Loading...
HomeMy WebLinkAboutLot 1 Precise Grading ENGINEER'S ESTIMATE PAVING _NOTES GRADING NOTES ONS FSUCTTO N NOTES OF Q UANTI T ES MINIMUM PARKING LOT cmM slelr.L W >�- 1. ALL GRAM MILL CONFORM To oNTFVRR NOTLOM Con, /Q _ � CHAPTER 70, AS AMENDED BY R IDE COUNTY ORDINANCE 457.COAL /'PUC r 7YGLr A 5 alm r Gurrc? STA. ?,Ob � clry or m7�7Y3=A . . . . . . . . 3 74 L. . �azrIMUM entm FOR itromm Dian n�e►L><. is e.5". CDA CT,21'ill T 7YR"- %J" Cr/R13 91'/0. 504 11 C/TYo{ 7Fl1=ULA. . . . . . . . . . . . . 2. INTSI 1QR BUILDING PAD ANDtMMATDM SRALR SLOPE SMALL BIC - 1=. � 70 9 �.� AN APPROVED SIL aTERILl>:ER aHAIa. BE pgED ceI ALL solflt soRtACEB DRAINAGE SWALES SHALL BE A M NIMUM OF 0.2' DEEP AND BE 03 G17A157/2UC7 A.0 .Qtfl`fENT 3` Tf•I/CK. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 460 70)V3 PRIOR TO PLACEMENTOF PAVING. CONSTRUCTED A MINIMUM OF 2' ON THE TOP OF CUT OR FILL •• ASPHALTIC EMULSION (MG SEAL) S tL BZ )11PPL.IED MT LZn ?Mw 14 SLOPES.SEAL) CON5neucr Co Tl"PA1 rmg-/VT (EXCLUDES 9/OEWALK5). , • • • • , • • • • • • • • • • • • 300 I.f DAYS FOLL WING PLACEMENT OF THE ASPHALT SURFACING AND SHALL INC 1. MAXIMUM CUT AND FILL SLOPE - 2: APPLIED AT A RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC • O C01V3TeZ1C7 AG /QEGATE 3A5E Ct A55 D-4 ' TfJ/�'irC . . . . . . . . . .. . . . . . . . . . . . .. , 3/!!5 C.Y. EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF STATE STANDARD 4. PROVIDE 5' WIDE BY 1' HIGH OR noIVltLb'!IT AIX MG TME Ti ` �45�0 R� SPECIFICATION. OF ALL FILL SLOPES OVER S' HIG • ` .rt �• '' 6 APa Y A9�AG C E/`11J�9/CW CFtX3 9EA4L ) 0.03 QAL. " 2. YARD .. . . . . . .. . ' aIOtLL RPP'LY TO 'PRE CTP! IMTRuzRMiL B S. ALL GRADING SHALL BW DONE L+'R THE SUPER! grow OF A 7 C01VlI`CT U/V 5/DrJWW4LK D9.4/N �"2 C/TYof TE/`7ECMA STD. 302 . . .. . . . t1 E-A DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK wrTRIN THE CITY COMPETENT SOILS ENGINEER WHO SH LL CERTIFY TRAT ALL FILL WAS ` `/� RIGHT OF WAY.® tlDlusr2(IC'TCkbS9 EQ�2C/TY of TE/7ECUCA 9T0. >309 A�I`��/f/E� �3�W�DTII,1 , , • :7V I f REPORT RFOR RALL FICLLS OVER � D Lp SUBMIT A FINAL COMPACTION TWO SPECIAL ARE )REQUTRED BT TRE BUYI�2NC MMD SfIFETT 09 Cb/�TRXT ACAI.�,PC9 EIXLC of ASPfaAt T. • . . . . . . . . . . . . . . . . . . . . . . . . 00 IF DEPARTMENT. ONE INSPECTION AT THE TIME TAE BASE IS PLACED AND THE 0. A REGISTERED CIVIL ENGINEER LL xTrUATT TO THE CITY OF �1� SECOND WHEN THE A.C. HAS BEEN PLACED. TEMECULA'S DEPARTMENT OF PUBLI WORKS WRITTEN CERTIFICATION Sar �• CbM,STRCiCT CONCR APPROAC14 �i2 CITY 0 TE7YFCCICA ` OF COMPLETION OF ROUGH GRAD G IN . ACCORDANCE WITH THE N O STPD. �O 7 _ . . • 4 I7 6 r, THE CONTRACTOR SMALL Ila RESPO rKZ pM M Gtj=M QF TM APPROVED GRADING PLAN PRIOR ISSUANCE OF THE BUILDING • � ' � � � � � • � � • • � � � � PERMIT. CERTIFICATION SHALL BE LINE, GRADE, ELEVATION AND „•P - PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL S7CISTINC Ct3'V�TiQL/CT /QETE gj T'1/AC/C-4� Tfil/C,lt,/ P�,/TY OF, C/L� �Tiu IC � ! UTILITIES. THE CITY SMALL BE INFORMED 48 ROU RS PRIOR TO BEGINNING LOCATION OF CUT FILL SLOPES. 40/ MO�F/ETJ C / " " T P S' •q , • • • ',�pQQ �/. OF CONSTRUCTION AT (qpq) 694-6400. C ) (/N CUl11E� 2 9 E -•O�[/T (� /xANTEiP ) . . . . . . . . . 7. PROVIDE A BROW DITCH, DESI To eANOLE loo YR p sToRrr /� �r A CON ON REPORT BY A SOILS IINCTNEIs OMLL CERTM 9" FLOWS, ALONG TOP OF CUT SLOPES lZ R6�F i917T. 1 f GUTTE/P• . . . . . . . . . . . . . . . . . . . . LOO �.F. COMPACTION OF BASE PRIOR TO CALLING FOR SECOND INSPECTION AND PLACEMENT OF A.C. PAVING. S. FINAL COMPACTION REPORT WILL BE RMLIM0 FOR ALL FILLS �?