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HomeMy WebLinkAbout621-1-5 GRADING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND ;ti�' � AND APPLICABLE STANDARDS AND SPECIFICATIONS AND LATEST EDITION OF THE U.B.C., APPENDIX CHAPTER 33. SHALL BE IN PLACE AT THE END OF EACH DAYS WORK P A S S A E A T E E T 1; 7; 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE,PRIOR TO ANY 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTIONS SAFETY ORDERS ����qq ggg BBB ppp r OPERATION l M �!E K E 11 29. THE LOCATIONS AND PROTECTION FOR ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE 3.THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES AND U.S.A.ALERT(1-800-422-4133) BUS7 48 HOURS PRIOR TO GRADING 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION FOR ` y� GRADING OPERATIONS Qs, S�CLP �ti`� 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 (� �{ �®� I O O 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH !tr` [rl{V'VF{ ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION ' ~ 0 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND 8 Z SHALL BE SHOWN ON THE PLAN 33. ANY BE SOLELY RESPONSBLETFOR ANY DAMAGE TO EXIISTING FFIACIUTI SC RESULTING DSHALLIRECTLYHIMSELF OR DIRECTLY FROM HWITH THE SITE I OPERATIONS, CITY OF LADE ELSINORE, STATE OF CALIFORNIA 7. ALL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS VICINITY MAP BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SHEET INDEX NOT TO SCALE m m SURFACE 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE 8. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM COMPACTION OF 90%RELATIVE TO THE MAXIMUM DRY APPROVAL " OWNER / DEVELOPER ABBREVIATIONS a SHEET NO. DESCRIPTION DENSITY AS DETERMINED BY THE MODIFIED FIVE LAYER AS PER THE ASTM STANDARD D1557-78 TEST METHOD 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 5-1-04 NEAR-CAL DEVELOPMENT 1 TITLE SHEET BVC BEGIN VERTICAL CURVE H- HEIGHT OF RETAINING COMPLETION: 12-1-04 512 CHANEY ST. 2 GRADING PLAN BW BACK OF WALK HP HIGH POINT 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING LAKE ELSINORE, CA. 92530 3 GRADNG PLAN EG EXISTING GROUND IE INVERT ELEVATION INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3" WILL BE PLACED IN FILLS PHONE: (909)245-5400 4 GRADING PLAN FP EDGE PAVEMENT UP LOW POINT WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, UNLESS THE LOCATIONS, MATERIALS, AND DISPOSAL METHODS ARE 5 EROSION CONTROL PLAN EVC END VERTICAL CURVE MVC MIDDLE VERTICAL CURVE 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO ALL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS SPECIFICALLY APPROVED BY THE SOILS ENGINEER SOILS ENGINEER: OWNER: LJGH FF FINISH FLOOR PAD PAD ELEVATION APPROVED BY THE SOILS ENGINEER FG FINISH GRADE TB TOP OF AC BERM 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL T.H.E. SOILS CO., INC - - qHFFT 4 -(- FL FLOW LINE TC TOP OF CURB 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A 41548 EASTMAN DRIVE FS FINISH SURFACE TD TOP OF DRAIN MINIMUM OF 3', THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE 37. GRADING PLANS WILL NOT BE APPROVED UNTf,_ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT MURRIETA, CA 92562 GB GRADE BREAK TF TOP OF FOOTING 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', AND THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE PHONE: (909) 894-2121 I I ( GARAGE FINISH FLOOR TW TOP OF WALL _ 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PRIVATE ENGINEER'S NOTES TO CONTRACTOR A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES CIVIL ENGINEER: -t NPDES PERMIT NUMBER: DATE PERMIT ISSUED: - - - 13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH MADISON ENGINEERING 4 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS 109 N. MAPLE STREET, SUITE C I II I OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE CORONA, CA 92880 q 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES 833C327129 APRIL 22, 2004 AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING PHONE: (909) 736-3056 -- I I' UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSE SHALL BE PERMITTED �1 TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY LINES SHOWN UTILITIES I �� I I ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND o 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS w RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR NOT 5 O REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL EROSION CONTROL NOTES: ELECTRIC: o I �d z SHOWN ON THESE DRAWINGS. G IN CASE OF EMERGENCY,CALL RICHARD MOORE AT 714-753-9087(24-HOUR PHONE NUMBER) SOUTHERN CALIFORNIA EDISON 1 -- I I -- 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY m Z 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER 26100 MENIFEE ROAD o '� SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS THE UNDERSIGNED CIVIL ENGINEER WILL RENEW PLACEMENT OF EROSION CONTROL AND INSURE THAT ROMOLAND, CA 92380 w 1 I I 8 yl FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Z W CO A WITH THE APPROVED PLANS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL (909}928-8252 18.THE GEOTECHNICAL REPORT PREPARED BY T.H.E.SOILS CO.DATED SEPIEMBER 25,2000, TITLED"PRELIMINARY iE� a..lr�_ o I I APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT FI GEOTECHNICAL INVESTIGATION"SHALL BE CONSIDERED PART OF THIS GRADING PLAN PATRICK D. CRASK R.C.E. NO. C56501 EXP. 06 30 05 DATE �' THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND fn 03 GAS: I I THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AR.ALLEGED, IN 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATIN OF BUILDING PAD ELEVATION. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SOUTHERN CALIFORNIA I CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. SEASON,OCTOBER 15,THROUGH APRIL 15.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND GAS COMPANY - LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER.OR THE ENGINEER. s IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR P.O. BOX 3003 - - ADJACENT GROUND SHALL BE GIVEN TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT REDLANDS,CA 92373-0306 (909)335-7828 - -_ - - - - NOTICE TO CONTRACTOR PRIOR TO CONSTRUCTION 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/ EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY - PASADENA STRI GRADING ENGINEER WATER/SEWER: _ _ _ _ _ _ BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND ELSINORE VALLEY MUNICIPAL VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND SURFACE GRADE ELEVATIONS, 21.STABILITY CALCULATIONS NTH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WATER DISTRICT INDEX MAP OWNER: FCI CONSTRUCTORS INC UTILITY CONNECTION ELEVATIONS AND LOCATIONS AND SHALL REPORT ALL AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT WORKING DAY EN THE FIVE DAY RAIN PROBABIUTY FORECAST EXCEEDS 40 PERCENT 31315 CHANEY STREET ` DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WH LAKE ELSINORE,CA 92530 SCALE i'=150' UNAUTHORIZED CHANGES&USES: THE ENGINEER PREPARING THESE PLANS WILL 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILIING BASINS. (909)674-3124 NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES T0, DELETIONS 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH ALL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE FROM OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE PRESENTED IMMEDIATELY REPAIRED TELEPHONE: IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO GENERAL TELEPHONE COMPANY ENGINEER OF RECORD IN WRITING. PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BY KEYED AND BENCHED ALL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF 120 EAST THIRD STREET EACH WORKING DAY PERRIS, CA 92570-2188 CONSTRUCTION NOTES QTY, ESTIMATE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: (909) 657-7612 THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO (D CONST. TYPED 6" CURB ONLY PER RIVERSIDE COUNTY STD. N0. 204. 6,075 LF A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS z CONST. 3'WIDE V-GUTTER PER DETAIL ON SHEET 2. 3,595 LF AREAS AND ANY SUBSTRUC:IIRE CONDITION CABLE: a PLACE 3" A.0 PAVING OVER OVER 5.4" CLASS II A(IGREGATE BASE(PARKING AREAS). 40,850 SF B. DURING ALL ROUGH GRA"'ING AND OPERATIONS INCLUDING PRE-COMPACTION,'s0ICHING AND FILLING OPERATIONS GRADING PLAN LEGEND MEDIA ONE CABLE a PLACE 4.6" A.C. PAVING OVER 11.3"CLASS II AGGF.EGATE BASE(DRIVE THRU AREAS). 99,950 SF F` C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL 425 S. CORONA AVENUE � -O D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION CORONA, CA 91719 s CONST. TRASH ENCLOSURE PER ARCHITECTURAL PLAN. - m 6 > ESTIMATED EARTHWORK QUANTITIES PAD=99.0 PAD ELEVATION I CONST. CURB RAMP 1 PER DETAIL ON SHEET 2. 8 EA (909) 270-3415 � n 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER CUT. 30 CU. YDS. FILL-- 29,610 CU. YDS. PROPOSED ELEVATION CONST. DECORATIVE CONCRETE PAVING PER ARCHITECTURAL PLAN. 1,475 SF z APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED l INSTALL HAND RAMP AND RAILING PER ADA REQUIREMENTS. 2,910 SF WITH APPROVED TREES,SHRUBS, OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREES,20' NOTE: EXISTING ELEVATION CONST. CURB RAMP 2 PER DETAIL ON SHEET 2. 6 EA a ? ; Z ON CENTER; COMBINATIONS,15'ON CENTERS. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION THE QUANTITIES SHOWN ABOVE ARE FOR PERMIT AND/OR BONDING PURPOSES C ONLY. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 0.3x PROPOSED GRADE CONST. TYPE A-6 6"CURB&GUTTER PER RIVERSIDE COUNTY STD. N0. 