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HomeMy WebLinkAboutLot 91-106 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO, BE DONE 1. ALL GRADING SHALL CONFORM TO THE 1996 CALIFORNIA BUILDING CODE. APPENDIXPRECISE ADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 91- 106 STANDARDS AND SPECIFICATIONS• AND THE LATEST EDITION OF THE 2• MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL SE = 1%. T R A C T N 0. 2 3 3 7 1 1 1 L 0 T N O S• STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED DOOK )• A MINIMUM OF 2' FROM THE .TOP OF CUT OR FILL SLOPES. ` PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2001. 000 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4, PROVIDE 50 WIDE BY 1 HIGH BERM OR EOUIVALENT 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 , y I CSA �, NAY PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PARK SITE SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH FOALS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY + SITE `'�` . 00 4 �* REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF LACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. F 00' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY of TEMECIILA'S � ,% � SITE `� � IN ANY MAY FOR THE CONTRACTORS AND SUBCONTRACTORS CoMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF r-+ wr, 4 % WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIORIA S --- CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �A�, O�tNtA �,' �� q 83 COMPLETE RESPONSIBILITY FOR JOB-SITE COND I T I ONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. .� j� 4 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY T• PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR D STORM FLOWS. � ' ,''' b5 1�� 5 ES CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. err '`k NIC b3 90 THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE e. FINAL COMPACTION REPORT WILL BE REQUIR F � � , � 6 � � OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL ED OR ALL FILLS GREATER 15 P , b•7' b 7� 7 7 C a g �� LIABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE THAN ONE FOOT. ,.' 36 -�r4 r' f...Y PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR L I AB l L I TY �C�A �,� ,' 2 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. _ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF � •' 35 b8 � THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC$ DATED N•T•s• ��' �.'' 7 35 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1995 AND PROJECT NO. 1196056-031 AS GRADED REPORT ,' 3 7 j ] UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY OF FINE GRADING AND EROSION REPAIR DATED DECEMBER 23. 1998. ,�` 9 3 b9 12 _ ca A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER TWO SETS OF THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO VICINITY MAP ,►' 2b ASSUMES NOL[ABILITY AS TO THE EXACT LOCATION OF SAID LINES THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN •' 3 ' I , NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE 30 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY 7 24 3 , ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR SOILS REPORT. [+ a 23 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 9 SITE AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE •�' O INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING TRACT N 33 ------------- ' PERMIT FINAL INSPECT ION FOR EACH LOT. •- = +�.. .... --- INDEX - MAP PHONE: (909) 694 411 .