/�,✓ 03 CtW5,rRUC7" LVM ETF AOe/�/ VARY A4*A�ACN l-*i2 CAL T 41V> '1TO• A 57, 1"�AT 4 Lo-d. . : E� 4.F. GREATER THAN ONE FOOT. Ce}; ® 9. ALL GRADING SHALL BE DONE IN RMANCt WTTR R'ECOMMENbATTONS /RJ jAc LEGAL DESCRIPTION, OF THE PRELIMINARY SOILS INVES GATION BY 5th/L _ 1•-' !••sera_ e of oo eca_ mAP e335-5 A.?1"01 � 15Y MM Did! TECH DATED -/ TWO SETS OF THE ANTA r T �J�I I L OOH EARTHWORK UANTiT E/�E �t�j� /']E ��j`E'd7 T�+l/Q� A REC�A��OS FINAL COMPACTION REPORT SHALL B SUBMITTED TO THE DEPARTMENT ��� OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN VIC(1VITY MAP \ FXC.4WTAW (CUT) Kn0 C. Y. R/YEi251DCCWAJJ TY, CAG/FOR/U/A. RECOMMENDATIONS AND CERTIFICATI N THAT GRADING HAS BEEN DONE I r"' IN CONFORMANCE WITH THE RECOMM NDATIONS OF THE PRELIMINARY Al TS- MXw� pY C DNTR ,� CHA N r L EA"��N&M6-,VT(F/CC ) DODO C.Y. SOILS REPORT. IQ/Y. Co. 7t+p/`lA.��l Gk/A'fJE' Tile- ACC 675-1 ROA Ex/.f 7)/�+ ASSESS 0 WS PARCEL no. 10. THE CO"RACTOR SMALL MOTIF! DEPARTMENT OF PUBLIC WORKS /-fj• //Q, I�../�� /_9 Co .Sr�',y ,glNt 9/O- /O- D�7 E AND ADRAINAGE INSPECTION ST 24 HOURS IN ATHIECINSF CTION NMUST BE APPROVED G FINISH LOT DPRIOR t4 ,319-gb*45 iE � N3G 'P4 ��'4r 7 TO BUILDING PERMIT FINAL INSPE ION FOR EACH LOT. 'N N .oa-47'ff5" 'E' � OWNER /APPUCART PHONE: (909)6 -6411 LEGEND rl'f 4C INSrac� R 3 / '-� rx15f p -STOPS/GN N4a4'OD',/'E R=/G4 ' Gs es•/d% ` S s 7E/`fECu[A /`fEGLCAL !k?K fXW7OAft/TC/?, 19 N II. CUT STRIPES EQUAL TO OR GREATER AN 51 IN VERTICAL HEIGHT 700 Of aj,�/5 � �� G rc �7/ipj3 A CAUFO, 114 GENER.4t PARMC195N/p AND FILL SLOPES EQUAL TO OR G ATER THAN 3' IN VERTICAL AWWC//VE' of GUT MR _ ti �9 j 07Er �2E/'n'�t�E CL�NC2ET Al • ,�' Ste`6 .� TrE'� 1J HR ESD AQI�/�ERSON BEIGHT SHALL BE PLANTED WITH ROSS OR GROUND COVER TO /_2,0C_,4/P/.XS /N TN/J / / FT est,.. W/A/E (AUC//VTiQY/c�AL ESTATE PROTECT THE SLOPE FROM ERO ION AND INSTABILITY IN ISLP t,/�'/.,r �p//uT Q �9.-'„n Iii / A�2EA. 9/ �a ?A1,0-y QI•]O7 W�NCNEgTE/P RDA �TE. / ACCORDANCE WITH RIVERSIDE COUN ORDINANCE NO. 457 PRIOR G 3Z� IDE _ C�" • ,�fio/ TO THE APPROVAL OF FINAL INSPE ION. 59 / 10 ' ' TC' G All �~ TEHECUL.4, CA 925 90 i2. NO FILL SHALL BE PLACED ON ExI NG GROUND UNTIL THE cRotnrD C.A LOW PO/NT ACCESS OPEN/NG � � 6 � 6 9 � .?3 G PER,01-f 23335 N , ` 5 2. C°8 � �� �/ (9iD 9) G 94 ' IG 26 HAS BEEN CLEARED OF WEEDS, D BRIE, TOPSOIL, AND OTHER F.S. rMAYA ll SW)*CE DELETERIOUS MATERIAL. S R 5 -o e '3 w _-A.31' y 3 ENGINEER 13. IF STEEP SLOPING TERRAIN octvR Vpo2f WAIC!! FILL IS To BE Rlw RICW;r of WA4Y I INE 7 Q D 166 /�� PLACED, IT MUST BE CLEARED, KE ED, AND BENCHED INTO FIRM a ENG//VEER1W I�� WRE J NATURAL SOIL FOR FULL SUPPOR . PREPARATION SHALL BE , Q,q -T� ti g F 5 ` ��'47,5y /�� 'P`G tjryyE '�T 43500 R/�C,E p•4�2K �2., APPROVED BY A REGISTERED SOILS GZNEER PRIOR TO PLACEMENT OF FILL MATERIAL. • ' _ L•tb sd' .J5.3zr�� G`C.'F 3 °F.3 TEl`fECUC A, CA 92590 E�1577NG AS/�HAC T E�'/J7"6"C7•G83 / PCL. J 5 3 PRIOR TO �' 9 •56•EQ.W 6 N /�'�+�NS F (_90 9) a 9 9 -`p4 aSO It. DURING ROUGH GRAD21fGOF PERMANENT AGOE STRUM AND , TEMPORARY DRAINAGE • „�. 