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Home My WebLink AboutLot 84-86 Precise Grading IN THE CITY OF TEMECULA GENERAL . GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE CONE PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. _ _ � � STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRACNAGE SWALES SHALL 8E A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTEDTRACT NO . 28482 3 LOT NQS . 84 86 MODELS & 87 , PARKING LOT BOOK"). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' MADE BY t' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHA BE DONE UNDER THE SUPERVISION OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING LL 'q� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYQ PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL a CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. s IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE T THE CITY OF TEMECULA'S '�``� TEMECULA WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT0 E C N F qr y ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETIO 0 PAN PRIOR �G `�� 4��r WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING L �, '` +t► �,`� Fq COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO TR No � 28422- '��. o LCOURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF INE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. ITE °�s ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY ' PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND T. N r� G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. " OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 81 FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATERLIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. 9 CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LILBILITY -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEL'R. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 c THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BYOFLEIGHTON & AGSAND DATEDION 9 102 I RANCH f�► UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30, 1998 AND ASG DED E 9 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPAIR DATED NOVEMBER 2, 1998. TWO SETS OF THE FINAL COMPACTION 98 10 3 '�o a ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES 5 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH ��F' ��r 10 4 1 SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 9 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS � NO � 2,33-7 1 � J %51 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. ]6 1Q 5 $ N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 3 4 95 106 3 2 1 30 29 26 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AAD FOR ANY DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOTGRADE AND PRIORTO94 ~ cp 35 25 VICINITY MAP INSPECTION. THIS INSPECTION MUST BEAPPROVED O PERMIT FINAL INSPECTION FOR EACH LOT. 93 ^ 2 PHONE: (909 ) 694-6411 92 50 51 3 LEGEND 45 464 4849 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 77 44 22 TOP OF WALL ..................................................................................... TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 90 78 43 53 52 21 .................... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM SITE 42 55 5 m BOTTOM OFWALL ............................................................ BW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 89 79 58 5 56 0 7> TOP OF CURB ELEVATION ••••••••••-•. TO THE APPROVAL OF FINAL INSPECTION. -•••••--•-----•----•-----------••-•--•-••••••••••••••••• TC SECTION 17 06 PRIOR $$ 41 19 --•...........................•-•-•-•--•-•- 8O p PAD ELEVATION ................•........--••---------• PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 40 59 18 FINISHED FLOOR ELEVATION ................................... .--_.--.---_-_.-_--- FF BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 81 6 6 MATERIAL. 39 6 ......................... FINISHED GRADE ELEVATION ... FIG 60 _ _ _ __ ______ _ _ HP 82 37 62 63 HIGH POINT 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 61 - - - • 83 THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL ••••----•••••-•-•••••---•---•----••••-••---•-- TOP SLOPE TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A --••--••••-••••-•-•••••••••-••••••••••••••_••••.••••••••••-•-•••••••••••-•••--••--•--•-- 111 110 70 69 68 15 FLOW LINE FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. PARK SITE 72 14 TOP OF GRATE ELEVATION .................•...........•......---------- •---••--•----------. TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ?6 ...< ---•------------•-•----_-------•--------------- .... PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 7 13 GARAGE FINISH FLOOR ELEVATION GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 5 74 11 12 EXISTING ELEVATION ........................................................................ T 10 - (9170) PROPERTIES. 3 ' 8 � FIRE HYDRANT LOCATION .., ............. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o--- / 1 5 6 STREET LIGHT ... .................................. 2 3 4 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / ............................ ... DIRECTION OF DRAINAGE FLOW FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES / AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT / ?t - INDEX MAP RETAINING WALL (BY SEPARATE PERMIT) .................. .•.ADJOINING PROPERTIES DURING GRADING OPERATIONS. � r APPROXIMATE LOCATION OF ELECTRIC METER ........................................... � � 1 •' SCALE: 1'=200' 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................... TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE _ WATER LATERAL AND WATER METER LOCATION ......................................... � ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ELECTRICAL TRANSFORMER .................................................................... 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o �; o POWER LINE AND HANDHOLES ................................................................ D PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THETELEPHONE SERVICE z z ' ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. I F AN z `�' ... ........................................... CL z T W = O ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE Uj LOT ~ GRATE.......................•.. .•............................................................... ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. aG LINE3� MIN. `�' `-'© AIR VALVE...............•--••----•-----•---•-----••--•--.........................--•--••------•--- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a Cr i 5' MIN. W .............. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. W �- TELEVISION PLATFORM .......................................................... U) v�a. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. " z0 z •'•"""•"'•'-"""'•"-----•--'-'---'•--•-•-'•'•""'••'-""'•"••-"-'-- w BACKWATER VALVE B SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION L ©0 3' MIN 1' �"- "``' ................................ THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON '-' 2% MIN• � Uo AIR CONDITIONER LOCATION -••••••••••••------•-•••.----.---• CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 2% All GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 21,A�1N. PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. M4X• GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTLOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6'MIN.� IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE LOT FG. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 , NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. A ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INDICATES PAD ELEVATION 1 2 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RA"! QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FIG PE=1199.0 PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE LAN FF=1199 7 FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK 2 3 NO. LOTS CY/LOT TOTAL UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY -- 3 15 45 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F �-- 1PARKING 80 80 CONSTRUCTION NOTES AND QUANTITIES Tc LAN _ N�__-�• � _ INDICATES GARAGE FLOOR ELEVATION TOTAL 125 CY 1/. it GF=IM,0 PER PLAN .� ; GF=1199.0 GF=1199.0 (1) PLACE 3' AC PAVEMENT OVER T1 TONS - ��, J 4'AGGREGATE BASE 48 CY CURB '.• ,/ LAN 9 CONSTRUCT 4' WHEEL STOPS 7 EA `j z 30 THROUGH THE CURB DRAIN 1 EA 10' (TYP) .n SEE DETAIL THIS SHEET • . LAN 12.0'/. MIN ; N R/W q� INSTALL 6'PVC (CL 150) 0 0.57. MIN 22 LF F MAX ' INSTALL 3'PVC (SCHEDULE 40) Q 2'/. MIN 10 LF LAN PER PLAN z LAN � '• `' ' '' '• ` ' ` ' ' ' ` ' ` ' `' TC �DI ��-5' 99 MIN. 3' MIN. 1Y. F • • GALERTMIN. LAN CURB � GUTTER PER PLAN •• __-_� F DEEPENED FOOTING LAN AS REQUIRED. CALL Q -" UTILITY SERVICE POINT LD 00- 173 GR BEFORE YOU DIG! TYPICAL LOT GRADING DETAIL MCK ENG COMPANY 1-800-227-2600 NOT TO SCALE ,�� ,�. 00 Avenue UNDERGROUND SERVICE ALERT Callat least 2 working days prior to excavating. ►`!�.i�= cap lrornio $tsoT coos: ?8:•0707 N TRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: E$51 Designed by Drawn by Checked by • COS � Drawing No. OHEL EH EMR RECOMMENDED BY: DATE: �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M.T-29-81 MIC EL FLS, 2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal 4 �� % ?� Pb Prepared Under Supervision Of D Contractor IN THE N.W.CORNER OF THE INTERSECTION o 14o.46804 ACCEPTED BY: DATE:OF PRECISE GRADING PLANS RD.�.Or'EAST OFHO FARNIA 7 0'C.DL.FENCE.MARGARITA 1'=200' Exp.6-30-03 Dat® � 0 �� a RONALD J. PARKS TRACT NO 28482-3 Inspector NORTH OF P.P.(NO NUMBER).94'NORTH .0 EDWARD MICHEL RATICAN OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical DEPUTY DIRECTOR OF PUBLIC WORKS _ RD. 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