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HomeMy WebLinkAboutTract Map 31898 Lot 31-62,82-97,110-117,122-125 Precise Grading GRADING NOTES: 1. ALL GRAD/NG AND RELATED AC11N71rS SHILL CONFORM 70 TH£ GRAaI'NG, MSA7N & SMMENT CONTA71DL ORDiIIWNCE NO. 04--04, AND /F APPL104BLE, TO STATE WATER RESOURCES CONTROL SOM CITY OF TEMECULA, CALIFORNIA NPDES GENERAL PERMIT FOR CONSTRUCT ON ACTM77ES: 2. BIUILDMING AND AND QYP4016T SWALE SLOPES SHALL BE A M/NIkYN OF IX DAWN4GE SWALES SAWL R CIS G ADING LANS BE A MNAMUM OF 0.2' DEEP AND BE CONSTRUCTED A MIN/MUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. RNISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS TMAN 1/4REDHAWK PARKWAY PER FOOT FOR A MINIMUM OF 3 FEET. TRAC N 0 0 318 8 K PROJECT SITE J. & cur AND FxL scSLOPESSI>�4cL � 2.•1. a, 4. PRbV1D, AS ,4Fft .4&& 00bVI MV BPl7W DITMfN DIESIIGNED rO COMEY 100 YEAR STORM AtOMS L p� OR PRIOWX GRADED BERMS, ALOW THEW OF ALL GRADES SLOPES OVER J' /N VFR77CAL HEIGHT 7 �, � REDHAWK PARKWAY OR 7hAT ARE ALLA CENT TO GRADED AREAS 70 DIRECT SURFACE RUNOFF AWAY.FROM THE TOP SLOPES — — — �°FO, MAHOGANY PARKWAY NORTH PHASE 3 LOTS JI -46 90 97 PHASE 4 L OTS 47 62 82 89 AND PHASE �' LOTS 110- 117, 1 �, 3. ALL ARADMI'VG SAWL BEDYJNL� LAVER TWSLJPE7RV15'�IDW OFA RE'GI5IFRED CAVK E]VIGINEFIP, SOW � � WOLF VALLEY ROAD EAWACER, OR ENG/NEL7'/MG GEOLOGIST W7V SHALL CERTIFY TART ALL FILLS M W BEEN PROPERLY Y PLACED AND M'MO SHALL SUBMIT A f7AWIL COMPAC171ON REPORT FOR ALL f7LLS OVEi'P 1 DIEEP. Zar � r�� _ _ _ SHEEM �0, 293a,��� Lar 6 A REG DEPARTMENT E�FI�0►� rC0►1/PL T YE OF OF 7E GRADING l X O �B +3 �/�, J' 13 TRAC �' No 2' RAINBOW CANYON PARKWAY ACCORDANCE ,SET 1 - TTTLE SHEET `� g���--1 MITH THE APPMOVE-D GR 01AIG PLAN PRAW TO ISSUANCE OF THE BUILDING PERMIT. B 3,50155—�� 0ER77f7 A770N SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES SWU 2 - S7REET SECS, OMOIX U01', CONSTRUCTION MOTES', & OtAN 111E'5 +► �C� 7. f1IWL COMPACT0V RLFPI W WILL � RE-QUIRED fOP ALL FILLS WEATFR 7AMN OWLS fVOr SKET 3 - LOTS 90-97 _ � .._._._ � � � � MAP SHEET 4 - LOTS 31-38 _ _. _ ...,_ 1 MOMS G"PG.979-D5 d ALL AWW SMALL AF DIOALF N COWORMOINCE MYTH RECO&MAL14TIONS OF INE" SOILS SHEET 5 - LOTS 39-46 ;, .� � � � . � -.- ;.- �... R %4" SHEET 6 - LOTS 47-54 INVFSTI►Gr4171ON BY PFMGEOIFCHNIC 1W. (PROJECT Ab 400622) LIATED 9-20--01. 