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HomeMy WebLinkAboutLot 22-31 - 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 PRECISE GRADING PLANS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1y.. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 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. BOOK" ). TRACT NO . 23371 - 11 LOT NOS . 22 - 31 PHASE 3 NORTHWIND , 3• MAXIMUM CUT AND FILL SLOPE - 2:1 . PRIVATE ENGINEERS 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 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. c,� TEMECULA �r _ CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION �, WAY TRACT NO, 233 1 1- 11 PAR1< S 1 TE 0 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. SITE 5�- � IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF90 5 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR F��, s l}t} S CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO � �' �O �� ,�J �� ��1 � COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. t 7 N PN COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS* �2 r3 • ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. CALIFORNIA 1 �,� 5 9�. �` �3 e- CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND SITE '40 X41 T srR�E THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �.q �F,p � 51 J� _ r r OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. �o �'cq � � 9 O b� c,Q J7`�8 00 PERFBORMANCEROFLOR WORKAONETH°IS PROJECTECEX�EPwION FOR LIABILITY ITH THE RANO �r� �� `�� � �, cF� 63 '� '�� ')�'� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF q,� � 37 OO � l 7�7 �0 � �� � THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON 8, ASSOC. DATED 15 10 �Q' �- 6-7 64 75 7 6 -7 r rel a2 �- THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION 4� 36 Ca 73 7-4 � 91 � UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPAIR DATED DECEMBER 23, 1998 PROJECT # 11960056-031 FOR TR NO. 23371 -11 . TEMECULA Gj� 3J 6 9 7 92 A SEARCH OF 'THE AVAILABLE RECORDS. THE CIVIL ENGINEER TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING N.T.S. �Q. 71 �3 4) 15 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 28 3 � 7'0 11 � n\ � r NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NO AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 6 ) 112 D � )5 SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9 ' 3^ �� j ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR VICINITY MAP '�� 3l �� 97 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 5 30 1 � AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON, AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 17 DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 8 a MEADOWBROOK WAY r� PERMIT FINAL INSPECTION FOR EACH LOT. _ 0-, 3 0 TRACT NO, 23371 10 6 00 19 �► PHONE: (909 ) 694-6411 5 y 0 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL q �� 1 TRACT N �rJ3 --------�- _ ------------------------- .............................................. TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 6 13 O INDEX MAP TOP OF WALL _____....., PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM FS 7 2 1 200 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE S BOTTOM OF WALL ________________________________________________________________________________ BW SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECT ION. 8 7 ��- 8 11 ��� ,--' TOP OF CURB ELEVATION ----------------------------------------- 6 - TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS q 5 4 1O ��C. ,-�' PAD ELEVATION ---_---------- ------------------------------------------------------------------ PE O BEEN CLEARED OF WEEDS, DEBRIS, TOPSOILS AND OTHER DELETERIOUS 1 2 3 �QQ' FINISHED FLOOR ELEVATION FF MATERIAL. 