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HomeMy WebLinkAboutLot 15-20,50-56 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES PRECISEWORK TO BE DONE 1 . THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX GRADING PLANS � ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT NO , 2LOT NOS . 13 -20 AND 50 - 56 , STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( " RNORTHWIND PHASE 5 GEEK 2+ MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. BOOK"). 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. 00 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . now ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ,. PROVIDE 5' NIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. �� THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE wr W PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT A �� L SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF TRACT NO. 2337 �- �0 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO r 23371 I J SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. �• ba 7 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S b WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 4 5 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO � COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 26 1 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY j 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS* AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. 2 � OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL S. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER 4 3 9 a LIABILITY* REAL OR ALLEGED* IN CONNECTION WITH THE THAN ONE FOOT, 1 � PERFORMANCE OF WORK ON THIS PROJECT* EXCEPTION FOR LIABILITY b NDEX MAP RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 12 1 "=100' THE EXISTENCE AND APPROXIMATE THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED "y E LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY 13 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPAIR DATED NOVEMBER 2+ 1998. TWO SETS OF THE FINAL COMPACTION a 14 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 25 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �2 �� 30 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9 �� ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK DR 27 21 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 20 AFFECTING THIS WORKS WHETHER OR NOT SHOWN HERON* AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 1028 DAMAGE OR PROTECTION TO THESE LINES* INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 19 PHONE: (909 ) 694-6411 11 f �� .: } 21 22 23 24 LEGEND a 2 r} w}} i9' 25 31 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1 a �{� 27 32 TOP OF WALL....... TW 16 iT t SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 1 ••••••••••���•---•••••••••��---•-••••••••••-•-•••••••••••�-•••••••••••���-•••• BOTTOMOF WALL.•--•........................••---.....------•........------.....--.. -•--....... BW yo PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM }� � t _ 33 E CODE TOP OF CURB ELEVATION .................................................................... TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT - w, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 13 PAD ELEVATION E ```` ;` .......-••--•....•••-•-------....•••.........................•••..........--...... P 34 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS :<-;.:::r' "': :#:°r.}%, <:.•. £: .; hfFx .::,:ti TRACT ND29033FINISHED FLOOR ELEVATION {.}::};}'n,.:. ...; M.•.. },h........ ....... ••-•,,,,......................................................... BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS :r:.:::::'�SY;t:. ;#:.�,} .' >::�.f1.:.;.a.}.::.,::.�:.: a:::}}...}::.}:::..;::.: ::.::::_: �•f t >:... FINISHED MATER[A :��:::.