7*V SETS "" � x OF THE fTAG4L COLI/PACT/ON REPORT SHALL 6F SUBMITTED 70 THE PUBLIC WORKS DEPARTMENT WHICH SHALL MICLUDlE fOL/NW170N DESIGN RECOMMENLIATICNS AND CER17f7C4170N5 THAT GRADING SHEET 7 - LOTS 55-62 CONSTRUCTION PHASES 3 4 AND 6 HAS BEEN DONE /N CONFORAONCE MYTH THE RECOMMEND477ONS OF THE PRELIM/NARY SOILS REPORT. SHEET 8 - LOTS 82-89 Lar 14 TRACT Na. 29305-1 GARAGE 9 THE CONTRACTOR SHALL MO77FY 7W PMWAC OORKS DEPARTMENT AT LEAST SHEET 9 - LOTS' 110-117 4 ► � -- `� .� /IIB �354/�5 �8 f, ,. v � �, 48 A�90URS /N ADVANCE SHEET 10 - LOTS 122-125112 r .... REQUESTING f7N/SH LOT GRADE AND DRAINAGE /NSPLFC71©IV. 1N/S /NSPIECTION MUST BE APPROVLrD � , PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SHEET 11 - HORIZONTAL COtrVTRbIC PLAN - PMM.SE 3 I „ K a Lw n EXPANSION LIr 1 ` ~ - �. PREMOLDED EXPANSION SHEET 12 - HORIZONTAL COhITROL PLAN - PHASE 4 I u► L ! ._ " ,�- �.. JO/Nillf JOINT FILLER PUBLIC' #VRKS DEPARTMENT AWNF 9109 694-6411 SHEL�T 13 - HORIZONTAL CONT)7�OL PLAN - PHASE 4 1, � I � { � ur w I - �,� .:.. ... � , , � � 10 CUT AAO FILL SLOPES' SAWL BE P41O7FCTED #PH A COM&N47kN OF ERIOSAON AND SED/JNENT SHEET 14 - h►OVP/ZONTAL CONT1410L PLAN - PHASE 4 '., ' LOT �` " - 3 EXPANSION ]DINT SHEET 15 - M�/ZONT/�L LrV/1!/�VL PLM — TTiI�JL 6 �WGLJ. A �/ I AW �� CONTRIDLS TO PMP0IFCT THE SLOPE f1P1OM EROSION AND INSTABILITY DURING THE GRADING PHASE. �� A� � a � ����� �� SHEET 16 - HORIZONTAL CONIIPDL PLAN - PHASE 6. - ; 11. POST-GRADING ACWI LES SHALL INCL UDE, BUT NOT 70 BE E LIMITED 70, INSTALL/NG, WERE PE APPLAC 4BLE, I ss� arm LR w e ca I Mrs � � -'- � i " GROUNDCOVFR, TREES, SHRU S, OR A COMByM7769N THEREOF /N ACCORDIINCE WITH C/7Y CODES ° 1 R 118 PR/OR TO THE APPROVAL OF f7ML INSPECTION. SLOPES OVER' 4' /N WRT/C& HEIGHT SHALL HAVE I � � � � PERMANENT IRYCA770N SYSTEMS MITH B4CKfZOW PREY A TON DEVICES' PER THE U.P.C. I f u,r, WEAK NED PLANE > JOINT 12. fKL AMTER,IAL SHALL MOT � PLACED 0W EXISTING [BUND UN77L THIS GRIOUND HAS mm CLEARED I ) Y'✓ OF M'FEDS, DEBRIS, 7ORS6W, AND OTHER DIELETRNOUS MAT AIL. IF 57FEP SLOPING TERRAIN OCCURS C I I UPON WHICH fTLL lS TO BE PLACED, THE 1FRRA/N MUST BE CLEARED, KEYED, AND BENCHED INTO 1i01 Lor). ��� i Aw f7RM NATURAL SOIL fOiR FULL SUPPIORT. A REGISTERED CML ENGINEER, SOIL ENG/NEER, OR ! 1,YJ.