4 CU,Q,O so f' IPAA/iiii PH F FL E/7/11�C', ASCE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND JD- EX/3TING CC�V�UR � � •• I� )1� J-72 / 8 ���TT`c2 DAMAGE TO ADJACENT PROPERTIES. _ R �O�?TY G/�E n M 4� _ SOILS ENGINEER Is. DUST SHALL BE CUNTROLLED BY TERING OR vTHER APPROVED 9//JEWi4C/C / ( 580/(_ TEG�I, 1ACAU 7Z//PC '. METHODS. j rig. TDP Of 6R�1E n �,/ 4/607 ENTER- 1-VI1F C/Art F MPJ is. AT-T ZXTSTINc DRAINAGE COURSES ON TRE PRO.nCT SITE MVS? t •• ' I PO, /JOX /16e CONTTNUE TO PROTECTIVE MEASURESNAND STEMPORA Y DRAINAGE PROVPECIAL [MING STORM ISIONSMUSTZ ACCESS DRRIEWAY rEr1FCZXA, CA 9C 5 90 BE USED TO PROTECT ADJOINING ROPERTIES DURING GRADING j PARCEL I (90 •/) `?G -E 74 a5 OPERATIONS. • SCALE: I"= 20' Ill. STABILITY CALCUTATTONS WITH A CTOR OF " L AST ONE AND BENCHMARK FIVE-TENTRS (1.5) SHALE. BE SU ITTED BY A SOILS ENGINEER ' TO THE DEPARTMENT OF PUBLIC NO S FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. Q COUNTY O! RIVERSIDE S.W. 90. 'T-4W-n '�• 2k- BRASS DISK IN CWIC. CYLINDER LOCJITED P'1R11t 1"RE 1S. A REGISTERED CIVIL ENGINEER SR SUMM CERTIFICA?ION Ot INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET BUILDING PAD ELEVATIONS. NRE SPECIFIC ELEVATIONS ARE 1.7 MILES N.W. ON FRONT STREET-JEFFERSON AVENUE TO THE REQUIRED, THE ELEVATION (KITH ESPECT TO MEAN SEA LEVEL) INTERSECTION OF JEFFERSON AVENUE AND WINCHESTER RD. SHALL BE GIVEN. IF AN ELEVATI WITH RESPECT TO ADJACENT (NTERSE) , N.E. WI WINCHESTER R19 (REZ ROAD. TO T01 GROUND SURFACE IS REQUIRED, TH ACTUAL DISTANCE ABOVE THE INTERSECTION OF MINCHESTER ROAD AND E! ' YN ROAD. 200 ADJACENT GROUND SHALL BE GIVEN NORTH OF INTER4ECTION 10' E. OF TME C/L WINCHESTER ROAD _ - (MWY.79) 2' S. OF P.P. /13337259, 0' S. OF C/L 12' JJ _ �• PCL L 4 DRIVEWAY, 7' E. or 3-RAIL WOOD FEMCE, $0' N.W. OF 19. EROSION CONTROL: ALL GRADED S PES SRl1LL BE PLANTED WITH rr FARMHOUSE. RIVERSIDE CO. BM MARKER NAILED TO P.P. ROSEA ICE PLANT AT 12^ ON C ERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 1 IN VERTICAL HEIGHT, IN Irg TCI 1' �"0 J 112 / 87 - 8-0 I R M. 112 / 87 � 89 ADJ. DAT! 9-13/82 ELEV. 1034.614 ADDITION TO GROUND COVER, SHA , BE PLANTED WITH APPROVED 4 S FS. 2 b ePI)J�d N4B`Od•08 I7 I ( i TREES,pANTD SNRT BS 10 OR ON COMBINATION E NTERS: TR ES,• SHRUBS 200 ON SMALL CENTER; COMBINATIONS, 15' ON CENTERS. LOPES OVER 4' IN VERTICAL /7 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH aq T.C. 3-5 ��► BACKFIAW PREVENTION DEVICES PE U.P.C. , CHAPTER 10.R. 550 [� s c 431'. e _ S �O.36 f.S. R/� 8 h��j�� �• J_ - W `'�� IS. FINISH GRADE SHALL BE SLOPED A Y FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT OR A MINIMUM OF 3 FEET. 7 , C 9 WDC 4WJVEWAY o 3 CC6 Fe On 6 �ANT�O iy �-- N 5 � ` CUyj, GS/q �� No 0!)sTRUC-MON OF tLOOO P AIN OR IIrA�R!►L VX ER COURSES 81.�P�L- l O t .C.•6G•t/' .>3. eS A/i+1�1. ; .C. of 1'' PLL• 3 SHALL BE PERMITTED. Q aG ! 4 �1�.}\ � CT--��-Y' TED Ill TRE D fX15,pQryLc Ay0}spp llriy I 12. ALL PROPERTY CORNERS BRACE INC L!lI.INEI► �► r l - - gg q�•�a ` /5 7. �, ��, f • FIELD PRIOR TO COMMENCEMENT OF NY CONSTRiJCTION/GRADING. is eOfL. � . 1 36/osTO.•�G reef ns*o7i�frNe.-��6• ACD/A�'r � ee• s�r� Oc CO/1/✓�'j./OL.f Q �iQ•C.vme® Q 90�OO�DO~ \ 3- 9 h �' '4L"CE�s'C�/M'E e•CC'�'�' -� '113- APPAL OF TRESS PIANS BY THE ITT OR ITS AGENTS DOES NOT s�lr IQs es • C=39.,07' l _ 17� /, 3373 el 7G. ]RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE -7/ • . I .G- •f/t/OS�4C.0/>t't T. ers �• _� E It- 75 $ RESPONSIBILITY FOR THE CORRE ON OF ERRORS OR OMISSIONS 1A _ G"SCE DISCOVERED DURING CONSTRUCTI N. UPON REQUEST, THE -611 APPROPRIATE PLAN REVISIONS SHA BE PROMPTLY SUBMITTED TO \\ C••l� l 1 THE CITY ENGINEER FOR REVIEW A APPROVAL. ` r L. j P. 24. SOURCE OF TOpO: FIEC/� CURVE BY EMG/NEER/AG in Q . T�PANSi0.'