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HomeMy WebLinkAboutLot 82-90,139-147 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR 33, AS AMENDED BY ORDINANCE 93-04. RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE To WORK AND THE PUBLIC IS 2., MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. ,�cTEMECULA WAY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED ��`�' �1► OCCUPATIONAL SAFETY AND HEALTH REGULATIONSO OF THE U. S. DEPARTMENT A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. SE. OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL ' tom RELATIONS CONSTRUCTION SAFETY ORDERS. 0 THE CIVIL ENGINEER SHALL 3. MAXIMUM CUT AND FILL SLOPE - 2oI . ,� � � � � NOT COMPBIANCEPWNTHBTHEISAANDY REGULAWAY �RONS THE ANDNORDERSRS AND SUB-CONTRACTORS s 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ITE FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CALFpRN1A CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY A - PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. FILLS OVER I ' DEEP. ,4 Ind INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY ' + AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA• S RANC 7'Qi OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE �7 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF NEGLIGENCE OF THE OWNER OR ENG INEER* � LOCATION MAP -1 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR � THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 SCALE: I -_500 STUCTURES SHOWN ON THESEPLANS ARE OBTAINED BY A SEARCH .OF THE AVAILABLE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULA ' RECORDS. THE CIVIL ENGNEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE IOOYR Q STORM FLOWS, OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT ALONG TOP OF CUT SLOPES. N.T.S. SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAPLOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, THAN ONE FOOT. AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OFr*r THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND , =�T1_1• SOILS ENGINEER LEIGHTON & ASSOC. DATED MAY 49 1988 & MAY 6, 1996. TWO SETS OF * s THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING ""'O1"" LEIGHTON & ASSOCIATES, INC. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS *° 41769 ENTERPRISE CR. NORTH, STE. 102 AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH _� _ =ii�►1-18 TEMECULA, CA 92590 THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. =i�1 16 4 (909) 676-0023 ow a «v a� ow 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 2=71-15 HOURS IN ADVANCE REOUEST I NG FINISH LOT GRADE AND DRAINAGE .v:Mtn OWNER/DEVELOPER INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ur TEMEKU HILLS PARTNERS, LTD. PHONEe (909) 694-64112=71-4 2727 HOOVER AVENUE a NATIONAL CITY, CA. 91950 II. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ' av= (619) 477-4117 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE LEGEND PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM cr. EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE L SECTION 17. 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 51-1 2T= TOP OF WALL ----------------------------------------- TW 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HASC ""M BOTTOM OF WALL _______________________________________________________________________________ BW BEEN CLEARED OF WEEDS, DEBRIS, TOPS01 L, AND OTHER DELETERIOUS LOT T '� � TOP OF CURB ELEVATIONTC MATER I AL. ----------------------------•---------------------------------------- 2$811-t PADELEVATION ---------------------------------------------------------------------------------- PE 3. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL FINISHED FLOOR ELEVATION __________________________________________________________________. FF SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FINISHED GRADE ELEVATION � ---------------••-------------------------------------------------- FG REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SITE HIGH POINT ---------------------------------------------------------------------------------------- HP 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD � --------•------------------------------------------------------------------------------ TS BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FLOW LINE ________________________________________________________________________________________ FL PROPERTIES. 2=71_3 TOP OF GRATE ELEVATION ___________________________________________________________________- TG NAY 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. au ate[ L° 2UPS GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GFF 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TO 2UY1-2 EXISTING ELEVATION ___________________________________________________________________________ (91.70) FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES to, ' M��s°r`' �� FIRE HYDRANT LOCATION ...................................................................... AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT Lft 9w ADJOINING PROPERTIES DURING GRADING OPERATIONS. FORM R060 Le up w STREET LIGHT ___________________________________________________________________- rIK'(4 11 A1►�. DIRECTION OF DRAINAGE FLOW -----� I T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- -'------------------- ------------------------------------------ TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE DEEPENED FOOTING (6' TYPICAL)_____________________________________________________________ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. RETAINING WALL RETAINING WALL (BY SEPARATE PERMIT) 18, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING AS REQUIRED _ F� APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ------------------ [E] PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ��r - - �44 SEWER LATERAL LOCATION ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN � � - - �y MIN. � __________________________________________________________________. ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOU I RED. THE ' Mil: 3' MIM• o o b WATER LATERAL AND WATER METER LOCATION ---------------------------------------- ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN R F� • ' Z Uj Z ELECTRICAL TRANSFORMER ------------------------------------------------------------------- 19. EROSION CONTROL I ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA I AN w�, �f. �cw�. W � o POWER LINE AND HANDHOLES Q ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. � , �,�, o�? 1 LOT oC I--1J_ TELEPHONE SERVICE CT] SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 4 w LINE W o ---------------------------------------------------------------------------- SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION ' �Fo�t, �;�; a 3' �• t z GRATE ______________________________________________________________________________________________ ❑ THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON tj� �R M° tj Wt 5 �w CENTERS COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL S �Fa `�'`�' - I ��� Cr N Z W BLOW OFF VALVE ------------------------------------------------------------------------------- 0 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW IPER PLAN �a ILL. o 3' �• 1• MC oU o AIR VALVE 0 PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. F , U L& me 12.0'/. TELEVISION PLATFORM ------------------------------------------------------------------------- 0 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT -MAX A � � �� BACK WATER VALVE LESS THAN �/�" PER FOOT FOR A M I N I MUM OF 3 FEET. - 2/r _________________________________________________________________________ 0 • GRADED 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE _ _ _ 5� WN• 3 MIN. _ l J GRADED LOT LOT FG. BENCHMARK PERMITTED. � - FG. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 4N i4 �R q,�N 6 MN'COUNTY OF R I VERS I DE B.Irl. T-29-61 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A 2 1/ ' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE TYPICAL LOT GRADING DETAIL NOT TO SCALE RIVIRSIDE COUNTY SURVEY, DATE APRIL 13, 1981 . ' THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DETAILED DESCRIPTION, FROM THE INTERSECTION OF FRONT STREET AND RANCHO CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOT TO SCALE CALIFORNIA ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N. W. SUBMITTEp TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CORNER OF THE INTERSECTION I ' EAST OF A 7' CHAIN LINK FENCE, 21 ' XI6' AROUND SOUTHERN CALIFORNIA. GAS VALVES, 40' NORTH OF P. P. (NO NUMBER) R W4TNES�STPOST ITHE WESTTOFLMONUMENTINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS CONSTRUCTION NOTE 2' MIN. ADJ. DATE 9-13-82 ELEVATION 1128. 410 (D SIDEWALK UNDERDRA I N PIPE PER C. O. T. STD. NO. 303 INDICATES LOT NUMBER sawI a 3 4 5 INDICATES FINISHED FLOOR ELEV.. FF=88.7 FF=88.7 FF=88.7 FF=88.7 FF=88.T 1' EARTHWORK QUANTITES INDICATES PAD ELEV, PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE=88.0 INDICATES BUILDING TYPE 1 2 3 4 5 No. LOTS CY/LOT TOTAL 18 15 270 F LAN ' MIN. (TYP.) �PUBLIC UTILITY & ACCESS EASEMENT - - - - F V 0.3' MIN. - - - __ - - - - - .- - PER LA ZEXIST. CURB AND GUTTER RIGHT OF WAY . BUILDING FOOTPRINTS DRIVEWAY DETAIL PLAN 5) LD98-055 GR NOT TO SCALE NOT TO SCALE 1I F"MqGR409U% CC&ff*J4Y k 30'st o d11 oopD Avenum rs Sul+1111 100 Rivrrsida. CaIIfarnla !i' ? (!O!) ?a-OTOT CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKS SEALS ESSI Designed by Drawn by Checked by SCALE � �t EMR/EH EH EMR Drawing No. RECOMMENDED BY: DATE: � �►CKL C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 4 - Pla pared Under Supervision Of w N0.46804 z ACCEPTED BY: DATE: SEE ABOVE RIGHT AS SHOWN EXp.6-30-" Date = QS RONALD J. PARKS PLOT PLAN PHASE 7 Inspector �c EDWARD WCHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS23371-3Vertical TRACT N0. sf't - 7 - o Date Cmplt d F �' 46804 Expires 630-� 19744 0-30-01 » Sheet of As SHOWN Cr� cA��F R.c.E. No. R.C.E. No. � LOTS 82-90v 13 9-14 ExpiresI 2 /uor/pro]data/r-qrp/d-12TS1/TSWd-Xdgn 1 l • •. \ 28 W.W 10I WOW 29.000 27 \ \_ � " ' ` r..,.w. r•..w.`.- r+l....... 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I &^ I A1 ro FL \ \ t v 121 .�• o i `` o /249,3 0`•' \ PE=1209.4 4 1.4 _`' oO1 rn a, orn,- _' F I , \ FF=1210.1 \ � ' 1 �' \ ♦ FL 8 4 N �, © a; \ L GF=1210.5 \ \ PE=1212) , 3 Cv "? °� \ IA \ \ 3\ \ 1212• FF=1212.d �/ � \ZEA�\, 09 �y ti 4� `\ $•p� \ \ o~; \ / �?• � \�� � 87X08.r � � _ \ FG I � FS�\off 1 � GF--0.2 PE=-~1210.5 ^ FL _ _ � FF=121.2 sem` GF 12M.8 �� S -=12 .6 1 1 \ ��, 4B 1209.9 \ \\ 1, , \ •mac? \ HP p �!� 5.0 \ 6p FL � � F2p9.' 1210.3 5.5' \ moo°'•447 /4?09 \ 121.3 . ' o°'• 1 1 1 FL 86 0 85 1 1313' PE=121.2 �o �: , . It PE--0.6PE--0.60' FF=121.9 ` 5CR \ / FF4212.3 \ \T' r FC 5 ICR �s o 1210.2 •� 0 \ti �► FC IN �\. •-� S01210.9 - SIDEWALK UNDERDRAIN PIPE PER C.O.T. STD No. 303 34.11 47.89' LD98-055 GR SCALE r = 20' yr N RIX DqGWEERM CUAMNY Z 3M Ch1oogo Avw%A Sutter100 Riverside, io 0 io 40 60 Ca l t torn 1 a 02W1 1100 ?62-0707 R DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by v CONSTRUCTION RECORD SCALE � Drawlnq No. o, C EMR/EH EH EMR RECOMMENDED BYs DATE: C I T Y 0 F T EM E C U L A DEPARTMENT OF PUBLIC WORKS AZ M` HEL D Horizontal � �•�6d0� z � Plan Prepared Under Supervision Of Contractor f!� � ACCEPTED BY: DATE: � SEE SHEET NO. 1 I'=20' EXp.6-30-" bate .- RONALD J. PARKS PLOT PLAN PHASE 7 uj TRACT NO. 23371-3 Inspector Ver tical � � � EDWARD C E� RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS o l''E clvl \F°�`�\ CL X6804 Ex ires 6-30-� o _ o� LOTS 82-90, 139-147 sheet ofCD Date Cmplt d N/A A� �,1. R.C.E. No. p R.C.E. No. Expires 4 3 2 2 /usr/profdata/r-prp/d-12TSI/TSlgrd32.dgn I