•.- 7 --' N LEGEND -6 a ;Ile ., 1 moo TOPOF WALL........ .......--•- ----------------•-.................................. TW 11. CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL 9 ,- SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING ................................................................................ TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 011`1% O TOP OF CURB ELEVATION 3 `� -" --•-------•---•...................................................... TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE � ••- ; SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. rit 2 ` PAD ELEVATION ..... ' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HASFINISHED FLOOR ELEVATION ---••••-•• -•--•- . ...--.•...-.•-.--.---.- FF BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS FINISHED GRADE ELEVATION . .. FG MATERIAL �+ •.............•-••-----------•-------......................---• GOLF' COURSE HIGH POINTFp 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PL ACED. •3 �.,, TOP SLOPE THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL TRACT ND, X3371 �q �- --------•---•---•-----•------------•---•-••-••••••-•••••••••••••••--•••-•-•••••-••••--•• TS ♦ �' SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ;• FLOW LINE ........................................................................................ FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MIATERIAL. •� '� ,;' - TOP OF GRATE ELEVATION ........... TG • f 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF ° GARAGE FINISH FLOOR ELEVATION.......................................................... GF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING MATER AND DAMAGE TO ADJACENT EXISTING ELEVATION� "-'----'.""'--"--"'---------------.`------`----•-------'---•------- (970) PROPERTIES. FIRE HYDRANT LOCATION 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT ................................................................................. 0_ FG 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TO © b BACK OF SDWLK AN DIRECTION OF DRAINAGE FLOW .............................. FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ! RETAINING WALL (BY SEPARATE PERMIT) ................................ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �•+ z ADJOINING PROPERTIES DURING GRADING OPERATIONS* W = o APPROXIMATE LOCATION OF ELECTRIC METER ........................................... LOT ~ o LAN �--- LL_ -- ""-- SEWER LATERAL LOCATION ----•........................................ 1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- ar �- LINE �; �- -_-_�- .�, ••••-•-••••••-••••••-- 7 TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE � 3'MIN. � S c 1 . MIN• ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN •Q �i S' MlN. � Cr z ,, �� NATER LATERAL AND WATER METER LOCATION......................................... VERTICAL HEIGHT. '��c' �;� �, �W _ : ,� ELECTRICAL TRANSFORMER ... ................................................................. z o POWER LINE AND HANDHOLES .... U- 00 a 3' MIN. 1' �``' .. � � c,.