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HomeMy WebLinkAboutLot 27-31,43-48,55-59 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES 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. TRACT NO , 2 LOTS 243 - 48 AND 55 - 59 ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OFGREEN THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK ). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . 14 15 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 5' MADE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 9 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. 16 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 8 10 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTTEMECULA NAS- 13 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. .�ws 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 �' s��'.�, REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � � 11 17 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. �s SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF to 6 [1 12 18 WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CALIF � TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATIGN SHALL BE TO . . � SITE -� r� �0� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 19 LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE A � ��P 5 O�tiG 20 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. �� �� 35 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. 15 21 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND 36 TEMECULA THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 22 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. N.T.S. 3 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE 23 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF VICINITY MAP 34 37 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 2 24 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND SEPTEMBER LEIGHTON &30�S�998C. FORTWOTSETS-OF 74 DTHEEFDINALECOMPACMBER TION9REPOR�RSH�LL BETS 1-27 DATED � SITE � UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION 25 33 / 38 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES AE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 1 2b 32 SHOWNNOR �R THELCONTRACTORITY ORIGATISHAL�NBEINES RESPON�IBLEOFOR INOTIFRINGOT 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 39 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 3040 SITE AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERO!. AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909 ) 694--6411 1 41 11 . CUT ,SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 27 42 LEGEND .......... ........... SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE .... .............................. ................................................... ...... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM TOP OF WALL TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 4 BOTTOM OF WALL -------------------------------------------------------------------------------- BW SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �s 4q TOP OF CURB ELEVATION --------------------------------------------------------------------- TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ' PAD ELEVATION ___________________ __ ____________..._._____________ PE BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL. AND OTHER DELETERIOUS ..--- MATERIAL. 