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HomeMy WebLinkAboutLot 39-40,56-57,63-65 - Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES D PLANS PRIVATE ENGINEER'S NOTE TO CONTRACTOR I ALL GRADING ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR HALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL TRACT NOu 371 - 3 EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. LOTS 39 - 409 - OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ' CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL 3. MAXIMUM CUT AND FILL SLOPE - 2: I . NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS. 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE uNKERDR �1J- RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT r o-r CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL )"' "' LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, FILLS OVER I ' DEEP. INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY T ACT N O. 2 3 3 1-3 AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA' S s SITE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF Q NEGLIGENCE OF THE OWNER OR ENGINEER. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO p �/� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. R A S S �/ STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE E L N C,� RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE IOOYR Q STORM FLOWS, ,�O OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT ALONG TOP OF CUT SLOPES. :: SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 3 r `, T (' � 7 � --� LOCATIONS OF ALL LINES AFFECTING TH15 WORK, WHETHER OR NOT SHOWN HEREON, THAN ONE FOOT. . .. .. . ....... . _ ........... - 4J AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. 39 _ ,� . .................. ....... .. . ........................... 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF -r THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED MAY 6, 1996. SOILS ENGINEER THE BUILDER WILL PROVIDE UPDATED LETTER PRIOR TO PULLING BUILDING PERMITS. _ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING SITE - �� l LEIGHTON & ASSOCIATES, INC. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS /FSO N C R. 41769 ENTERPRISE CR. NORTH, STE. 102 AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH TEMECULA, CA 92590 THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. _ (909) 676 0023 48 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 r r HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 60 59 0 r r r_ 53 52 J 1 5 0 ) 57 JJ J �' OWNER/DEVELOPER INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING h��� o 61 INDEX M A P PERMIT FINAL INSPECTION FOR EACH LOT. TEMECULA NAY SCALE: 1'=100' SHEAHOMES, SAN DIEGO, INC. PHONES (909) 694-6411 S10721 TREENA STREET, SUITE 200 rEMEKu DR RC1 SAN DIEGO, CA 92131 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 4 SIT °mss (619) 549--3156 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE H PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM jr- 1)L r 1CJURS E LEGEND EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17. 06 TO THE APPROVAL OF FINAL INSPECTION. CALfORMA HONORS DR -� TOP OF WALL ------------------------------------------------------------------------------------- TW 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BOTTOM OF WALL ______________________________________________________________________________- BW BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS RANO qp�l MATERIAL. _ TOP OF CURB ELEVATION --------------------------------------------------------------------- TC PADELEVATION ---------------------------------------------------------------------------------- PE 13. 