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HomeMy WebLinkAboutBook 15 Page 726 Lot 8-11 Precise GradingVICINITY MAP THOMAS BROTHERS 2003 EDITION: PAGE 978 GRID J-1 CONSTRUCTION NOTES, 1 INSTAL_! e REINFORCED CONCRETE SLAB. ...................... r .. • ............... • 2195 SF 2 REMOVE EXISTING TREE PER LANDSCAPE PLAN, .0•.••••••••••.•w•w•ww•••••rr••r.... PER PLAN s PROTECT EXISTING IN PLACE •_ww•••ww•w•w•••w•••r•rr•••••......•..............PV PLAN CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD, 's 400 • w r • r• r a r • 325 S F 401 MODIFIED, 4 WMDE�. 5 CONSTRUCT 6" ROLLED CURB PER CITY OF TEMECULA STD 202- TYPE �C' ... • .... • • • • 8 LF 8 n NOT L/�� 7 CONSTRUCT 6" TYPE VD-6r CURB ONLY PER CITY OF• .............. • ... r ............ . 98 LF TEMECULA STD. 204A 8 RELOCATE EXISTING UTIIJTY..................................................... PER PLAN 9 SAWCUT, REMOVE AND DISPOSE OF A.C. _ ................. • ......... • ........ • • .....1222 SF 10 INSTALL TRASH ENCLOSURE PER ARCHITECT PLANS.,......... « • • . • .. • • . w . w . • . • . • ..... _ 1 EA 11 REMOVE EXISTING CURB.......... • • ..... • ..... w . • r r ... • ......................... 10 LF 12 REMOVE EXISTING SIDEWALK 1 US S F CONSTRUCTION NOTES - DRAINAGE: G INSTALL e PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL...................103 LF 21 INSTALL 60 PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL_.: • . • . • . • ..... w • • • •86 LF INSTALL. 8r PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL ..... • , .. • • ... .�( • 0 L_F 3 INSTALL 12" RCP STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL._ ............ 0..-Fr� LF INSTALL 8r x 8r CONCRETE DROP INLET WITH BICYCLE SAFE TRAFFIC GRATE...................2 FA INSTALL 12" x 12* CONCRETE DROP INLET WITH BICYCLE SAFE TRAFFIC GRATE_ ....... w r • • r r r • _2 EA r 6 . V. • N� M VXrAn + w • w •�r r r i .�• i r • • • • • • • . • . • w . w • • • w r�� 7 CONSTRUCT PIPE CONNECTION TO EXISTING INLET PER DETAIL SHEET A ..................... • r 1 EA PAVING NOTES; PRECISE GRADIN G PLAN 1. MINIMUM PARKINS LOT GRADE SHA!!. BE ONE (1,0) PERCENT. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.30 PERCENT. FOR# J. AN APPROVED SOIL STERIUZfR SHALL BE USED ON ALL SUBGRADE PA30-0306 SURFACES PRIOR TO PLACEMENT OF RAVING. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS PORO L 0 T S 9 L 0 T S 9- � � , B L � C K 29) FOLLOWING PLACEMENT OF ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.06 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE SATE STANDARD SPECIFICATIONS SAN DI E GO COUN T� MOB* � � PAG E 726 g• SHE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF mIDI f/% U//101/C C/1D AA1 C�I/+D/1Al+l11/EAIT OCOIIIT f/1D A11 IA//1Of/ IA/ITLIIAI /SIN DIl�lJT /1!r IUAV 4 GRAPHIC SCALE za a 10 zo 40 ( IN FEET ) 1 Inch 20 it. Underground Service Alert ` PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: •� ' Call: TOLL FREE THE EXISTENCE AND LOCATIONOF ANY UNDERGROUND UTILITIES OR • STRUCTURES SHOWN ON THE PLANS WAS OBTAINED BY A SEARCH OF 1-800 AVAEXISTING INGL UTILITIES DEXCEPT T 0 SE SHOWN ON TNEST OF OUR ESEEP PLANS,ERE THE NO CONTRACTOR IS REQUIRED T TAKE ALL PRECAUTIONARY MEASURES TO IN THE CITY OF TEMECULA, CA. zm FRONT STREET I A/ r1w %W •M %W • . 