�PTAT/0V Cnev/000iF NQ/ 3l 'JZ i•✓ l 0.) �i?I7P SGC. gs' 2 '�.'S' CAC Ti�i4Ni' �1 ',�' /t' �\f� . E3�'1. I012Ci� C�' </ENTU E , TE,O /0- a9 - 98 - A6.00'TRAMS PAD Mer emal rJ) pV7TACL �]DA',g/bDV /� ` /�Ei2l`1/T NO• f f1� � ' SEE 9ET all. THE DEVELOPER SILL ACCEPT A PROPERLY DISPOSE OF ALL OPT- �F.S' J�Q J'3 93 - 0487 �, 8SWET SITE DRAINAGE FLOWING ONTO OR ROUGH THE SITE. IN THE EVENT Of 3 THE DEPARTMENT OF PUBLIC WORK PERMITS THE USE OF STREETS FOR `9 55 0 I 3 pT 3 DRAINAGE PURPOSES, THE PROMS NS OF SECTION XI OF ORDINANCE _ _ ;=7-) NO. 460 WILL APPLY. SHOULD T QUANTITIES EXCEED THE STREET - FUTUip�E \9 Sr�Eu/AtK - / r �C%TUkC'1�'Aflri✓A4LK 23' Ti�AN1/ILIUM C�1PR/DOR � CAPACITY, OR USE OF STREET BE PROHIBITED FOR DRAINAGE �� FeT klv PURPOSES, THE DEVELOPER SHALL ROVIDE ADEQUATE FACILITIES AS ` r wfNCN�S1 AD �1 fW y 7 Q J 2 � /�d„w�•� ���a/s7//�G N45 E APPROVED BY THE DEPARTMENT OF UBLIC WORKS. Undergrotin 1 Semlice Alert 55 J �• f w7 v /4'CC�dP3/]]GETS ZQ. THE DEVELOPER SHALL PROTECT DO STREAM PROPEIML FROM DAMAGES CAUSED BY ALTERATION OF E DRAINAGE PATTERNS; I.E. , j • •1� st ��h `\� 1 $ -� t' WACHEVER MATO (NWY 79) CONCENTRATION OR DIVERSION FLAW. PROTECTION SHALL BE ? v • - - - - - � I PROVIDED BY CONSTRUCTING EQUATE DRAINAGE FACILITIES, Ceti TOLL FREE Q INCLUDING ENLARGING EXISTING FACILITIES OR BY SECURING A ~ ACCESS DFME �• '�� "�'� `-RM DRAINAGE EASEMENT. PARCEL 3 �- "��` ' 422-4133 SCALE : I"=20 - Q INDEX AP o � TWO WORKING DAYS BEFORE YOU DIG V+ SCALE: I"= 100' - Underground Service Alert SEAL AP R D BY DATE Q/1� SHEET NO. 9 /!/��.� D✓5 RELOCAjE Pit0�6ED ELEG• RAN9fORME.P �r��3`E.�.;J(/,yq � �C[- -h--� �N THE CI OF TEMECULA CHAN6E /6LAN0 k//O h/9 0 /� eue REMOle MW C[/ir�e ON EA3 eia�'O� , " F. wwwwwIlivIIIIii F<<.:: ��� :� p P8K o PRECISE G A D I N G PLAN CQh:TOLL FREE OF TEMECULA SUKTE 202 ( )89SS41� 1-800 R/aN9fORti1CR, Ao0 /O C./0/G A C.O/iCE• f r � 1 G' ! C.E.. NO. 41880 EXP.DATE 3/31 /96 �n�w.c�►a2aeo 422-4133 oc No. C C 37 aw���s.+.E..�. �� TRACT 027690 of 3 sHTS no private��aro►► tft w piens Is reeponaible ror amu"tM accuracy * �' - DOCTOR 'S M D I C A L CENTER FILE NO. and acceptability of the design hereon.In the event of discrepancies arising mer DATE BY- MA K APPR. DATE SCALE BENCH MARK county approval or during constructio►4 the private engineer&hall be responsible ENGINEER REVISIONS C ITY �/` L'��}\� �� AS SHOWN Ilor determining an acceptable solution and revising the plans for approval by TWO W}(M D�� BE�R'E VU MG 9j O�� NDOL F" FL ' . DATE SEE ABOVE AT RIGHT FOR W.O. Me county. DESIGNED BY: F.F. DRAWN BY: P-KC. CHECKED BY: R.F.F. FDF (;(��\� R.C.ENO. 04568T EX 11/31/94 JAN. 25, 1993 DOCTOR'S MEDICA CENTER 94- 1 i I _ _ _11 _ ___ _11_ I I 1 1 I �co h Pr L. 8 - PM SK 17 2 / 87-89 11001 WIOCAWFD � �- Acr,Ess vr (VACANT) .5>rE of 3 � Ame +1 s+y. .w:....1 w.►. wearer _ - F&W i --+ r C I INNN I Q lit or him" • 1 A � 1 i --;� 1 /s* � d 7. 5O, _ watt s. tsvt � \, PF:01I toQ 8 1017 tgOL r -- .er mar.e.