- ti ry r Cir ry.,r ENG/NEER/NG GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. LEGEND LR. �, PANSION 13. ORi41MGE SAALL � PJRIONDED UNTK PER�I44NENT DRAA14GE S71P1aICTURES ARE INSTALLED. PR07FC77W MEASURES SHALL 6E IMPLEMENTED TO PROTECT ADJOIN/MG AND DO#N57RE4M PRIOPER77ES' BF - BACKFLOW PREVENTER - - -- wra vrw �,N ,a,I,,;J �� �"� L j JOINT EF - DEEPENE F T � - I ' "t ° I � � FROM SIL T DIEPOS/TION AND PONDING WATER DUR/MG GRADING OPERA 77ONSWATER DU. D FOOTING C.J �� �w Iff w ,,,,, ur U �' PROPERTY WEAKENED PLANE JOINT DW - DRIVEWAY Lww LINE N.T.S. 14 DUST SHALL � COYV7ROLLED BY MEWX APPRIOWD 8Y THE CITY EWINEFR. FG -- FINISHED GRADE cor r FL - FLOW LINE - - - Lw a ur w L/r u �..,� ° ur N �w ° A�M��° LR cars ` Mr Lar AI/ 11r It 15. STAAffY C&CLKATJIANS MPH A FACTVR-01-S�IFE7Y OF AT LEAST ONE AND f7VF-7ZNW(1.5) SAWL FS _ FINISHED SURFACE � I � � I . wru - - - I � �4 CONCRETE DRIVEWAY NOTES BE SUBMIRED TO 7HE PUMV M'I�RA(S DIEPART 4E7VT BY A REGISTERED CML ENG/NEER, SOIL ENGINEER GB GRADE BREAK _ � GF -- GARAGE FLOOR N.T.S. I. EXPANSION J0/NTS TO BE INSTALLED AT GARAGE OR ENGINEER/NG GEOLAG/ST f?7R CUT AND RLL SLOPES OVER 30' IN VERTICAL HEIGHT. I � � „r„ �,w � ° ur�r � AND AT PROPERTY LINE. HP - HIGH POINT ~�-a 16 A REGISTERED CML E,NGi►NE1�1P OR LICENSED LAND SURWMR SHALL SUBMIT CERT7frATON OF INV - INVERT I � j' ° LR aorw �' iar ,�,w TC �- TOP OF CURB I _.. - I LRw S 2. WEAKENED PLANE J0/NTS SHALL BE INSTALLED AT BUILDING PAD EZEYAIX�V. M�,IE7PE SPEClf1►C ELEYA170NS ARE REQUIRED, THE EZEVA170N (WITH RY:S'PL�CT I Q) 5' INTERVALS BETWEEN EDGES. INTERVALS MAY BE TO MEAN SEA LEVEL) SHALL 6E GIVEN. lF AN ELEYAIX)IV NYTH RESPECT TO ADJACENT GROUND TF - TOP OF FOOTING �'r9 LLrw I ° - ~ aw�` VARIED AT THE DISCRETION OF THE CITY TO ALLOW SURFACE /S REQU/RED, 11'�E ACTUAL DISTANCE ABOVE THF ALWCENT GROUND SMALL BE GIVEN. TG - TOP OF GRATE I p 8 ° �� MATCHING OF JO/NTS /N ADJACENT EX/STING TW - TOP OF WALL I - LRM IMPROVEMENTS. 17. IN OSAOMV AW SSE7JYAIFAIT CONTAX: TW PERMI77FE SHRILL ABIDE 8Y TME RE-QUIRL�A/FNrS OU7L/NED /N I ELEV. PER CONCRETE DRIVEWAY --•-`---i - TRACT BOU N DAR'Y � � ELEV. PER I THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDIMNCE NO. 04-04 THROUGHOUT - RETAINING WALL (BY SEPARATE PERMIT) I rr — — PLAN � OR PAVERS PER PLAN PIAN THE DURA170N OF INE PRC/ECT, INCLUDING ADHERENCE TO 17�/E STA1F NPDES' PERMIT FOR ___ - I ` ° ° ° ° ACT BIOIfiI�DARY , Row �T _ C5 CONSTRUC770N ACTM77ES, /F APPLICABLE. FLOW LINE ..- - - - LRA I , , SIDEWALK IS PROPOSED 'J` + LR I LR LRA LR LL!.>r LR R I ' �:'T - T T - SLOPE (2:1 MAX.) I it I Lws>r LI i 'r 18. EX/577NG DRAMUGE C`Ob#?MS SAWL � 70 RhYC7110N DUi'IMG THE RAINY SEASON Ab I - � I ' l. �� W � LRu � 0857RUC77ON OF FLOOD PLAINS OR A(ATURAL N07FR COURSES' SHALL BE PERM/77FD. 9� - LOT NUMBER � I I arm W a 19. ALL PROPERTY CORNENS Sh ALL &r CLEARLY L*ZAEATFD /N THE R7EZD PRVR 70 C1AN11/E714CEMfNT OF PLAN61 HOUSE PLAN TYPE �/ LR! Lars, LR s (ar�r LRW ur,rr ra,ir AT "r La►ar ur.