1 F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 15 - THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL TEMECULA q•9 �A. �� 20, ,r�96 �`'� FINISHED FLOOR ELEVATION __________________________________________________________________- FF SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FINISHED GRADE ELEVATION __________________________ _ FG REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. N.T.S. I FG A�tiAF� 4o46, �,of� 1 - -------------------------- 14 DURING ROUGH GRADING OPERATIONS AND PRIOR TCONSTRUCTION � r 1 HIGH POINT ________________________________________________________________________________________ HP F VICINITY MAP °o - • 0 OF � TOP SLOPE --------------------------------------------------------------------------------------- TS PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD U100 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 23 gg n tih I FLOW LINE ________________________________________________________________________________________ F PROPERTIES. L 1L w I TOP OF GRATE ELEVATION ......................................................r............. TG 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GFF 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO I 14) 12.0% B EXISTING ELEVATION ___________________________________________________________________________ (91.70) FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES MAX AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ?S FIRE HYDRANT LOCATION _____________________________________________________________________. ADJOINING PROPERTIES DURING GRADING OPERATIONS. �` o F< .3 1 STREET LIGHT ________________________ _ _ _ ________________________ 0­� 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- X99 DIRECTION OF DRAINAGE FLOW _______________________________________________________________ ----� TENTHS ( I . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 'r( B EXISTING DEEPENED FOOTING (61 TYPICAL) _______________________________________________ --------------------------------------------------------------------------------- VERTICAL HEIGHT. q•5� RETAINING WALL .a SIDEWALK 2.5' - 3.12' 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING EXISTING , TYPICAL LOT GRADING DETAIL APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS _________________ 10 - PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE SEWER LATERAL LOCATION __________________________________________________________________- 151 ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN 6' NOT TO SCALE ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE EXISTING ��EASEMENT 6' MIN. WATER LATERAL AND WATER METER LOCATION ...................... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. F.L. OF PIPE ' 20'/. ABOVE GUTTER ELECTRICAL TRANSFORMER ___________________________________________________________________ 19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA FLOW LINE "�- A� �� 0.50% MIN, z W z ? POWER LINE AND HANDHOLES ________________________________________________________________ D ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. �►t= ~ - ''- - - " - J -" ~ T a � a SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, _ _: - �-.