200 165 LF a SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER U.P.C. m w PRIOR TO THE START OF GRADING AND ACCOUNT FOR DISTRIBUTING ANY n CONST. 4" PCC SIDEWALK. 9,485 SF € m 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SITE TO DESIGN CONCRETE 12 CONST. 8"CPP STORM DRAIN. 186 LF PROPERTIES DURING THE GRADING PROJECT GRADE. -Tao- PROPOSED CONTOUR @ CONST. 12"CPP STORM DRAIN. 310 LF "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TA CONST. 18" CPP STORM DRAIN. 238 LF APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, '--100-- EXISTING CONTOUR O SOILS ENGINEERS CERTIFICATE: 1a AND'A PERMIT CAN BE ISSUED." ® FINISH FLOOR 6"HIGHER CONST. 24"CPP STORM DRAIN. 173 LF UNDERGROUND SERVICE ALERT THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED is THAN FINISHED SURFACE CONST. 24"RCP(2000D) STORM DRAIN. 28 LF AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS 1 CONST. 36"X36"PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA a CALL TOLL FREE AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL (DEEPENED FOOTING REWIRED) +a O a CONST. 24"X24"PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA 1_800_227-210 RECONNAISAN EPORT P AIRED FOR THIS DEVELOPMENT. OS/ o SCREEN/RETAINING WALL to CONST. 18"X18"PRECAST CATCH BASIN PER JENSON PRODUCTS. 5 EA �7 (PER SEPARATE PERMIT) AT LEAST TWO WORKING CONST.CDS MODEL PMSU20-25-6 1 EA o DAYS,BEFORE YOU DIG. SIGN TU RCE N0. DATE PARKING AREAS z1 CONST.6'HIGH SCREEN/RETAINING WALL PER SEPARATE PERMIT. zz CONST.TYPE A PIPE CULVERT HEADWALL&WINGWALLS PER 1 EA SIGNATURE RCE NO. DATE 0 DRIVE THRU AREAS O CALTRANS STD D90&DETAIL SHT 4. _ __ NPDES WDID s33ca2n29 REVISIONS PREPARED UNDER THE SUPERVISION OF: SCALE LEGAL DESCRIPTION: BASIS OF BEARINGS: cK D. �� 4-IS - ® 0 CITY OF LAKE. ELSINORE SHEET THE LAND REFERRED TO HMM IS SITUATED a THE CITY of LAKE aSAOK THE BASIS OF BEARINGS FOR THIS MAP IS THE �� cq I IN THE COUNTY OF RIVERSIDE, CALIFORNIA , ? =NTY of MVER40E; STATE OF CAUrawia AND IS DESCRIBED AS FOLLOWS K 9 DATE: CIVIL ENGINEERING/LAND SURVEYING NORTHWESTERLY RIGHT Of WAY LINE OF THE r s PATRICK D. CRASK DATE 1 a LDrizoFwGOMNxr9rm+ANOEwoTssv�wscwoFLOTSBArm "Q 1 2-3-04 CORONA 92880 GRADING TITLE SHEET s,MOCK it,EL9NCR&AS SWW BY MAP ON FRE W ROW 4.GAGE 241 FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD OF No. C056501 R.C.E. C56501 EXP. 6-30-05 ro09)T36ao5s r9os»as-�fo+POLY of MARS SAN DIEGO COUNTY RECORDS SURVEY 91/29-36 RECORDS OF RIVERSIDE FOR OF 5 SHTS. ExCFrm✓c DIEREFRav DrasE DEEDS TO rNE cauNrr FLODO ccwTRa.AND WATER T CITY OF LAKE ELSINORE BENCHMARK DATE: 12/95 ELEV: 1274.91 COUNTY, S ATE OF CALIFORNIA. BEING NORTH 43' E■D.os-ao osTHE APPROXIMATE PASADENA STREET BUSINESS PARK- PHASE II EET FILE NO. Ca06,11,ROV A,311 DESCRIBED 11 LOlS JON6T&604051E 604062A, 'r �. Q C¢�i��oa. NORTHWESTERLY ALONG COLLIEREAND N45 FEET SOUTHWESTERLY TO OF COWER AVENUE AND THIRD SOUTHERLYFEND OF PASADENA STREET INDUSTRIAL, CEP,., _ 601CK1F.3175fA,31751 L1V DEEDS RECOROm ON FEBRUARY FROM 14,1993 AS 43' 46"EAST. CIVIL 3 MSTRUMENr NOS 70612 7062;70614 AND 70515 OF OF1aAL RECORDS OF MARK REVISIONS APPR4BYPC o ` KEN SEUMALO, CITY ENGINEER DATE pp RIMMOE ODNTY.CAUFORM.L DESIGNED BY: CH DRAWN BY: CH CHECKED ° e R.C.E. 56915 EXP. 6-30-05 HEAD WALL AT CHANNEL PARCEL MAP NO. 31963 --- - g� g o w K:\ME0139\dwg\0139GRADING-TS.dwg 4/14/2004 1:42:11 PM PST �7 / �q 6r H/OyHe. Srn%7yi //4K G/7�4fP/I b ✓✓FS �r.�0�7G CI ' --_ CRANE SMEEr -- SEE 7WET IMPROVEMENT PLANS FOR OFF, /MFR0VMENTS_ - --- -�--'- N044-`06'E 659.35' (659.30') 1- O S \ AFL260.53 F ( - . � FL281.77 .9W261,2 BW261 .e s 56+ �. 11 26244 I 65.1 V FS252.43 263.07FS -_- N43'44'06"E' 282 133.62' 129.71' zo 30 4o z a ._y 115.94 ( y�^ 263 1 .1 dS Fa 263.82 264.82 FS 11 _-_- 263.29 FS E (IN FEET) it M ,'• 1 _- .. _.,:. - ,. - - _ _ a __ 11 264.77 FS 39 FS \ -1 INCH=20 FEET 8 < FS 263.92 264 .- I z mm26 =� e (IrGJ rIN i ei. In Muni. °i ^ z a I fn 09 I P"� tl TC264.40 rk i �. f- o cn 3.BS - c FS263.86 - ED W m m 264.DD P A F�/C E L 3 GRADING PLAN LEGEND s ` PARCEL 2 4 -- I f -ta9- PROPOSED CONTOUR e mpPARCEL 1 F5283. n o m 63.79 PARCEL 4 I 1 / I ° nFS262'69PAD=99.o PAD ELEVATION ---voG -- EXISTING CONTOUR ro �. / I TC263.19 I m N V'r7 9 .� I1 # FF-264.00 m o I 11 I 3 W t PROPOSED ELEVATION - 8 I M T 64.2 8 I �� -- \ PARKING AREAS -... 4 i FS28 4s oN..� m FS F,F=265.00 , ;-..°1 a tR7 EXISTING ELEVATION - I1 �I m PAD=263.58 Z PAD=264.58 2 �� DRIVE AISLE AREAS -� 1 o z FF=265.00 ,, 0.9x I m I u FF=264.00 I � N- - I m � W PROPOSED GRADE `.� PAD=263.58 I N 1 I PAD=264.58 i T�z6296 T 4 t�r� CONCRETE I "uV 1 ; 2 3 I - J I- I FS262.48 FS262.49 1 1 !` 2 I t T 5.43 qq. I T �°�5%- ® FINISH FLOOR 6" HIGHER 1 �. a$ v j I Fsz6 s \ g4. Lf Ail -- THAN FINISHED SURFACE j� f � - 4` I 3 a 1 Fs2s4.7s - � - 0 4 �:I. a .N I (DEEPENED FOOTING REQUIRED) S43'44'06"W M f 2 3'q��� N Ic W SCREEN/RETAINING WALL rn a rn 32.89 I I �! 