>w Lar LR LRw i s fF 1109.67 - FINISH FLOOR ELEVATION LRw LRw I 0.�, n If W ANY CONS7N[�ICC7]ION/GRADIArIG. J PAD=1109.0 - PAD ELEVATION � _ � - - AV- INE PfAVl�7FE MUST OBTA/N AN fft) 1�4C/&FA T PERMIT PRIOR TO ANY #VW M�'7H/N A P9USLAC TOP. -- TOP OF PIPE _ _ - 0 r io RIGHT-OF-WAY. BOT. - BOTTOM OF PIPE LST NOWARY f �I Cq F 21. APPRIOw 01F /HESE mAw BY 77c a7Y aR I75 AGENTS ARES' Aur firmw 7NE APPLA^a1NT AND ASS' C.O.T. - CITY O F TEMECULA LOT _ __.. _.._.__ _...__. ._ , 1s rR��r N�. �9�a� 1 . _ . IfiraLF' R �X DRA/NA lye CRA IME ENGINEER f141011/ 11yE RE'SP1'>yVS/6yL/TY f77R ThIE COYPREC170W OF ERRORS OR 011//SSIOAiIS DISCO � DURING C�DIVSIRUCI7AN. [�N REQUES'T, THE APPROPRW lF PLAN REVISIONS SHALL BE PROMPIZ Y MR 350155-78 G' M SUBM/TIED TO THE C17Y EWINEFR FOR RL-WEW AND APPROVAL. 2' _ RESIDENTIAL 12' MIN. �o' IrIAIt 2 12" . LIP 1/f 22. INE /S tAycE DIF THIS PLr1PJIMT By 7H£ Cl7Y OF 11�MECUUI Dou Nor lA#y Y OMP PwwDIE ANY 1 1/=0 WN. 7 PWC WHM>~'OMA r cmw � V VE,�P�Lr�w a ,�s,�uc,� �► L"L�tl CLEARANCES' FROM STATE OR FED1ERAL AGENC/ES' REGULA77NG 7NE PROWS/ONS OF STATE OR FEDERAL CFADM T`�Q� NOT M OUA J� s:� •{ : -... -; ;. tet . i� r �p ENQAMGERED SPECIES AC15' OR WA1E7P QUALITY RL�GULA170NS. THE COM7PACTOR/OWIVE7P/DEYELOPEi4 /Srt or Pw 11r A" -42LE r �l:-,• ,.: --M =-: ,-.. •��;. , RESPONSIBLE FOR OIBTA/NM4G THE APPRIOPR14TE CLEARANCES' FROM TNES'E AGENCIES' PRIOR TO ANY 19 EA. ~'' ="' �.:'r:�_`' •�" '.�{' .. r�eovE �ur�t � � o SITE D/57UA94AUES OR GRADING. Q1 CONSTRUC'T PI?lVA 1 F DRA/N 7N UGH CUR1g PER C.0.T. S1D. .�.� ,:;,•- FUM/NE ei.E < MODIf7ED PER DETAIL SHOWN HEREON. •, r�T CLEV. A � 23 F, Dk AYNG hION,, CIAM4ft ARE MVW SA,MLL aF ANL7TD OR DIVEIP7FD Q2 INSTALL 8" CUSTOM DRAIN &/SIN PrR NYLOPYAST 28� mGm OMP EQ1�L 89 EA. s- s- ° i � � �� W "' INDEX MAP 1. RESIDENII'AL C0A67RW7X1W SAWL BE /N THE IMMEDW TE AREA WI�,�/LEA QUAL/FIFO ARCHAEOLOGIST EVALUATES' INE FINDS AND MAKES' RL�CDMMENL�4TK)NS. ~" ��- 520-C-250�D CIDNCREIF n /N AMT10N, THE DEYFLOPER WILL CO�ORDIMTE WTH THE PECHAArA 84ND OF LU/SENO MISSION /NDANS TO ALLOW Q INSTALL r PVC (SDR 35) 2,577 L.F. SCALE: 1"= 100' '����� �-- a A REPRE5'ENTATTVE` OF THE PACHAING4 BAND TO MONITOR AND PARRCIPA77OW /N ARC84IFOLOGICAL INVES77CA77ONS �:'�':*` � �s 2. 