0 i 80 �L0UU PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 41635 Enterprise Crcle N. - SUIT@ B NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION Temeculo, California 92590 TWO WORKING DAYS BEFORE YOU DIG OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. (909)296-3466 TEl • (909)296-3416 FAX f'(IN_qTRTTC'TTl1N RTi'.f'(1RT1 no I nv I I Ann'n I _. _. _189AL: INDEX MAP APPLICANT: OLD TOWN DINING Ll.0 ATTENTION CHRIS BAIl.Y 27644 YNEZ ROAD M-11 TEMECULA, CA 92567 TEL: (909) 676-9867 FAX: (909) 676-0257 vva�wryavvvsays� avrrvvay.v ytijL �� ays�►s✓ivi�v t�VVL L1Pi H DL'1Ylirl lVlili�n No. 31920 * Exp. 12/31/04 � S�T� �' CAUF�� Contractor Inspector Date Complet¢d 3�11-Dy $M t R�MOII�o CisreRn� � sroR,� s�proR ? � CORNER OF MAIN ST. AND FROND ST. AT THE J 83: IN TEMfCULA, AT THE NORTHWEST(r�r FORMER FIRST NATIONAL BANK BUILDING, VERTICALLY IN THE CONCRETE WALL AT THE EAST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE FIRST CONCRETE STEP, A BA4SS E Ev. STAMPED 851 UJ 63': ORR�C�El�--pROPER�Y D,lMENSIDN. Horizontal � �s sHOyVN Vertical N/A Q S O CH B ER I R LL WORK WITHI CITY RI HT OF WAY. 6. THREE" INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE . COMPLETION, AT BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT, Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOUR'S PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411• 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 10• FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN GAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUOJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS, 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT ` SURFACE COURSE SHALL BE C2-AR-4000, MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. t 12. TWO SPECIAL INSPECTIONS ARE RfgU1RED FROM DEPARTMENT OF BUILDING AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING 1 ARMS OR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED IN OISABL D PARKING AREAS AND PATHS OF TRAVEL. Designed By Drawn By Chocked By sLM sit HwL These Plans Were Prepared Under The Supervision Of: Date �► /7 ��� H UCH Yr. LY N R.C.E. No. 31920 Expires: 12731-04 WV GRADING NOTE 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE', APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--21 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE ONE PERCENT (1.0/7). DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES, J. MAXIMUM CUT AND PILL SLOPE = 2:1 4. PROVIDE 5' WIDE BY P HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL TILL SLOPES OVER 5' HIGH, 5• ALL GRADING SHALL BE DONE UNDER THE SUPERVISION' Of A COMPETENT SOILS ENGINEER WHO SHALL. CERTIFY THAT ALL PILL HAS BEEN PROPERLY PLACED AND WHO SKILL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER P DEEP, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION Of COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GAMING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES" 7• PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INV : STIGATION BY T.H.E. SOILS CO. INC., DATED SEPTEMBER 2A 2003. TWO SETS Of THE FINAL COMPACTION DEPORT SHALL BE SU MUTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMME CATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT Or PUBLIC WORKS AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PHONE; (909) 694--6411 PERMIT FINAL INSPECTION FOR EACH LOT. I 1 • CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GR&iTER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION I Z 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION, 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OIL WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM ` NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OP FILL" MATERIAL. ALL TILL SLOPES PLACED OVER NATURAL. GROUND WHICH IS STEEPER THAN 5:1 (209)j MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S RECOMMENDATIONS. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONVINO WATER AND VAMAGE TO ADVACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 16• ALL EXISTING DRAINAGE COURSES ON THE PROVECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADUOINING PROPERTIES DURING GRADING OPERATIONS, 17. STABILITY CALCULATIONS WITH A PAOTOR OF AT JEAST ONE ANO FIVE TENTHS (1,5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR CUT AND' FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18• A REGISTERED CIVIL ENGINEER SMALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS., WHERE SPECIFIC` ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADVACENT GROUND SURFACE IS REQUIRED, THE ACTUAL. DISTANCE ABOVE" THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE" PLANT AT 12ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIOI-IT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF". SHRUBS SHALL BE PLANTED AT 10' ON CENTE,iS; TREES, 20' ON CENTERS COMBINATIONS, 1' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER ' U.P.C., CHAPTER 10.R. i 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALt EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL -WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/G ING« 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT R 1. ffit -APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERROR$ OR OMISSIONS" 01%0_ 60HING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY -ENGINEE#�Of ' REVIEW AND APPROVAL. .iy 1 24. SOURCE OF rope: FIELD SURVEY PERFORMED BY D/I, MAPPINGISURVEYINO SERVICES, BATED 9--17-03. a 25. THE ISSUANCE OF THIS PERMIT BY THE CITY TEMECULA DOES NOT IMPLY OR PROVIDE ANY Ct MPANCE FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA 01? NATIONAL. ENDANGERED SPECIES ACTS. THE CONTRACTORIOWNER/DEVFLOPER IS RESPONSIBLE FOR OBTAINING THE" APPROPRIATE CLVMCES FROM THESE AGENCIES PRIOR TO . ANY SITE DISTURBANCES OR GRADING. EE ` n• PROPERTY LINE --. CENTERLINE OF STREET f I S EX. SEWER -------- 470-- EXISTING CONTOUR -, 0475- - FINISH CONTOUR EXIST STREET LIGHT FIG FINISH GRADE TC TOP OF CURD FS FINISH SURFACE FL, FLOW LINE OB GRADE BREAK 3 I TO TOP OF GRATE INV INVERT XRY a EXIST IRRIGATION VALVE t r v AREA** GROSS AREA 0.35 ACRES ALLUVIAL REMOVAL ... • .... • • • • • • w • . • .. • ..415 CY THE SAILS CO INC Recoxx mended � : Date: 01�6 �` l5 AcceCx I leiA r--- ped By: Date: M.R. RONALU I PARKS, R«C«E. DEPUTY DIRECTOR OF PUBLIC' WORKS R«C,E« Nol. 19744 Ex Ires: 09- 30-•05 LOSSES FROM REC©MPACTION CY 4�1 4�8 EASTMAN DRIVE, UNIT C (107o)...41 SITE IMPORT ........... .