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HomeMy WebLinkAboutLot 9-21 - Precise Grading QRADINC4 _ NOTES: PRECISEPLOT AND GRADING PLAN 1, ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY PROJECT SITE ORDINANCE 93-04, � 2233 71 =6 . MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE = 1% IF CUT OR TRACT T U RtvERSTOE YyAY '� OR FILL IS LESS THAN 10 , 2"/. IF CUT OR FILL IS GREATER THAN 10', DRAINAGE �EaE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP DF CUT OR FILL SLOPES. v oro - 3. MAXIMUM CUT, AND FILL SLOPE = 211, 4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES DYER 5' HIGH, �I NI A 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 LE END WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER V DEEP. It""v T.W. _—_ INDICATES TOP OF RETAING WALL ELEV, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUBLIC WORKS �� DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN T'"���► b == -.- INDICATES EXISTING RETAINING WALL ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE T.C. _,,,__ INDICATES THEORETICAL TOP OF CURB BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND + AT DRIVEWAY APRON LOCATION OF CUT FILL SLOPES, ;�+ 7, PROVIDE A BROW �DITCK DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS„ �� ALONG TOP CUT DF SLOPE. . r SCALE : in • 500, ��:MW—— INDICATES RETAINING WALL TO BE EXTENDED 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE r VwrNfGO FOOT. i i ► / X INDICATES FINISH GRADE S OF THE V I INIT P INDICATES DRAINAGE SWALE ( 1"� MIN, 9, PRELIMINALL ARY SOILS LI INVBE ESTIGATION ON E IN OBYLEIGHTON AND ASSOCIATESNFORMANCE WITH 0tTDATED NOVEMBER N. T. S. 7, 1997, TWO SETS OF THE FINAL COMPACTION REPORT SHALL INCLUDE FOUNDATION H.P. _—,,.,,,_ INDICATES HIGH POINT OF SWALE DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, TZ.23371-4 INDICATES CATCH BASIN �� �c�i, -r�.y_r / �► 10. THE CONTRACTOR SHALL NOTIFY THE CITY%S PUBLIC. WORKS DEPARTMENT 1'rc 33 I.7 , , C.O. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE i p / INSPSECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT INDICATES CLEANOUT FINAL INSPECTION FOR EACH LOT. PHONE C909> 694-6411, �QC-1 3' PVC 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL r- /` �,_... INDICATES PVC DRAIN PIPE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED - '`�s 1_>.. • WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTA TR. 23371_6 � \PBILITY IN ACCORDANCE WITH C.O.7: (7G VE LD_F'M E NT_C0.DE 1`T.OIo__FM0K TO T _4L OF F•I N.A L I N GF'ECTICSN _ 1 N D IC,ATES 2:I SLD F'E • - ! l 11 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN \ CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL, ------r90 i CATESD7EEP'ff9EV F'(DOT 1 N 13, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL TO BE PLACED, IT MUST BE ULCLEARED, KEYED, AND BENCHED IN TO FIRM NATURAL SOIL FOR FULL SUPPORT, \ cq\ \ PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 0\ / -C'Z-23371-3 _ NOTE: �T,e�ININ6 WALLS ,d►�E• 13`t' � Q 14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, FOR EXISTING STREET IMPROVEMENTS SEE `` 16, ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNC- S C H E D U L E "A" OF IMPROVEMENT PLAN TION, ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPO- RARY DRAINAGE PR❑VISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. R.O.W. R.O.W. KEY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) CL SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC, WORKS DEPART- MENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. lo'ESM 