�.e+•1 _ i �• Lr;� _ � �'�'� , _ l Proposed Building Yr�,�, ® �► � �� 1u1L " _ I Pr:low ft Weis is tT11 M l J / p WA7rRf-INP 1 f - o ■ i - Z EX/3T l am. i w TERLiNE weir I: Stag H k a wee.r5 y . I A3UT Til SHOW EX/8T/NG ,Q./ACCAI T PAi2C'EL `" ► OMGRAAWY ANAL T E • / :~ aearr•leer% VEINS z (' V - R 3 l `J ��' �Lti+e.r..R �� •' 4UI4ud W z ! f LLJ I — r 97 } 1 \ wletcl. L�•Rw / O ' 1a Ar go WAR, •I W'.Ad UIJviC1-1�Lat SAA ' T` SRH/T No. 93 -04 8 7 t , 4ft. �f_ - I 't 4 E 1�- O - - - - _ - - i �i q - S '.F _ — ua�' b191�4'� :14.2 �.• ID—eel .ee••• QnDf,�C'T iL1 •�r..w•.1 �� •.I.e..l ..reel: C-►-. L..., •....1 •..reel c� �- W n FNI /1 , W y ' I h i 6�lc:-/ r o0 Q FICL. J h� z J7 At 7Q ,_.�r 1�/J /. f 1 �0 20 pro �o 60 i W/4r'�y to ' COVTOU)e INTEiPV4(_ = P . E (VACANT) ?HEE�o�3 /0000, s i 1111-41M .8✓ RE�OC,QJ� PiPOPOB�`O CLEC. jlroNS/'OIrME�t Am SEAL APPROVED BY : DATE �' — ENGINEERING VENTURES �N 7�E CI OF TEtUIECULA SHEET N0• tUnfrorev" =erre AMA C,414,v C �,4-1,QNo ur�o H8 wiv H of amf QR(�FESS1014— Q rorK�ivs ,oc� o s� '. �p N f f �e LAND PLANNING * CIVIL ENGINEERING PRECISE GR DING PLAN SIM �J� )reoa/O 01ve ev" O/YEABrs/O'Of 7 �JO�� l \ R YM D A. CASEY, P . PM CiPAL ENt�NEER OR Cvf<:TOLL FREE 1�44N9f0/fMER,,vOD /O L.f Of G A.C. /ICE. THE CITY OF TEMECULA LAND SURVEYING fo W� No. C C :._37 T CE N0. 41880 Ems. DATE 3/31/x!6 43500 RIDGE PARK DR.. #202 * TEMECULA. CA. 92590 TRACT N • 27690 Cr SHTS THE PRIVATE ENGINEER Sa MG THESE PLANS IS RESPONSIBLE FOR a { R ED 8 • ATE s ASSURING THE ACCURACY AND ACCEPTABfUTY OF THE DESIGN HEREON. Exp. 909 699-6450 FAX: 699-3569 IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL DATE BY MA K APPR. DATE FILE NO. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �� * CAS AS NOTED BENCHMARK ��� O�t M DI CA L CENTER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND ENGINEER REVISIONS CITY �l'f• CIV \Q' REVISING THE PLANS FOR APPROVAL BY THE CITY. T*C3 wORK1NG GAYS BEFORE YOtJ OIC ql ��� R NDOLPH F ING. R.C. DATE: NOTED ABOME FOR: w-o DESIGNED BY: DRAWN BY: CHECKED BY: f o' R.C.E. NO. 045687 DATE 12 4 DOCTOR'S MEDICAL CENTER 84- 1 1 w 41 - ice //✓ / '/, o + 7. 6 4 w�1• -r . END 51,5?W1aLh' � 1. h FL/N. 1��.• s e 2EC/�2C�AC_ ACCESS � • © ' Pa c • I Z . _ • ,Q2/VC- WAY N t x $ 3 • ai.OG r SEE SHEET lof 9 fQ n eQ - ,49 Fs m fins x G ER�� `' ` , cr 1-340 :/057- 75 'ly 1"5, 1 6 LOP 4� - osre o wgrA , �- yh_ hb„ �, m Q� 0 /0 ZO 30 QD n % 2 1 a 3e' T P. 0 .-�! f 0- 3 CGYV7aU�P /N7FRW4L � /' ` � ° •i Q Unit 4 : 2080 sf r,rn1. c. S. C fX/�J �► ' O/i'A/A/elmr V Qi N a g" R f • QE/2H • 10 It �4IIC/E8 ° �� 7 ! �/ 1 8 Qely� t 1 sI - wrz- 67' "ALF- l-11 ° �• 00 DRAIN L y S C - 0 e I ,I p5 f 5 1 IV I IDN EAc r-1 Ea-1T . Aff7 00 R to n r�', Aw. E d zG �� Unit 3 : 2008 sf � � 9d Z_ - 25 f6 , to �i !l k .4 s `� - • I Q 4�0 4 `k-4~AA'EA � /�i4,0 - /0.5 7. 2 5 ,omr N 34 Cf) y a Q M. f w - rQ\ 6 5 Ff I FT i C-C - N /oma t 1 rG f 61 s yt f L.>4Etr1 ElJrE N1 c r s t •� '� .•I� �. �. - " � 1I .� -_ 4-v�tA i -i - - t bU.t�• sc -�,`�, s.`' 0 � '-, - • " �r.�,las so �• h �-' 4" "W water 6. Sp rr � >E�CIS'T"1I--1'� /SPA/NS T 3 oUfZ La [rrPJ �� \ -. •�. g P l i vA. DET I L- CONCRETE CHANNEL A _4 i. Proposed Building �- Olon ' x J Fb MEJAC �A/C llv f/ A%fi'EE[ BU/OC IU i PER ARCy. �L N9 ?YP I( 1 1 {p 7 �� \ �y�- � � • ��L a _°► Q'-9 " � as' o.�' NIGH �t I W s � oeAiN Am- �7f' LjER/`f 3 PAO : /057. 75 C r d �rL . tgrnl J D/> /r'SIOrV� Alf N I ,� 9 Jd/ACe* U I L NOT Pte` 1 O C'O�f/C. �/ pO S ,OiED � 6 c� A .Z� \ �� C f0 NO/,� /ON 9L Ae -fACE Of �....� � � l--I - 11•..tGl, . EwER A.c �' ° Tri o � s h8 dl c o moi« ��Ai�ROx. c 5 c.a our cute 00 L A 7 6 RAC_ h �!