«...••.....•.....•.. 41 CY MURRIETA, CA 92502 TEL: (909) 894- 2121 FAX: (909) 894--2122 *o! L1003� R VIVO BUILDMO AND 8`AF97Y APPROVED A' 414414V, u a a T_CITY OF TEMECULA 1 0EPARENT OF PUBLIC WORKS 7 PRECISE GI?ADING P _ FOR$PAO -0300 PORo LOT 8, LOTS 9--ollo ]BLOCK 29, N p .....� � �:.. SAN DIEGO COUNTY -MAC' 0 K 1 , P. 9 7Sheet I ---- ------- .:..•:.._......ww.w=�,.��....w.....�.,:.. .. �..wn.,.,w..�...>a....... mu,ia r., ..�.�:'�.�.�yti.�. .. .. ,. ...., a....i�,,,.�.�.�,...,. ..w.i�...N�+...rw.. t � �.::.a,,.,.�,w�..w.u.w.,a;,�a�wr,�Y�uS�n*hd6�a�Y:.3 �.w..r 8 "5 _. _ ,.._.. 8'...S _ Gov , rFRONT S TREET 8,-S - 8'.Ls _ 8'1-st-- 8 #�S __ 8'-�S --- M. B. 151726 SD TOWN OF T'EM-E'CULA BLOCK 29 EXIST. UTILITY t i Underground Service Alert yATE ENGINEER'S NOTICE TO THE CONTRACTOR: ENGINEER: PRI '• Q v THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR � Cull: TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF Q AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 1-800 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE VARKHAM DEVELOPMENT MANAGEMENT GROUP, INC. I� CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 227----,2600 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 41635 Enterprise Circle N. Suite B NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION Terneculo, Colifornia 92590 TWO WORKING DAYS BEFORE YOU DIG OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. (909)296-3466 TEL • (909)296-3416 FAX SEAL: CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATIE BENCH MARK SCALE QRaF�ssio,� 3'11•oy SM 1 RfjW0V�'0 C��r'�RN s Srv,�M $6Plow T�.. � 3: IN TEMECUlA, AT THE NORTHWESTCOritYaCtOt �a�����6,0 ;PROP' TY D/MANS/D NER OF MAIN 5T. AND FRONT ST. AT Horizontal THE DORMER FIRST NATIONAL. BANK RgvlgirD PAD E1-�dA.T/0N3. BUILDNGVERTICALLY IN THE CONCRTHEETE AS SHOWN � No. 31920 InspectorBUILDINGs WALL AT THE23 FEET ABOVECORNERTHE FIRST * Exp. 12/31/04 CONCRETE STEP, A BRASS DISC STAMPED Vertical Date Completed J 83 'N/AsgTF OF CAUfO�� ELEV. 1008.861 PROPOSED WATER SEE ON —SITE � WATER PLANS 8'-S-- 80-s-- 5 TRANS. TYPE1J#Cf1# CURB TO TYPE "a--6" CURB DATA TABLE Ll N 44'29'59"E 1 10, 00f L N 45'29 25 W 10.00 "j Q CURVE DATA NO DELTA RADIUS NTH C1 90110 361 16.0- 2 .14 GRAPHIC SCALE 10 5 10, 20 ( IN FEET ) 1 inch = 10 ft. CON�11D21CONSTRUCTIONNOTE �1 INSTALL 4" RiJNFORCED CONCRETE SlA9, OZ REMOVE EXISTING TREE PER LANDSCAPE PLAN. O3 PROTECT EXISTING IN GLACE. OCONSTRUCT SIDEWALK PER CITY OF'TEMECULA SN.'9 400 & 401 (MODIFIED, 4' WIDE). �3 CONSTRUCT ROLLED CURB PER DETAIL. THIS SHEET. X07*.4119D _ .,. y C0lSTR�T 9' TYPE 'D-9" C JT�R9 ONLY PAR CITY OF TEMECUlA STD. 204A. �8 RELOCATE EXISTING UTILITY, �9 SAWCUT, REMOVE AND DISPOSE 0F A.C. 10 INSTALL TRASH ENCLOSURE PER ARCHITECT PLAINS. 