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HomeMy WebLinkAboutTract Map 29798-1 Lot 17-18, 43-48, 57-65 Precise Grading CITY OFT M C LA - RAD OTES PR 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION CIS GRADIN. G PLAN AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION TR Nom- ACTIVITIES. ■ 29798=1 LOTS 17=189 43mm 8 & 5 =65 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X PRO DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A PROJECT SITE MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL TR. 2979a 1 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. T� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. �V 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR V ?19 ' G y STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED IN 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 -o REDHAWK PKWY o ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL n LOMA LINDA \. n COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. s " 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S OAD j' " r PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH RAINBOW CANYON 0 / 1! 1s GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ROAD � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, REDHAWK PKWY o RT /4 �/ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. -o �, _ LEGEM �� n LOT NUMBER 123 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I • k UNIT TYPE/ELEVATION 4M 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001. VICINITY MA' WOLF VALLEY ROAD . FINISHED FLOOR F�-OOOO.O TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS I N.T.S. to DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 29 r PAD ELEVATION PAC�=1) THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE will i PRELIMINARY SOILS REPORT. A _WAY n GARAGE ELEVATION .0 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 o HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. I °O43000000 41 All As s n W,q-- TOP OF CURB • THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � FLOW LINE I�I ft TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411.� � 1 A 2A 3A 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 0) n � � M s�► M " 4' w sH s I HIGH POINT 1-P AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY , DURING THE GRADING PHASE. Ln r FINISHED GRADE FG 11T I T iiiii . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO INSTALLING � -______.y_ ASPeN. w�Y______- , WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF FINISHED SURFACE FS IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ' SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS I I TOP OF SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PECHANGA _ PARKWAY _ _ __ GRADE BREAK GB BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 55 55• 55' STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN TOP OF WALL TW MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TOP OF FOOTING TF APPROVE PLACEMENT OF FILL. INDEX MAP INVERT ELEVATION IE 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES SCALE: In = 200' ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 1 B 2B 3B - AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING n WATER SERVICE GRADING OPERATIONS. HIG14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. �S A PAD POINT SEWER SERVICE 15. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS PAD ELEV. -0. VIN. FIRE HYDRANT (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL DRIVEWAY SLOPES OVER 30' IN VERTICAL HEIGHT. Z z 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION I SLOPE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 55 55' �. r_ _ (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 55 I t0' I`Tf• I BACKWATER VAL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT r-II VES OD GROUND SHALL BE GIVEN. I 5' B s' B C C I I MIN MI MIN ) MI I ENHANCED BLDG. ELEVATIONS 17. EROSION AND SEDIMENT CONTROL. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS I I RIGHT SIDE OF LOT OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE 1 C 2C 3C I PAD PAD I LEFT SIDE OF LOT NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. FF cFF z� w 3 REAR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. U-) I 16' 16 I INDICATES EXTRA NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I IN• MIN. I DEPTH FOOTING xoF I Q 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO • I COMMENCEMENT OF ANY CONSTRUCTION/GRADING. z _ z RETAINING WALL 6" MIN. I g N �` I 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A MUDSILL �R�Mx , PUBLIC RIGHT-OF-WAY. BUILDING FD TP R I N TS SILL IS R W 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT GARAGE FLOOR AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SCALE 1" = 30' - = - :+ ABO � GARAGE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FLOOR SLAB TYPICALSIDE YARD RAINAGE NQT II CE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12" MIN. ABOVE PAD ELEVI GARAGE DETAIL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ROLM OFF TOP OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE P/L AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 5' 5' MINI. 5' MIN. P/L DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 6 MIN. 6 MIN. 5 MIN. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 3' MIN. 1 ' 1 ' 3' MIN, 3' MIN. 1 ' WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE MUDS I LL MIN. MIN. MUDSILL_L.L MUDS I LL MIN.- OF THE OWNER OR ENGINEER. PAD ELEV 6 MIN. PER PLAN FG FG . � SECTION A- A .;. FOR REAR YARD SLOPES GREATER 12" MIN. 12" MIN. LtZERGR9 PAD ELEV THAN 5' IN VERTICAL HEIGHT FL I MAX !M STRLCTLRES,ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE NOTIFICATIONS PER PLAN �� � OTHERS 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. " MIN. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 20% MAX. MIN. 20% MAX. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 211 MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert SECTION BaB 2011MAX. SECTION TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE qTY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694--6411 C- C OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT TOLL <RRE'E INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 1-- 0 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANDBASIS -OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 227--22 604 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD .or►vv .vqw CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47.45'28"W LD04-275GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ■LANNINO ■ DC■ION CaM■TwUCT10N " SCALE ��OFESStp4�! RECOMMENDED BY: DATE: 2�� DrawingNo. RIVERSIDE COUNTY 600-62-69 1970 �o A. CITY OF TDEPARTMENT of PUBLIC WORKS CONTRACTOR � �• �E r/' e� ��"'°""°.""'��°° BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL W-10 ■ ■ ��CALPOF ► ¢ C O N S u LTI N■ .aN�ADU • FAX WMAN M • "■w�.caN ACCEPTED BY: � DA Z&orSTAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W ft•400 ^' '� PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29 N.E. OF THE 00. 3AII06 � PREPAR BY. DEPUTY DIRECTOR OF PUBLIC WORKS INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. 3 '� RONALD J. PARKS TRACT 29798-1 LOTS 17-189 43--48 do 57-65 VERTICAL 'rr �!y t� �� :• • •_ S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �lF �� MICHAEL A AN -:.���,••• PHASES 2 dt 3 cp DATE COMPLETED R.C.E.No. 43090 P. 3/31/06 R.C. , No. 19744 rIM4 9 30SHT. 1 OF 3 I / r H - w w 40 •I,1 30 Irk _• �s. .tet J T1 MIN. = 9037' •�G 0 30 0 30 60 90 $ ~` 0 ;o 1z MrN. N ti• .► ' 0 3 GRAPHIC SCALE _ 1.