7�0' OF RAL hEl►GHT CURB ATLFlX/IRED Bf7MEEN i s-�; IF AND WHEN RESOURCES ARE ENCOUNTERED, IA,ICLUDING PAR17CIPATON /N DISCUSSIONS REGARDING THE 4 CONSTRUCT DECGY�A1]'VF PAVER P9E/P AMNUFAC7URFR RECOMII/ENL 11JViN. 25,447 S.F. �, DRIVEWAYS NPH/N ANY ONE PROPERTY fRONTAGE. z DISPOSIMV OF CULTURAL ITEMS AND AR77FACN Q COINS'TRUICT CONCRETE RES/D�ENTWIL DR/VF11AY APPRl:�4CH 2,389 S.F. , A' a PER C.O.T. STD. 207. MODIFIED PER DETAIL SHOWN HEREON. '"" N.T.S. au. s nuc cscfeou�.E�1 w EM FM PLM 3. IMyEIPE,481012 LIMITIVVIG SLOPES' CAN MDT 6E` MLT 0 24: MWD AV.- 93303,30152 BFCAUSE 01F HfVW OF CURB, D�EPRES'S SIL7IEN'ALK z © NOT USED S.F. UN77L SAID SLOPES ARE o8TAM/ED LanQ701AAL 25 SEF APPROWD "WALL AAO A7� PLANT FW YARD AAO PEIP/MMR WALLS AND FEWES. Q T COArREY DRAEWAY (5210—C-2500) PER RETAIL SA>40W A1EWOMN 9,286 S F. lLEYA SLOPE OF WVPED AREA AaACENT 70 DRIVEWAY SHALL MDT VARY MORE THAN 5Z FROM THE LONG- 216 RETi4WAIG WAILS SAWL AF PENW77ED SEPARiATEL Y BY THE BUILDIA�G AAV SAFETY L EPARTi&W.. ® c�av mucr CONCRETE RLFsl&cw�c mmmoY APA�ACH P& c.o.T. STD 207 1,688 S F cuRe GUTTER 17UDIAW GRADE LINE OF THE SIDEWALK. 0 W � SEE` C.O.T. STMIDNRI� Ab. 2� f nYP MODIFIED PER DETAIL SHOWN ON SHEET J. EXPANSION 27. 17�1E" f171CLOMMVG LO15' A>I�14E ENI'MAIC'ED EZEYA1110W.• ,� 36, 41, 44, 49, 52, 56, 57, 60, 62, 83, 84, 121D, 123 �'J INSTALL 12" PVC (SDR 35) 16 L.F. FINISH FLOOR ugIfNT DIETA/LS ; AND 124. 1� INSTALL 3" PVC (SCHEDULE 40) 137 L.F. MIN. MIN. EXTENDED FOOTING (EF) I 5 RESIDENTIAL DRIVEWAY APPROACH g EARTHWORK QUANTITIES: Q INSTALL 24" DRAIN QAS/N PER N)20PYAST 2824AC24 OR APPIRMW EQ+L�IL. 1 EA- r PAD N.T.S. co " 00 FINISHED GRADE 2% MIN. I CUT = 3,000 CUBIC YARDS (50 C.Y./LOT) © CONSTRUCT 4 P.C.C. AA/PDSCr4PE WITH EXPANSION A YNT AT BOTH ENDS 1,387 S F. r --v PAD 20X MAX. FILL = 3,000 CUBIC YARDS (50 C.Y./LOT) AND WEAKENED PLANE JO/NT AT MAXIMUM 5 /N7FRVALS. 12" MIN . FOOTING DEPTH PER 0 BENCH MARK BASIS OF BEARING STRUCTURAL PLAN Underground DESCRIPTION: RIVERSIDE COUNTY 600-62-69 1970 SWALE Service Alert BRASS DISC SET 1' EAST OF CONCRETE POST DESCRIPTION: cc THE BASIS OF BEARINGS IS THE CENTERLINE OWNER/DEVELOPER: of 5outhKn CalHornia MARKER STAMPED 68 RESET, 2.9 MILES S.E. ALONG Call: TOLL FREE PALA ROAD FROM POST OFFICE AT TEMECULA OF PALA ROAD PER RECORD OF SURVEY WILLIAM LYON HOMES INC. 3 BOOK 100, PAGE 28, IE W45'28"w EXTENDED FOOTING DETAIL SIDEYARD LOT DETAIL 1 -800 29' N.E. OF THE PAVED ROAD 5' N.W. OF TEL 1 1800 STERLING AVENUE, SUITE A %, POLE NO. 6295, C.W.T. 