415' 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI- 19' 22.5' FICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE .5 4 18' 18, 4 2.5 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN. STREET LIGHT IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE LOCATION ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. % 19. EROSION CONTROLi ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE M41L$DK PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH ?129 F.H. APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED • nrt i N. v'n AT 10' ON CENTERSi TREES, 20' ON CENTERS COMBINATIONS, 15' ON CENTERS, SLOPES I � IRV( v� ,���' ��pOVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH • WITH BACK FLOW PREVENTION DEVICES PER U.P,C„ CHAPTER 10,r, '510EWAL 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS t4, THAN 1/40 PER FOOT FOR A MINIMUM OF 3 FEET, lr.lNDEfZpFZ�It� � v - l/ 3 3 , . . + JOINT OCATION .JOINT TRENCH AA PLACE 0.25' A.C, OVER LOCATION ,+ 21. NO OBSTRUCTION DF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER- 0.52' CLASS 2 A.G. O �, air rl&l� G` Hou;E MITTED. 4C 7 LINKS COURT ,,w,r fr `E� 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 0F.M.41L �STS M,NCOMMENCEMENT OF ANY CONSTRUCTION/GRADING. REF• CITY DF TEMECULA STD. DWG. NO. 105 �'Mix •� �� ' - SECTION 'A' (MODIFIED) —� , . % T 23, APPROVAL OF THESE PLANS BY THE CITY DR ITS AGENTS DOES NOT RELIEVE T No SCALE NO SG'4LE (rx►) L V,, HE j o� M�v .__ ' , APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF MSN jo w ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE COT/4N CJI-A~ �3 syt• _ � APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI- r ;I ��„,? r •/ --- -/ r NEER FOR REVIEW AND APPROVAL. NO SCA[E ^-X21�,MA1C. w _/�' 1 I /�_ CONSTRUCTION NOTES .M PAD ELEVATION � �! 1 INDICATES A,C. PAVEMENT '" SECT/ON B=" �[.ELEf/ SNfO/yN O �.o �o V oNv��lw ENGINEERS .NOTE LOT NUM '– N° she 1 2 INDICATES TYPE A--6 CURB & GUTTER WAINAGE SKWE °�'°" e�� PVT. DRA1N C.is. e 1% MIN . o 001 VNaERGR�wD 48 ND 5C,4LE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 3p INDICATES PCC SIDEWALK hAE M _"eEr Mo i 3 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING HOUSE 1ADDEL NVIABEIR , SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CON- INDICATES MULTIPLE WAII_150XE'a PER C.O.T. DEVELOPMENT15M. N°(v0(o �~ FC•����'B TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC– AO FIN I5H S GkrAGE FLOOR TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS 5 1WP(GATEe7 SIPEWALK UNKRORAlly PGKC.O.T DEVELDPMCNT ' 'D, N° •�`= ,Et�vAT/oArS 11so.a FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR-=''' • -4 �;::: ;•-::: NOMANCE OF WORK ON THIS PROJECT, TICE TO PROSPECTIVE BUYERS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE - Underground Service Alert ;.o • - NEGLIGENCE OF THE OWNER OR ENGINEER, NUI K. F KONT SETkACK THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED t �, o ` � TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 0.Call: TOLL FREE -_ IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE- CONSTRUCTION PRACTICES. THEY DO NOT ATTEMPT TO SHOW CORDS, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 1_app �s�• r�. 