1' ^c 1 FL263.46 FS263.S Fszsasi 5 s ~ a`4° 2fi467 i �� Fs26 as.. Z (PER SEPARATE PERMIT). a in iTC ,1 TC265.24 W n -. ( "- F5264.77 F5264.74 c� \ m J I 1 C 63.93 (u L 61 --t------- S .43 I is% sx I --=------ R G Ion I .1__ I 264 4 .67 C. 3S 83.47 I 5263.35 c .85 26.7 FS 64.37 1 FS263.3 I N CONSTRUCTION NOTES QTY. ESTIMATE N TC2 4.29 r 264.68 11 :• FS 67 1 - a < AT� /� > r N. FS263.28 r s FS263.1 TC263:08 C263. TC264.07 FS263:79 TG a:o7 _ _ ° Qi CONST.TYPED 6"CURB ONLY PER RIVERSIDE COUNTY 6,075 LF M A 1 FS263. Lri FS263.26 FS263.18 F526312 O8 5263.12 FS263.57 ' , �� FS26. 264.18 0.5% ([h 1 \.J��' NLV 25.9.08 ��'-"' 2 1tA3%. FL 264.30 1. 3 ~m a STD.N0.204. - i `. - --- - - �• /rn ,o TC 62. 2 CONST.3'WIDE V-GUTTER PER DETAIL HEREON. 3,595 LF � Z II + -- FS262.49 �3 PLACE 3'A.0 PAVING OVER OVER 5.4"CLASS II AGGREGATE BASE 40,850 SF C (;) r, R J a 100.72' 263 S43'44'O6C2e3.43 :T \ 2.72 138 LF 12"CPP-- -- Fl.264 F5264.92 1 2 U g h tt m r c s4.1 i osoq TCzsa.1 4cisa.i7 cz64. 4 4.Or j 1 j (PARKING AREAS). - h I. FS26 Fs 62.93 ._. Fszs so :\ FS 63s Fszs 68• a Fs sa.za u rt -r Fszs4.a5 I . I / (H)PLACE 4.6"A.C.PAVING OVER 11.3'CLASS 11 AGGREGATE BASE 99,950 SF 7 ,92: TC 4.87 -_I 3.92 13 m ati m _ Fs zsa.7 N �+ m (DRIVE THRU AREAS). D z' 3 f z 6 s CONST.TRASH ENCLOSURE PER ARCHITECTURAL PLAN. \ 315 it TC 4.2 F- `O N I cis --__ ,6 FS264.37 � 8 / - N LL w �' -�s z ez Fs 3.1z z, Fs s. Fs 4.az 4 a.1 / N N 6 CONST.CURB RAMP 1 PER DETAIL HEREON. 8 EA 5- ---------------- ------------------- �\---------- em.. nNT 26t.6 .a FS s3so `° N JA 7 CONST.DECORATIVE CONCRETE PAVING PER ARCHITECTURAL PLAN. 1,475 SF 6-3 rn� cmiN 5 m ni 1 F 14 & m° 0 f I m 2s m H F a J�(�{) m e F z s u w o a INSTALL HANDICAP RAMP AND RAIL PER ADA REQUIREMENTS. 2,910 SF 5 9 l 5) r 5 cv 263.9 LL '-LJ F'i '2i 633. ,c e m I o FS263.45 TC 64.33 S43'42 36"W y ---- - 42' 6 w _ �� a CONSL CURB RAMP 2 PER DETAIL ON HEREON. fi EA 10 CONST.TYPE A-6 6"CURB&GUTTER PER RIVE 165 LF FS263.83 T 64 "'^ -T55'f8` TC 65. 5 C -.68 TC264.38 -`� __lT 264.21 115.94 C2 4 rC 63.9 F5263.5 63.80 g TC 8 -"..61i O RIVERSIDE COUNTY T T FS264.82 SCl 2 5 4 26S�26i GB F5264.75 FS .18 GB F5263.88 FS263.95 - 6 3.30 FS26 - w w a 64.99 °� _� 6A r rFL259.74 o u H x FL 26305 0.5% STD.NO.200. 20.5% � 0�y972 Lr 18"Cp74 0'GF . i.i- _ - ®o ssr a� A a 11 CONST.4'PCC SIDEWALK 9,485 SF - -- - -- - _--- rn < - - a - FL zs z 12 CONST.8"CPP STORM DRAIN. 186 LF rn u1 FL 264.50 L 2.4" FL 264-0 26 " a 0 1n FL263.85 V FL 263.40 FL 263.59 3 07 h n m ce c, cel �/ wvzsa.3a f �IP 1.3% `�`J r icB zN A a CONST.18'CPP STORM DRAIN. 238 LF 4 TC26.O6 40% Q'" .31' m <r 2 m O NST.12"CPP STORM DRAIN. 310 LF 0 4.56 .c p i46^9 FS2 c� p -rn O"CF F526.40 r-`2' �61 ? O// N 18 CONST.24"CPP STORM DRAIN. 173 LF III I � +^ � / ll J I -- m is CONST.24"RCP(2000D)STORM DRAIN. 28 LF Ijll 2 i .t 6 4 20% n CONST.36'X36"PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA mm 1 Q �� CONST.24'X24'PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA �0'0" y �� is CONST.18'X18"PRECAST CATCH BASIN PER JENSON PRODUCTS. 5 EA _T "' " I ti PARCEL 9 �� �� PARCEL 8 „I FS m N N I 20 CONST CDS MODEL PMSU20-25_6. 1 EA p QO z1 CONST.6'HIGH SCREEN/RETAINING WALL PER SEPARATE PERMIT. - ii Ih _ s 3 O�� Ink, f 12 Fsz za 0 zx 22 CONST.TYPE A PIPE CULVERT HEADWALL&WINGWALLS PER 1 EA A O ^7 N FF=265.00 m �, -- -- CALTRANS STD D90&DETAIL SHT 4. D �, I r FF=264.00 ® bow e MATCH LINE-SEE SHEET 3 0'CURB V ASPHALT m g G Z EXISTING 6"CF. 0 C.F. &;6� F. C R/W 0"C.F. 0"CURB 6'CURB CURB 20' 4-,,14 BAR 12"GROOVING i DDO 11' 27' 3 27' 11' AS SHOWN m HANDICAP RAMP 010' 6'C.F. ASPHALT W W/HAND RAIL AC PAVING 3/6'UP 0'C.F. LANDSCAPING 4' CLR. CUR. 6"CURB N3¢ LANDSCAPING s t2.5i 3' 6.50' :...,..,.:i r LANDSCAPE 6" CURB ° 6' 66' UNDERGROUND SERVICE ALERT 2%FF=1264.00 FF=1264.00 3' WIDE FF=1265.00 J..•1 BATTER �f y 6,33% y SIDEWALK 5' SIDEWALK , V-GUTTER 2% 07 ©P7/ONAL NI+. MAX PCC i. q 1 i CALL TOLL FREE 7 � vivid ,° ��� PLEASE CONSULT WITH SOILS REPORT FOR COMPACTION SIDEWALK g 1-800-2Z7-Z600 AND BASE REQUIREMENTS UNDER V-GUTTER IF ANY. 5' LANDSCAPING - ' AT LEAST TWO WORKING DAYS,BEFORE YOU DIG. Y-G�'ER ASPHALT SEC77ONA-A SECTION B-B CURB RAMP 2 N. CURB RAMP 1 g N-TT N.T.S. N.T.S. \\ a N.T.S a LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS PREPARED UNDERTHE SUPERVISION OF: SCALE: 3 n1ELANOREFERREO ronLRERIIS5RDA1mIN UAFaTr�LAREELSFIar[ THE BASIS OF BEARINGS FOR THIS MAP IS THE \CK D. ,('�/� 1"=20' ® - CITY OF LAKE ELSINORE SHEET Ca/N7Y OF R/YERAOE: STATE CAl/FORNlA,ANB IS DESCRIBED E"FOLLOMS .