3' S.W. OF 36' CONCRETE RIVERSIDE, CALIFORNIA 92503 N.T.S. N.T.S. ' 005-476R m 422-4133 STANDPIPE. TEL. 951 637-2260 1w�o w�oRcMc dnYs eeFol�E Lou ac ELEV. 1039.378 TEL. 951 637-2251 L D 0 5—0 6 7 G R 0 o, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: T h e Keith Companies PLAN SCALE QRp�ESS/ , CITY OF TEMECULA W) Contractor ��``�o �' ARqF " RECOMMENDED BY: - 7 5 05 DEPARTMENT OF PUBLIC WORKS Drawing No. S Inland Empire Division PROFILE SCALE DATE. iQ o Inspector No. 057835 22dg�0 CocbA �», � �. Aw Nby. CA 92553 (951) 697-8.7010 TRACT N0. 31p9� SEE ABOVE Exp, s/30/os ACCEPTED BY: DATE: � � � Cortr!plsted Plans Prep Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS a DEPUTY Ol v I� ��r Date 2Y01/05 -. DRAWN BY: DIRECTOR OF PUBLIC WORKS CONSTRUCTION PHASES 3, 4 A N D 6 a �` CAL\i R.C.E. No. 057$�5 Expires D6-30--2006 DESIGN BY: 197 930 os s- OvIsevOwn ��b P CHECKED BY: R.0-E No. Expires TITLE SHEET Sheet 1 of 16 ; J` 'f- Jr— J./J `a CT ✓ 76 __.� _______rye_._.-��._ _ VO, 9,3`05--­ Z.z 38 r-j .eery_ = a. J, LOT 76 __ _ - __ _ J 01 J J J L.Ir7J k%.wOoo' A 00 " JJ_ - _ _._.__ __ _ — - I . 4- - -- I -`ft50100 LOT 77 7j 37 LOT 75 10 �, rte-y - - w"^^�. MOM Lor IAV OT 121 MODEL ................................... LOr r Bmwmy0 * LOT 74SLOT 12 W LOT 72 1 36 4 _ �jJ zor 128 _ - _ _ - _ T 7f MODEL ILOT I lit I L LOT 73 LOT 71 REC. AREA LOT _ -.--j T7 D or or �OT 11LOT i A 2� 2 35 1 WASE SOILS 0 I LOT 4 LOT 5 f LOT 68 LOT 70 t IRW 34 h RHA �111101190CNO CO3WT ­­----­---­--­ LOT 3 LOT 6 LOT 69 LOT 67 1—— -gig& 33 a -A L4 Ij LOT 7 LOT 9 0 LOT 66 LOT 78 ff it I LOT 105, LOT log LOr AP I LOT 79 LOT 64 LOT 106 or fly -J - - � � �....._.�...__..___.......___..._..__-_....._ � i I I �-._._..__.__.._.y._.-- � 117 ILOT 1041 -------r-- 32 L LOT 10 LOT 8 LOT 65 LOT 63 9 n LOT 103 LOT 81 LOT 80 LOT 106 U LOr 114 !LOT 10; LOr 113 07* 1 LOT 102 LOT 11 LOT 13 LOT 82 (Z) 31 1 LOT W 8 _._ _ 10 LOT 94 LOr LOT 101 LOT 14 LOr 81 LOr .95 LOT 12 0 LOr AY I L-q LOr 87 LOr OT 100 ---L-r LOT 59 Lor N x 30 LOr &Y PHASE SHEET 7 1 1 1 2 I �J -­­ __ _ _ _._ T LOr 58 LOT 17 LOr 55 1 29 0 Lor so c� LOr 84 Lor 0 LOr N Lor 91 1 LOT 98 LOr &F LOr Lor LOT 99 I ' PM- 4 ------- LJ-11 LOT 6 INDICATES ENIAVCM ELEVATION LOT 58 © 2 LOT 18 0 LOr 572a � Ij z 0 �E�S COURS/X T— low ------- ■ IM LOT 19 LOT 21 ---------- MACr 17~ARY A?7 0. 