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HomeMy WebLinkAbout456-1 g �p GRADING NOTES: PRECISE GRADING PLAN ��� 5� T� 1.ALL WORK SHALL N DONE IN ACCORDANCE NS THE ACITYSOP LANE OF THE ORDINANCES IX HA AND 3. 15 9L 9� 9L AND APPLICABLE STANDARDS AND SPECIFlCATERS AND LATEST EDITION OF THE U.B.C.,APPENDIX CHAPTER 33. pti 74 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY FOR ry OPERATION 3 THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES AND U.S.A.ALERT(1-BOO-422-4133) �.y_ 48 HE CO PRIER TO GRADING N E A` R ® L 0 " PORAT � ON `F` 74 4.THE CONTRACTION STALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS \ p� 5.DUST SHALL BE CONTROLLED BY ERWATERING THAN NCR OTHER AL TO 1 APPROVED UNLESS THE CITY ENGINEER COUNTY OF RIVERSIDE CITY OF LAKE ELSINORE / 6.CUT SIRES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED,AND 7 SHALL BE SHOWN ON THE PLAN NOTICE TO CONTRACTOR PRIOR TO CONSTRUCTION 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL A �� BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE BEFORE PROCEEDING WITH THIS WORK,THE CONTRACTOR SHALL CAREFULLY CHECK AND lr� VERIFY ALL CONDITIONS,QUANTITIES,DIMENSIONS,AND SURFACE GRADE ELEVATIONS, 8.FILLS SHALL BE COMPACTED THROUCHOUT TO A MINIMUM COMPACTION OF 90%RELATIVE TO THE MAXIMUM DRY UTILITY CONNECTION ELEVATIONS AND LOCATIONS AND SHALL REPORT ALL DISCREPANCIES �j- DENSITY AS DETERMINED BY THE MODIFIED FIVE LATER AS PER THE ASTM STANDARD 01557-78 TEST METHOD TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 0l I 9.FILL AREAS SHALL BE CLEANED R ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE GRADING UNAUTHORIZED CHANGES k USES: THE ENGINEER PREPARING THESE PLANS WILL 5 L -- INSPECTOR AND APPROVED SOBS TESTING AGENCY PRIOR TO THE PLACING OF FILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO,DELETIONS _ 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF ROUND IS FROM OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE PRESENTED APPROVED BY THE SOILS ENGINEER IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE ENGINEER OF RECORD IN WRITING. T / �� z 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2•PER FOOT FOR A �A•' MINIMUM R 3',THEN 1R(MINIMUM)TO FLOWUNE R EARTH SWALE - 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1E IF CUT OR FILL SLOPE IS LESS THAN 10',AND ZR IF WT OR TILL IS CHEATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED PRIVATE ENGINEER'S NOTES TO CONTRACTOR ` ' _ - "�cI A N E Y r.S��.E,�L_---____\ - 1N7 SITE " A MINIMUM OF 2'FROM THE TOP R CUT OR FILL SLOPES \ _ - - S 13.PROVIDE 5'WDE BY V HIGH BERM R EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH z z i 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP R CUT SLOPES 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS -___ MAP STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE _ n\ \� _ N41.4!'08 -, 5 ---- - - - - \_ 85-- VICINITY M(yP s i 15.NO OBSTRUCTION R FLOOD PLAINS R NATURAL WATER COURSE SHALL BE PERMITTED AVAILABLE RECORDS,TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING -Hari ' \ \ ___ _ - - UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED NOT TO SCALE 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY LINES SHOWN ~ \ \ \ L --- T REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS) OF EXPANSIVE CHARACTERISTICS THE SOIL ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND ` \ --- -- -- RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR NOT f\ \\ \ - I `\`^`GE�c` r 17.RARING CRTIFlCATER BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPENT BY A SOILS HIGHERHIGHERSHOWN ON THESE DRAWINGS. SHALE BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS \ \ \\ \ - '1 11 I 1 I 11 OWNER / GRADING PLAN LEGEND 1B.THE SOILS ENGNEERNG INVESTIGATION DATED MARCH 20,20DD.PREPARED BY"THE SOILS COMPANY SHALL BE 2.