049 rT THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 422--4133 -RIPICAL I&T ON THE LOT, THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO NTs. THESE PLANS SHOULD NOT BE RELIED UPON FOR OTHER THAN, THESE LINES DR STRUCTURES, TWO WORKING DAY FOR YOU DIG THOSE PURPOSES SUNRISE LDO)6-015qKA% MCI(qlineMpallieS CONSTRUCTION RECORD DATEI BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. QROrESSjq RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE BA, T-29-81 �,o �gk SrF Contractor: 2 1/2' BRASS DISK IN CONCRETE CYLINDER, IN THE Horizon a y� �� � ��'� Plans Prepared Under Supervision Of N.V. CORNER OF THE INTERSECTION OF RANCHO ' �►•f�.tr CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0' EAST �' = 20' Njj ACCEPTED BY: DATE. S = PLOT PLANS FOR OF A 1.0' FENCE, 40.0' NORTH OF P.P. (NO NUMBER), °C 6--30-9b -V Date �r - ROKALp •PARKS , DEPUTY DIRECTO K OF Inspector: 94.0' NORTH OF THE CENTERLINE OF RANCHO CALI- Vertical H, STELMAR FUI3LIC WORKC7 TEMEKU HILLS NEIGHBORHOOD # FORMA ROAD, SET FIBERGLASS VITNESS POST 1.0' VEST OF MONUMENT. , 'vt ' 33589 6-30-1998 LOTS 9 - 11 TRACT NOI 23371-6 Sheet 1 of 2 Date Completed: Or CALF R. E. No. Expires R.C.E. Expires140-01 __ ELEVATI[lNM 1128.410 (Ana 9-13-82) .C.E. No. - ► `► - ___- m. 1 DR os ORS ,J iiiiii 12� he Z jjjj r � r S 1> r•,, c19 L 4 �. CIL. •f . �= 0•F• �• 106,86;�� �x c - a0 � Q� / " i ti Q A 1.74" f - r ICA I 1,111110 i `' 6 1,4 F ►� o .. %1. Q a� p VN T LIN �,. s KS �. ,�, W - .. n, sT vi1 o �• \ r� S W r, xs � i` jua t gap _ ( , 4L + ' v. I 22,5I .. (O ,�, L-7.10 N .,• ,� •• 4. V q Ns rr COV .01 7' `9 •b 1v r , V ^ a:• 4 x �3 0 •� , '�,o �'.• • ' '`g°l l 1 b'� . pry I �. ,; k kri. �,- OPAP F 151.15 ot LL: to FF - VL PLAN X4.9 5 � -� •`� p p �N� �, w'`' F,aI 2 A K e, �� � SV N lCI� � �; ��. �.� � ,� PO .��• o t r Rh/4Y L. --INT PLF 5 �• PLAN 2 C Q 6 _FA\�Na '�' o PDQ N T P�,4 N �. �_ 3 � • � _Y 1 , J ``. w.. fo U F"WAY R �.F ��•o � F.F. �.o 3e% 2 w ` S,o N Ci I SWAY POINT D Y �� 1 ' 61.0 �, PLAN SC �ral1CVYA 2 5, 10�r JNAsib Oar_o• WKWAY PILI N V !Vr q,o _a -a l2 '� 9 " 1ti' 'tiQ i 6 NOTICE TO PROSPECTIVE BUYERS CD I lip. � �• �' � ` ��• a '' Tfo'e NATURE AND ARE PRODUCED 51.00 • . 1 7 THESE PLANS ARE TECHNICAL IN U E E D x y4r•c N,p x - TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK 51,00' �Q' �� H,f'• �� �� 3� 623 �►LwL � IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND at x Coll i�.F. / �ti t •P x, L INA-�j CONSTRUCTION PRACTICES. THEY DO NOT ATTEMPT TO SHOW SAO 55,76' I ,3,�� I��f (s,�/°� �� b0,p8 '� ___ __ ' -}�1LL F3E 11% 11��N, THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR # v�,t ___ ON THE LOT, Underground Service Alert 49,12 ei•3 58.56 - OU _ THESE PLANS SHOULD NOT K RELIED UPON FOR OTHER THAN IN .63 it THOSE PURPOSES. © Call: TOLL FREE 422-4133 S U N R I S E LCA 0 O-0 rnwUk i(mon Cmuclaies TWO WORKING DAYS BEFOR YOU IG CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE Qao�E$S/� RECOMMENDED BY: &C OK F DATE: T 4� CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor: COUNTY OF RIVERSIDE B.M. T-29-81 ��o\�IR, Y SrF�•+� 2 1/2 BRASS DISK IN CONCRETE CYLINDER, IN THE Horizontal ",� '' p� , Plans Prepared Under Supervision Of N,W. CORNER OF THE INTERSECTION OF RANCHO 33 Z CALIFORNIA ROAD WITH MARGARITA ROAD, 1A' EAST 1 �o" = 20' W hp ACCEPTED BY: DATE: 7 ����_ PLOT PLANS FOR OF A 1,0' FENCE, 40.0' NORTH OF P,P, (NO NUMBER), °C 6-30-96 Me Date -s�Z! 1lOtJALD �. P�►�Ks� PUTY DII[EC.T01[ of Inspector: 94.0' NORTH OF THE CENTERLINE OF RANCHO CALI- Vertical it H, STELMAR TEMEKU HILLS NEIGHBORHOOD # FORNIA ROAD. SET FIBERGLASS WITNESS POST 1.0' %P WEST OF MONUMENT, _— �'�'ar Ic���� \� R.C.E. No. 33589 Ex ices 6-30-1998 _ _ 19H9 LOTS 0) - 11 TRACT NEI, 2 Sheet 2 of 2 Date Completed: p _ - 30- ELEVATION� 1128.410 (ADJ. 9-13-82) R.C.E. N o. -� Expires