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HomeMy WebLinkAboutLot 1-3, 23-25 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33, AS AMENDED BY ORDINANCE 93-04. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. PRECISE GRADING PLANS STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDBE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN AMINIMUM OF2' FROM THE TOP OF CUT OR FILL SLOPES. TRACT NO. 23371 -- 10 LOT NOS 1- 3 & 23 -- 25 PHASE 3 NORTHWIND BOOK"). 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT a PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 ' DEEP. �4�� TEMECULA ' WAY _ CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION ��c, TRACT N O, 2 3 3 71 11 PARK S 1 TE SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SITE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR Q F ao TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �s ��r s� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ' .3 � �'� �/� 111 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE -4O� 7 `- COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, CALIF s 59 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ti ALONG TOP OF CUT SLOPES. ORNIAJ '}�) ~� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 0pj, .� TIQE � THAT THE CONTRACTOR SHALL DEFEND• INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �q � � T�,Q 1J 31 r� _ � E OWNER AND CIVIL ENGINEER HARMLESS,WiOM ANY AND ALL THAN ONE FOOT. ,p0 'QGq y O 65 0,P, -� J7 Jr' �� .p LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE RANCH �t�. Q. �<v F,t'• Q. c)� "� PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF q� pp c� '�� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LE I GHTON & ASSOC. DATED 15 O �Q► 1�7 ,� 7� 7� 7 7 7 12� 1 .� JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION �, ^ �► a -� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPAIR DATED NOVEMBER 2, 1998 PROJECT #11960056-026 FOR TR NO. 23371-9&10 TEMECULA �� 2 7 „ �� � 1 7 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY AND DECEMBER 23, 1998 PROJECT # 11960056-031 FOR TR NO. 23371 -11 . TWO SETS N.T.S. `� 6 8 7 l 92-)3 �Jr A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING • Q' 71 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS `fes 2 8 7 11 �7 n` L NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE -� 9 6 9 11 7 � � � C) \0 95 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 6 r 1 lb 6 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 5 3 3 tA 9 7 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 17 4 9�� 1 MEADOWBROOK WAYDAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING _ 0, 8 2 3 PERMIT FINAL INSPECTION FOR EACH LOT. TRACT NO, 23371- 10 6 0c 19 2 �,, PHONE: (909 ) 694-6411 SITE 0 �� LEGEND 1101 5 y� 1 � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 4 TRAIT N 33 •-------------------�_ TOP OF- WALL -----------------_-_____--__--------------- ......................................... TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 13 0 INDEX MAP PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 7 2 -` 1 "=200' BOTTOM OF WALL -------------------------------------------------------------------------------- BW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE8 r,8 7 11 Q;�� TOP OF CURB ELEVATION ............................ ............. TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 6 Q ,, 4 5 4 0, 10 �, PAD ELEVATION ---------------------------------------------------------------------------------- PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 2 3 �/ P�' BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 3 I' �G� FINISHED FLOOR ELEVATION ................................... FF MATERIAL. 