4" 54 FINISHED FLOOR ELEVATION - FF 57 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 48 53 FINISHED GRADE ELEVATION __________________________________________________________________ FG THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL ... HIGH POINT HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 52 """" " ' " REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. At TOP SLOPE ________________________________________________________________________________________ TS 51 . FLOW LINE FL 14. DURING RIIUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 50 G TOP OF GRATE ELEVATION ____________________________________________________________________ TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. �p 59 GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GFF 49 60 EXISTING ELEVATION ------------------------------------------------------------------------ (9170) • 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. • 16. A LL EXISTING X DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO INDEX MAP b1 FIRE HYDRANT LOCATION ___________________________________________________________________FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES SCALE: 1' = 100' •• 62 STREET LIGHT _______________________________________ _ ---------------------------------------- O-3.( AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 63 DIRECTION OF DRAINAGE FLOW _________________ __ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 65 66 RETAINING WALL (BY SEPARATE PERMIT) 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 64 67 APPROXIMATE LOCATION OF ELECTRIC METER ___________________________________________ TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o W o ` ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN W z z SEWER LATERAL LOCATION ___________________________________________________________________ S❑ VERTICAL HEIGHT. a ~ ' LOT ~ � 68 WATER LATERAL AND WATER METER LOCATION ......................................... w 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �. LINE °LJ ~'n ELECTRICAL TRANSFORMER _______________________ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE LLI u 3' MIN. F- �' ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a �z 5' MIN. Waw POWER LINE AND HANDHOLES ________________________________________________________________ D ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ac � ' ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. U o© 3 MIN. 1 zw 69 TELEPHONE SERVICE ....________________________________________________________________________ D C>w ,.� U 0 74 73 GRATE ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2'/. MSN" 72 71 70 ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21% MAX• BLOW OFF VALVE ________________________________________________________________________________ SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. jM1ly AIR VALVE........_................................................................................ SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION MqX• THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON GRADED TELEVISION PLATFORM _________________________________________________________________________ CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6'M N.- LOT FG. BACKWATER VALVE ----------------------------------------------- ------ B HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. GRADING TOLERANCE NOTE 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN ,4 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. FIG RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELDER N PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. R/w sOUTHSIIDEK OF SDwLK ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NORTH SIDE F - NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PLAN CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. - - iy. M'N�� ~ z PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY + 3' OPTIONAL NO LOTS SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I .