<:<. GRA LDE ELEVATION .... : ..�t.. E ION ------------- FG 17 a t 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. " `` 35 •""""-"-"•-""-'-`--`-•'•"-""'--•-•"-'••`-••••••-••••••---•••••-••--••-•-•-• HP - HIGH POINT THE R �� 47 4b E TE RAIN MUST BE CLEARED* KEYED. AND BENCHED INTO FIRM NATURAL 1 b h ..................................................... . f 45 . ................................. h: 0 LOP TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 54 1j fZv f 44 43 FLOW LINE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL ' '' 42 --•-•••-•-----•-•-.••....................................••••--•••--.••-••--••••••-----• FL • a. 15 1 36 ELEVATION >a •,•,,,,. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF • ••-•-•---•••'• •••••�� } TG F A A NH FLOOR .......................................................... GFPERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD Y BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION f9/Tpl PROPERTIES* 37 FIRE HYDRANT LOCATION ..-----•--.•---.•... ....... ........................•--•-•...,.... 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS SITE -•� •••••-•-••••��•••�•-••--•�•��•�••••••--•���•��•••••�••-- ' STREET LIGHT ....................................•----------......-------..,......--------.... 16. ALL EXISTING DRAINAGE COURSES ON THE PPOJECT SITE MUST CONTINUE TO 38 DIRECTION OF DRAINAGE FLOW .............................................. ___ FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EX IST 1 No MOS 1 LE HOME PARK RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 39 APPROXIMATE LOCATION OF ELECTRIC METER ............. . [] 17+ STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ...-,...•------•.....----•................•--..,........-------.... 0 TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30` IN o a 57 WATER LATERAL AND WATER METER LOCATION ......................................... W VERTICAL HEIGHT. c ELECTRICAL TRANSFORMER s � � y�`�� TEMECULA ------------------•---------•-...-------.....,..-•-------•--........ 18, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = W = = �� NAY POWER LINE AND HANDHOLES Q 58 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOU I RED+ THE �" o LOT ~ o TELEPHONE SERVICE .............. T . ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN o� LINE. W ~ SITE ......-•................•----,..........................--•--- ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOU I RED. THE 1— ~ 3' MIN. 1— 5 U'j GRATE.. ............................................................................ Z W Ws TRACT NO, 23371-9 �••• ° ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. � �� 5' MIN. a �z � F ��, � • CCV)CL i,,� AIR VALVE......................................................................................... c, M� ca z w .-+ TELEVISION PLATFORM .......................................•---•-..,..----•-----.......---•-- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA z o 1' o w ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. o 0 3 MIN. �,o SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER. 7% MIN' -p 60 BACKWATER VALVE ••-•.-••-•------..-- 7t1A .................................................... 2i AIR CONDITIONER LOCATION....................•--•-•--..............----...............----- SHALL BE PLANTED WITH APPROVED TREES. SHRUBS• OR COMBINATION 2�y. MA CALIFAl.1F0 � THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES* 20' ON 21 j TRACT 1�1�7 r CENTER: COMBINATIONS* 15' ON CENTERS, SLOPES OVER 41 IN VERTICAL Mqx• qGOLF COURSE b 1 GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 'PO q,Q '����7 H(�' r 233 � � � � ���� � GRADING SHALL N ' PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. GRADED 6 MIN.