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY \ \\ N L JJj ! 1 I I 14L DEVELOPER --� BOUNDARY UNE CONSIDERED PART OF THIS GRADING PLAN FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, j j - NEAR-CAL DEVELOPMENT _ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL \ �'v� N I ENTERILINE 19.A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CRTIFlCATIN OF BUILDING PAD EEVATION. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT \ U ! LAKE CENTRAL AVE.BUILDING"A" EDGE Ono GUTTER WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ETEVATION(PATH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE CITY,THE OWNER,AND LAKE ELSINORE,CA.92530 EDGE R PAVEMENT IF AN ELEVATION WITH RESPECT TO ADJACENT ROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN \\ I __ PHONE: (909)245-5400 RETAWINC WALL ADJACENT GROUND SHALL BE GIVEN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR \ I SRRN WALL LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. \ \ \\\\ I 1 I l 1 DIRECTION R FLOW 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DEINEATED IN THE FIELD PRIOR TO COMMRCEMRT OF ANY CONSTRUCTION/ F` \\\ ', ,1 ( ! I W ! _I I A SOILS ENGINEER. -100- EXISTING GROUND CONTOUR GRADING DRAINAGE SWALE y T.H.E.SOILS CO. TOP OF SLOPE 21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 STALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING \ \ \ \\ P g)T I I � 31705 CENTRAL ST.SUITE A 21 SLOPE RATIO AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 36 IN VERTICAL HEIGHT WILDOMTOE OF SLOPE 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT ESTIMATED EARTHWORK QUANTITIES ` \ \`\\, , j I I I _ PHONE:AR, 9)- 78-9 0.9X PROPOSED GRADE 1\ \ \ 1 II. _I PHONE: (909)678-9669 23.IF STEEP SOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE GEARED,KEYED,AND BENCHED INTO CUT: 5500 CU. YDS. FILL: 650 CU. YDS. \ \\ \ \\ 1 1 L ---- (0.9" EXISTING GRADE FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO \\� \ \ \ ----I UTILITIES PROPOSED FIRE HYDRANT PLACEMENT R FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BY KEYED AND BENCHED NOTE: \ �-E 35i A. EXISTING FIRE HYDRANT 24.THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTER IN THE FOLLOWING STAGES THE QUANTITIES SHOWN ABOVE ARE FOR PERMIT AND/OR BONDING o, -- -- -- -- ELECTRIC: N13'42' PURPOSES ONLY. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE V1'- '1% \ \ - SOUTHERN CALIFORNIA EDISON A UPON COMPLETION OF CLEARING AND DURING EXCAVATOR AND BEFORE BAR FILL OF ALUVIAL COLLUMAL AND TERRACED FOR VERIFICATION PRIOR TO THE START OF GRADING AND ACCOUNT FOR '. 1 \` 70 ---� 26100 MENEFEE ROAD AREAS AND ANY SUBSTRUCTURE DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO \, __ ROMOLAND, CA 92380 B.DURING All ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND RILING OPERATIONS �Q \ t I (909)928-8252 D.DURING WHEN AN Y UNUSUAL SLIM GRADING BUTTRESS AND CARE ENCOUNTERED AND FILTER RSATERTR BRING SITE TO DESIGN GRADE. ,\ 1 i) COND DUR GAS: SOUTHERN CALIFORNIA GAS COMPANY 25.EROSION CONTROL All GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS R ANOTHER P.O. BOX 3003 APPROVED ROUND COVER.SLOPES OVER 15'IN VERTICAL HOGHT,N ADDITION TO GROUND COVER,SHALL BE PLANTED �\\\\ j 1 \f,\�� I II REDLAPIDS.CA 92373-0306 1NTi APPROVED TREES SNUBS R COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTERS TREES,20• \\\\\ 1 f plY 1 1 -_I (909)335-7828 n R CENTER,COMBINATIONS 15'ON CENTERS.SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATOR SYSTEMS N1Ti BACK FLOW PREVENTION DEVICES PER U.P.C. \ I I d CONSTRUCTION NOTES AND QUANTITY ESTIMATES �, \\\. 