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HomeMy WebLinkAboutLot 20-25 Precise Grading �w IN THE CITY OF TEMECULA, CALIFORNIA GRAD1Z NO T L WORK TO BE DONE i . ALL GRADING �N;, PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONELL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 3;i• AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE • _ TRACT NO . 28526 LOTS 20-25 THE LEGENDS PHASE, STANDARD SPECIFICATIONS FOR PUBLIC WORK T "1. MINIMUM B P _ 5 U CONSTRUCTION ( "GREEN BUILDING AD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK"). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. / / -q f �► I I I _ k00 - ._ \ �� � �, • y PRIVATE ENGINEER'S NOTE TO CONTRACTOR � \ � 3. MAXIMUM CUT AND FILL SLOPE -- 2:1 . \ 0 \ TRACT NO 23-.-371 - J5 �Ir / I \ ♦ �,r ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5 WI,_'E BY 1 HTGH BERM OR EQUIVALENT ALONG THE TOP OF ALL - � � � I I � I �` � \ � � \ v � � GOLF C O U RS . OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO r --• J �\ y ` � \ � THAT ALL EMPLOYEES ARE PROVIDED FILL SLOPES OVER 5 NIGH. / � I � � � � E 0 IDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS Ft 2337 J `•3 ` SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT / � \ ` L SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY / I I ! •r ""' � y I ( ( I � '� \ � � -- - REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �- L I I 1 I /� \ ` CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION I SAFETY ORDERS THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 ' DEEP. I�., jJ" 0000 \ \ fir} • I I *00 ` / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 17/ - �- -- I I I I ,' 43 /\ WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF rI�A y � 7 J J 42 � ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �� r rl r I I I /� \� 4� // �' , CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO / C`ALF C'`,` R S E / � � 4 D / / COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE, GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. �/ I I I / / i COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF �J ' GOLF COURSE ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY b CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND 7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR 0 STORM FLOWS. �� � /'� � I i � I/ �� � THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. 1 ! / / J 2 3 �� O OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 3 I I J I �� 0 - LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 4 9 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THAN ONE FOOT. 5 b I I 1 2 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9 324, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF -- J -�_ J J J J I J a J qQ 21 2 THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED A,� �-. 13 J4 15 1617 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING PROJECT #11960056-036 �AIY C I I _ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY Ho DATED JUNE30, 1999. TWO SETS OF THE FINAL COMPACTION _ - A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER � ` �r��� f REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH - =- --- �� --_. ---_� - � _ ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 1` " �` �I�- -�-` � &Lj SITE NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE 11.1 CONFORMANCE WITH THE RECOMMENDATIONS FQRN A SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. �` EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 AFFECTING THIS WORK* WHETHER OR NOT SHOWN HERON. AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909 ) 694-6411 LEGEND 111 . CUT SLOPES EQUAL TO OR GRE. TER THAN 5' IN VERTICAL HEIGHT AND FILL c TOP OF WALL ..................................................................................... TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE °CTOP OF FOOTING PLANTED WITH GRASS OR GROUND CCVER TO PROTECT THE SLOPE FROM ...................•............................................................ TF EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT CODEy��� TEMECULA TOP OF CURB ELEVATION---.........•................................................... TC SECTION 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. `��c, WAY��p D ELEVATION PA VAT ----•-------------------------------------------------------------------•--------- PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �~ ��c. FINISHED FLOOR ELEVATION .. . BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS ".--""'•""'-'.`---'-""•"""`-'--'-""'•'•"------.---. F MATERIAL. 9�oy, FINISHED GRADE ELEVATION . ................ SITE F+ s --------------- ---... �. FIG 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. HIGH POINT ........................................................................................ HIP THE TERRAIN MUST BF CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL v TOP SLOPE ........................................................................................ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 7D FLOW LINE .. REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL* CALIFORNIA "'--""'•"""---.'---""---"--"""""'•'----•••-••••••••--•----••••••••------- L e.ruu�t.�arc � TOP OF GRATE ELEVATION ..---•............................................. TG 14. DURING PERMANEN�UDR.A I IvADGENSTRUCTURESNSTEMPORARAND �RDRAINAGE TO CONSTRUCTIONCONTROL SHOULDOF ,� c GARAGE FINISH FLOOR ELEVATION .......................................................... GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT INDEX MAF' ANC 9'Prr EXISTING ELEVATION .. ............. (9174) PROPERTIES. ' ..............................................•-----.. FIRE HYDRANT LOCATION 1 'v=200' 15 0 ...........................................................••------ _ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o STREET LIGHT0_- • W o TEMECULA ............................................ .................................................................... 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO z � a i N.T� DIRECTION OF DRAINAGE FLOW .............................................. FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES a uj _ � AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT o LOT ~ RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. W LINE 3' MIN. VICINITY MAP APPROXIMATE LOCATION of ELECTRIC METER ........................................... D 17• STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 5'z 5' MIN. W X z SEWER LATERAL LOCATION ................................................................... ,!] TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 0 Ln I— ; Z W WATER LATERAL AND WATER METER LOCATION .................................... . . ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN ,� 0 0 3 MCN. 1 c•,n ELECTRICAL TRANSFORMER VERTICAL HEIGHT. ._ �„� 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �, MAX' POWER LINE AND HANDHQLES ............................................................. D PAD ELEVATIONS.VAT I ONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED*[RED. THE 21,MIN• TELEPHONE SERVICE ............................................................................ 0 ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN M ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE AX. GRADED GRATE ...................................................................................... ...... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED 6'MIN. LOT FG. AIR VALVE.............. ...•.. ..... 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA LOT FG. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVERTELEVISION PLATFORM ......................................................................... SLOPES OVER 15' IN VERTICAL HEIGHT+ IN ADDITION TO GROUND COVER. rA_4' BACKWATER VALVE •••-••--•----•................................................................ Q SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATION NOT TO SCALE THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES+ 20' ON CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND OPTIONAL RETREAT OPTIONAL ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE r--- --� 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG ............ RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. - PERMITTED. R/W & BACK OF SIDEWALK PER PLAN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATEDN THF ESTIMATED EARTHWORK QUANTITIES L C [ E FIELD INDICATES LOT NUMBER PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG ^_ ~ __�---~-~' ~`� NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PER PLAN �_�~w _ 1 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. - 1/. ALN. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE P 01 FF=100.0 FF=100.0 FF=100.0 FF=100.0 NO LOTS CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ,� -- PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. CY/LOT TOTALS HP PE-99.3 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY •'\�• ZI PER PLAN 2 3 4 6 15 90 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB �' INDICATES BUILDING TYPE •• •' 15' MIN UNLESS OTHERWISE FS NOTED • PER PLAN 12.07. • FS MAX � .. PER PLAN J FG _ 5 MIN. 3 MI . 1/ MIN. • __ PER PLAN FG DEEPENED FOOTING PER PLAN Q A5 REQUIRED. 0 4 in 10'MIN (TYP) PL RIGHT OF WAY DIGALERT ""� UTILITY SERVICE POINT TYPICAL LOT GRADING DETAIL � - ,N, CALL NOT TO SCALE EXIST CURB AND GUTTER EXIST. CURB ANO GUTTER 4 BEFORE LD 00- 1G7 GR YOU DIG! BUILDING FOOTPRINTS-800--227-2600 .--.-' � '.►• ►■ : MCK IENGRQ�GWIVUAAANY NOT TO SCALE . ��, aoso Chicago Av«x� UNDERGROUND SERVICE ALERT ��� � Sint. 100 R I VW6 I do, Callat least 2 working days prior to excavating. �,� California 92507 (909) 792-OTOT 1 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE SEAL: Drawing No. RECOMMENDED BY: DATE: 1G 4 G0 • COUNTY OF RIVERSIDE B.M. T-29-81 �acH Fy EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORK. Horizontal ti aa �: c� Contractor 2-1/2' BRASS DISK IN CONCRETE CYLINDER, V 3 P bns Prepared Under Supervision Of IN THE N.w. CORNER OF THE INTERSECTION W N0. 46804 z � ACCEPTED BY: 1014-1.10 DATE OF RANCHO CALIFORNIA RD, WITH MARGARITA ._ ' • Inspector RD.OF 1.0' LEAST FEA>7.0' C.L. FENCE,H OF 40' OC NORTH 1 -20o Exp.6-3o-03 Date a-10 -,O PRECISE GRADING PLANS � CENTER RONALD J. PARKS ' LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0, 28526 LOTS 20_25 It'd lTl w I TNESS P0.� Date CT 1.0' WEST OF MONLAAENT. �� p N/A 4jF CF CAL\F°N1 R.C.E. No. 46804 Expires 6-30-03 t�, IV) THE LEGENDS PHASE 5 B ELEVATION+ 1128.410 (ADJ. R.C.E. No. 19744 Expires 9-30-01 , . Sheet 1 of 2 O G:\d_13212\212pgd 113.dgn PLOT DATE:03-OCT-2000 JN 13212 %4k 1 4 N • i • i i • i �i • i i Ex 1ST 11`1 G GOLF COURS .......... ...............................................................::::::::: ::::::: .............................................................................................................................................................. .................•.. .................... .52,E .... ................... .......................0............... ..F G.. 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FL I I 11 1 52.0 5 49.9 5 5 1 49.8 FL 50.2 I FL 50.8 51'2 51.5 51.5 FL F� FL FL FL 50.8 51.2 FL FE FL 26 1 5.0' FL FL 5,0 1 pE=1152.6 5. 20 2 1 5.5' 1 r .0' 5.5' 25 1 FF=1153.3 19 ► 22 1 1 23 1 24 r PE= 1152.2 1 _ PF=1150.5 1 1 PE=1150.8 �1 PE=1151.2 1 1 5.0' - 1 1 PE`1151.9 1 1 FF=11529 r 1 10 3 C PE=1150.1 1 PE-1151.5 = I FF=1151.2 1 a FF=1151.5 1 FF=1150.8 28 =I 3AR =1 „+1 FF=1151.9 1 FF=1152.2 I FF=1152.6 3R 1 1 51.6 1 .� 1B 2AR = 2C 4 _ 0 �1 FL 49.8 o FL � 1 1 r 1ti 1 1 1 1 1 y 1- 1 Iz 51.1 1 �F_115' o =1150.5 11 GF=1150.8 1 1 49.9 ' 1 11 1 1 s FL .� 1 1= r 1 1 1 1= QF=115 t9 1 GF 1152.2 49.1 49.2 1 10 49.4 - `:. 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EXACT LOCATION OF EXISTING '", Rrx DCUMUUNGCOMIANY 1-800-227-2600 UNDERGROUND FACILITIES IS 20 0 20 40 ������ �'�i��i�� 3050 Ch 1 Capp Awrnr UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO suer. I00 _� R t wrs t da, California 92507 (90 ) 742-0707 Callat least 2 working days prior to excavating. VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VOESSr Designed by Drawn by Checked by Drawing No. EH/EMIR EH EMR RECOMMENDED BY: DATE: !� CITY OF T DEPARTMENT OF PUBLI ca�NrY of RIVERSIDE B.M. T-29-e1 ,�� t �c WORKS 2-I/2' BRASS DISK 1 N CONCRETE CYLINDER,NpER, Horizontal �P� % P repared Under Supervision Of `o U t r o .�. Contrac O IN THE N.N. W No.46804 z � ACCEPTED BY. DATE: CORNER OF THE INTERSECTION OF RANCHO CALIFORNIA RD. WITH "RGAR I TA 1.-20' Exp.6-30-03 _ 0 3-yy PRECISE GRADING PLANS RD. 1.0' EAST OF A 7.0' c.L. FENcE, 40NORTH Date �d RONALD J. PARKS � Inspector OFNE•o. RANCHO CALIFORNIAN NORTH OF THE CENTER ASS Vertical EDWARD MIICHEL RA ICA' DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N0. 28526, LOT NOS. 20-25 WITNESS POST 1.0' NEST OF MONt�NT. %1> C1 V 1� ��� rf �FdQ` R.C.E. No. 46804 Expires 6-30-03 _ 1 • r 1,�, THE LEGENDS PHASE 5 B Sheet of 2 Date Cmplt d N/A c►t R.C.E. No. ELEvAT I ONS 1128.410 (ADJ. 9-13-82f 19744 Expires 9--30 0 • e G:\d-13212\212pgd1114.dgn. PLOT DATE:03-OCT-2000 JN 13212