- - - -•r -•� - �•� �' �, ��� /��yn�wi� vAX vA�\� w � o ONE SERVICE ____________________________________________________________________________ Q �� �, � TELEPHONE SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION ��. •�i , A� ����wA\y A� ������ 6' PVC o LOT �'1 THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 3X6 ECCENTRIC (CL 150) w F- °C GRATE ______________________________________________________________________________________________ ❑ �'` - REDUCER WITH LINE w v o CENTERI COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL U 4' MIN. � Mw BLOW OFF VALVE _______________________________________________________________________________ HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW EXISTING 35MIN. PVC AT 2% CLEANOUT w mcg 5' MIN w �w PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. CURB & GUTTER (SCHEDULE 40) CONNECT LD �z • 0 Z w AIR VALVE ________________________________________________________________________________________. TO EXIST SIDEWALK UNDER U• oI' 0 o© TELEVISION PLATFORM _________________________________________________________________________ o 4' MIN a 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRAIN PIPE 00 LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 21y. MAY, CONNECTION TO EXISTING z,, �.--- 2% 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE S NG SIDEWALK UNDER DRAIN PIPE •. MAx _j PERMITTED. 2 2N N.T.S. GRADED EARTHWORK QUANTITES _ _ 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD GRADED LOTT LOT FG. NO. LOTS CY/LOTTOTALFG. 6 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 6 MIN. 7 15 105 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SECTION B�`B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOT TO SCALE CONSTRUCTION NOTES UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY X SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - CONSTRUCT 12' SQUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, I NC. , PART NO. 121 O. OR EQUAL CONSTRUCT 6' PVC DRAIN 0 0. 5% MIN. WITH ECCENTRIC REDUCER & INDICATES LOT NUMBER 1 2 3 4 5 CO AND CONNECT TO EXIST SIDEWALK UNDERDRA I N PIPE INDICATES FINISHED FLOOR ELEV. FF=88.7 FF=88.7 FF=88.7 FF=88.7 FF=88.7 PER DETAIL THIS SHEET INDICATES PAD ELEV. PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE 5 8 .0 INDICATES BUILDING TYPE 1 2 3 4 10' MIN. (TYP.)� Underground Service Alert � EXIST. CURB AND GUTTER RIGHT OF WAY Ca I k TOLL FREE BUILDING FOOTPRINTS 1 -800 NOT TO SCALE LD 99-010 GR 226-2600 0, RICK IENGROMNG COMPANY �����, 1 3050 Ch 1 cogo Avenue Suite 100 x!00 Riverside, TWO WORKING DAYS BEFORE YOU DIG �� �� California 92507 (90!) 752-070T DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: N Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE �Ess� � Drawing No.R MM 4 COUNTY OF RIVERSIDE B.M. T-29-81 h� M�CH�L Fy EH EH EMR ECO ENDED BY. DATE. / C 1 TY n TEMECULA DEPARTMENT OF PUBLIC WORKS e� Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal Q� Plans red Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION ,4 No. 46804 z ACCEPTED BY: V �0 4q OF RANCHO CALIFORNIA RD.WITH MARGARITA I`=100' Exp.6-30-99 DATE. L 1P � PRECISE GRADING PLANS RD.1.0'EAST OF A 7.0'C.L.FENCE,40'NORTH Date DVTY DWt V0- 0L OVr PV6 LKG%VOR ICI. Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER X0P4ALp �• PARKS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical s�, CI IL ,p _ TRACT NO, 23371-3 WITNESS POST I.O'WEST OF MONUMENT. 4r LOTS 39-40P 56-57Y 63-65 Date Cmplt d f o -- �--,�/9 � o� ELEVATION: 1128.410 (ADJ.9-13-82) N/A CA�`F R.C.E. No. Expires - --r.- R.C.E. No. _ 117yy . Expires �l���t `'•-r 1'�' a Sheet of . I g:\d_12976\976pgdI.dgn PLOT DATE: 02••MAR-1999 JN 12751 5 CV 53101 Is D T 8 _ _ _ __--- -- _( -► . BRASS I E LN . _r_..� S T r r 81.73 TC - _ - _ ,�- - - SD - -`�.-.- -- � 84.53 TC - c �� _ - -S --I---�. _._. ----�- J D 86.17 TC � �- W r----82 �. __ r - � TC , --EXIST RETAINING WALL FG ---� 85.24 TC _- _� T -W ���J � � �=82•�4I 87.8 87.4 � c'9� X4:0-351' 25.4- f-8 5.E \ qtr f-8 \� \ ,9. 1 I / FG FG 87.9 86.3 87.8 FG FG _ _..._ _ `_" \ �\ 87.2 87.9 FG FG r \ \ 88.3 8f.18 - 87.2 FG - �� FG ,� _ _ _ _ _ - ~ " ++ `\A FG o 87.1 87 4 3.50 ': FG = - N - + \ 88.0 FG 87.5 o HP FG 83. ---I T� / ° . 