�R cR I M� - , - -- - IN THE COUNTY OF RIVERSIDE, CAUFORNIA 5 LOT 12 OF RIWRSm;w9TATE AND AaWrSL#WA suAW IS O OF LDIs B AID NORTHWESTERLY RIGHT OF WAY LINE OF THE c 's PATRICK D. CRASK DATE DATE: CIVIL ENGINEERING/LAND SURVEYING 2 � 9.BLOCK'A,ELS/Nat&AS SWIM BY MAP ON FILE IN BOOK 4.PAGE 241 FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD OF a � R.C.E. C56501 EXP. 6-30-05 2-3-04 09N.MAPLESn1EET SUREC,COflONACA926B0 GRADING PLAN 6a1 4`MAPS SAN DEW COUNTY RECORDS. SURVEY 91/29-36 RECORDS OF RIVERSIDE No. C056501 (80B)7------�so9/7s63ro1 Fax FOR OF 5 SHTS. ExcEPnNc 1NBeErTroM iNOSE DEE05 m PIE mOvrr rtocD ccwlRa AND wA- COUNTY, STATE OF CALIFORNIA. BEING NORTH 43' * CITY OF LAKE ELSINORE BENCHMARK DATE: 12/95 ELEV. 1274.91 CONSERVAWN DISRNCT DESCRIBED AS LOTS 304O62B,6040=6M062A, Exp.06-30-OS PASADENA STREET BUSINESS PARK- PHASE 11 601062F.J1751A,AIM ON DEEDS RECORDED ON FEBRUARY 24.1993 AS 43' 46"EAST. . FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND THIRD STREET 45 FEET pASADENA STREET INDUSTRIAL, CLP FllF NO. 3 aysmUMENTNOS 7062Z 7062.1:70624 AND 7W25 Of OFFICIAL RECORDS OF MARK REVISIONS APPR. DATE ' CIVIL Q NORTHWESTERLY ALONG COLLIER AND 45 FEET SOUTHWESTERLY TO THE SOUTHERLY END OF 9 RnmsoE aauNrrcauFaewA DESIGNED BY: CH DRAWN BY: CH CHECKED BY: PC DP Ef R.C.EKEN . EXP 6-30-05 DATE -- FF cA1 HEAD WALL AT CHANNEL g PARCEL MAP NO. 31963 o p K:\ME0139\dwg\0139grGding.dwg 4/7/2004 4:30:03 PM PST 6 3J k MATCH LINE- SEE SHEET 2 I I^I o 21.26' t•i�uR as% �N • I m l t a � IIo m N III N �• 11 3'43 46E V I I s a N4 U I IZ62.06 III FL26 43 4.4 FS 2620 11 I N 30 40 Fs s.e Fszs3.ae 3a - .s - s r ,. n ------------------------ -- ---264--- ------ - -- �� P 3 25R 14 rn o, 8 m T TC 62.79 C --- i FS261 ,. I h 8 n o y FS26.99 1 FS 62411 1 FS 62.29 !9; 28.32 1 ? K FS 81.65 T5261.12 1 FS 6 43 2 N f (IN FEET) z O I o TC 6280 '/ 6 r 3 I 3 TC 2 F t ® ..rn i INCH=20 FEET D cmi N I _ 3 _ 3 FS261.45 LL �4 8 7 CF C s.aR F ,s g z III - - TC262.50 -1 z o TC2 :OS TC2 3. 1 - -- z •. I t F5262.55 Ao fS262 i � i< FS262.30 T =!I 2 97 III 0.44 .'� F 262.35 1, \ -_-_ 262 L261.80zs2. /1 N43'43'46'E 06 FSzs2.o2 L261.3,00 m 2 FL261.G9 I a fs2si.as Fszst.a 2 2610 F12si.o8 r v t719 �,INV25 2 26.67 a C W :i FL262.47 120.00' .Do38 41.6z F126o.ss FLzso.7o t "� Flz 2 . at FL6' m \ • 2 I .+ TC 263.1t FS262.86- TC26328ri TC 263.31 TC 263.24 ,\TC263.10,0 viN F5262.44. 2.84 4 > TC 262.57 9 8245 o T 262.28 °p C26202 TC261.93 4 °i M FS 26234 '° vi TC 262'atGB , FS 261.78 ~ FS 261.52 FS 261.43 1 < FS26o. 6 IIo TC26,4 GRADING PLAN LEGEND o� FS 262.6, 'FS2 2.78 t0 4 ( TS262.60 m�_ __ t FS261.95 F5261.91 , _- _ N &R - , 1 _100- PROPOSED CONTOUR $ .� ,. 263 MM m a • e 10 T 49 TA263.03 n 11 K N m F5267. 4 - ".-. s o� -� 2 Mri MM 'M \ M s Ge 6Tczszs 2 N I I J ,J a.3 C PAD=99.D PAD ELEVATION N "r FL261.51 I � 1O2 m� mM I nN ? sa.00 ---mo--- EXISTING CONTOUR • gym„ 6 mm mm I FS^62.26 s j m I LL 263.of6' s- rc 7 PROPOSED ELEVATION I 8 m - a 4 �' m r- IT: (i emu". 64.51 4-- � t 4 3.64 I --___- - 47 N S2 626 n �LL k ----- Pszs. $ I , e I' � O PARKING AREAS II ' a7 I o 2 EXISTING ELEVATION I I � }�•-. II I I � s --r. r ----- -;. I � I LL :,-a�Rt__��<:_•. ----- �S / 2z � ' ,z� DRIVE AISLE AREAS a. a z H I - m I N W 0.0 PROPOSED GRADE H p I" t1 264 ` I t1 26a.72 M n n Fs 9 j N u y Z N t 263 'I �_ CONCRETE j H W� _ - L \ N N N N 4.oa r N m I N r cF a W ® FINISH FLOOR 6"HIGHER I � (� $ Pp a 264 4 �-9 Fs s rWr^^ THAN FINISHED SURFACE III Q N \� 70 gl l 4 ad ' N vLL N mM- -'/' I iJ ( ) \ ~ m DEEPENED FOOTING REQUIRED i rn mm ti u� 26t.6e e III N I rn - m I O ro I ® SCREEN/RETAINING WALL 4 2 4, o I 70.13 I W (PER SEPARATE PERMIT) 0 1 PARCEL 10 �' 5� 5 N - 'o=�Q �Im m 1 i LAI 4 -260- V H p O _ , ,wiz% % 1 4.5 f1.2% I Q ry j,pg TC265.07 �� O D T 264 91 285.21 ' 6a' D PARCEL 1 3 2 fszs4s7 m mm .a vim-' I K. _.-- - �. FS2 4.04 q m I FF=265.00 m' "� 4` N CONSTRUCTION NOTES M. ESTIMATE g PAD=264.58 -yT 3s ( U - I 1.64 = N FL 264. I FS28. N. m z - Q, CONST TYPE D 6"CURB ONLY PER RIVERSIDE COUNTY 6,075 LF - m --- - 4 " STD.NO.204. Z L - PARCEL 11 I PARCEL 12 I 2 .9, Fs264.24 m FF=264.00 _ - - --- o N - <e. e $ (2)CONST.3'WIDE V-GUTTER PER DETAIL HEREON. 3,595 LF 1.2% m 21 PAD 2 6 3.5 8 ___- o_ N Q PLACE 3'A.0 PAVNG OVER OVER 5.e CLASS II AGGREGATE BASE 40,850 SF 5 M m N \ n W .,`- LL (PARKING AREAS). m H _ a - • mm T 261.6 QPLACE 4.6'A.C.PAVING OVER 11.3'CLASS II AGGREGATE BASE 99,950 SF N \ 2t TC s F�„ ro - 1261.a DRIVE THRU AREAS). s -I�------ n .00 FS264.80 FF=265.00 , �N W , ,.2 N A 2 =FF 265 00 W I I Sp% ,� ( T------ 4 a m - r -- - - - m ° asz N Q CONST.TRASH ENCLOSURE PER ARCHITECTURAL PLAN. PAD=264..5�_ - PAD=��4.58-201 E M o s0 CONST.CURB RAMP 1 PER DETAIL HEREON. 8 EA III o n 3 % t2 n� i m N N TC264.99 q 13 2 FL260.8 N Q Q CONST.DECORATIVE CONCRETE PAVING PER ARCHITECTURAL PLAN. 1,475 SF 4 4 s EL90w G z6o.o31 N Q INSTALL.HANDICAP RAMP AND RAIL PER ADA REQUIREMENTS. 