� CY/LOT TOTAL HP --- 16 15 240 PLAN CURB I '�I' I . o-- 1 1 23 4 INDICATES LOT NUMBER I r F=100.0 FF 100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV.INDICATES PAD ELEV. FS z PE=;9.3 PE=99.3 PE=99.3 PE=99 INDICATES BUILDING TYPE 12.0/ PER PLAN 2 3 4 F :. ER PLAN FG FG � _ LAN LAN 3' MIN. i F 5 MIN. T _1/. MIN. E LAN ,J o 10'M1N (TYP) _ _ *RIGHT OF WAY FG DEEPENED FOOTING *SEE PLAN SHEET NO. 2 DIG , ALERT PER LAN TM BACK OF SDWLK AS REQUIRED. - - - - - - LD NORTH SIDE Q ""- UTILITY SERVICE POINT EXIST. CURB AND GUTTER CALL CAUTION: - TYPICAL L T LD 98-- 140 GR BEFORE 0 GRADING DETAIL BUILDING FOOTPRINTS You DIG! EXACT LOCATION OF EXISTING NOT TO SCALE NOT TO SCALE � � RICK]ENGINEERINGMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS U N K N „�;• 3060 Cn 1 0000 Avenue UNDERGROUND SERVICE ALERT OWN. CONTRACTOR TO Suite 100 Callof least 2 working days prior to excavating. VERIFY IN FIELD. �mRiverside. � _ _ California 92507 (9Q9) 782-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS Designed by Drawn by Checked by Drawing No. SCALE 9 F COUNTY OF RIVERSIDE B.Y. T-29-81 N,ICHEt IK ti EMR/EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS c Contractor 2-I/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal 3pa� �, Plan epared Under Supervision Of IN THE N.N. CORNER OF THE INTERSECTION No. 46804 z _ ACCEPTED BY: IZ�/� OF RANCHO CALIFORNIA RD. WITH YARGARITA 1'=100' Exp.6-30-99 DATE PRECISE GRADING PLAN RD. 1.0' EAST OFA 7.0' C.L. FENCE, 40' NORTH Date � RONALD J PARKS Inspector OF P. RANCHO UMBER), 94' NORTH OFTHE CENTER it x� WAR M H DEPUTY DIRECTOR OF PUBLIC WORKS D. SE FIBERGLASS Vertical EDWARD IC EL RATICAN TRACT NO, 23371-5 WITNESS POST 1.0' NEST OF MONUMENT. S� CIVIL �Q Date Cmplt'd 4TF of �A��F°�`� R.C.E. No. 46804 Expires 6-30-99 �:- ie9 LOTS 27-31, 43-48 AND 55-59 PRECISE GRADING PLAN ELEVATIONi 1128.410 (ADJ. 9-13-82) N/A R.C.E. No. 19744 Expires 9-30-01 +� Sheet 1 of 3 /uer/projdeto/r-grp/d-13212/212pgd13.dgn PLOT DATE: 19-NOV-1998 JN 13212 / /r � � 23 26.7 ' 26 24 25.3 / FG 25 PE=1236.8 Q / / / PE=1231.6 PE=1236.1 FG PE=1234.9 / // /�Q' / 0�, 31.6 FG 4 F 36.1 FG 31.6 FG 34.9 FG 3 .9 G 23.5 46.77 49.09' 00, 50.21' FG 23.5 25.1 14, 2 9 24.7 29.1 FG 12r),1 23.2 FG FG 26.9 FG 31.5 31.5 HP �CIS-, 25.1 � 26� 29.1 Q FG FG / _ FG FG 26.6 � FG FG ao 28.8 FG M HP ILD III 1001, 6.6' 24.8 _ - -- -00 _ HP HP 31.2 .6' 22.8 � 24.4 HP l8 91 / FL FL.9 FL 24.5 28.3 28.7 1 30.6 31.1 / FL 26.1 26.3 i FL FL I FL FL FL FL � i i 23.2 � qs, ! t 3 '' �- PE=1223.5 28 ' 3 2 FG _ PE=1225.1 i 29 5.5 ' 3� - PE=1234.0 23.4 FF-1224.2 �' � � PE=1229.1 PE-1231.5 6.5 FF=1232.2 ' FF=1225.8 PE=1226.9 5.5 F G 3 C 5'5 5.5' FF=1227.6 ' 9 5' FF=1229.8 2A 1B / �� ► � 4 B 3A s.s' t t 30.2 t rR NO , 233-71 --4 FL 25.4 'so- t FL t : / I22.2o � I 22.5 i i \ o a... FG FL GF=1223.5 i N GF=1225.1 w 22 2 � � o=== GF=1226.9 2 7.7 GF=1229.1 GF=1231.5 23.7 FL 23.8 25.7FL 28.0 30.4 21.1 �� \ BW `� FL FL FL FL r' Q 2L5 F �, cn FL i FG �� \ 4.63 S V! ILL � 27.0 FS Ln o Bw 29 3 FS • 0 23.8 FG � LAS `"' 22.1 ` 23.1 FS o cMc, © 0o N o - c ` N 24.9 FS = oN N 25.8 FG N N 28.1 FG � oN 0 30.5 FG N Lq / 21.23 TC L-+3g:� :,� -- =17.19' BW BW o 30, 6 - �' - 5~I8' -.5fLOO.. - - - 5.0�..00L - - - - - ... - - - - /�CKI m ' 1 3 ..: R/W 22.02 T le 1.531e o �` I 0 23.75 TC o 25.73 TC c 28.03 TC 30.43 TC 20.70 TC / ,► 50• 1/ ��.rte Q� D , I co � � I r O I I II ~ 0 1 '� 100' VC N J + J N II 1 rn 41 °� 21.38 TC + - _ ^ 19.2 1� Ln I 12 0 I � >- 13 0 � I I I I s,p . 1 RELOCATED DWY o I I RELOCATED I + o I RELOCATEDI + 0 I 1 , FG 3 - I - NASSAU COURT N DwY N , DwY I T- . II I1W I I I I L= 22.x'`T7C «� I I I 00 1 1 ' '99 - T T -' 24.03 TC -j 26.31 TC Q 87 TC 1 /gyy .. • v � v 28.47 TC� J 30. 8.01 TW / ;�• `� 21.4 L 7.36'.: , X17.3 FS / vi o N FS BW L=9.75 44.41 50.00 50.00 I II 1 N � �. �, :� � � 226 � � _ -- - -_ - - - - - � - - -. - - - - - - N low, �. .- I ' � r `� , o � cn `t w B w .V) , U- I I I o . N Fs .V1 C �� Q� LA Ln o� C> BW - N N / Cn 1 u7 U U- / Q V) 1 I 1 21.6 cv , vim,M "' N 7 �, o o N N N o 30.2 FL N o ' I 19.6' FL ai �N Q ►n N - � R v 00 N M 1 2d.3 TW �:: ' N GF=1222.8 22.5 22.7 o N N ' I II 1q.8 FS i 24.1 30.8 FL 1 6�.2, FL FL 6 7 FL 25.8 25.9 " 28.2 o i 31.2 kli I 11 2012 TW ' FL FL FL C7 FG GF=1231.8 GF=1223.9 "' 15.0 I I I 1 2 F 5 21.6 1 GF=1225.3 i GF=1227.2 i °=== GF=1229.4 0 1 ' FL i 28.2 i FG 111 I 7 ' ,� 1 � .. � FL � 0 C) ; 1 6.5' ' M II I 48 7 24.0 1 s.2' 0 42 1 1 11 I0 FL 43 PE=1234.2 PE=1222.8 1 4 7 o i 11 I FF=1223.5 i PE=1223.9 1 of 46 5.5� i 4, i 44 1 PE-1231.8 22.1 4 C R 1 FF=1224.6 r45 F L 22.3 � PE=1225.3 1 _ � FF-1230.1 i FF=1232.5 5.5' I FL 3 B R FF=1226.0 PE=1227.2 2 C R I i FF=1227.9 i 23.1 1 1CR 4AR 1 1 11 22.5 FL 23.4 2 B R i 1 1 18� TW ;; � �' � FL � 24.5 1 28.7 28.9 i 31.8 FG 1 1 22.8�" � _ --_ HP � 24.8 26.5 11.6 I 11 11 FS FG 22.8 � �; 23.6 FL FL � FL 26.6 � FL FL � 30.9 FL �L HP ► FL 29.1 FG 1 �°` ��, 17.8 TW 64.41' FG "` _ __ _ 25.0 i i 31.5 D, � 3.9 FG I o 12.5 FS 49.05, 23.9 FG HP 127.2 FG 26.9 27.2 FG ° _ _ HP __ �� _ HP , 34. 