0 0 0 0 LOT 20 LOT 22 z f Lor Jy LOr X LOr 54 10r 53 or a LOr LOr 46 Lor 45 Lor j7 LOr 40 Lor j? LOT LOT 29 LOT 30 + ! Uj 25 LOT 25 LOT 23 r 8SH� 'T 6HEE 4 %Wo 0 %W8 11"t 1'W# LOT 51 LOr 50 LOr 49 LOr 44 LOr 4LY LOr 42 L01* 41 LOr X LOr Z LOT N LOr U LOT 2� LOT 24 25 LOr 52 k4i' LOT 27 LOT 26 j SCALE.- 1 =50' Z� J ulk, r f1f, Vwpmw ja� domp" NNW Z ME __.__ ___ ._ cr jyc o --,I loft) f VA V-1 __. __..__ .____ TR, 9/ -/ NJ 7 TRACT Bovwmy r7o JD I jr LD05-067GR ch CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE CITY OF T E M E C U LA AR <r, DEPARTMENT OF PUBLIC WORKS Drawing No. Contrwtor 10 4 Inland Empire Division PROFILE SCALE RECOMMENDED BY: A4 DATE: 0 i� Codw Awnue, SWb 304 Ab w TRACT NO. 31898 No. 057835 22 Vbft G4 9M (95 1) 07-M ACCEPTED BY: DATE: Date SEE SI*Fr I Exp. 6/30/06 Plans Pre Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS PL T 00 coftlphmw DEPUrY DIRECTOR OF PUBIX WORKS 0 07/01/05 DRAWN BY: a: CIVI Date CONSTRUCTION PHASES 3, 4 AND 6 OF C \i R.C.E. No. 0 06-30-2006 DESIGN BY: 19744 9/w/05 57835 Expires CHECKED BY: R.C.E NO. Expire. INDEX MV Sheet 2 of 16 < c E SEEShFEr 12 Lor wm D 1057.3 Y fF, i ow.05 LOT 107 PAD 1059.1 fF 1059.85 SEE MEET 5 PHASEORADNG PLAN58.00' 36.3f* PHA z_- - - _ _ _- - - - - � - _ -- _ _ - - - _ -� - - - - PHASE 2Lor w42.17 . .... E 3 qPHA,9CR PAWRS PER PLANk14 WROWIT OWN Yft,r V PERECEV P17 P.V r wkw4 b t I BOUNDARY PLAN PLA /S NOWALK . � i I'it4' 4 FF_ 1057. 05 fF 1057. 15PHA � �'� lk � IIkk ..4e,10� LMEW rMw 7- PAD 1056. J PA D 1056. 4 __ __ __7- - 1056. 85 100' , I ,SBOUNDARY FF1*1 ZA'AAA VPA D 1056. 12A R acm 12 AMV LP 1112- 27.17r1 - - 1057. 65 fF . 9 1. RESIDN14 CONS7RWOV SAWLJy /ZX, t agmt a 5 520-C-2500 COACRVEGF=1056.J =IMF Gf=I R 2/Z '011-@ 1 2. 20' OF FIG AEANr CW REOMM BEWEN 1625 4 ­ M251, cI- gor Ju Lou/ NP DRMM YS #Mff ANY OWE PROff RTY FRON)AGE❑ /omits Ta. 7 %2 Ie V) ,p 12 � ,�'�� b ❑ i vs 1 05*5 fd 7 J NWW AMW LMTW SLOPES CAN AVT BE ACT II 11..31 54.00INV SWC4U f OF HUGHT OF CLM, DEMSS MEMALK UM S41D StOff S ARE OBTAINED LaVG7UD1ML 1055-M 99 0. A&WIm.10 0 sne F.S Mr. 2 51 0044051.1 6 S7W SLOPE OF WARPED AREA ALLACENT TO DRIWWAY 40 PW. ^C \4'0 PVT P$C AM aor alr&T SIMLL MOT VARY AOME TMN 6X FROM THE LOAV- X 0 S=dNW FS 2 IIUDAW MADE LAC OF THE SIDEWALK0 $MO.0730AWw_1 12 17 VS.Wd4 MM! r 7 4. Sff C-0-7 STAM%W A10. 206 MR EXW6W10413 A20 r S .- JUVT DETAkS051.7M 4 q 45 -OX ESIDENTIAL DRIVEWAY APPROACH 5_G.M AV-08 1:F.-Z N.T.S. Sod •low.1 ?.CL10.ji Aw\7-/ 4. 