� to O N !l 440 1z ytN. ~ bN'1' -2� 11.6X 5+ F- ��tQS•27 ti 4•A N'=24' 831cb ^ 1z MrN• 3A- a I 44' 29 R it, 15 Lcb,� 1fi�v '� MIN. � M H • � M ��' ' 1• '� 1;MIN. o � t.,,� _ 11' t 5? 3 G 22.511 4 20 �� 16 � 9 9X ' N'=z4 4'�a 1z PAD-1035.6 � a ! MrN. FS _ awl' w=24 a 31 f• � � � ;D aft MIN. 30' J Q n - 22 - o. 21 w 6' 6' "' ,� MIN• o — `'' 13' �N 1z MIN. " r o ,n61 9' �'1' N=24 105.33 MIN. a 1 3,• G _ co) 20 ' '# � "' PAD-1033.0 PAD-1033,4 1rd 1p N ". � Mai M ,�:1• -- iz MIN- 105.72 i 110.34 _ 1s MIN. is1771 I 11 Ncc � go aD � . � to co uni MIN. , 4 ^ life .2x 20.46' v, r� 1x MIN. _... as .- 112.9 1x MIN. - JJ N f M l h d110 i1i 1 rD 15' � L-92% 1ILL N �''�u1 N .5 DV N=24' S MIN. 8.8X lb I "� r '��'.. �• _ ............... ! LI C _ WAY ' "MAT7F-- 1n06 1 8 C Iwo LII 11 1,�Q is 1s MIN �'' 87.67 11 .63 41'f 1X MIN. I ! 1s MIN. _ LAI pp ,t� F tom) '� - ' ^ N li ppp 1 .- (rt N Lei 15' r•! 181' rry w bit � 1-I 1S• � pi �� � "' �• MIN. 22 C) 9.7X 8 I F _ 42 o N PAD-11033.49 MIN. loo r- ! s� MY w=24go 7 La co I 6A I tL F 1:14 Lk- -W -ka L9 22' 1s MI � W 59 I is MIN. PAD 1031.15 " SHEET NO. 3 PAD-1031.7 I LD04-275GR UNDOMMM SOMM DATE BY REVISIONS DATE ACC'D BENCHMARK ��� 'SS10�► rLANNiN■ ctr.toN CONSTRUCTION RECOMMENCED �• /o$ Drawin No. ; SCALE �� � CITY Q TEMECULA D��� � �� WORKS p SEE SHEET NO. 1 ���� ���,� A• Tj� �f• rales vz mm mm Baa CALL � � HORIZONTI�L h tiV `� r'+ G O N�U LT I N© sssarso�R• �C�7'�0 • w■w.FOMA�,o�am � � rte+ ACCEPTED BY. � DATE. 1—�—�27-2600 AS SHOWN �•4- PREPARED DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING P EM. 3/31/064- do RONALD J. PARKS IN vE:RI,c,#L o�� MICHAEL A. N f ;, TRACT No. 29798--1 , LOTS 17-189 43 & 60-65 of C A�XX R.C.E.No. 43090 ''• SHT. 2 OF 3 �. 3/31/06 R.C.E.RcENo. 19744 EXPIRES g/3o/os PHASES 2 � 3 Im RIM S NOv2 lo' SEE 30' 'm t 80 69 61 ,d' 1d' 6' S' 43 PAD-1032.1 PAD-1032.1 -- 25.7 T� I - ,• 114.53 "' 1X MIN. 1. 1% MIN. M C7 at 42 40 • I 1 ■ �'� � C9 � D9Y w=24r 1033l� PAD-1034.0 PAD-1033.6- PAD-1054.4 39 �,� PAD-1034.9 Jj r �. u. I cm (n � � (n .� � FS 70.00�� 2X � 1 v. �F`' �, 9.7x ^ MIN. G nota. So a +62,50 'a 1031.2 _ � L11.0 � n DIVY N=24 IS �. � ■ ^ r n I 11A 00 �S 1% MIN. • 1 1% MIN. � 1 x 1031.2 � � 1031.4 118.74 IIN 1% MIN. ; a ,nG,•� 7' 1X M . ' x.06 1X MIN. 6 31.5 Fro 31.5 _ 1Q3.�' 30.7 31.3 `�' .o �, ,,, ,., • , G j"� 2• ►: 1X MIN. 30 d FG 6 32': � $ I ; �n .f os 6 31.532.1 r• ♦ '`,r '" "? T FG 31.5 7 i 47 6' 32.1 15' DNY Nw24 f, Z 2 t 30.9 FG 1C FG 46 31.4G -4.411 62 211 49 7.7X � ._ =_ �'F�1 � 30.2 PAD-°10313 = � 3D. FF-ml 32.7 ;� PAD 1032 �'• MIN. (� "' I•AD-i0a1'S �e PAD-10021 15' .2 I 5 M A 10♦9{ 3 �'' 1.5 32.1 K 1 .� ►� IL 2Y 30.3 1-m 3 30.1 FG 3D.9 OWN M�=24 FG � �..� '• 10 � IL YIN = r 3 G5 �� �� 3. A 31.5 0® OF=1031.5 a o 32.1 ? f •�., h FGOF = B 1031.5 5' 6F=1032. FG 1 jo - Iry IN. �G 03.91 23.16 I '� ~' 7' at 7' 31.4 N FG 32.0 7.5 30,± m 1X MIN. n ��G 1 YIN.^ * ,•`? FG t a' zo.a s ,9 51 IN, 2:1 ' •e� �' , , 4r '� FS 1 ' � PLO - 1 ed.09 19.50' 70.05..W 5 70.05 Lw S 70.05' S r o I ci = 10.9' _ N 1031.E 2X �`' DNI( N=24 '� RIM ,1 _ .� 11 r 9 0 _ _ 1 _ MIN. d, .��, ,/;/ •'� 1029.22 car r in L rev rl 1 07A RIM go� --• 1%YIN.•-- "' �b� � ,p,.- � �,� I 107.90 1 r -' -' (TYp.) �-- ,RCM. ; ; LOT 17 TR 29345=1 A4 M 1 N 300 30 60 90 GRAPHIC SCALE LD04-275GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK pEESSIp '"`""'"� a�■��" Gr�NiTllUCT1p" DrawingNo. ;. SCALE , Qa �,�� RECOMMENDED BY. DATE. /la DEPARTMENT OF PUBLIC WORKS �, A. CITY OF TEMECULA SEE SHEET N0. 1 I t CALL' TM FREE AM HORIZONTAL, .� C�� i a� ■ ■ ■ max..,Cu�A s�-4M ,h � f � CONSULTING N�V LT 1 N D �1s1e • FAX�.e7e.72�o • www.reF.aom ACCEPTED BY: DATE. r3 - 1 XS SHO" .�4�ovo PREPARED DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE G PLAN /1- / RONALD J. PARKS loom VERMAL ter,, cI r �k MICHAEL A. �, -. TRACT No. 29798-1 , LOTS 44-48, 57-59 IF C R.C.E.No. 43090 3/31/06 R.C.E. No. 19744 EXPIRES 9/30/05 P HAS ES 2 do 3 S HT. 3 OF 3