2 FINISHED GRADE ELEVATION ._________________________________ ............................... FG 26 q 3 8 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 5 91 HIGH POINT _____________________---------------------------------_--------------------------------- HP THE TERRAIN MUST BE CLEARED* KEYED9 AND BENCHED INTO FIRM NATURAL 7 6 12 11 10 BERKSHIRE TOP SLOPE ________________________ ___ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 8 1413 LANE FLOW LINE ..........._................................................._........._---------------- FL I 27 2 30 CDLF COURSE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 9 20 21 2 . '" TOP OF GRATE ELEVATION ____________________________________________________________________ TG PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 2 3 28 10 2 - '" � GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 19 21 4 PROPERTIES. 11 19 0 5 15 16 18 2 31 32 EXISTING ELEVATION ------------------------------------------------------------------------ (91.70) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12 18 7 27 33 FIRE HYDRANT LOCATION ___________________________________________________________________ loom 004 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 13 49 48 34 STREET LIGHT _________________________________________________________________________________ o--3 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 14 51 0 35 DIRECTION OF DRAINAGE FLOW ______________________________________________ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 17 52 16 5 q7 q5 4 342 RETAINING WALL (BY SEPARATE PERMIT) ________________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 15 54 53 41 40 36 o o APPROXIMATE LOCATION OF ELECTRIC METER ___________________________________________ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- ❑ TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 37w z z SEWER LATERAL LOCATION ___________________________________________________________________ D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN a W a VERTICAL HEIGHT. ? o 38 o WATER LATERAL AND WATER METER LOCATION ......................................... Q F N 39 W PL M W �o ELECTRICAL TRANSFORMER ----- -------------------------------------------------------------- 4 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION 0 BUILDING v 3 IN. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE �7 a M0 5' MIN. w Cri POWER LINE AND HANDHOLES ________________________________________________________________ El ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN �-? aG %i ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE TRACT NO. 23371`9 5" ca zo " zw TELEPHONE SERVICE ____________________________________________________________________________ D ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. `�� U_ o0 3' MIN. 1' opo GRATE ..........__......................................................_............................ ❑ TRACT NO , 23371 2y. M1N. 19. EROSION CONTR01_�� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ��J� I I ��Jr r�AJ1� �� 2�y, MAX• AIR VALVE_________________________________________________________________________________________ ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 60 21y MIN, TELEVISION PLATFORM _________________________________________________________________________ Q SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. MqX. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION 61 GRADED BACKWATER VALVE ------------------------------------------------------------------------------ Q THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON ¢� 6 GRADEDMIN. LOT FG. AC LOCATION _____________________________________________________________________________________ CENTER COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NATE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. D PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 63 ��} A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 6NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BERESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. F PERMITTED. 