/CAI�NT �t/EMCAIT nit 2 : 2870 sf V o / N1112 W 5 E � AI A-A � 'V- 111 T 8. k W a 0 I '� f ' k /NT " rl r nr. QIP CQvAG p ,,� :, •• ., •. • •. V f. f00 . Unit 1 : 2305 9f G�� 2•H�N o �W3 �N I.A.A.s I FF : /058. 25 �l 2 n �14/� /057 75 t j >�� Trl •� +`�,' p 1 Q 3 X67 _ - \o iP t At t Q,, s Cq h9ttt'a F hh e' �' 1 `/ pp o •sCuRn G Ak 51 -11L I jw X r . C. C. CS' H 40 PR17irD A'/ATERC E L-a ll k /`1/N. (/7. 3 F.) CONC. CPtlJ1 4) ; 1� • LiPA/N/..L�TA/L �(v �f 5 "S A t� _ •n� = 4.s� Q•` 56.�D FS I N. T-9. Z D• (TyP� 4 t4 A 42 F �) F•y . ' V, sv _ � '/. tC � G 1pt� ' 4G o s � F5 b• f ' •\ FS /9 V -� 4 , 5 h r fs o HC I 6� �°� F5 � Xo-3d Tc '� • ,�` 2 d H �. 2 � Q � 2 ENGINEERING it 4►3 '� 50 32 T. W HIGH VENTURES �� gf_ 1 1 D5. s I C•.9 43500 RIDGE PARK DRIVE 1 n SUITE 202 (909)699-6450 Underground Service Alert �' - - 9 = �5 5•� 3 ,e� f Q� h� 4 = � ` S E TEMECULA, CA 92590 pl� vTERLrIVE LAND PLANNING (•,�Re 56 O /�$�— �41i, I CIVIL ENGINEERING • LAND SURVEYING W:TOLL FREE `�,� W °s 5�'— Chi -eoa s3 �'°''� ,� - _ -ro 121' ''��� _ - z�' SE `s 'P D LrT f lam,} 1� f u f\ • 422-4133 �>�� 7�1_t__- b p ' 0 t��'i. " , APP OV BY DATE_ _? 7 _ G Gf Tn "F�Vl K I -.1 C-i T Y 1��L_ ALL ►��L,g}-t2� f-1 -TF W". e U T.� ►`V �i 1r 4�'F �✓ >✓i 1-11 T�♦C 0 JAY N f• f�� - uE n n (=X11-1C �1�'v�•5 _sT F c7�T=" 65.27 7. 1� ��' J :,' LR FOR THE i, TW MORKM DAYS 8EF'ORE YOU DIS p �y N v2 sa. c+�/ IN. e' OF TEME ULA A. 1 C9 Itj ki 1 ! Q,� 1 �sT L 1- ► ` � r ti �, R.C.E.N 41890 EXP.DATE 3/31 /96 /5 h 9 =�� T \ 6 t! 9 r 5 H 7 1 f:_t -> `� No. L. . .-'37 i REVISIONS l ►'� 3 h' U1Jfl-l=sz-I�la,Lk 'DSI l Q �u _ '` Q _•I 5 8 h C�4 v * Exp./'2 * P RED TE l RELOCA E PROPOBf/� fLEC J/�AN$fORA1ER �Q 2 0► (o _ - 8 � h 4 , Y elloff6E /5G4/VD W110171-l" q/1OTH Of ONE ! (� _ p.✓ !i `f'l' ('; "\ a�P _ �� l �•9l ���\` NDUL F. FLE G, R. PARK/N6 STAGG TD B✓�'. ////s ,!? %b / b Q,•Z �. fs 55-67 T,c, 55.63 TG 2' CONC.CNAN/VE y of kj"1 R.C.E_N oa 6a7 EXP. a Q Q Z 55 /7 F 0 1 5 Z c 'f' '.D v 5 ,� 1(� 3 h� \F s �, THIS SHEET) ���y IN THE CITY TEMECULA SHEET No. � p � �` cku 6 J p°� ;0a, � PRECISE GRA ING PLAN 13 for 3 48 9 7690 of 3 sHTs. .s I TRACT ACT N0. c�' a3 fs. , '' p = I� cS t.�_xZ��,� . - — -+ I � �0'42" �•.► 24.34 ' * - �•Ps . « i >� ' Q � Q DOCTOR 'S MED CAL CENTER FILE No. _ FOR W.O. I DOCTOR'S MEDICAL CEI ITER 94- 1 i I r / EROSION CONTROL GEN RAL NOTES 1 1. Erosion control is required fo grading operations, "during the rainy season from October 1 th to April 15th. Approved plans are required for all roug grading. 2. In case of emergency, call - � rgerrc�► of BRUCE KEETON of KEETON CONST CTtON AT 619 744-9500 �•�• L. � (24-HOUR PHONE NUMBER) FIC 7. The design civil engineer will s arvies erosion eontrol writ *I and insure that work is in actor nos with the approved plans PM -8K 1 -72 / 87-8 � ra� (if required) . NA ���� ACCESS�Ofl yr •. i. tquipment and workers for Me�'R shall be mads l available at all tithes during a ra ny seasbn. *&estuary j 5COIC : •s�' ✓ONSET /of3 0r 1gfrLA/V iled at convenient terials slocations hall be atoi facili ate lable n site rapid construction of temporary devices when rain is minent. 0 !O ZO 40 60 80 !i. Devices shall not be moved or m ified without the approval � ' gACC OW,90W OF g,4N10, 3AGS, E 54GS HlS Me of the City Engineer. AICI?1/7ETER OF ..,....;'Potosi .. some .°.°. �... :::..�.... - I c mania. I t i. All removable protective device shown shall be in plats at ,1 -- ►•.