--� LOT FG. A r�4 BE DOE W I TH A TOLERANCE OF 0. I OF THE GRADES AND 20. FINISH GRADE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE " SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. 15 � b2 CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN �,� PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE A TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 , NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL MATER COURSES SHALL BE � NOT TO SCALE �T•�• PERMITTED, 63 ESTIMATED EARTHWORK QUANTITIES 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD VICINITY MAP BACK SDWLK PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG 64 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE Raw QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE _ _ _ N0. LOTS CY/LOT TOTAL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG �r 65 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY TC LAmlid, �� - - 13 15 195 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN '� 1�• MIN+ bb • � ,� OPTIONAL r culla . .• �� I HP b7 . ; : �• Q:.: LAN FF=100.0 3 W. INDICATES LOT NUMBER I PE=99.3 2 FF=100,0 INDICATES FINISHED FLOOR ELEV. Fj 10' (TYP) 1 FF=10 0 PE=99.3 INDICATES PAD ELEV. 69 . PER PLAN 12•fly, PE 299.3 3 INDICATES BUILDING TYPE • " -..rt-MAX � 2 PLAN F � y o LA LAN -- b be lu TC ��MrN• 5' MIN. 3' MIN. r F ti W:0 10'MIN (TYP) RIGHT OF WAY _-� _ + _1/. MIN. LAN qW(A DIG ALERT PER PLAN ' ImLAN DEEPENED FOOTING \MnrQ AS REQUIRED. �, EXIST R N CALL CAUTION: '"'"• UTILITY SERVICE POINT N . CURB A D GUTTER BEFORE LD 0O-06g GR YOU DIG! EXACT LOCATION OF EXISTING TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS 1-800-227-2600 UNDERGROUND FACILITIES IS NOT TO SCALE b0 RICK G COMPANY NOT TO SCALE I�Is�,� 1 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ell������ 3050 cnIaa90 Avmn 00 Calat least 2 workin da s for to excavatin !■■■ IRversIddo, 9 Y Pr 9• VERIFY IN FIELD. �►!!'� ca �f mia 'rxol ("an 78:-007 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS, Designed by Drawn by Checked by . SCALE � ' I Drawing No. COUNTY OF RIVERSIDE B.M. T-29-01 4%cl4r EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1i2• BRASS DISK IN CONCRETE CYLINDER, Horizontal ��� �% P Prepared Under Supervision Of IN THE N,w. CORNER OF THE INTERSECTION N0.46804 _ �v' ACCEPTED BY: DATE: >.. I. OF RANCHO CALIFORNIA 0' C.L.WITH MARGARITA ,•=100' Exp 6_30_03 RONALD J. PARKS PRECISE GRADING PLANS Inspector RD. I,o' EAST OF 1.O' . FENCE, ,o• NORTH Date [J > '' OF P.P. (NO NUMBER), 94NORTH OF THE CENTER EDWARD MIG L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS LINE of RANCHO CALIFORNIA RD. SET FIBERGLASS vertical = TRACT N0. 23371-9, LOT NOS. 15-20, & 50-56 Date C It'd N I TNESS POST 1.0' WEST OF MONUMENT. `�14r 01V mp 1�• ��' F FcI� 46804 6-30-03 � _ ~ NORTHWIND � IELEVATIONs 1126.4 10 (ADJ. 9.13.02: N/A CIS c�►�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 a '�a,, 1 PHASE 5 Sheet r 1 of 2 G:\d_13212\212pgd92.dgn O PLOT DATE:25-APR-2000 JN 13212 •. v r 0000 "1 4 ' 40 &Volw o-ow 00-0 solo 25 _ � -' _ - 0-10fRA0 N04 2337J %-" JO 23 24 igp d0o 35.!Jl 0-10 molw 34.3 35.4 1211.2 �, •� � 3.3Y � FG � GF 1g 1.2 .� f 2 2 5 35.7 TW FG HP PE 11 11.9 ' -� 2 X34'3 n� 33.4 TF r 1 32• 32'0 *•12 44.3q� 32.4 FG ns _ - 1 35.1 35.1 i !- - 00 FG �0 34.0 I . �p 23.7 23. 43.07' 40.00' ��32.4 - - ;° '0 33.7 0 FL FL 4 -� �FG FG 26.5 26.5 29.7 FG r - 34.3 TW HP o I .ss - d. FG FG FG ,u ...► 32.1 FL o ! 0 23.4 �, y; 26.2 29.7 �, 0''`° HP 31.5 TF 1 33.6 I 4 . HP 926.5 5• FL 20► 21 I T _ HP � FG r 1 1 1 � PE=1235.7 1 I :. 