87.b Z- A HP HP `\ 84.13 4 _ o HP `" 1 86.9 FG � � � TC '00r \ \ _ _ _ _ _ .2 _ - - 87.6 ` it FL I , 86.9 .0' - + A� \ 4 3 + N � � 86»7 / 88.33 FL FL I I �„_, 18.0 HP 1 87.2 r + + i / FG 1 I Q I FL `\ 4 2 87.1 5.0' I i I 86.5 86.6 1 87.6 187.4 TG a 87.2 FL 1 86.4 TGFL FL 86.9 TG , N3'B?\ 86.4 INV I A FL / FL 86.9 TG I 1 85.4 INV 1 I I = 1 6,p� 85.9 INV 1 4 o i o , 65 c�► \ / 5 ' � � 185.9 FL � _ � 1 86.3 TG I I PE=1187.9 � � � 4� � \ X63 � FF-1188.1 � � 85.3 INV FF=1188.6 � o � PE-1188.8 - PE=1188.3 64 PE=1187.4 0 0 I I C> i 4CR - . - - 39 + , FF-1189.0 I PE-1187.8 2 4A � IA 2 FF=11 I PE=1187.2 - ,• /, � r, - 88.5 I 2 _ GF-1188.3 3C 87.1 I 1 - � I I � � 2 FF 1187.9 I GF-h87.4 3BR - \ .'' `� 87.1 87.9 61' GF=1187.8 HP 1 86.2 86.8 I 1 86.1 1 2 86.8 - \ +� FL HP 86.7 FL HP I I •6 FL I I GF=1187.9 FL 1 0 '-,f \ `� `•� 1 1 FL 5.0' I I FS 86.6 GF=1187.2 1 87.3 I � v 'D- ) I 84.59 \ HP \ 62 \� .6 \ HP _ _ - m 'y/ri, T C ` N f \ PE=1188.4 ` C] ..., 9' Zn ``- �. o TC \ �° IS ,� ;a c,. ;�' ao I I I \ 'L N as �'. aD \� °�'• "' 86.5 SIDEWALK 8 3 �' `�'� a0 a0 I I \ ��� ao .8 �,, v FS o / 85.6 I •�. 85.2 FSF S, - -~ r hFS W NI „ • \ - J► w 3 .3 1 ---37,12' 4 \ ` •'' 86.6 I �- RB & GUT T ER coo \ \ ` � = Ig• � 85.63 TC � >- F85.74 � 86.53 CU S A. R/W 85.9 0 5, 1 4.71 TCo TC y J 86.32 �' I T ti ;` o TC I % . . - \ .. CL 14' DWY r� �o + J MIN I \ ---( }--- t ! -- 13 \ \ 1 TC I o __._ -- J + \ / 10.2 ± o U �- II v 12 N v Ln \ \ ( ► � - � � - l - _ �^ Ay86.82 ���� \ / � � 100 VC o OL� --- 1.50% 1.50% > 1.50% 86.17 % ALIG ME T TC \ I85.50�, o Od p RON Ci CLE LI TC � - �- _ + I _ R/W & BACK OF WALK \ \ I .46` 1; _=� y - - - - - - - - - - L� - 86.9 R/W SIDEWALK 85.6 oG y U- , \ FA ,+ FIG -4 F � a , CY) 00 \ \ / � , _�,-,-- -" " "�� 87.1 �. - .19' + ` \ \ \ \ \ I 5 \ � • r '��i ,+ � � 7 HP 86.4 ' 87.8 FL � � i- -- - � '� � +\ 5 \ � - \ , , 8 .3 FL \ \ \ I , 2 HP \ \ \ \ l + 2 i GF=1188.3 1 A3 CR 11 \ + \\ \\\ \ � - GF=1187.6,; 0 55 1 . 57 O Co 0-1 � PE_1187.6 5.50' PE=189.0 o r _ \ \ 60 �` ' `� ' , � � FF-1188.3 � 87.4 TG � ' ' ; 54 ; ; � � _ _ � N 2AR � 86.4 INV I .50' \ \ \ 58 5 1 + � PE=1187.0 � � 56 \ ' \10- 10% �-\ ` ` , C �` 86.8 TG 1 PE=1188.3 - \ \ \ ^ FF=1189.0 - - - `� 1 85.8 INV i 0' + 4BR 5• - - \ \ J• `\ `\ `� + + ' 87.7 87.7 87.1 � a - - _ _1 FL \ \ \ \ \ \ \ \ + � - 87.0 FL FL \ \ \ EXIST 2:1 SLOPE �` - - \` �` -- - '- �`" FL 1 \ - 87.3 _ - \ ` ' is` HP _ -._ -- 88.0 87.6 o Qo HP 88_--.3 /-F G F 4 45.50 FG \ 88.3 \ \ \ FG \ \ \ \ EXIST 2:1 SLOPE Underground Service Alert CONSTRUCTION NOTES ' G Calls TOLL FREE Q CONSTRUCT 12' SQUARE GRATE INLET PER NATIONAL DIVERSIFIED 1� SALE, INC. , PART NO. 1210. OR EQUAL 1 -800 SCALE Is = 20" LD 9 10 GR Q CONSTRUCT 6" PVC DRAIN 0 0. 5% MIN. WITH ECCENTRIC REDUCER & 226-2600 1CO AND CONNECT TO EXIST SIDEWALK UNDERDRA I N PIPE n1RICK 1ENGR*41=NG COMPANY 20 0 20 40 603050 Chicago Avenue PER DETAIL ON SHEET NO. I ■■► Suite 100 R 1 vers 1 de. TWO WORKING DAYS BEFORE YOU DIG Collfornla 92507 (909) 752-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: oFEss� Designed by Drawn by Checked by SCALE pR ?&4ZDrawing No. 05> O%CHEC Fy EH EH EMR RECOMMENDED BY: DATE: �d� CITY OF T DEPARTMENT OF PUBLIC WORKS ti c- Contractor Horizontal 3�a� Plans repared Under Supervision Of o No. 46804 ui z ACCEPTED BY: DATE: 3 1• �: SEE SHEET NO. I I =20' Exp.6-30-99 PRESICE GRADING PLANS Date DE PUTT DIRE�smI< Dr PVdLIG Wolftg Inspector Vertical J �W�'`O ITS r'�`RK: - - TRACT NO, 2 3 Cb Date Cmplt'd N/A rgrf Zvi`�d1lik a ------- - - 63 - 65OF Ca� R.C.E. No. g Expires LOTS 39 40 , 56 57 , & Sheet of R.C.E. No. ��7y� Expires o er, ��', 2 2 g:\d_12976\976pgd2.dgn PLOT DATE: 02-MAR-1999 JN 12751