�o CURB •• . � ,��• � ..........--•------•----•----•--.....-----•-•---- I$. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �� e..: '� M� ' • PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE 2 • ,� •• � TELEPHONE SERVICE .... ... Q ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 2y 2r�• MAX• / GRATE............................................................... ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE 21i MIIV• ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SAX .. �� 2.5 GRADED LANAIR VALVE----••...............................................................•--•--.--•--........ Q..._. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 3� PVC AT 2X -� ICE PLANT AT 1 LOT FG. - . MAX �' 2 ON CENTERS OR ANOTHER APPROVED GROUND COVER. TELEVISION PLATFORM . (SCHEDULE 40) GRADED 6'MIN. ------------•............................................................ SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. LOT FG. LAN �- �� BACKWATER VALVE ..... SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION �- �• TYP F AIR CONDITIONER LOCTATION ..................... . THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON 1 1/2'MIN. INSTALL POLYETHYLENE •. - �`�Sr�5' MIN. 13' MIN. 0► MIN ' PLASTIC JOINT MATERIAL ' CENTERS COMEINATIONS. 15 ON CENTERS. SLOPES OVER , IN VERTICAL COVER 'QUICK JOINT'OR EQUAL - NOT TO SCALE - '`-- -- ---- --- ---, ---� A HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADING TOLERANCE NOTE PREVENTION DEVICES PER u.P.C. . CHAPTER 10-R. a -:1 A & � � LAN ASEREOU RED.FOOTING A I SHA WITH A RA 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ► . �` e . s _ s _ GRAD NG LL BE DONE TOLERANCE OF 0. 1 OF THE GRADES AND LESS THAN 1�, PER FOOT FOR A MINIMUM OF 3 FEET. - UTILITY SERVICE POINT ELEVATIONS SHOWN ON THESE TRANS RAND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0.5 E LOCATION SHOWN ON THESE PLANS. 21. THE PE MI TTED*OBSTRUCTION of Fl000 PLAINS OR NATURAL MATER COURSES SHALL BE e • e - - e ' e /h► TYPICAL LOT GRADING DETAIL RESPONSIBILITY B I L IIN NO WAY DTYTHE OF PROVIDING NGEAANCES F FINISH I SHELIEVE SURFAC THE THATCONTRACTOR PONDS PERMITTED. .. �,+ � /� . � E WILL D. NOT TO SCALE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 2'MIN, ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 9, 68 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE OPTIONAL NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE STOOP STOOP BALCONY PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SECTION B-B STOOP NO. LOTS CY/LOT TOTAL SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 16 15 240 � 2 N.T.S. 3-010- 6 INDICATES LOT NUMBER CONSTRUCTION NOTES AND QUANTITIES FF 100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR E EV PE=99.3 PE=99.3 PE=99.3 A L 1 THROUGH THE CURB DRAIN ,� 1 ARAGE 2 GARAGE 3 INDICATES PAD ELEV. 0 1 EA •S STOOP S INDIC ES BUILDING TYPE SEE DETAIL THIS SHEET SIDEWALK 2.5 .12' , 20 INSTALL 4'PVC (CL 150)W 0.502 MIN TS LF s' 71-GARAGE I 6'MIN. S • F.L. F PIPE I/2` Z./ 6'MIN. 3 INSTALL 3 PVC (SCHEDULE 40) �p LF � 20y ' ABOVE GUTTER ell FLOW LINE . . .