2 26 3 FINISHED GRADE ELEVATION ................................... .. .................... ....... FG 5 48 �,� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 6 10 9 1 -' HIGH POINT ---------------------------------------------------------------------------------------- HP THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL I 713 12 11 BERKSHIRE TOP SLOPE ---------------------------------------------------------------------------------------- TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 8 14 LANE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � 27 3O •,,•'`• ��L1~ �DUR�� FLOW LINE ________________________________________________________________________________________ FL 9 20 21 2 `� TOP OF GRATE ELEVATION -------------------------------------------------------------------- TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 10 19 2223 ZS GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD 21 4 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 11 1 1 18119 2 31 32 EXISTING ELEVATION ------------------------------------ ____--.-- (91.70) PROPERTIES. ------------------------- - - 12 18 27 33 FIRE HYDRANT LOCATION ------------------------------------------------------------------- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ' 1349 48 34 STREET LIGHT --------------------------------------------------------------------------------- 0-0 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 14 51 0 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 17 6 52 47 35 DIRECTION OF DRAINAGE FLOW _____________________________________________. ___�____.-____�_________ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 16 55 45 4 3 42 RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 15 54 53 41 40 36 © APPROXIMATE LOCATION OF ELECTRIC METER ------------------------------------------- 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 37 o z o w z z SEWER LATERAL LOCATION ------------------------------------------------------------------- D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE a CL W a ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 38 = w ►_- O WATER LATERAL AND WATER METER LOCATION ----------------------------------------- 0 VERTICAL HEIGHT. 3 9 ~ U_ ' W PL 3' MIN. =o ELECTRICAL TRANSFORMER -------------------------------------------------------------------- 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING j f a =30 5' MIN. a ori POWER LINE AND HANDHOLES ................................................................ D PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE '�' ? Ln0- ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN TRACT NO. 23371_9 5 8c� zO `' oW TELEPHONE SERVICE ____________________________________________________________________________ T❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE �'� TRACT NO . 23371 U_ 00 3 MIN. 1 '/• MIN• �- coo GRATE ----------------------------- --------_---__----- ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. r11 (' r I 21% MAX• AIR VALVE-----------------------------------------------------------------------------------•----- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 1A09I L r1WAE FARK 60 ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21� N• TELEVISION PLATFORM _________________________________________________________________________ SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 61GRADED BACKWATER VALVE MAX .............................................................................. ' SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION LOT FG. THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON GRADED 6'MIN.