c � ^,� , � ►v ,�, ° s ® 3» O.C. WELDED TO ' e _ f PLAN VIEW NOTES: SEESHEET No . 41. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE REINFORCED WITH 6"x 6" W 1.4 x W 1.4 WELDED WIRE FABRIC. 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN ROAD RIGHT-OF-WAY. 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. REMOVABLE CAP DOWNDRAIN AND PIPE TRANSITION DETAIL PVC SCHEDULE 40 N.T.S. FINISHED GRADE 6' SIDEWALK s' CONSTRUCTION NOTES 1� MIN. INSTALL POLYETHYLENE » » INVERT OF PIPE 1/2' g" INSTALL REMOVABLE COVER " PLASTIC JOINT MATERIAL 4 PVC SCHEDULE 40 4 PVC SCHEDULE 40 QUICK JOIN" OR EQUIVALENT 1O REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN ABOVE BUTTER PLUG do PIPE TRANSITION PER DETAILS HEREON. FLOWUN� ? 4" PVC 4" 'c> n 2 JOIN EXIST. DOWNDRAIN. EXPOSE 6" OF EXIST. REINFORCING TO BE TIED INTO NEW CONSTRUCTION I --- - - --- INV. ELEV. T-;r.,e"x4" 9" 6" 2" MIN. 3 INSTALL 4" P.V.C., SCHEDULE 40, DRAIN " PER PLAN 3"x4" TEE O 80 4 TWO WAY CLEANOUT CURB AND REDUCER . GETTER 3" MIN. PVC 20 p 10 20 Underground Service Alert PVC SCHEDULE 40 (SCHEDULE 40) SECTION B-B 4OCONSTRUCT PRIVATE DRAIN THROUGH CURB PER CLEANOUT DETAIL ELEVATION PRIVATE DRAIN THROUGH CURB DETAIL DETAIL HEREON CdNO SCALE INSTALL 4" NO SCALE l: TOLL FREE NO SCALE 5 TWO WAY CLEANOUT PVC SCHEDULE 40 1 = 20 O 1-800 PER DETAIL HEREON GRAPHIC SCALE 227-2600 w Iwo Won" [An � rou LD06-015GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK oFEssi ����Hall & Foreman Inc. DrawingNo. SCALE o�� oil 00 RECOMMENDED BY. DATE: o TEMECULA DEPARTMENT OF PUBLIC WORKS En ineenn .Surve m •Planrn .Landsca Ardutecture CITY 0F CONTRACTOR RIVERSIDE COUNTY 60062-69 1970 HORIZONTAL ��� �► Engineering Surveying n9 Pe s nw.. . W ate., sr« zoo T.e,.culo, Co. iso BRASS DISC SET 1 EAST OF CONCRETE POST MARKER h a Mm. 951 zoo-0300 FCM• 951 M-Mi ACCEPTED BY: � DATE: STAMPED 68 RESET, 2.q MILES S.E. ALONG PALA ROAD o No. 21914 = FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN EXP. 9-30-07 PREnu_ �� - RONALD J. PARKS � PUBLIC PRECISE GRADING PLAN INSPECTOR * 4-25-D(' DEPUTY DIRE WORKS . . PAVED ROAD 5 N.W. OI` TEL POLE NO. 6295, W T. 3 C• • VERTICAL ; � :�:• . ' ' TRACT 30264-15, LOTS 1 -19 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 Of1 1�`E A J. TERICH DATE: �•{ ' ' SHT. 3 OF 5 DATE COMPLETED ��� R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 7 SEE SHEET O . 3 1.U'T -0 %w0 A M -Q) N C"\ N • I I If (10 I L=69.70' 68.38' -67.95 FS F � o ! y ' 1 FS F R/ FS 3 26.9 0�.5* `'�� '�,`'�'�j �5. �► N 103'3 F , 1119.' 0 1.17 0 O-�' •� ► �, 50• T•C• I N r N1117. 6 N 1118.14 10.23 ,�• 4 + w T.C. n l `� ► 1 T.C. � a, N , 1118.6 r .� ► I rno -iv -A (A 2. 