� --•- --+ 0.5% MIN. :3 -- •- ` " "�� " , 3'X6' ECCENTRIC �_AIIIPVC 10'M!N (TYP) 19 RK;HT OF WAY U! DIG A RT . • B REDUCER WITH (CL 150) 20 r vii ~ CORE DRILL 31MPVC AT 2/ CLEANOUT49. .: CURB AS REQ'D. CURB B GUTTER (SCHEDULE 40) 30 c� CAUTION: EXIST. CURB AND GUTTER ,r, BEFORE N LD 00-009 GR YOu DIG! EXACT LOCATION OF EXISTING THROUGH THE CURB DRAIN DETAIL BUILDING FOOTPRINTS 1-800-227-2600 UNDERGROUND FACILITIES IS 1 RSC ENUMMMM COMRWY �a MERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO N.T.S. NOT TO SCALE Sul"Ch100 loW Avwwo .. �1�,% orka pr to nccavat VERIFY IN FIELD. . ca I I tarr,ra saessf n..: fa-err► CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: V f ESSI Designed by Drawn by Chocked' by �• oa1NT�r OF R I PERS I DE s.r. T-2l-6 1 EH/EMR EH/CAC EMIR RECOMMENDED BY: DATE CITY OF T DEPARTMENT OF PUBLIC WORKS Controctor 2-1/2• BRASS DISK IN cdrerWTE MINM* Horizontal Plana P ed Under Supervision Of N. IN THE N. CORNEA OF THE INTERSECTION ) NO.46904 ACCEPTED BY: DATES b8 i0 0 OF RANCHO CALIFORNIA RD. W TH YARG1IR I TA •- t � Z Z o a PRECISE GRADING PLANS NO. 1.o' EAST OF A T.o' C.L. FENCE 4o' NOTH 1 -200 Exp.6-30-03 Das �' RONALD J PARKS Inspector OF P.P. (NO MAER) !4' NORTH OF VHE CENTER • LINE OF RANCHO CALIbRNIA RQ. SET FIBERGLASS Vertical EDWARD MICHEL TICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2337 1-11 Date. C R'd ■I TNESS POST 1.0' NEST OF MONLKNT. �}'r CIV 1�•• �! - . mp F 46804 6-30 03 LOT NOS. 91-106 (SUNRISE 2) SEE ELEVATIONS 1126.4Io (ADJ. !-I S-a) N/A ole Immov R.C.E. No. Expires R.C.E.No. 19T44 Expires 9-30-01Sheet 1 of 2 9r\d_11 \212pgd6e.dgn //e PLOT DATE:10-FEB-2JN 13212 _ . r _ %!'•. �22b.1 �` w X15t 2s� SCOPE 33' 39. � E X18. 'a39.7 _ - G Tdow , 1, 38.9 FG - ' 39., .o . 5 -8FG �- �o � / HP - ,0 b' 38.9 FG / 1 � b2.3 FG � � 3 5 38.9 '4 - _ 9.0 illillillillillllllllIIIIIIIIIIIIIIIIIIIII 37.8 38.1 � 38.6 38.6 1 FL a� 1 A� 1 FG FG N HP HP 39. 97 , ,o HP �' _ _ _ _ FL pE=1239.7 o- - - -- _ 3A.,,' 38.1 we .4 38.0 TG 38.3 1 FF=1240A 38.1 FG �� r �I 37.3 FL FL 3C 51 FG I 1 2'1 37.3 38.1 aw 37.4 96N 37.8 �` 37.4 F 38.1 38.2 PE=1235,9 1 QF=1239.7 'S O, G FG�I .� HP 1 FL L FF=1239.6 1 RI 'S52,1'r 62.2 M0 _ �' 94 FL 95 FL 1B "' -M T • 38.6 2 - 37.0 �� PE=1231.1 PE=1235.9 r FL 1 HP 1 FF=1239.6 6.0' 1 FL / 37.3 FF=1235.5 1 1 � • � •..� � 3T.� T 1 3A r � �, �• 02'=C 38.8 FG _. 36.1 F 36.6 37.3 93 1 2C .� A .w, \ FL FL pE 1231.1 r GF 1235.9 18.1 F�� 36.5 2 FF=1238.8 0 1 -" v+ ,•? \ 37.7 � s - ♦ 1 _ _ FL 1 3B 1 3T.T GF=1231.9 2 FL �� \\ 27.97 F 35.8 92 1 = 38.6 - - - . m \ .� GF 1235.1 FL 37.8 n I 38.61 5 _ c PE=123T.3 �C 28.11 HP \ FF=1238.0 36.9 FL HP ;; v� TC \ \\ FG � , 2A 11 W=1731.1 r 36.9 FL 1 1 ..:d tO �, I 38.83 \ 1 35.4 1 37.0 1 FL s "I1, : .� ,,` c� ------ `" �; iu- < TC • \ \\ 91FL , 36.9 FL M P- o �- _, r p� c \ 35.E _ � ;� GF=1237.3 I FL � � � � � � �, N � � \ PE 1236.1 -� RELOCATE I �P FL _ 0 36.1 �,, a - , .4 � � _ O FF-1236.8 \ •� \ FL 1 ..�- • � _ 1._29.58 DRIVEWAY WAY I �y _ ---� 3C N \ \\ -o\ Q 1 36.0 1 f +'' T - � 38.57 / \\ - - ■ - �+ 3T"62 \ �'� GF 1236.1 ` FL ,� �, •8 C, w I RIM qr 3�.9 .. 