••+ . the end of each working day whe the 5-day rain probability • -- : � - ' I it forecast exceeds 40%. 7. After a rainstorm, all silt and ebris shall be removed -from - sr A5et5 MEJ) ��•09 A check berms, silt fences, and d ilting basins etc. ( ; ���� ` �.f •,� - _ f �` < • •.AMID 1057 79 Graded areas around the tract pe imeter Bust drain away fro's the face of slope at the conclu ion of each working day. s•ft a: sats of' ..,e. 1 40.0• _ ( �- I arm+ 9. The contractor shall be responsi le and shall take necessary `O' '+ ` t�vs• �'°' '`" , 660-P = N precautions to prevent public trespass onto areas where 1 s - — -- impounded water creates a hater us condition. • s • 4� F; 10. Desilting basins are to be nstructed as grading of ' V individual grading areas are m late er rou h radin~ '� plans. p p g 4 g lit Milt 8. toe• .t I ff 0515:s ' 11. The City Engineer reserves theright to slake changes or j I O " modifications to this plan as deemed necessary. p; t ! � . Son 12. Information on this plan is for erosion control only. All I ; other information is subject to change. I '�rw ©„+► .� , ( �7� 12. Temporary erosion protection i required for t�lanvfaetvred �� slopes prior to permanent planting. _ � '• � ••.}-_ "�}7 ' L-4,-.s I " A �� �-r ••.. v. +•. • • 1'� . I� 1 a -G7ti�MJ,/dr lt. Areas shall be maintained in N a state that firs aeeess +i All IJ% Proposed Building / # a �OAC,'5 N/GN AMOUNT shall be maintained at all t nes (including access to ,.+• LAR/HETE2 AF 9/TE'. neighboring properties) . e OW wmm44un an """er 1S. No obstruction or disturbance of ataral draimrage eoursss or � \ s#- Axes /+ �°�"� 1 existing storm drain inlets she 1 occur during the raining r season, unless adequate to orary/permanent drainage 4 : L• - - .� w facilities have been approved an installed to carry surface ' v+1►t =: late •* / / d"" eta SPA( r1r/3r EN� water to the nearest practical at eet� storm drain or natural ` 1 _ I ; water course. EX/yT /6" 4 C.A Ii. The Contractor shall eondnct his tions in such a misrmer E that storm runoff will be cont ned within the / .- i �tG bGOTERL/N£ 1 project or tj wl CP channeled into the storm drain my tem which serves the runoff (p EX/7T /5 r ,(� area. Storm runoff from one a a shall not be allowed to 51644x2 divert to another runoff area. f' • Holt 1: goes of g� !+ }�� O �o b�s • �' r» e• Z 17. Conformance with the requirement of these lams shall all in no ZL way relieve the contractor from s responsibilities to this `�•� � r-. --• �/ site and adjacent properties. Temporary erosio ♦ P ry n control 4 Call' /s > shall consist of, but not be limited to, constructing such ; a /' facilities and taking such flea urea as are necessary to (.. 1". - � i 0 I ! prevent, control and abate water mud and erosion damage-to SAJs,� I public and private property as a result of the construction a,o��...,.,., of this project. r VtCIN Y MAP Z h , .� � __ �_ p j Al 773. Z ,� — `r _ -- L!�' t ti. 4 IS. Slopes constructed ' oP"e prior to Oct r 1st shall be treated for Q erosion control prior to Octob 15. Slopes constructed } __ 0y co. rAmy.AJ,C,n'. Qcxw _ 1 ' . � �!a e • � AT after October 1st shall be treate for erosion control as the V . PG. 1/'4. D-Co 2 � � t " . .