7 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDWLK LAN ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. b F ___�----�- -r 1 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ER LAN ^_�___-�� z PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE - 1�. MIN. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W ""r-�- 2� NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY , 1 2 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3 INDICATES LOT NUMBER 10 15 150 /��� HP FF=100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV. PE=99.3 PE=99.3 CURB PE=99.3 ,�1• LAN 2 INDICATES PAD ELEV. / INDICATES BUILDING TYPE F LAN 12.0% ' 77 F -MAX ER PLAN FG p MIN. 3' MIN. 1% MIN. LAN _- - ---- -- - ---- -----� FG DEEPENED FOOTING R PLAN ..... AS REQUIRED. U10 10'MIN (TYP) RIGHT OF WAY UTILITY SERVICE POINT TM DIG ALEIPT TYPICAL LOT GRADING DETAIL CALL NOT TO SCALE N EXIST. CURB AND GUTTER LD99- 159 GR BEFORE YOU DIG! BUILDING FOOTPRINTS FJCK 1ENG NG COMPANY 1400-227-2600 FIN®' 3050 Chicago Avenue NOT TO SCALE ,NN suite 100 UNDERGROUND SERVICE ALERT `►��' Riverside. Callat least 2 working days prior to excavating. California 92507 ON) 7a2-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by 9 SCALE RECOMMENDED BY: . '� Drawin No. COUNTY OF RIVERSIDE B.M. T-29-81 ICHE EH EH EMR DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal Contractor IN THE N.W. CORNER OF THE INTERSECTION QPlan Prepared Under Supervision Of OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=200, 9 W N0. 46804 Z ACCEPTED BY: DATE: - PRECISE GRADING PLANS RD. I.0 EAST OF A 7.0 C.L. FENCE, 40 NORTH Exp.6 30 03 Dote RONALD J. PARKS Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER p LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371- 11 LOTS - WITNESS POST 1.0 WEST OF MONUMENT. J� CI V 1\. �Q µ Date cm It'd 4TF F 46804 it 6-30-03 _ ��G. ,� N O R T H W I N D PHASE 3 p ELEVATIONS 1128.410 (ADJ. 9-13-62) N/A OF- CA\.� R.C.E. No. Exp es R.C.E. No. 19744 Expires 9-30-01 -r, Sheet 1 of 2 9:\d_13212\212PGD74.dgn PLOT DATE:07-SEP-1999 JN 13212 n 2� �,.� I 12 14.2 :� I I 5.5' I c� 2 � 13.6 PE- 4.9214.9 I I 1 .. .5 i L FF-121 a°I 1 GF 1 PE-1214.9 1 I I I I I PE-1213 F �$ - 15.6 I I I FF-1214.2 6 13.6 3RB 14.9 FF-,2 r I I I � 13. / pE 12 2R A 3Q 12.9 FL FL FF=1215.6 ~ I I I .9 0 1/. MIN _ 5.5 f i l I I I I 12 F L - I I 3 2 i 14.3 ,3 it F L I� 0 13.9 13�6� � ,4• 14.3 i �Z/ L 14 wo © FL FL FLFHP I I I r; � � ,�, 1. MIN� 13.STF I I I M1N o 13.9 - _ 1% MIN _ ' - 1% MIN r- I I I � - 14.2 14,2 N HP °° 14.6 0 14,6 C I . L13-24.2 � � � o ,. N1 �.. : I ,�-, 13.5 F G 44.94, F G\ F c HP r, HP a 13.5 HP �` � 39' 51.47, 14.2 14.9 I 09. 39. 24.90, F G� F G �G 6q' 5.54 52.69 1a.9 14.9 , , 56' :1 SL OPE 51.4 7' 14.9 ► , Q 2 10.7 N F6 50.00' FG 1 --� 10.2 1/. MIN 10.2 1 25. f i I Q 10.7 N FG �- - _ _ -----� 0.2 3 7 23.02' - 26.99' I I N FG , FG o FG cn I FG A ,+ 09.9 10.2 . a., ,+ a� - ^� 2.1 SLOPE r, O- i i ---------- -- - - V7 1/. MIN - o , 09.6 HP o r� +, 09.9 FG I I I I -------------------------------- ---- ------ - I U j I _ �"_ FL f- �' 0 09.0 ---________---------- I 10.4 _ HP 10.2 TW 09.0 \09.0 09.0 I r -xr I HP , `\, ��` - .1 TF FG +1 FG FG 08.7 FG I C� o / 09.6 r i 09.5 MIN 08.T ♦, I I I r I I I I I � I I I n 10.1 10.1 I FL I FL o HP cr, - HP 7, I � 09.6 _ I T• I I I i ► I I I I U FL FL 23 FL �� 1% MI - l 17 M►N I 22 PE=1210.2 N � ► ► I I I I ► I I I K=1210.7 FF=1210.9 08.4 I I FF=1211.4 5.5 08.4 I I 1AR 24 FL 08.4 I I 2BR PE=1210.2 FL 08.4 / W t k I I 25 FL / 26 FL I = s.s' s.5' FF=1210.9 � . ; I I I I I I I I I GF 1210.7 i , 3C PE=1209.0 PE=1209.0 F I I I I FF=1209.7 FF=1209.7 I I 09.7 r 5 , I 12 2AR 5 , .s 2B Of � _ I GF=rz1o.2 GF-1209.0 ► , , I