1 I - WATER/SEWER: m g 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING '\ :�\` 1 1 1 1 I 1 II ELSINORE VALLEY MUNICIPAL WATER DISTRICT o PROPERTIES ER LAKE ELSINORE. CA 92530 , 27.APPROVED EROSION PREVDJTATVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND O1 PLACE 3"A.0 PAVING OVER OVER 5.4'CLASS II AGGREGATE BASE(PARKING AREAS) 18,312 S.F. (909)674-3124 SHALL BE IN PUCE AT THE END R EACH DAYS WORK J_M1 - 1 i I Q2 PLACE 4.6'A.C.PAVING OVER 11.3'CLASS II AGGREGATE BASE(DRIVE THRU AREAS) 37,923 SE \\ \ \1.,'` I g 28.ALL WORK SHALL CONFORM TO THE qtt AND STATE CONSTRUCTERS SAFETY ENDERS O CONSTRUCT TYPE D 6'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 775 LF. '•,1\ \\•\'`, I 1-' S& !I TELEPHONE: .\ \• N43'42'32'E 296.31' VERIZON TELEPHONE COMPANY 29.THE LOCATIONS AND PROTECTION FOR ALL UTUTIES IS THE RESPONSBUTY R THE PERMITTEE 4 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STD.NO.200 745 LF. 120 EAST THIRD STREETV o O \ \\ 1 PERRIS,CA 92570-2188 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES Q5 CONSTRUCT 3'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 4 762 LF. `\\ \ ---70_-- (909)657-7612 s; 31.SANITARY fAGLITES SHALL BE MAINTAINED R THE SITE FROM BEGINNING TO COMPLETER OF GRADING OPERATION © CONSTRUCT 3'VADE CONCRETE CHANNEL PER DETAIL ON SHEET 4 19 LF. \ \\ --• _ __ \ Ht3 •E 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATOR FAgUTIES STALL BE ABLF- PROVIDED FOR ALL SLOPES IN EXCESS OF 3 O7 INSTALL UNDERWALK DRAIN PER RIVERSIDE COUNTY STD.NO.303 1 EA )\\ \': / - 9 CMEpIA ONE CABLE FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ® INSTALL WHEELSTOP 27 EA. ) j 1 I \ 425 S.CORONA AVENUE ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTOR b ` 70 CORONA, CA 91719 \ CONSTRUCT 6'HIGH PARTIALLY RETAINING C.M.U.GARDEN WALL PER DETAIL ON SHEET 5 273 LF. I \ °��\ \•, \ '\ i 68 ( (909)270-3415 33.NY CONTRACTOR PERFORMING WORK ER THIS PRaECT SHALL FAMNARIZE HIMSELF IN RWTHEC THE SITE AND BE SOLELY ! \ \ 1,E. i S RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY R INDIRECTLY FROM HIS OPERATIONS, lO CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS 4 EA. \�\ \ \\ ` r\f 1 WHETHER OR NOT SUCH FACIUTES ARE SHOWN ON THESE PLANS 11 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 106 LF. \ \ \ \\ `` __ _ �PrN r 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE 12 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.N0.207 1 EA APPROVAL 13 CONSTRUCT 6'TO 0'CURB TRANSITION PER DETAIL ON SHEET 4 8 EA \ '1, - �-� -��-�---, \ 69 EROSION CONTROL NOTES. 35.APPROXIMATE DATE OR BEGINNING OPERATION:ARRIL.2002 h \ GOMPLEIIR: ARIL.2003 14 CONSTRUCT 4'THICK P.C.C.CONCRETE 400 S.F. `75 s 74 73 iz 71 70 I IN CASE OF EMERGENCY,CALL RICHARD MOORE AT 714-753-9087(24-HOUR PHONE NUMBER) 36.NO ROCK OROTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION CHEATER THAN J'WILL BE PLACED IN FILLS 15 CONSTRUCT TYPE D 8'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 72 LF. \ \ , I \ \ 1 WITHIN ROADBED AREAS OR3'R FINISH GRADES,UNLESS THE LOCATIONS,MATERIALS,AND DISPOSAL METHODS ARE 16 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 3 EA. \ ) I THE UNDERSIGNED ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT SPECIFICALLY APPROVED BY THE SOILS ENGINEER '', Mr �� WORK IS IN ACCORDANCE WITH THE APPROVED PLANS 37.THE ENGINEER MUST SET GRADE STARES FORALL DRAINAGE DEVICES D OBTAIN INSPECTOR CONSTRUCT 6"CONCRETE U-CHANNEL PER DETAIL ON SHEET 4 15 LF.BEFORE APPROVAL 18 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 2 EA. : \ �f �-� .