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HomeMy WebLinkAboutTract Map 27827 Lot 3-16, 30-39 Precise Grading i a i I '°' GENERAL GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDI4G `CODE. CHAPTER j 70, AS AMENDED BY ORDINANCE 457 . 2. 14INIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1t. v DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES. LI Th 3A 3. MAXIMUM CUT AND FILL SLOPE - 2: 1. t I I 4D UIA ZA 4A 15A 4• PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUrVALENT ALONG THE TOP OF ALL 3aI FILL SLOPES OVER 5' HIGH. I ad-.� �-- �o--+•� �'�- So, tom- !O --", 5. ALL GRADING SHALL BE DONE' UNDER THE SUPERVISION 'OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i ' DEEP. S ZSMIL DI/VS oro 0»i 7A/79 S. A REGISTERED CIVIL ENGINEILR SHALL SUBMIT TO THE `CITY OF TEMECIRA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF j ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR SANTA TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 4 sa s: s4 Wkn1SIS LINE. GRADE. ELEVATION AND LOCATION OF CUT AND FILL SLOPES. !° ss 17 CI 12 EK U Cb�t�Ot t�tf1 t ICTt ipC'S 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS a • ss Gf� f� V�VU V l.lf�G ss :e si ALONG TOP OF CUT SLOPES. rR' a�tt�� ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER so e4 �� 27 AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAN ONE FOOT. 41 PA a0 s17,12 LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH s 40 41 21 �C$I� [ql 14 38 as IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DOW IN CONFORMANCE WITH ReCOMMENDATIONS OF e ae �1 SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED 2e 4a 20 to `2 `a 44 SIGNED OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9. 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL n { Tot. a� PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE e 9e " ss 14 A ��� ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING It a MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE - X' a a7 .d 1s ss 'e N + s OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PRELIMINARY SOILS REPORT . TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING j 1' ` ae s7 se s g 2 p WORK. 10. THE CONTRACTOR SHALL NO THE DEPARTMENT O30 F PUBLIC WORKS AT LEAST 21 ' a L7 19 18 a f5 a 8 PARK SITE ♦ O] HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE g 31 16 7 �j{ 31 ♦ '4 p INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ' 2 34 M � 20 1 17 » („) 14 e ++' 5 NOTICE TO CONTRACTORS PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411 0 a3 Zs 81 v1 Is 13 / to a ' ♦ rn 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL ae 30 27 2z 15 12 s ' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 34 to so a ♦ m FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM n a1 1` ss : INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 13 20 / APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER as Thi• 27827-2 MARIAN ROAD � HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 40 2e FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL. 1 ! a 4 e e e je l0 1! 12 21 n 23 13. IF STEEP SLOPING TERRAIN 6CCUAS UPON WHICH FILL 'IS TO HE PLACED. IT ' 41 MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL - - - - - - - - - - INdEX MAP SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL. SCALE 1'- 150' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF LOT PERMANENT DRAINGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE G a PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES 22 i� PAD ELEVATION-0 .2 (M M) a12;195..4MAX . * � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 5'MIN. P(L 5'MIN. QED FOOTING l PAD ELEVATION 16. ALL EXISTING DRAINAGE COUASES ON THE PROJECT SITE MUST CONTINUE PER PLAN PAD-1258.9- FF-1259. 4- H TO FUNCTION. EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE INDICATES FORTING TOMEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DEEPENED 5' MIN. 6 ABOVE PAD ELEVATION ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3 2 2 3 OF 43088 MODEL TYPE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- MIN. MIN. MIN. MIN. F.F. ELEV. FIVE- DEEPENED F00 N • TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE weres G"iMN- FOOTADDITN NAL K 0 � DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN ' Tb G""f EXTRA �' VERTICAL HEIGHT. - �oTi ,,-1 d ITAMATES LENGTH OF GF 12 PROPERTY LINE UPPER PAD 't P� MSX � �� \\�� PAD ELEV. EXTRA FOOTING �` 16. A REGISTERED CIVIL ENGINE�R OR LICENSED LAND SURVEYOR SHALL SUBMIT REQUIRED : CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC / :� t�l ,eGARAGE FLOELEVATION ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LOLOWER PAO N• / � 0.5. OR LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT • . •i»tN. ' . . . // / / p LOW mWD GROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT IIIoxiI1 12 MIN. INOTCATES oEPrN h RATL OF DF GROUND SHALL BE GIVEN. NOTE T1£ EXPOSED PMTTM ia� TW DEEPENED EXTRA FOOTING RIGHT-OF-MAY . REQUIRED 19. EROSION CONTROL: ALL GRA6M SLOPES SHALL BE PLANTED WITH ROSEA ICE 2XMIN. 6• SLOPE VARIES FOOTING SHALL 8E FORMED. CURB PLANT AT 12. ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 2: i MAX. 2XMIN. OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE 21XMAX. TYPICAL E TRA DEPTH FOOTING PLAN TYP . SWALE SECTION 21XMAX. _ - � PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION THEREOF. • GARAGE SETBACK SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20 ' ON CENTER: NOT TO SCALE NOT TO SCALE 10 ' MIN. ALONG STREETS COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT 5' MIN. ALONG ALLEYS SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION UNAUTHORIZED CHANGES 9 USES TYPICAL Lor LEGENo DEVICES PER U.P.C.. CHAPTER 10.r . A/VD TYPICAL ORAjA(AQLr MOM- ALLY Ldr 2.0. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTE0100 WALLS AT NOT THE ENGINEER PREPARING THESE PLANS WILL NOT LESS THAN i/4" PER FOOT FOR A MINIMUM OF 3 FEET. BE RESPONSIBLE FOR, OR LIABLE FOR. N07- Ta scIL-F UNAUTHORIZED CHANGES TO OR USES OF THESE IEE SH T, L Pi%Q AUG y 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL MATER COURSES SHALL 8E PLANS. ALL CHANGES TO THE PLANS MUST BE IN SR WRITING AND MUST BE APPROVED BY THE PREPARER iL LOT A//✓q6ff eRTTEgI�/ OF THESE PLANS. ~ � PERMITTED. I � 22. ALL PROPERTY CORNERS SHALL: m CLEARLY DELINEATED' IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. BENCHMARK 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT "RELIEVE T-46-81 FROM THE INT. OF RANCHO CALIF. ROAD `mss * LE G E N D THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE AND FRONT STREET 1 .7 MILES NW ON FRONT STREET CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. JEFFERSON AVENUE TO THE INT. OF JEFFERSON ' `,• UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY AVENUE AND WINCHESTER (HWY 79) . 2.0 MILES NE F'1�;, _ FINi3HED GkQtJniD LTJ SHEET NUMBER TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER , THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK A It"ROM T.C. - TDP O� CURB FORK. IN THE SE WING WALL. 6' SE OF COR OF arc N ao�o 32Q0. 1 - PAD ELEVATION BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL. �aN� F.L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS 19 N OF TELEPHONE SERVICE BOX . = 1co�l`5 Aopfl � Al E.P~ - EDGE GE PAVE CWT li - ELEV. 1091 .074 NOTE: THE CONTRACTOR SHALL TIFY THE FOLLOWING UT iTYIES OR AGENCIES CT F.F. - FINISHED FLOOR RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: SITE obmm_ I Underground Service Alert SOILS ENG I NEER AND GEOLOGIST COSCAN DAVIIDSOR TEWC[1LA. 1Ii11.". G.F. - GARAGE FLOOR CITY OF TEMECULA DEPARTMENT OF PUBL I C WORKS (909) 694-6411 12855 POINTE DEL MAR. SUITE 200 GEOCON INCORPORATED DEL MAR, CA 92014 10 - LOT NUMBER UNDERGROUND SERVICE ALERT: I(600) 442-4133 6960 FLANDERS DRIVE Cell: TOLL FREE SAN DIEGO, CA. 92121 (619) 48l-8500 TR.W- - TOP OE RETA(MINB WAu- \ (619) 558-6900 V I CI ITY MAP 422-4133 NOT TO SCALE LQ h r + Associates c { 6.8• - GRADE SPEAK 1 Len. nwn" 4ml z md" PW& sem. TWO WORKING DAYS BEFORE YOU Com CMI EnOm.me Tonm", CA 92300 siwwrin0 Fl1. fOf �7�-f7Z� Fa f0� Nf-OM1 GR CONSTRUCTION RECORD DATE BY REVISIONS oA71F ACC'D BENCH MARK SEAL, Designed By Drawn By Checked By SCALE , y4`' RECOMMENDED BY+ DATE• 1-24"� CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No, Contractor t '�' s Horizontal �'- , Plans Prepared Under Supervision Of In:prctor AS SHOWN l Fxp ,� ACCEPTED BYE DATES SEE HEREONi►�71� w ,>�TE _ - PRECISE GRADING PLAN a PRINCIPAL ENGINEER, FOR CITY ENGINEER Vertical •�- �'• FRED W. 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R . 19 t77 t�W CATCH BASIN O 30 coo �l o Underground Service Alert ,SCALE Call: TOLL FREE Lohr + Associates Inc twa mm"d r■ 4WIS �. Pet D*m 422-4133 ® i" �»�, w. G Tone. . 92Sl0 P,. .o 67"726 Fm ,o. LD95— 142 GR TWO WORKING DAYS BEFORE YOU DIG ! CONSTRUCTION RECORD DATE BY REVISIONS aarE ACC'D BENCH MARK SL EADesigned B Drawn B Checked B SCALE 9 y y y Dr c.wing No. 8/23 07- C,,/ANGEO UNTTYPEONL07��2 .44V r. �U ,� 4�� ---- RECOMMENDED BY: DATE. CITY DE TEMECULA DEPARTMENT OF PUBLIC WORKS 39 BROW 5 fo 4 W Contractor Horizontal Plans Prepared Under Supervision Of Inspector SEE TITLE SHEAT AS SHOWN f¢ t � ) _ 'f_ ACCEPTED BYE - _ DATES �-ZS ` PRECISE GRADING PLAN 7 s ! 2 A --_ Date /� / �� PRINCIPAL ENGINEER, FDR CITY ENGINEER i Vertical `' .r EDWDOERGES TA . NO . 27827 STEVEN W. CRESSWELL LOTS 3- 16 AND 30-39 hoe Coipktcd \\�q\yf U+ . •A �j' AS SHOWN \_ R.C.E. No. 16526 Expires 6- 30- 97 47180 12- 31 - 99 1989 Sheet of - p R.C.E. No. Expires Z 2