1 22.7 TF • 29.7 TW cv 29.4 1 31.8 3 .8 P 99-0130 ; _ PE 1236.8 23.1 N 25.5 TF "' FL PARCEL E �= FF-1236.4 7. I 12•a �` FL 23.1 I S•3, is,HP 32 TW 1 1CR I I GF.12 1 cv Q FL ' �� 19 1 PA 99-013 - 29.0 TF 0' PE=1234.3 $ I 00 PARCEL A i i 5' 1 FF=1235.0 I ' PA 99-0130 1 1 I I (gam ► 15 •5, 25.9 5.r PARCEL D 3CR 5.0' PE=1223.T F L PA 99-0,30 25.8 29.3 FF=1224.4 PARCEL B FL PA 99-0130 FL 1 18 1 cz� 344 ` 1�12•� I 28.9 1 1 PE=1232.4 z - 15601FL GF='1235.7 PE_12 3.q r 1CR 16 PARCEL C ��+ FF=1233.1 GF=1234.3 34.5 1 FF_121 ,e Z i I PE=1226.5 r 1 FL 17 5'S z1 1BR 33.2 FL FF=1227.2 1 PE=1229.7 10 GF=1232.4 1 - 33.1 35.7 TW FL 1 r I r'v ► 3BR 1 FF=1230.4 31.2 1 i FL 32.9 TF w w CA WON, _ r 22.4 26.5 TW tr 2AR GF=1229.7 FL ' ° 4 N 22.2 TF 29.7 Tw 1 34 3 Tw 1 5•a 4 � � �, -, • � � FL GF=1223.7 ,,,,, � 28.9 , � o w w �!nN�' u► cn TRACT NO 2337 J 0 22.5 F ... 25.0 TF FL 1 30.9 TF J N o p GF=1226.5 1 31.1 �, ;o � :443. FL p 25.3 1 28.4 32.4 TW FL N � � `O v 25.4 FL i 01 FL 28.5 TF � '� a 20, �; .�!' F-• o 'y ;,,� FL �, N '� -n o c� 234.36 C 3 FG H N �'? v � \ y ori N "Q, N.a a MIN (BW f� © U.N ,,� N o., :� o, \ 12 TC �, ♦ 1234.18 N p % 8, r ,r; `V �, v 1 =11'00 r RELOCATEI D Y " .--' fel ~.-.------,-- �.... - 0.30 12311.19 TC v w 122p.20 58.38 6 ` 30D 1 1234 26 TC TC ' ` ' r, .�. I 4" �. 29.41 + '�' j + C Q �- �' is" �. '�a 0 1 1 RIM E L ;,r 1 'IF(C LE co C*,� ,_,. �..,...,,._... ..._.._.-, 411 2 ,� 1228.86 T �..- _ 1 L, `�� � 'r' X18.53 TC -� "� w 122.5 TC }- � � � s 1 �.� � � I r ,+ ' ' -�"--W o CURB & GUTTER oo w f moo• d .� . v 1225.71 TC - + .�- 1216.90 d r X5.3 � - I �,-� y �n 1 +' - --+ -..__.....�... �.��L-�-r �,, , r ELOATE DW � co I TC/ �, �' ..� �, 1220. TC �, - RI EL 122 52 TC ~7 �- PIN _ 13 I -- 1l.. p w -4 r ' '� CURB & GUTTER 1 , + 1223. 1 TC I o �- � a+ ;:3 TREE 0.50 `' n' °�° � � a 1 Tom♦,,, 1227.49 � o � '•,�, � w v x � 28.3; vy V) �, I + - Lo .�.�-- Top �c � ' �o � °7 . CA F7CA % i pti�1✓N ofu+ N tN.+� � N � • 01-: CZ � o 134.4 ~• (BW a �° o ': T•4 � , ' L=44.98 `� `. •�•'-•► �'_ `'� FL 37.2 TW 1B o N `i "` Cv ' N 221.0 F ��� _ 3' �, , � o v' T a 34.3 TF 4 FL '` ' , 5.1'tea°,• �'n; °' o ,�. `�' , ; 0^ �, d, '�.+ T _ FL 24.3 TW N ! 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FL 3 1 . ........................... EASEMENT 21.2 FL 24.0 FL ' 27. 1 30.1 FL 32.4 \ 6 19.6 22.0 � � - `• �`H`P� 27.9 .r, o F" \ G 21.7 �, - ,.L _ FL ~' FL o HP FL "` � r A - 22.0 28.6 Tw XIST FG 24.3 26.4 TW 25.5 TF ` - ---- - - -- 1 N HP ' � + � 32.7 v wA�� In /F� 23.5TF '�N 10 26.1 28.3 - - 33.0 TW � HP _ - ' ` � °� EXIST WALL 24.3 26.4 ` r.. HP HP 29.8TFMIN N FG \ FG - - o a h •� LA 9•g8 _ n, � ensT 2s� � fV 44.2/� . '1 1 S( o 8 - LA 36.0 FG = . o.• 35.13 3B•sq� � � � FG � 33.1 ` FG � 26.5 \ \ � � • ` FG � 30.6 33.1 EX J ST 1 NC M08 J L9 HOME PARK \ � � FG--G FG PM 6/39 � i � � 28.6 PARCEL Amono \ � FG 28.6 30.8 PA 00-- 0076 \ FGFG_spoo 0000 ,.r ••. \ rmoomp LANDSCAPE AND MAINTENANCE EASEMENT \ - •"opow � r y9 4swome MMM 0 � • ."' � WW .Pomp 7-1 `'� . •r r � SLOPE _ � \ .. r .� EXIST 2s1 r 5,1.12,' DIGALERT 10' DRAINAGE EASEMENT - 1 r I'm ` _ r g5•69, CALL CAUTION: .80' _. --- -- m - , 24.70' LD 00-064 GR BEFORE 14.47' 21.05 YOU DIG! EXACT LOCATION OF EXISTING SCALE: I'= 201 � COMMNY 1--500-227-2600 UNDERGROUND FACILITIES IS ■I" ►� 3050 cn 10090 Avwruu UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO �� `� `MEMO suit* 100 ���� R 1 vers t De. Callat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 �_• ca t corn a IRM? (9") ?8:_07=7 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Essi Designed by Drawn by Checked by Drawing No, CHEL EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal P repared Under Supervision Of Contractor W No.46804 z ACCEPTED BY: DATE: '� oa SEE SHEET NO. 1 11-- 20' Exp.6-30-03 PRECISE GRADING PLANS Date o RONALD J. PARKS Inspector vertical 4t EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 23371-9, LOT NOS. 15-20 & 50-56 F Cr IF°� R.C.E. No. 46804 Ex ares 6-30 03 �'�., NORTHWIND PHASE 5 Sheet of Date Cmpit d N/A CAI. p R.C.E. No. 19744 Expires 9-30-01 . „, 2 2 A GAd_13212\212pgd93.dgn PLOT DATEi 25-APR-2000 A 13212