�� �= RUDY E.NUNEZ R.C.E.N0.55955 EXP.12 31 04 DATE 38 GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT 19 OMIT BLOCKS IN PA WALL FOR DRAINAGE PER DETAIL ON SHEET 4 - --_ N43 42 E, _' �,nD---N43 41 u- 373.73=____ __ __-- A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON,OCTOBER 15,THROUGH APRIL 15.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND __- =-__ -_- __ STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES R TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 5 EROSION CONTROL DEVICES SHALL NOT BE MOVED R MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER T � ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END R EACH A $ WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 40 PERCENT SHEET INDEX ABBREVIATIONS INDEX MAP SHEET NO. DESCRIPTION Bw Baac of wauc HP HIGH POINT (U�1) 84// y /� OZ SCALE: 1'=40' AFTER A RAINSTORM,ALL ANY GRADED SLOPE SURFAILT AND DEBRIS SHALL BE CE PROTECTIONS MEASURESEMOVED FROM DA AGED DURINGGK BERMS AND A RAINSTORM SHALL VIALS ALSO I ' 1 TITLE SHEET EG EXISTING GROUND INV INVERT IMMEDIATELY REPAIRED 2 PRECISE GRADING PLAN EP EDGE R PAVEMENT PAD PAD ELEVATION i 3 PRECISE GRADING PLAN FF FINISH FLOOR TB TOP OF AC BERM "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OFSLOPE AT THE CONCLUSION OF 4 DETAIL SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE EACH WORKING DAY 5 WALL PLAN AND PROFILE PG FINISH GRADE TC TOP R CURB LAWS, AND A PERMIT CAN BE ISSUED." 6 EROSION CONTROL PLAN FL FLOW LINE IT TOP OF FOOTING 7 HORIZONTAL CONTROL PLAN '®;^ THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SIZE TO PREVENT PUBLIC TRESPASS INTO FS FINISH SURFACE TW TOP OF WALL yUdJl..w.�. of 2 J-0 L. AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS GB GRADE BREAK RAY DONNELL, CITY ENGINEER ONCE#26603 CONDITION UNDERGROUND SERVICE ALERT ®- BENCH MARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS E engineering-planning-surveying CITY OF LAKE ELSINORE SHEET IN THE COUNTY OF RIVERSIDE, CALIFORNIA ° AT THE INTERSECTION OF OiATEY STREET AND A PORTION OF LOTS 1 AND 3 IN BLOCK 89 OF HEALD'S THE CENTERLINE!)F OIANEY STREET(N43'44'08')AS SHOWN ON •N 1485 SPRUCE STREET,SUITE H CALL: TOLL FREE e RIVERSIDE,CA 92507 - MINTHORN STREET,AT THE SW'LY CORNER OF THE RESLBDIVISIR OF THE CITY OF ELSINORE,E,AS SHOWN RECORD OF SURVEY,FILED IN BOOK 91,PAGES 1 THRU 3, RECORDS INTEIRSECTION,38.5'NW OF THE CENTERLINE OF BY MAP ON FILE IN BOOK 8 PACT 378 OF MAPS, OF RIVERSIDE COUNTY,CALIFORNIA. i PHONE: 909.342.0036 PRECISE GRADING PLANS 1-800-227-2600 CHANEY STREET,2.0'SE OF A STREET LAMP RECORDS OF SAN DIEGO COUNTY,CALIFORNIA, NO,C55955 FAX: 909.342.0268 FOR OF 7 SHTS. POST, 8.5' SE OF PP/2357956E,SW'LY OF A DESCRIBED AS A WHOLE. °� Exp.12/31/04 NEAR-CAL CORPORATION FIRE HYDRANT, A CHISELED SOUAFE IN THE TOP J? CIVIL 3 3 - FILE N0. CF GARB. MARK REVISIONS APPR. DATE g71'Q�Qt,LIF The Cornerstone Group R.C.E. NLI 2 EXP. ,2/3i/oa TITLE SHEET 39ss TWO WORKING DAYS BEFORE YOU DIG A-93-17 12/95 ELEV. 1273.77 DESIGNED BY: D.K.B. DRAWN BY: D.K.B. CHECKED BY: R.E.N. �A 1,a 2. COMMERCIAL PROJECT#2001-02 NAME:T:\3999\Dwg\D,.dmg\3999GP01.Ewg DAIS:APR 01,2002 TIME.1.05 PM