I I I I I 09.6 ► GF=1209.0 S.o I 9.s - 4.4 r GF=1210.2 I 109.39 FG, FL 09.0 r FL I � I I I 9 rl 3 I I I I TC I I FL r 09.0 07. r w • I �� - M cn , FL FL N ti I I I I I 07.9 / f f • : \ 08.9 � � � � v> O or FL � �- 07.9 , ► I I I •\ 1 ao . FL to % n 4, 09.1 O o 0 0 r �, . �, �• N FL I I I I I I I I o ,� F G I P, N L=46.5 N N 0 N •� CO o F L �,-, ^ o o N Nr i i f I I I I I i� �, n, "' 10.2 °° o o -`_ - �-•- - �� N W N 22.77' _ 1 7,t- 07.5 T F ^ 32.52, L:52•��, 4i h TRACT (�- r29033 (' ^ I 1209.07 08.96 m31: 08.38 n ' • ' �O I I I RIM EL I TC o TCI - r-ix 08.14 I I I ' r- _, TC '' 06.96 r) '- °� t/'► y�- 0.70% o ►ar;� I 07.73 rn 3 TC "' Ilk Fn rn � � ��-1� TC/ ' � 4 N � ; � SES � M RIM EL N I I -- I I I n c0 co 08.52 �` --` � 1~ 1L-1� L' / 1207.05 I I _,.,.� RIM EL7- E 1 �S�JOTIC 0. 6 i07. � I • 40.23 o TC F I .-- - C , ' rn 11 1 • � - • � - h� u fi I �i I I I w 1 7. ,) � �- I I I I r" I • . oD o N O , 29 � / FIG o 0 0 '001i 08.8 as 9 o , '26' ► 1 I I I N O O � d 07.12 �, l � ► I I 09.29 •.. i FL N N 14. I . . �/ o TC I 09.5 TC 09.6 o r`. o. �o- .: / "• o 9.4 I 00 FL 1 08.7 N Q; FG • I ---. FL 6.2 `� °° 06.511 , ► I I FL I 1 GF=1210.7 GF=1209.9 08.7 2� TC I i / 0.5' D EPEN 08.6 •r?, ,� , ► I I I 1 I FL FL " 1 g FOOT NG I _ � , - I I 1 I I GF=1209.9 o 00 � I 1 1 1 31 I 6.0' �• I PE=1210.T 30 o7 o +� �� /a1-1 � I 1 1 1 1 I FF=1211.4 1 13 PE=1209.9 0 7.6 �' ':•�• r I 1 1 I I FF=1210.6 6 29 N I 3B •4 FL • o o� .�• ► ► 1 1 1 1 3A // ' PE=1209.9 I ► ' FF=1210.6 , 7.5 " 1 I I 1 1 I 1CR q,0 07.7 07.5 FL ; r., 10.0 10.1 1 09.3 / FL L4 JI --� FL FL LO FL FL 09.2 10�9' GF=1208.7 / I 6 , 6.1' GF=1208.7 -� 1 I I I I 1% MIN � � 1y FL � 09.3 .1 % 28 _ _ M/ly � / FL 1 1 . •: +1 A10.4 1 r' PE=1208.7 4 1 I 1 1 IT as w co 09.6 v� 1 I 10.7 o �; HP a• N I FF=1209.4 -F•-G- V N 10 7 "� HP ,. , 08.1 o 1 1 1 / 09.9 , r FL 2A r ut t . _ 1 1 1 1 1 1 1 1 • FG *, 09.3 08.1 r 27 c� E 1 1 I I1 MIN FL FL ' - w 1 I 1 I 11.3 09.9 - � PE-1208.7 I Q FG 09.9 0 09.6 08.4 FF=1209.4 11 1 I 1 FG . % _ HP 3BR �---- HP � - , ► 1 2:, s FG �• � I 65.66' LOPE rn 1� MIN 08.0 I I I I -^ o 08.0 z .. i�p '7.9 , 09.9 08.7 a I FL I 1 I O y l '° -' -*, •o q FIG FFG F L 53 08.4 ► t I I 1 1 MlN• T YP; w :� y •,9 17 08.7 - HP LLJ 0*-� +, o - 1� M1N o '� 5$,21- FG 08.7 ;� o•, 1/, MINK rFIG 1 / 00-7 1 1 1 CAUTION: I T� -� l r '�' , E�lJ A,/1N• TYp. 11 55. 08.7 ;FIG r It 1 1 EXACT LOCATION OF EXISTING •. I «' j 5.0' l J s .o , o �• •1 SL 01 1 I 1 ' l y O -i Mj 6 4.00, r 1 1 1 1 1 1 UNDERGROUND FACILITIES IS •moo .s,c va r a' -N ry .�, j, 7 UNKNOWN. CONTRACTOR TO l 'j LA J �° o •J 1 3'00 �' 1 1 1 1 11 / cp� 5.0' r -�, J, / .�, . 0 64.0 , ` I VERIFY IN FIELD. o I 5,0, / y o ,� � o _ 1 1 1 1 1 I DIG ALEPT I JL 1 TM - - 14 ,; .o r .o / / � "^ tt c.� ' �, 4 cn J l � � • J � � � , "C� •Q1 A 4 4 1 V� 1 1 1 1 1 1 lJ ' ' �\ v 4 d T ' '`�r"' s I , v ! !any r ` c`'�o `i 1 , 1 CALL �� / �, •� / 'Co � i , J y 1 1 1 1 11 LD 99- 159 G BEFORE 1 YOU DIG! SCALE: Is= 20' i ► RICK ENGWEERING COMPANY 1-800-227-2600 e r,®� UNDERGROUND SERVICE ALERT „��,,, Riverside, .,®M�®�� h CQgO Avenue Callot least 2 workingdays prior to excavating. �0`�®5 suite ioo Y P n9 20 0 20 40 ._ _. Ca I i forn i d 92507 (9o9) ?82-070? SEAL: r Designed by Drawn by Checked by CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE ptESS� ' Drawing No. N,ICHEL �Zc EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal =' Q� Contractor c, 3 Plans Prepared Under Supervision Of o No. 46eo4 z ACCEPTED BY: DATE: SEE SHEET NO. 1 1'=20' EXp.6-30-03 Date _ _ RONALD J. PARKS PRECISE GRADING PLANS Inspector �x EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2337 1- 11 LOTS 22-31 Vertical sr CIv��. �p Date Cmp It'd N/A 4TF ar cA��FR.C.E. No. 46804 6-30-03 �r�;- N O R T H W I N D PHASE 3 Sheet 2 f 2 Expires R.C.E. No. 19744 Expires 9-30-01 • o g:\d-13212\212PGD59.dgn PLOT DATE:07-SEP-1999 JN 13212