11 REMOVE EXISTING CURB. 12 REMOVE EXISTING SIDEWALK. EASEMENT NOTES A AN EASEMENT FOR THE HERtVAF# �V PURPOSE AND INCIDENTAL PURPOSES, IN le FAVOR OF THE PACIFIC TELEPH.Q � :; . �?H COMPANY, IN INSTRUMENT RECORDED 5EPTEMB�'R 21, 1917 IN BOOKS ��.pA$DEEDS, RECORDS 0F RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS ���"t? ���' U�fIUTI�S, AND CANNOT BE LOCATED FROM THE RECORDS Q AN EASEMENT, FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAl. PURPOSES, IN FAVOR OF COUNTY OF RIVERSIDE, IN INSTRUMENT RECORDED APRIl. 23, 1973 AS INSTRUMENT N0. 4E491 OF OFFICIAL RECORDS 0` RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR PUBIC UTILITIES AND OR PUBLIC SERVICES FACILITIES AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN IA VOR OF THE COUNTY OF RIVERSIDE, IN INSTRUMENT RECORDED APRIL 23 1979 AS INSTRUMENT NO. 6086J OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SAID EASEMENT jS FOR THE RIGHT TC CONSTRUCTMAINTAIN OPERATE, REPLACE, REMOVE AND RENEW PUBLIC UTILITIES AND PUBLIC SERVICES FACILITIESS, AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES* IN FAVOR OF THE CITY OF TEMECULA, IN INSTRUMENT RECORDED NC VEMBER 9, 199J AS INSTRUMENT NO. 44756,E OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR PUBLIC UTILITIES, AN EASEMEN T A GREEML"N T AND GRANT & RESER VA TI CN OF EASEMENT EXECUTED MAY 8, 1995 BY CLEVELAND INVESTMENT CO, TEMECULA INVESTMENT CO., AND WM AND MAROARE T FORTNER AND JOHN H. POOLE AND OLIVIA A. POOLS, RECORDED DUNE 5, 1995 AS INSTRUMENT NO. 1789J4 AND RE--RECOROE0 OCTOBER 18, 1995 AS INSTRUMENT NOo J47141 BOTH OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CAL/T"ORNIA. 11111 /r OT 1 11k i 6" ROLLED CURB DETAL 0010, NO SCALE CITY OF TEMECULA STD. 202, TYPE "C' �8 b a 4LODN_366GR I Deigned By Drawn By Checked By CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS d SLM SLM HWL Recommended By: � Date: These Plans Were Prepared Under The Supervision Of: /' �,Q / PRECISE GRADING PLAN � � � fl;tn`"`V d�l,t��—• Date: FOR: Accepted By: L --+.— Date z14YMR. RONALD J. PARKS, R.C.E. se'`"':.���� :�:A���A PA03-0300 BRUCE W. LYOOF DEPUTY DIRECTOR OF PUBLIC WORKS POR. LOT 8, LOTS 9-��1, PLO��K 291, � o��: �ieea� � � SAN DIEGO COUNTY MAP 1300KIS PAGE 726 Sheet 2 0f R.C.E. No. 31920 Expires: 12-31-04 R.C.E. No. 187A4 Expire: 09-30-05 �. - ----- ----'i p.!s f to .►8 ' 8-S - FR T STREET 4Z 3 /,S __8 0 JOIN EXIST CB (997-20- INVfo W_ • L F 12 C 1~ .h_ e. ­ T 8 R �V jj_% 3'111 �� V ❑ I R SA-fto E] E] IRV _0 Cl -W U 0 119k V Af q%A III v - - __ - - F. '. � * I - 0 IN, OWN -Now -EXEMEW a -ENE-* comm-wo ORMMENNO omamom-* ammom=* GESEENEI 4111MOMMI GEEWWEXI IN00000000 q98.2q INV, 246 39 W/ "=moomI wwwwaw~ "NOI MEMMMM MUME111" -OMMONOW qemmmmm" MEOW\ 8 O t #F I� r �s` ' 4 1 9 46 19 JOIN ROOF DRAIN ro 0 20 n 'IR N sw PVC ST GE�'0 IN 007 PT "S E cfs• 1001.47 LA Q 98-45 INV 998.97NV 6' 16 16' PLANS Ab- 0.22 cfs • 10011.91, TT 16-00 LF 99 INV 22 cfs. C 1 .8 PVC 19000 LF C1. nt. 000 //q P V(; Fr 1 00 6 0.75 cfs .LF, S-0.0074 2 998,53 INV °' 0.22 cfs ot 0 0 Q� cfs 9.30 LP 264-58 LF \0 998.83 INV ` 5;121 Pyc 21 PVC V I 6 P I 16 8--0.00506 S=0.0050 0. 