� AC LOCATION ..................................................................................... VE ' IN VER HELIGHT SHALL IHAVE OPERMANENNS, 15' OTNIRRIIGATION SYSTEMSTES. SLOESOWITH4BACKFLOWTICAL 63 LOT FG. GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 64 A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 6 NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTED WITHIN 0. 5 OF THE LOCATION SHOWN ON THESE PLANS. 6 IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION. OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE F 6-7 RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. BACK OF SDWLK ER LAN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 69 ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG PER PLAN --'�--- NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE z I PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W ,,, NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ' INDICATES LOT NUMBER 6 15 90 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. HP FF=100,0 FF=100.0 FF-100.0 INDICATES FINISHED FLOOR ELEV. CURB ,� PLAN PE=99.3 PE=99.3 - 2 PE-99.3 INDICATES PAD ELEV. 3 INDICATES BUILDING TYPE Fj PER LAN 12.0% z MAX ER PLANLI - -` MIN. 3' MIN. 17 MIN. ' � FG 0 LAN FG DEEPENED FOOTING E PLANAS REQUIRED. © 39V. Q UTILITY SERVICE POINT Ln M 10'MIN (TYP) RIGHT OF WAY DIG ALERTv v� TM TYPICAL LOT GRADING DETAIL CALL NOT TO SCALEEXIST. CURB AND GUTTER LD99-- 158 GR BEFORE N YOU DIG' 1--800-227--2600BUILDING FOOTPRINTS i►':�FJCK ENGINEERING COMPANY . � � ®"i 3050 Ch1COW Avenue NOT TO SCALE ®®EI UNDERGROUND SERVICE ALERT �' sate 100 Callat least 2 working days prior to excavating. ��a� Riverside. California 92507 (909) 762-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. ESS Designed by Drawn by Checked by SCALE � � RECOMMENDED Lin BY: • COUNTY OF RIVERSIDE B.M. T-29-81 PR CHE EH EH EMR DATE, Drawing No. M� c CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/21 BRASS DISK IN CONCRETE CYLINDER, Horizontal Plans Prepared Under Supervision Of Contractor IN THE N.W. CORNER OF THE INTERSECTION �' �n p OF RANCHO CALIFORNIA RD. WITH MARGARITA �- w NO. 46804 �o ACCEPTED BY: DATE; /pit RD. 1.0' EAST OF A 7.0',C.L. FENCE, 40' NORTH 1 =200 Exp.6-30-03 Data RONALD J. PARKS T:. PRECISE GRADING PLANS Inspector OF P.P. (NO NUMBER), 94 NORTH OF THE CENTER 40M LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TR N0. 23371" 10 LOTS 1-3&23-25 WITNESS POST 1.0 WEST OF MONUMENT. J� CIV%\. NQ' -- Date Cmplt'd N/A 4TF OF CA��F°�� R.C.E. No. 46804 6-30-03 _ ELEVAT I ONs 1128.410 (ADJ. 9-13-82) Expires R.C.E. No, 19744 Expires 9-30-01 ��'A•r >t N O R T H W I N D PHASE 3 Sheet 1 of 2 g:\d_13212\212PGD73.dgn PLOT DATE:07-SEP-199q JN 13212 LA SERENA WAY ' I T 1177.7 FG 1178.3 FG 1178.9 FG 0-5 IW 1180.0 FG EXIST RETAINING WALL 0 Cn r 1.8:1 SLOPE M 1.8:1 SLOPE N 1N zIZ U V d d w CC 49.09' 02.6 00.6 49' 45.00' 07.3 49.00' 06.8 45.00' 06.8 06,2 51.00' 06.2 05.8 45.40' 05.8 04.5 50.00' 04,5 02.6 N,, -------' FG 07.3 06.8 .._.8 06.8 .