�w1� e � e, 9Tc construction of slope progresses n increments of 25 feet or ,�„ co 7 less measured vertically. s, rNw, y , 19. - Till areas while bei nig 1 O+. • � nq brought up o gmrads and during period: { �, of completion protected by W idrp� • 4o-W,*s' � � � prior to final gr de shall be 2 s � _'► - ♦ T-- - t ''� �e� '�s + • '' various measures to eliminate a sion and the siltation of [; LdJZ sl s.i I downstream facilities and adjacan areas. These measures may Q 1 `1 . include, but shall not be limited to: to e .�.. ' ' temporary with h protected { (� V . ti• t t ,�,.��.Jr �,r � _ �� either in the fors of pipes or p ed ditches with u�= outfall areas; graded berms aroun areas to eliminate erosion ii I �. '` "e -__♦ 4 * / f I • � / I ( of fill slopes by surface runoff confined ponding areas to j �tr _ ► + r ..4' u+�w. 1 desilt runoff; temporary check d s in toe of slope ditches to desilt runoff; protection suchas sand bags around inlets ' a ' - `''•'- — --_-_ which have not been brought up to grade; and earth berms and {{ 0 Z I \ ( appropriate grading to direct dra nage away from the edge of '1 O ,� • Jr • I the top of slopes shall be con rutted and maintained on t J V f \ - 'L .� ' � -+ i 1 I • �/ 'r those fill areas where earthwo k operations are not in li G j $ progress. t3 _ (i O 20. bTop e o cut brow ditches, where iced on the lens, shall' ` constructed prior to exceedi 12 feet of cut measured f; ' vertically. ` 1 CY1IE�QOW or 3AN,Olj,4G5, 11. Clearing and grubbing shenld be invited to areas that will 4/ receive immediate grading. Erosi control measures will be t /3AGs fa/6�l, A /Y/�/r ,ell`fETE/Z required to protect areas which ha a been cleared and grubbed I OF 9/7E. Q prior to grading operation, and ich are subject to runoff 1 during the period of the rainy s aeon. These measures may 1 include but shall not be limited o: graded ditches; brush !1 1 I barriers and silt fences. Ca shall be exercised to [ Q ' preserve vegetation beyond limits of grading. co piEbc� � Phil SK J72 /87-88 22. City approval of plans does not lieve the developer from h�/,CIE Z°S responsibility for the correcti of error and omission {I j ACC /-�4yFjJ .� discovered duringcvrratrue tion. request, the required 2i (VACANT) plan revisions hall be prompt submitted to the City SHEETo�� Engineer for approval. I I`NINTA/N 3-011F'11NG �TWEEN TO)o C4 G5 ,1 •9RN0d4G AE01VG ' `7 G/2ArJE1J ��2/vEWivY �hl1/A�r4G"' ,CY�PECT/GW of FLOW ' I � YNEZ RVA � — THROUGH Cl/`f/TJ of ' CON�7?UC T/ON. dqr c77o" A A 1� b =�rlc+ Alert - t APP An HY • _ IN THE CITY OF MECULA -�- - - - - - - -- -- _ _ - - - SEAL �3 ENGINEERING VENTURES SHEET NO. LAND PLANNING • CIVIL ENGINEERING EROSION CONT OL PLAN ------ - -- f` AYMnND A. C Y. E. PRINCIPAL ENGINEER FCYR Cali:TOLL FREE THE CITY OF E LAND SURVEYING for c RCE NO. 4188C EXP. DATE 3/31/96 43500 RIDGE PARK DR., /202 R TEMECULA. CA. 92590 THE PWATE EPOWM SKWRMG TFIEX KANS IS RESPONSIBLE FOIL 4!2'413a `' k t PREP BY. A _ p•� _ (909) E99-6450 FAX: 699-3589OF SH T. M. 27690 '- CL. 2 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ! ; l�t4 IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVALDATE y► 71 DATE BY MARK APPR. DA_TE � `� FILE N0. OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE DOCTOR' S CTO R S M E D I A L CENTER LA YER ENGINEER REV190NS CITY ` � ` � SCALE: AS NOTED BENCHMARK RESPONSIBLE FOR DETERMMVING AN ACCEPTABLE SOLUTION AND " • REVISING THE PLANS FPR APPROVAL BY THE CITY. Two WOWNG DAYS DEFORE YOU R NDOLPH F. ING. R. ATE: FOR: DOCTOR'S MEDICAL CENTJR JW-0- 94- 1 DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. N0. 045687 ATE 12/431/94 ' { F i I