49 c fs, 0.26 cfs 04 1.68 LF 990,tQ7 INV P 1 VICo P 30.24 LF S=0 0050 r ; 28.00 LP 21 oe 2 0.13 es 6", PVC 41 PVC 998,58 INV E-I S-0.005 S-0.0050 40"Nomme IN � � ��� .... ,..... 0.18 cfs7,24 LF 998-59 INV 1 998.71 INV P Vr- ff- IT(TOF JOIN ROOF S=0.0050 WR IN DRAIN 0.09 efs 47-13 LP .......... 1001.47 TO IIIIIIIIII ;­­: IIIV4 4' P Vc---- 998,97 INV 0 -0-0050 0.18 cfs 0.13 cfs co 998,82 INV JOIN ROO a 0 1- � L t 10 Underground Service Alert ENGINEER. # PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: Call: TOLL FREE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF 1-800 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO �� EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE MARKHAM DEVELOPMENT MANAGEMENT GROUP, INC. (I r-OMTPArTnp IS WnHiprn TO TAKE ALL PPFr.AHT1nK1ARY MFAqHRFq TO 2Z I - L 0 U U PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 41635 Enterprise Circle No - Suite B NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION Temecula, California 92590 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. TWO WORKING DAYS BEFORE YOU DIG (909)296-3466 TEL - (909)296-3416 FAX CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: SCALE 3'I I.O`I SM /1\ REM4VE0 C/STERN .4 SlORM SFi�IOR I LE I&IPA4 63: IN TEMECULA, AT THE NORTHWEST qA_ Contractor RFV1.19D SrORM PRAIN. CORNER OF MAIN ST. AND FRONT ST. AT florizontal THE FORMER FIRST NATIONAL BANK BUILDING, VERTICALLY IN THE CONCRETE AS SHOWN No. 31920 III8pector WALL AT THE EAST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE FIRST Exp. 12/31/04 Date Completed CONCRETE STEP, A BRASS DISC STAMPED Vertical jj�I!11 "IV I "J 03". ELEV. 1005.651 NIA OF GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 inch - 10 Pt. Designed By Drawn Dy Checked By SLM SLM BWL These Plans Were Prepared Under The Supervision Of: F Date 2'�'�! BRUCE W. LyOlf R.C.E. No. 31920 Expires: 12-31-04 CONSTRUCTION NOTES INSTALL 4* PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL 21 INSTALL 6* PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL INSTALL 80 PVC STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL INSTALL 12' RCP STORM DRAIN OR EQUIVALENT WITH ENGINEERS APPROVAL e. J11i INSTALL 8" x 180" CONCRETE DROP INLET WITH BICYCLE SAFE TRAFFIC GRATE INSTALL 12* x 12" CONCRETE DROP INLET WITH BICYCLE SAFE TRAFFIC GRATE IQ 0111CIA11 ZWOUIOMMU 1111111C 01AWAX12 CMADATAII 1IT4111LEo 41WRIVILKIVII MUM INWITME.11 %;t.1rrU1n1V11_ Nor U5949 CONSTRUCT PIPE CONNECTION TO EXISTING INLET PER DETAIL SHEET 4 .4 r% P OP09ED ,OD NCE EXIST GROUND SECTION A -- I 3.50 O O V.4 P-4 FF=l002.6 EXIST �PVMT SECfION P/L EXIST FF=1002.5 I PVMT s�crtoN C 3 le0o, �D03--31OGR Recommended By:- Date*CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS our, d.�&d DRAINAGE PLAN Accepted BY: Date: 4LZ FOR: F W MR. RONALD J. PARKS, R.C.E. PA03-0300 DEPUTY DIRECTOR OF PUBLIC WORKS ............ . POR. LOT 8, LOTS 9-11, HLQ�I�28, R.C.E. NO, 18744 Expires: 09-30-05 SAN DIEGU COUNTY MAP BOOK 16, PA:G9 728 Sheet 3 of 4