2,910 SF I I 4.85 FS264. z o x FSz 4.85 a - 34 vz5s, QCONST.CURB RAMP 2 PER DETAIL ON HEREON. - 6 EA o 1 p% FS263.9 T .-- -iC 6.37 -- � 261 16 N 137 LF a°c - 135- t o CONST.TYPE A-6 6"CURB&GUTTER PER RIVERSIDE COUNTY 165 LF m h ( �at9 TG 26 0- v ® W FS 64:23 79 12 ,0 FL264.28 L264.45- v .. ®01J _ j. r 0.58'-r� 8 2.iR •` - 4 3 1.6% r.� N 0.S FL --:izSo Nvzsasa �®� sn - -__-- _ 1 CONST.04?PCC SIDEWALK 9,485 SF a 1. FS FS - - - -12 00 - - - 96.00r - - - - - s o - - - - - - _- -- z CONST.8"CPP STORM DRAIN. 186 LF LL ---- - 22 5'ELBO I\ -�- --- _ -- �6� ------ -- ------- --- ----------__ -- Fssso. - ;----- 13 CONST.12'CPP STORM DRAIN. 310 LF I > ------ ---- � � -----� ---- -u4vt - 2"�__ o, ---- -- -- -------- ------------- --------------- -- -- ---------------------------- -- -_--- _- _ -- to CONST.18'CPP STORM DRAIN. 238 LF - _-----_-- -------------------- -- -- ---� a � --- ------ --_--_------;--- --- --- - -------- ------------------ ---------® - - ------ a CONST.24"CPP STORM DRAIN. 173 LF 157 20 260 - - ______ ________ __ --- O SEErowy :.: .•>- ------ ------ ------------------------- ----------- ----------------------------ts--- ------ 16 CONST.24'RCP(2000D)STORM DRAIN. 28 LF ------ r----------------- --- -------------------_-_-_-_-_-_-_-_-_-_--_-_-_-_-_----_ ------ _________________ os ___ 7 CONST 36'X36"PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA 18 CONST 24"X24'PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA C L 3RD ST. CHANNEL 22 i9 CONST 18"X18"PRECAST CATCH BASIN PER JENSON PRODUCTS. 5 EA _ - Q CONST CDS MODEL PM 015 6 -- --- - ----------- IRLI-------------- -- -- ----------- --- ---------------------------- s (. TT" - `I__4�.•.._•,::•._- _-�' .-' - -�--1---� _______ --------- -- -- -- ___�.:_ 21 CONST 6'HIGH SCREEN/RETAINING WALL PER SEPARATE PERMIT. - 5 _ o WORK WITHIN R.C.F.C.D. z2 CONST.TYPE A PIPE CULVERT HEADWALL&WINGWALLS PER 1 EA a 8 D R/W PER ENCROACHMENT CALTRANS STD 090&DETAIL SHT 4. SCREEN WAL PERMIT # 3-0-0175-2745 N PERMIT� A EXISTING RETAINING WALL P/L PER SEPARATE EXISTING RETAINING WALL EXISTING PERMIT P/L PER SEPARATE PA rco n 12.50' 3' 28.50' 22.00' 26.00' 3' 17.50' 19.88' 3' 11.62' 18 00' PERMIT 16.00' x RIVERSIDE COUNTY 18.0T RIVERSIDE Cp�NTY a 6" CURB LANDSCAPE FLOOD CONTROL FLOOD CONTROL s 3' WIDE T CHANNEL PROP CHANNEL 3' NADE 2227 FF=1264.00 FF=1265.00 V- UTTER RIVERSIDE COUNTY I ; FF=1265.00 PC&GRO ., FF=1265.00 UNDERGROUND SERVICE ALERT 1. 1.3� FLOOD CONTROL t1.5% V-GUTTER t1• X , t2.0% gel t2.0% 1.2% �i� �% 1.2% FF=1264.00 CHANNEL 5.1� T CALL TOLL FREE /i�1 � \ 1-800-227-2600 AT LEAST TWO WORKING > DAYS,BEFORE YOU DIG. SECTION C-C SECTION D-D SECTION F-F SECTION G-G SECTION H-H yv - N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 25 LEGAL DESCRIPTION: BASIS OF BEARINGS: REMSIONS PREPARED UNDERTHE SUPERVISION OF: SCALE: ® 8 = CITY OF LAKE ELSINORE SHEET 1"=20' 9 7NE LAND REIMMED TO NEREM 15 SITUATED M 1NE OTT OF LAKE ELSiNORE; THE BASIS OF BEARINGS FOR THIS MAP IS THE - ��C,K 0•,^,p 1 Q-1 - IN THE COUNTY OF RIVERSIDE, CALIFORNIA COAfTY OF RIYERSTOE; STATE OF CAUFORMA.AND IS OESt]t/Bm AS FOLLOMS NORTHWESTERLY RIGHT OF WAY LINE OF THE 9d+ PATRICK D. CRASK DATE DATE: CIVIL ENGINEERING I LAND SURVEYING n C LOT T$OF OOOOMM,MW TTEN ANB ELIOTY SUBWWSION OF LOTS 6 A m Q j IN N.MAPLE STREET,SUITE D CORONA CA 92880 3 9,BLOCK"A',EIS &AS SROMN BY MAP ON FIE M BOW(A PAGE 241 FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD OF R.C.E. C56501 EXP. 6-30-05 2-3-04 GRADING PLAN OF MAPS,SAN WEL:O OOIAV Y RECORDS. NO. C056501 (80B)T863058(909JTB63,O1 FA% �n SURVEY 91 29-36 RECORDS OF RIVERSIDE FOR OF 5 SHTS. EWEPTMO TNEREFROM,TTOSE DEEDS TO THE COUNTY FLOOD COVMa AND WAAM? T CITY OF LAKE ELSINORE BENCHMARK DATE: 12/95 ELEV: 1274.91 CONSERVATION D15NCI DESMIED AS L073 JOa062a 6040Z 60"21, COUNTY, STATE OF CALIFORNIA. BEING NORTH 43' EXP.o6-30-Os PASADENA STREET BUSINESS PARK-PHASE II eo4oezr.3175TA.3T752 ON DEEDS RECORDED ON fEBRUARY 24 1993 AS 43'46" EAST. Q / FROM THE APPROXIMATE INTERSECTION OF COWER AVENUE AND THIRD STREET 45 FEET M57RUMENTNDs 7o62a 70624 70624 AND 70625 OF OFFICIAL RECOPOS O 'r a nL o- NORTHWESTERLY ALONG COWER AND 45 FEET SOUTHWESTERLY TO THE SOUTHERLY END OF PASADENA STREET INDUSTRIAL CLP FILE NO. a R/IoMVE 001MITYCAUFURArA MARK REVISIONS APPR. DATE OP CAL" KEN SEUMALO, CITY ENGINEER DATE HEAD WALL AT CHANNEL qq DESIGNED BY: CH DRAWN BY: CH CHECKED BY: PC R.C.E. 56915 EXP.6-30-05 PARCEL MAP NO. 31963 -- ' t� K:\ME0139\dwg\0139grading.dwg 4/14/2004 1:43:05 PM PST 5u _ ONimin8 ONIlSIX�\\\ o W 11 \ L X \ / \\ I 0 30 40 T13 \ // 1 I I LL.I ' I e N46'16'28"W 563.21' (N46'I6.16'W 563.20') _ // 1� IN FEET) f -- _ _ / _ __ - - ---_�w- - -a�_� 1 INCH 20 FEETa O //133.12' m n H n 89.94' 100.00' n I / m 00.00, 100.OR' - m N rn < M a ; E N n �E I g � d LL z z c, iN � c: � DI0 �W 26 2 -— m1 NeNLLlry o� V '^ � o� � GRA DING PLAN LEGENDo� O O O Oi 00 W c� N o� r PAD=ss.o PAD ELEVATION LLJ N N O N C-) Nu O CN W cfl N PROPOSED ELEVATIONi-n- C-) NU/ u N I I LL I I Li. 0I II EXISTING ELEVATION TC264.3Q 2Q Q C 64.35 Q I LL-Q 1 F5263.62'L ap% I Q - F 263.85 N (Z w _ F 26. 