5 V co t + co °'_U T.C. rn Z�1 -�r'0 ', 62.8' 1 oOD 8" SEWER �1 N6 0 ��i �1►�a- _ o N � J -� TE 2422cJ N 1' � 010 r� .P + C/L R EV. ° ► N a) N ► / o < T.C. o rn w 1118.5 11 T.C. TRAI ► / 1117.3 � � o T.C. 2 94 1 ► T C 79'� 8" W TER ^ _ 18.99• c 16 .c` 1.4% LO .62 1 .7 G� , zO L- . R/W 8 L=11.87' 4 c � T' X918 r� T> 4 `O N . Op' � c _o 1.0 3 200, ri �% '" � o 2 73 61. e '®► ► 62, o I 203.93' �o s moo. ��' •o-�, 52 GFF=1119.87 19.87 e4 •30 `O o ��� 1 cr O• '9 �- FG io 119.27 � o L=4 .s ® � '� ► W :1 19.87 18.5 � �° ►� 19.27 FG FL GB DF .�,•� X169 `^6 �4, �► W FG 18.5 0.47 GFF=1120.47 7.0 DIF ey' ' cti`tiry�• ; 17.9 FG 20.203P. 8 FL GB GFF=1121.07 I � ' Z FL�G FL/GB 4DR 1 FG ° �s o Qh OO 12 .5 PLA 9.1 PLAN 28 19.2 20.70 Q!' 1 `► 74 74FF=1120.37 FL/GB FF=1120.97 FG '` 1 PAD=1119.7 PAO=1120.3 FL/GB C� k 19.7 21.07FG W Z ? ® FL/GB 19.7 U ' z z PN 1 CR 19.0 19.0 FF=1121.57 FL/GB W 18.4 FL FL 19.6 19.6 i i 20.1 ® PAD=1120.9 k FGo FL FL FL i ? FL 'L0• �3 'o,2• z F�� ► / 19.27 81 7.7 FG 87 19.8 8.6 13.0' 20.47 20.47 21.07 0 ;y � ^ �o FG FG FG FG 8.0 -� o �iy-t ► / FG 1 N 20.2 `j' 1119.57 � FL � 'o v, OF ` O11 1118.97 0H.P. N 112 .17 O�Gg ���X21.2 F� ' e� H o 21.07 �.�� �� o 1 FG 20.0' ® rn W co 1120.77 N 1 IQ M �' v H.P. 0 205 0� oo i X55.12 Ln ►�?20.30 oJo FG - - _ ��.�� 0 22.15 2.1 ► 9 -19.70 - --r- 2S .1 _ 20.90 FG i o FG 16 co FG _ - - - r 41.30 G ,� -A 34 74' / 57.00 . .1 64.45 31.80 4 �� 3026 v 3.96' S � 45 ?. 64.25 9.21 00 83.55• FG o' w ; 55.070 71? �- c� cC14103.94 �O CP Ln •`O 30264,E V O Off. o c° �! 77.54' 0 33 85' •30' ► 1122.97 cr 1123.5 62 7 � ► -0• Ln H P o H.P. i .ry 11 L �S�j ► J � 1 124.17 h!p ' 91 R7 Co L „ w 1 CONSTRUCTION NOTES 1O REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN ��yy do PIPE TRANSITION PER DETAILS HEREON. N 2 JOIN EXIST. DOWNDRAIN. EXPOSE 6" OF EXIST. O REINFORCING TO BE TIED INTO NEW CONSTRUCTION 20 0 10 20 40 80 O3 INSTALL 4" P.V.C., SCHEDULE 40, DRAIN Underground ervice Alert 1" = 20 ' a 4� CONSTRUCT PRIVATE DRAIN THROUGH CURB PER GRAPHIC SCALE CaM: TOLL FREE DETAIL HEREON 1-800 O5 INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40 227-2600 PER DETAIL HEREON M Won" "Ifs .09(wYOU w LD06-015GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK apFESSIO 00 Op Hall & Foreman Inc. DrawingNo. SCALE mor • 9 RECOMMENDED BY• DATE. S �1 Engineering•Surveying-Planning-Landscape Architecture CITY OF TDEPARTMENT PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 �,�' �y �. w �., SW 200 TenwoWs, co MW BRASS DISC SET 1' EAST OF CONCRETE POST MARKER r zoNTAL " p STAMPED 68 RESIT 2.9 MILES S.E. ALONG PALA ROAD =' NO. 21914 = M'"' 's' - °° F°"' 's' iu-uo� ACCEPTED BY. - DATE: SZ OI • AS SHOWN W EV. 9-30-07 PREP D Y: . RONALD J. PARKS PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE * DEPUTY DIRECTOR OF PUBLIC WORKS • PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' vERncAL ; `� • 1%- 4-t--f-406 S.W. of 36CONCRETE STANDPIPE. ELEV. 1039.378 � � pA�, TRACT 30264-15, LOTS 1 -19 F A J. TERICH DATE COMPLETED vF CALVE R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9/,_,30/07 SHT. 4 OF 5 SEE SHEET O . 