__� �_ �� - -J FG o FG C" FG _ _ FG FG i� 06.5 FG - FG L6. - FG FG FG FG _ _ - FG FG - - - ._,_ FG - A -- - No _ 0 N 05.5 °p '07,0 N HP � �n 04.2 02.3 99.3 LO a0 0 ,` r o HP HP ,-- , -• - -- _ -------- ' \ ►� r HP \ �, HP HP \ TF 5;a i9± ` 05.9 6 03.8 03,8 1 i 06.7 i �� i 06.2 I o HP o f 05.2 � i i 02.0 0 06.7 06.2 FL I O _ oo 05.2 FL FL FL 02.0 FL FL FL FL � - -- -� FL 05.6 04.3 FL � 4 5 0' 5.0' 06.2 16al 1 1 F L `� 5.4 FG I PE=1207.3 FL Z PE=1206.8 1 05.6 2 04.3 9 4 i 1200.0 _ 3 = i I PE=1205.8 3 PE=1202.6 F F-12 0 8.0 PE=1207.3 1 PE 1206.81 FF=1207.5 1 5.5 1 1 F G 1 1 1 FL 1 FL FF-1206.5 i PE=1204.5 FF=1203.3 5,0�FF=1208.0 i 6.0' FF=1207.5I 5«0' 1A 5,0' 1 5.0' 5'0' 1A o i i 1C 7.0' FF=1205.2 i , 1B 3CR PE=1206.2 3 g _ 6.0 - � 5.0 � � 01.6 O I o FF=1206.9 C> 2AR o FL 1 o 1 1 Q GF=1200.6 1 i GF=1206.2 i GF=1204.5 GF=1202.6 �? _ 1 = , 1 CSF'=1206.8 1 7.5 05.2 1 GF=1205.8 1 1 1 1 1 I 99.6 M GF 1207.3 05.7 1206.8 ' 04.6 ' 03.3 01.4 FL • 6 i 05.6 i FL i i i i I i 06 1 06.0 I FL ' I FL 05.5 i FL 04.5 FL 0 / i FL 01.3 i 99.3 TF FL FL 05.1 03.3 7 FL FL FL Ln N FL I V) F� . cn cn FL V) � ca v1 cn r v' cr1 vi `" c� 1 U- '-` (A ` `` `` `` L,- Il ao li L ` C.'� LL. 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N - L+• Q LL - 1� / LL Cp LA- N LL- L.� O N �. 4 /1 Lr1 O - d O L() •� Q' rrj LL7 cD C a , O N Lr1 �j Q u� r r N Lt7 LP 1 a) � n; Q 1 �• Q1 C' Q, O / M N O r n � a: O I+; ` B W � � � C rn r 07 0 O N O N r / N O O O p M N O rY1 O; / O r; M c_7 a; 06.1 05.6 r r 04.6 ` ' r C\jo 04 2 i `�' "' ''� o �-- BW �- FL ' FL 05.4 jITF I 02.2 �05.5 FL 04.6 I FL FL 00.1 00.3 06.0 E3 05.7 ' FL FL 04.3 02.2 ' FL FL FL 1 .. - FL FL 6.5' FL I GF=1207.2 i -1207.2 GF=1246.7 GF=1205.8 i I 5 5' • i GF=1201.4 5.5 GF=1205.3 i 5.0 � � i 5.5' i � I GF=1203.3 12 � 11 2 2 2 5.5' 24 5.5 13 PE=1203.3 PE=1201.4 PE=1207.7 PE=1207.2 i K=1206.7 5,0 I i 14 i PE=1205.3 = FF=1202.1 FF=1207.4 I PE=1205.8 I 6.0 FF 1204.0 i 5 FF=1208.4 FF=1207.9 I 23 � i 6.5 FF=1206.5 FF=1206.0 2RC � 3RA PE=1207.2 6.5 06.1 2C 06.1 5.0 25 04.7 2AR 04.7 1201.0 FF=1207.9 ' FL FL ' PE=1206.7 ' i 02.6 02.7 ' i FL FL FL FL FG 3AR 06.6 FF=1207.4 05.1 05.1 1 / FL TR FL FL i 0.7 0( 06.5 06.1 06.1 i I I - - - - � \,O - FL i - +1 06.4 1 FL FL i / 05.0 FL FL 06.9 HP i 05.5 HP " 06.4 / � _ HP - +' L 03.0 �-•-- -- - Ln o-) Uri v Ln +1 - - HP�°' +� Ln L6 o 03.3 H P `v _ 07.2 M 07.2 07.2 07.2 06.7 �, 06.7 "' 05.8 `O 05.8 05.3 FG 03.3 01.4 01.1 _ FG FG FG FG FG o`� ° `., 05.3 FG FG FG HP 000- '` FG FG FG FG -�\ i SCALE: V = 20' io 0 20 40 -` -- _` � �.` - -- ._ _. � � _ � � � ._ � Ln zz a~ Z � CAUTION: �'- °' d w M M7 Cr � 05 EXACT LOCATION OF EXISTING " W N I N N w UNDERGROUND FACILITIES IS Cn 00 z 1 z °° UNKNOWN. CONTRACTOR TO 2:1 SL VERIFY IN FIELD. ► _ F- DIG ALERT � , so.10, 32.94' . TM 16 3�, Eon 36•,5, LD 99- 158 GR 171 CALL � � •78 50.00' 50.50' BEFORE YOU DIG! 48'84' RICK]ENGINEERING COMPANY �� 3090 Ch I caps Avenue 1-800-227-2600 M����® suits 100 � ��0� R I vers 1 do. UNDERGROUND SERVICE ALERT ®e.�- _/ Ca I I farn I a 92907 clb91 782-0707 Callat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: QoEsst Designed by Drawn by Checked by • Drawing No. DATE. 1AV" CITY OF T ULA DEPARTMENT OF PUBLIC WORKS EH/EMR EH EMR RECOMMENDED BY: • N,iCHEL ��, Horizontal �; 3�� �% o N � 4 � Plans Prepared Under Supervision Of Contractorw o. 680 Z n ACCEPTED BY: DATE: Z N 1•=20' Ex .6-30-03 _Me PRECISE GRADING PLA S SEE SHEET NO. 1 p DateRONALD J. PARKS Inspector �x EDWARD MICHEL RATICAN - TRACT NO. 23371- 10 LOTS 1-3 & 23-25 Vertical DEPUTY DIRECTOR OF PUBLIC WORKS 4TF C1V1� o���p 46804 6-30-03 _ r j� NORTHWIND PHASE 3 sheet 2 of 2 �- Date Cmplt d N/A cA�\F R.C.E. No. Expires R.C.E. No. « 19744 Expires 9-30 01 PLOT DATE:07-SEP-1999 JN 13212 g:\d-13212\212pgd75.dgn