5 Q w Q L.L. PROPOSED GRADE I m LL ° v \ SiZ'f9ZS! mm m 263som mm ® CONCRETE63 FINISH FLOO R 6"HIGHER C264. 64 zi55 THAN FINISHED SURFACE (DEEPENED FOOTING REQUIRED) � _ N N N SCREEN/RETAINING WALL l I rY1 --- -- - 8 zF _ \ i^I n h +� (PER SEPARATE PERMIT) -fuo n I = I 6 3.72 \ - - PROPOSED f I z oo EXISTING CO OTOUOR R 26348 NRPARKING AREAS26 4Ll 629 •H � 1TC263.32 63.89 FS28 49 o FS2 1.54 N q •'+ �`+ yH'0 FS262.8 = DRIVE AISLE AREAS MATCH LINE- SEE SHEET 2 MATCH LINE-SEE SHEET 3 � 8 CONSTRUCTION NOTES DIY. ESTIMATE g z + CONST.TYPE D 6'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204. 6,075 LF C z CONST.S WIDE V-GUTTER PER DETAIL ON SHEET 2. 3,595 LF m EXISTING EXISTING 3 PLACE 3'A.0 PAMNG OVER OVER 5.4"CLASS II AGGREGATE BASE 40,850 SF - - 9 D P/L P/L RETAINING WALL (PARKING AREAS). PER SEPARATE 12.50' 3 34.00' 30.00' 3' 13.50' EXISTING PERMIT QPLACE 4.6'A.C.PAMNG OVER 11.3"CLASS II AGGREGATE BASE 99,950 SF SCREEN (DRIVE 7HRU AREAS). ggCREEN W&p WALL s CONST.TRASH ENCLOSURE PER ARCHITECTURAL PLAN. P EPARATE s CONST.CURB RAMP 1 PER DETAIL ON SHEET 2. 8 EA 3' WIDE PERMS 11 I 7 CONST.DECORATIVE CONCRETE PAMNG PER ARCHITECTURAL PLAN. 1,475 SF I I FF=1263.25 O V-GU % 1.6 aw" 264.00 0.5% MAX 0.5% 4.95' a INSTALL HANDICAP RAMP AND RAIL PER ADA REQUIREMENTS. 2,910 SF / //iEX. CURB a CONST.CURB RAMP 2 PER DETAIL ON SHEET 2. 6 EA '' \\/ CONST.TYPE A-6 6"CURB&GUTTER PER RIVERSIDE COUNTY STD.NO.200. 165 LF ++ CONST.4'PCC SIDEWALK. 9,485 SF +2 SECTION E-E SECTION I-1 SECTION J-J OCONST.8'CPP STORM DRAIN. 186 LF � N.T.S. NT.s. N.T.S. @ CONST.12"CPP STORM DRAIN. 310 LF u CONST.18"CPP STORM DRAIN. 238 LF +s CONST.24'CPP STORM DRAIN. 173 LF +6 CONST.24'RCP(2000D)STORM DRAIN. 28 LF +7 CONST.36'X36"PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA R/W t6 CONST.24X24'PRECAST CATCH BASIN PER JENSON PRODUCTS. 2 EA +s CONST.18'X18'PRECAST CATCH BASIN PER JENSON PRODUCTS. 5 EA zo CONST.CDS MODEL PMSU20-25_6. 1 EA o GROUT/N PLACE I C S UNIT GROUT/N PUCE z+ CONST.6'HIGH SCREEN/RETAINING WALL PER SEPARATE PERMIT. - 8 RIP-RAP W//3 BACKING E+GSTNG GRADE-- R/P-RAP W/jJ BACKING OVER&TER FABRIC —------E 60' OVER F7L MR FABRIC i INVERT OF PROPOSED e W QCONST.TYPE A PIPE CULVERT HEADWALL&1MNGWALLS PER 1 EA _ B$' Y CALTRANS STD D90&DETAIL SHT 4. `I D"0 RCP PIPETOE F � 3 � � z 13 -_ .. B C aFFlrOFWALL HEADWALL PLAN VIEW A 03 HEADWALL—SECTION AA—AA �EP CUTOFF WALL " s UNDERGROUND SERVICE ALERT HEADWALL FRONT ELEVATION-- ECTION BB—BB CALL TOLL FREE 1-800-227-2WO AT LEAST TWO WORKING DAYS,BEFORE YOU DIG. LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS , PRE^PA�UND�E.R ATHE SUPERVISION OF: SCALE: SHEET 3 INE LAW R&MWEDTOHV?EWLTS7UA7EDN THE CITY OF LAKE ELSNM- THE BASS OF BEARINGS FOR THIS MAP IS THE ,GK D. ' �C. _ 1"=20' s 0 CITY OF LAKE ELSINORE C COUNTY or mm?= STA7E OF CAUNRN/A AND IS DESCRBED AS FOLORS .��` qy 4-1 - - - IN THE COUNTY OF RIVERSIDE, CAUFORNIA L� LOT I$OF GOODWM Wrmv AND aLIOFS 91BOMSOY OF L075 a AND NORTHWESTERLY RIGHT OF WAY LINE OF THE e m PATRICK D. CRASK DATE DATE: CML ENGINEERING/LAND SURVEYING 9,KOCK-A,ELSINME AS SfONN BY MAP ON FILE N BOOK 4,FACE 241 FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD OF a 109 N.MAP.E STREET,SUITE C,CORONA CA 92880 4 R.C.E. C56501 EXP. 2-3-04 GRADING °`MAPS sA„aEco COUNTY REcaws SURVEY 91/29-36 RECORDS OF RIVERSIDE No. C056501 7909/7361056 Leo9IT3ea1D1 FAX FOR OF 5 SHTS. EXCEP7ING THEREFROM THOSE DEEDS To 7NE COUNTY FLOOID CO n?`L AND"A"? COUNTY, STATE OF CALIFORNIA. BEING NORTH 43' E os-30-05 CITY OF LAKE ELSINORE BENCHMARK DATE: 12/95 ELEV: 1274.91 CLWSERYARON DISTRICT DESCRIBED AS LOTS 30I062%601062E 604062A „ "D' FROM THE APPROXIMATE INTERSECTION OF COWER AVENUE AND THIRD STREET 45 FEET PASADENA STREET BUSINESS PARK- PHASE II 601062F,31151A 31752 ON DEEDS RECORDED ON FFBRUARY 24,1193 AS 43'46"EAST. �i-Q•4�aO / PASADENA STREET INDUSTRIAL, CLP 3 NsmUMEN7Nos.70622.70624 70624 AND 70625 a'OFF7=RECORDS a MARK REVISIONS APR. DATE ° CIVIL p` ��"� NORTHWESTERLY ALONG COWER AND 45 FEET SOUTHWESTERLY TO THE SOUTHERLY END OF FILE NO. Rnms�cow/TvcAUFOeWA DESIGNED BY: CH DRAWN BY: CH CHECKED BY: PC Or CAc+F RECr1Es 56915 E IT 1ENGINEE DATE HEAD WALL AT CHANNEL PARCEL MAP N0. 