2 FG 34.2 FG HPr I 1 I 25.3 FG 54.79' 25.3 FG - �. 29.4 FG 50.00' 29.4 FG 31.8 FG 31.8 FG I 13.2 TW 50.00 � I 11 I 13.2 FS SCALE. 1 20' I 49 i I qI 50 51 52 53 54 20 0 20 40 I I I I I I I I 2:1 SLOPE I I DIG ALERT 7W I III I . CALL CAUTION: LD98- 140 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING 1-800--227-2600 UNDERGROUND FACILITIES IS RICK IENGDJEOM COMPANY ; ;. 3050 Ch I cqp Avenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO suite 100 Callat least 2 working days prior to excavating. :�� Riverside. VERIFY I N FIELD. _ Ca I I forn 1 a 9250T 1909) 762-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �$$� Designed by Drawn by Checked by SCALE � � RECOMMENDED BY. Drawing No. ,O►CHEL �y EH/EMR EH EMR DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 3p� Plan spared Under Supervision Of 1► w No. 46804 z ACCEPTED BY: DATE: 1'=20' EXp.6-30-99 Date ZO RONALD J. PARKS PRECISE GRADING PLANS Inspector � SEE SHEET N0. 1 EDWARD M[CHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO, 23371-5 Vertical ,P), CiV%\- �\p Date Cmp It'd /t o� 46804 6-30-99 - N/A OF' Ck%-�F R.C.E. No• Expires NASSAU COURT LOTS 27-31 &43-48 R.C.E. No. 19744 Expires 9-30-01 � "�' Sheet 2 of 3 /usr/projdata/r_grp/d-13212/212pgd14.dgn PLOT DATEt 19-NOV-1998 JN 13212 . 1 35.5 FG . I 40 44 41 4 3 ► 42 35.8 FG 35.5 FG i 1 35.8 FG 72.21, Jib o� 2:1 SLOPE 14.6 `O FG XIST• WALL 13.3 +' 14.0 12.9 FGFL 7 ui FL - 3.50' � � • ;'2 9 � / 13.00 FS 12.9 FS GF=1214.6 14.3 , w 9.2% 55 HP 4 / �r PE=1214.6 i o I a FF=1215.3 1 2AR 1 i 38' o ZOO 54 / // 3.2 13.9 53 � �•- 12.6 N 1 � FL FL 14.6 � I 19.9, _ 108.50' FG i i I 14+00 © 8.9% 12.8 i I �• 12.6 FS FL Cn 13.5 14.2 \ I I CL 18 DWY a / GF=1214.2 o FL FG -:o 12.4 FS 7- 1 -- -�- 56 13.9 I I PE=1214.2 Hp i - - FF=1214.9 I 112.2 3 BR i I FG 12.8 OPTIONAL o i / I AFL BALCONY Y ` 13.4 22.4 ' 1�• 12.5 >>1.50, j �0• FL - _ 1 `�'' GF=1213.9 14.2 GOLF COURSE FG --{ _ t co•i 13.2 13 �+ FL / 11.8` e57 13.9 DOGILEG C RCLE °�`� �� FG PE=1213.9 FG / FF=1214.6 13.6 4CR HP OPTIONAL ; BALCONY ' \ I / / 16 \ / >S 12.7 , ; �•1 , i FL _ 23 L=35.60' 11.5 1 •� FG GF=1213.6 - - Fd -A ; -.0 - A 00 12.1 n FL �O FL 56 11. FL PE=1213.fi . ` 129 13.9 ` � FF=1214.3 FL �, FG 11.7 �` 3CR \A' FL GF=1213.2 ` :% ?��, 13.6 6 FG 59 ro 13.3 o 60 HP ' `� FF=12 3 9 J` 12.8 3.6 2C � `` FL FG 12.5 I � r FL 13.6 ` 12.9 FG - - - HP ~ 4~ 12.5 - FL 13.2 FG 13.2 _ . Ab3 FG ,?8.60, FG 13.2 FG 2:1 SLOPE DIG ALERT E TM CALL CAUTION: 6S LD98- 140 G BEFORE YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS SCALE: I'= 20' MCK ENGWEEMM ;■ 3050 Ch i caro Avenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ■ Rtvera100 Callat least 2 working days prior to excavating. 20 0 20 40 ■�!,.� �f d r - g V Y N L . ca or a $25o (WS) e2 0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL; �$$� Designed by Drawn by Checked by SCALE ?wr Drawing No. XCHEc EH/EMR EH EMR RECOMMENDED BY: DATE: SCITY. 0c TEMECULA DEPARTMENT OF PUBLIC WORK c. Contractor Horizontal 3P� s Prepared .Under Supervision Of hV w N0. 46804 z ACCEPTED BY: �� 8 DATE. SEE SHEET NO. 1 1'=20' Exp•6-30-99 Date 4 RONALD J. PARKS PRECISE GRADING PLAN Inspector .._ � EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ Vertical - TRACT N0, 23771-5 Date Cmp it'd ��4TF �i v 1� �p 46804 � � � 6-30-99 � �- - N/A �' CA1.�F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1 L 0 T S 5 5 5 9 . Sheet 3 of 3 /usr/projdata/r-grp/d-13212/212pgdl5.dgn PLOT DATE: 19-NOV-1998 JN 13212