2 • �o v Jv• L=68. 4' g J, 8� 0 co ° •� FS F F L,-67.9 - ��•G• p� 67.00 FS R/ 8 F _ 116.21 n �, "67.98' n 11 .74 rn- � T.C. + 1116. 2 0 1115.27 + T.C. --& .-j rn �, . T.C. + 1 1 2 T.C. o, iv -0 �'w 1117,19 M LE -0 8" S WEIR o bn Cn T C. 1115.35 � f r- No g SEAR T \ 19 --& r + C/L , + TV 1116. 0 18 + a, w o RIM LEV. CA 1116.18 o JL Ar- N 1115.68 8" WATER * 0 T.C. T C + \ 1 .22 0 o T.C. . 8» WA T v' w T.C. R 1115.40 1611 T.C. 16.50 V 111 7 3 ._ 93 15-6215.73 T C. 4.79' L=75.83' Raw r., 66.20 ^, 6y ,�O N L--82.21' •26 ,� o N1.° G� ° '� G• 1.3% C � c" � � � 0 10.4 PD 4ro (0 G. 51 OF GFF=1118.07 0 0 8. 17.70 18.67 z G' 14 1 �'=1117.57 18.07 FG GFF=1118.67 FG 19.27 =1119.27 17.57 17.20 FG 16.7 17.3 FG 19.27 ' FG FG 16.7 FL/GB o 18.67 FL/GB 17.9 FG �1119•� 16.2 PLAN 3C 16.2 FL/GB PLAN 419 k FG " „ FL/GB 17.9 1 FF=1118.07 FL/GB " PLAN 2DR k PLAN 3A FLGB FG 87 W � FL GB o " FF=1118.57 17.4 FF=1119 N o / PAD=1117.4 k PAD=1117.9InFF=1119.17 .77 •� i FL/GB PAD=1118.5 z Z 18.4 PAD=1119. 18 5 � 1 (o = 16.6 ® z z0.0 FL FL OF ?: 19.27 o 010 17.57 17.2 17.2 FL'9 17.9 FG � P • FG 16.7 FL FL FL 18.4 F'Fs FL18.07 7 18.67 18.67 3 FL PAO: 0 z 17.57 FG 07 FG FG FG 19.27 19.0 w � _ N� FG oZ FG8.1FC W �t 2 1118.37 C) N 7 8 -• o 0 1118, 7 19 7 v, G 1117.27 cr �, (° "' 1117.77 H.P. 0 97 F 0 0 H.P. o v v o H.P. 17.40 cc1 t w INV FG o N � N vi N •� tD 18.50 _ N CN lV 119 57 v 2:1 H.P ;o 87.12' 17.90 FG TR. 30264- Iq1 � FG 2:1 �,,p °f 15 9.10 _ •r6' w 75.41' v 75.06 V � 2:1 FG N J' 69.10 Cn 67.49' , cb 11 w w � 52.47' 15.02 2:) � F 9.70 -A 20.57 _ �• ry 64• G cn H.P. 34264-F o 28 L4 40 cb F�87 � :P � 9 � .21 64.45, N 1121.17 � �0'1 20D 87 �o H.P.HPo --• 0 7 , 1121.87 C-�'„ o 3.96 20.18. H.P. v co .q PLAm FL 91 N I 20 0 10 20 40 80 Underground Service Alert 1" = 20 ' Cai: TaL RREE GRAPHIC SCALE 1-800 227-2600 [►ys mum YMw LD06-015GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ESSIo 00 orHall & Foreman Inc. DrawingNo. SCALE �4 Nor 1 9 RECOMMENDED BY: DATE' CITY OF T BRASS DISC SET 1 EAST OF CONCRETE POST MARKER DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-G2-69 1970 ���►O Engineering•Surveying•Planning•Landscape Architecture CONTRACTOR HORIZONTAL ,� z nww �WwW CkWe, SW zoo TunwAs, c.. 92M Q a Rm. W1 z'o4- = Fix. ss1 zs4-Ml DATE: STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o NO. 21914 z ACCEPTED BY. INSPECTOR FROM POST OFFICE AT TEMECULA 29' N E OF THE AS SHOWN PREP E BY: J.DIRECTORS OF PUBLIC WORKS PRECISE GRADING PLAN N.E. ¢-Zs�6 PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C. �S �: TRACT 30264-15, LOTS 1 -19 .W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL TERICH DATE: • • DATE COMPLETED CA��� R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9/30/07 ••ice • SH T. 5 OF 5