31963 K:\ME0139\dwg\0139grading.dwg 4/14/2004 1:43:05 PM PST F p k I -- -- -- -- -- 1 LOT „A„ -- 1 -- -- -- 1 -- -- -- \v a 6 I L ' ' PARCEL 2 ' PARCEL 3 I PARCEL 5 PARCEL 1 PARCEL 4 I FF=263.25 - O FF=264.00 FF=265.00 �+ PAD=263.58 PAD=264.58 PAD=262.83 tl5 D FF=264.00 FF=265.00 PAD=263.58 PAD=264.58 z cT 0 40' so' ^6 i ra z - x C 1 ` SC ALE INFEET I �^ 2 INCH-40 FEET {{ m T T "4 m E i 1 U U T \ z I $ EROSION CONTROL NOTES: W s '� �\ 1.IN CASE OF EMERGENCY,CALL CARL JOHNSON (949)245-5400(24-HOUR TELEPHONE). 2 a 2.A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIME -- I DURING THE RAINY SEASON(OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS I PARCEL 6 SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 4 5 - \ FF=264.00 3.ER09ON CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN '?, PAD=263.58 APPROVED BY THE CITY INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO -- -- THE POINT WHERE THEY ARE NO LONGER REQUIRED. , 4.GRADED AREAS ADJACENT TO FILL SLOPED LOCATED AT THE SITE PERIMETER MUST 6 6 PARCEL 9 PARCEL 8 PARCEL 7 DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONSTRUCTION OF EACH WORKING DAY. 5.ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS FF=265.00 FF=264.00 FF=264.00 AFTER EACH RAINSTORM. - PAD=264.58 PAD=263.58 6, PAD=263.58 / \ 6.A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY & \71 J DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN ' 24 HOURS AFTER EACH RAINSTORM. z� 7.EXCEPT AS OTHERWISE APPROVED BY THE CITY INSPECTOR,ALL REMOVABLELF F PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY g y i OR ON WEEKENDS WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40% T B.ALL LOOSE SOIL AND DEBRIS,WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE ' o D _ PROPERTY,SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE GRADING o O \ EXISTING YARD 9.THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE E 3 s mi 2 _--- SITE IS LEFT TO THE DISCRETION OF THE CITY ENGINEER. e n 10.DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN CD e CONSTRUCTION NOTES: NOVEMBER 1 AND APRIL 15,WITHOUT THE APPROVAL OF THE CITY INSPECTOR. D PARCEL 14 11.EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT INSTALL ONE ROW OF GRAVEL BAGS(TWO BAGS HIGH) PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. r & -- -- FF=264.00 O-PROVIDE INLET PROTECTION PER DETAIL HEREON PARCEL 10 >( PAD=263.58 3�-PROVIDE STABEUZED CONSTRUCTION ENTRANCE PER DETAIL HEREON K PARCEL 13 PARCEL 15 I FF=265.00 ,� PROVIDE&INSTALL GRAVELBAGS AT DRIVEWAY PER DETAIL HEREON PAD=264.58 i I PARCEL 11 PARCEL 12 FF=264.00 FF=264.00 PAD=263.58 \ PAD=263.58 TOP OF GRATE FF=265.00i GRAVELBAGS -I -- PAD=264.58 I PAD=264.58 2 TIWO 1 HIGH(T)P) --�. zKc �A � � T1P.PLAN VIEWAT DROPINLET �\ 1 2' A-" s z g = - 60 z' a z A- 0.a(irFP) Z Irk R0 R-20 .j2. .i ESc4 CHECK DAM 4 , e° m nns s a) PROVIDE AN EXTRA ROW 8 OF GRAW28AGS FOR EVERY ROW OF GRAVELBAGS FILTER FABRIC n 3 GRAVECBAG'S HIGH. 1'10 3'COARSE UNDERGROUND SERVICE ALERT �/• a'e mo'O.C. AGGREGATE B' i HOGTIr-A - s CHECX DAM CALL TOLL FREE EXCEED3'OT 3TAB/LQED GOYUSTAUCTIOIV 3 1-800-227-2600 NB AT LEAST TWO WORKING 2 BAGS SIDE BY SIDE 5�, A A DAYS,-BEFORE YOU DIG. W/4.0 PVC PIPE M8 LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS PREPAROLILNICIER-�Z E SUPERVISION OF: SCALE ® B e ® - CITY OF LAKE ELSINORE SHEET °D tFIE LAND RF.FERRm ro MOM IS SITU Ao Atm TER•aTr DF LAW ELsrNORE THE BASIS OF BEARINGS FOR THIS MAP IS THE f�\CK 0.OR Q.-I�ocL 1"-�• -- ---- -- IN THE COUNTY OF RIVERSIDE, CALIFORNIA d COW rY of R/1ER90E STAIE OF QUOUR A ANO IS DESCRIBED AS FOLLOWR NORTHWESTERLY RIGHT OF WAY LINE OF THE + DATE: CIVIL ENGINEERING I LAND SURVEYING 5 LOT lz OF comMAA*NTMV AND EUTOYs SCW WSM OF L075 a AND L s PATRICK D. CRASK DATE 9,BLO A,aswaR&AS 9,&W BY MAP ON FAE IN BOOK 4,PACE 291 FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD OF Q t09 N.MAPLE STREET,SURE C,CORONA CA 92880 No. C056501 R.C.E. C56501 EXP. 6-30-05 2-3-04 9pg)8Bd066 808)T383101FA EROSION CONTROL PLAN of MAPS SW MESO C"rY RECOWS SURVEY 91/29-36 RECORDS OF RIVERSIDE FOR OF 5 SHTS. EXCFPTMG THEREFROM 1HOSE DEEDS TO THE COUNTY FLOOD CCWMOL AND WATER COUNTY, STATE OF CALIFORNIA. BEING NORTH 43' as-3o-os CITY OF LAKE ELSINORE BENCHMARK DATE: 12/95 ELEV. 1274.91 CONSERVADON g57R/CT DESCRIBED AS LOTS 3o4a2&6040BZC 609051A E"P' FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND THIRD STREET 45 FEET PASADENA STREET BUSINESS PARK- PHASE II 96, NSIRUF, T NOS 70622 7 2A 7 624 A ED ON 0625 OFMARr 24 ECO As 43'46" EAST. CIVIL Q �G ����� NORTHWESTERLY ALONG COLLIER AND 45 FEET SOUTHWESTERLY TO THE SOUTHERLY END OF PASADENA STREET INDUSTRIAL, CLP FILE NO. 3 wsmuMFNr Nos Tos2z Tasx TOBz+AND Taszs DFRCAL aECwvDS o MARK REVISIONS APPR. DATE a RIMMOECOUNTY.C4LfVRWA P COLT KEN SEUMALO, CITY ENGINEER DATE HEAD WALL AT CHANNEL qq DESIGNED BY: CH DRAWN BY: CH CHECKED BY: PC R.C.E. 56915 EXP. 6-30-05 PARCEL MAP NO. 31963 -- �t 0K:\MEO139\dwg\0139erosiomdwg 4/14/2004 1:43:47 PM PST - °5 5 31 k