37.16 o TC f / S \ \\ - ` 36.7 �? IX ": 0 1 t �• I 14, \ ` 3,.9 FL •^ J► E p '� I ,n N . TC FL ' -a / E'C \ \\ \ � ` b `r CU�Rg 6 GUT + TC 38.57 r(° ��►\ �� FL i ` w +55,00 �-, 36.31 I CoA---- -'� M �� 0.80% .� Q' 31 _ l' _ TC �.. -- RIE Tc �\ 32.E Q, o D _ - - -` \ \ \ FG 4310 AL - 36.% � � , .� V Y � - 1 _ 12,0. \ •y 12 .a.-- -n �r+ 35.7 S c� �jGRES r "� I 30 I - 37.10 R[M I P% v Ie 37 92 �- , FS \ - o \ '� r,. .�• N 36.53 + Ie �° - m+ �° o + CO C \ 3�.0 r TC �, r- `}° ac TC 1 1 ♦ 7 _ TC 1 • Bw :�► a► \ \\ .32.27 - .. .� �, T "' v TC M T T \ •9 `C : •.' : 23.1,x• 3� 6 f N � �'� -� ao •: •: c .. . .. .. . .. ��- 1 1 CP .94 TC 100 \ •. _�S ;" - .- - •. J49.4 , `• 1242.0 TN 16 � 62 50 .n � � N - 40.8 . "' % �' 1239.1 TF ` \ Cm OPP -'- b �'` °� �. :. = N Vi �, iv {� ' • Li. • , N . V::: .....� FL \ 1233.38 TC , x0 00 \0I ` + �', c> cv - r~ 01...m....-- r- '� "' �.. 39.4 1 40.7 1-01 \ RIM EL ,r ` +, i o 1 r 1 38.0 38.1 1 1 39.1 39.2 1 39.5 1 1 - �' _ .� ...�_ .�...� 1 37.2 1 1 FL 1 38.2 1 FL 1 1 FL 1 tiF=122.0 \ � _ . -n 1 1 1 1 FL 1 38.1 1 FL 1 1 _ 1 \ �.. 33 61 Jim, �' 1 37.2 37.0 FL 1 1 GF=1239.3 FL FL GF=1240.4 -124O.T r \ \ :• - T` 37.1 1 1 GF-1239.3 FL FL 'Z7 - FL GF=1231.3 1 6F=t235-3 1 5.0 1 Qo d0iY '�o 6.0' i � 6�5 5.5' 1 1 98 F� �` ► 1 1 . , 10 1 100 , , PE=1242.0 , ,► - 1 1 102 PE=1240.4 1 PE FF=1242.7 h;o 0240.7 B "---.� �'.�' �` GF=1237.4 1 104 1 5.5, 1 �� PE=1239.3 FF=12 0 0 38.6 1 FF=124t1 1 FF=124 2AR 4�3 pE=.235.3 1 103 1 1 FF=12,0.0 38.6 FL 2BR ,1'3 F •, v $ `'�' , FF=1239.0 37.6 1 K=1235.3 1 38.6 2CR 38.6 FL 3A 39.7 39.7 40.0 1C X0.0 FL L -yN A.9 _ F 1 37.6 3BR FL 1 FF=1239.0 FL FL , FL FL FL FG EXIST 2:1 SLOPE OF-1236.2 11 FL 1 37.5 1A 1 Li �9 Li1 1 .� ► �. 105 ► 1 FL - L � I � L � 1 1 1 12,2.0 TW , PE=1237., �o ; �-- - - - - 1 1239.8 TF FF=1235.1 .1 - - 1 37.8 ` / �► / I - - - -- 1 11R F� �� 1 FL �_ _ _ _ _ 39.0 ' ? 106 36'1 '- / 39.0 `^. HP 141.7 s _ ,0.4 a� PE_1236.Z 35.5 �� •, 38 o FF-1236.9 - - - - - Hp �o ,o,, � HP HP 37,1 co HP 38.0 38.3 39.3 39.3 Hp 40.T 42.0 42.0 2BR F / '� j 38.3 HP 39.3 9.3 FG ,0.� �0.� 4O.T FG % FG 3 5 HP 38.3 FG F FG FFG FG FG FG V� F� � J FIG lee aw FIG qr 37.4 NFG 6- til '13 rl. pop FIG o, .n �► co , 36� • OPP a; jp EXIST 2:1 SLOPE � �V EXIST 2:1 SLOPE L=46.09' 44.58' 53.00' 52.00' 51,500 I 115.09' DIG A RT �,,:�b• ' TRACT N J d 29033 - ! �- CAUTION: :��.�� 00-009 BEFORE �- LD TOU ING! EXACT LOCATION OF EXISTING SCALE: 1'= 20' KX qGR4EMWC CnVfl*M 1-800-227-2600 UNDERGROUND FACILITIES IS _ vwwo UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 00 A Calot bast 2 working days prior to excavating■ VERIFY IN FIELD. co 1 tarn to a"? ate, M-er01 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESSi Designed by Drawn by Checked'by �• • C EMIR EH/CAC EMIR RECOMMENDED BY: DATE: &9909-0 CITY OF. T DEPARTMENT OF PUBLIC WORKS Drawkv Contrvctor Horizontal �% P P pared Under Supervision Of 9No.46904 Z 18/0 o . ACCEPTED BY: DATE: SEE SHEET No. 1 ,•=20' Exp.6-30-03 Date Z.-2. b o RONALD J. PARKS PRECISE GRADING PLANS Inspector DWARD MACH RATICAN DEPUTY DIRECTOR OF PUBLIC. WORKS Vertical , CIV& �! TRACT N0. 23371 11 Date Chip If'd NSA ATF a�• c.�,��fc ' R.C.E. No. �680� Expires 6-30-03 R.C.E. No. 19744 Ex Ire: 9-30-01 LOT N 91-106 (SUNRISE 2) Sheet ofp2 2 jp\d_13212\212p9d61.dgn PLOT DATES 18-FEB-2M JN 13212