3-0.aw38.92 1w T 6�42 A g 1pr� Jy-001650.75 AV lei ;Zt ► t J1.86 Ix T 1055.2 1W.J Tr^ �2 F.S.Jw 1&.U.iv 1052.JMO1% - I w 74W,i *J� 4# awsmcr Pff vA 7r xAN mwai ame PsR c o.r sm joiM55195 4MWIRED PER DETAIL WO*V ON -Wffr 1. rol b.q t 'wr1..r NSTALL 8'w CUS7W DRAN BASN PER N"_00fAST 2"AGM OR APPROWD FOUAL. 5'FF 1055. 95LOT9 I F_F_ 1056. 95 FF 1057. 55NsrALL 8r Pw (mw j5I I PAD 1 056.2 PAD 1056. 8. , . ._ PA D 1055.2FF 1056. 55y29 Oawsm1cr xcwA;7w PA wR PrR wmFwnwn RanImmAnw.4.07 4.Xl*�� .� �. i PA D 1055. 8 AN.vc;� : 17PCVlkS7RVCT CMCRE X DRI"A Y(520-0-2590) PER DIFTAX SYONPV 6w 5 c w wEf r 1. 44FaWS7Rtlff CtW0iF7F Ar9VENAAL DRWWA Y APPROACH PER C 0 T10.17 Y.71x S7D. 207 MOVIRED PER DETAIL SH0104 HEREOIV. tsj AAr I iffuz ► Nsmu yp Pic (scwmf 4q).XV6 1051.2 0 SMCjY05,7s' ,��• w N 7 MV-104721 0 MW • %% aNSMICT 44'P.C.C. HARDscApf- wiH apAwav xwr Ar 8ony twDs0 sw 51hW-104715 0 AM 7 N A ND #EA KEIVED PLANE "ST AT MAAIMUM 5' N7 ERVA LS.7' ri . _L1.14SF=10 9Lii' G 55.- A �k- GF=1• ts z a. JD^ .o � ►• 07Z> 4 Mw42-1,rAW 42.Irf'),",J 48 VL,�" jo4r)P. or PPT PW SDWR 0 SjwO0050 SEE WATER & SDOER PLANS 8 m24" PVT SrORM DR4N 0 S.=0.6050 547 SCALE.- 1 108StT S70RM DRNA( PLANS 8 \-48 PPT. S7nW SwO."i 4 go PVT PW 07M7ER & Sf*" PEANSI-Sff WA SEE S7" DRAN PLANS ■SEE SHSET 4 LD05-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companiesp PLAN SCALE CITY OF TEMECULA ARq Drawing No. 8 DEPARTMENT OF PUBLIC WORKSPROFILE SCALE RECOMMENDED BY: DATE:SEE SHEET I CO Inland Empire DivisionUjtcw No. 057835 Cod= Aww, SWb 300, Abw MOW, G4 925W (951) 697-MACCEPTED BY: DATE: cD TRACT NO, 31898 Date Exp. 6/30/06 Plans Prepa d Under Supervision Of RONALD J. PAWSCompleted kp;)�_ DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLANS CIVI 07/01ZO5 DRAWN BY: 0OF' C \ wte DESIGN BY: PHASE 3ItA"7 i I 2 7 ► PHASE11%�ws _ _____ __ -1- 7, R.C.E. No. 057835 Expires 06-aQ-2,006 • CHECKED BY: Ft.C.E No. 19744 Expires 9/30/M L073 90-97 Sheet 3 of 16 SEE SNEEr 3 PHASE 3 ■ PHASE 2 r PVT PIC ,SEWER • s=o.olvso ,off"�► law�1 ,ww r PW Ploc sE10" • SMO om ,�w4 fa av ME WATER & &9ffR PLANS SEE WATER & SD" PLANS • ,w�ry MnOS,104423 • MW 1046.0 104�.S.w 1046.8 �� i MN 61x RIVERS COURT r 4. 14 12 +� PVT. PVC �, s w � R • 1049.9 ltd•1 _ 24" PVT. Snt7W DI+P?r N 0 S=0 0050 1047.8 BOr. 18' SD ;� � .� � 104141 Mr. 1 IM!� INSM 0 A 18" PVT S MW DYPA/N • S=0.01097 toe 1 Mr. ic 4" PVT. PVC SEE STORM/ DRAIN PLANS 10469 rOP.. 40 Ss"=104840 SEE SrOW Dr4A/N PLANS10477 7VP S SEWR • SmO 05M __--------zz "`'''-G8 z . 5 WMA BOT C F r PW PVC WATER 5 1_w PHASE�_ts BOfWDARY 1U478 row. s -- � SEE WATER & SEWER Pews ""' `� �� 1 T. 1 1 1 ' � 1048.4 7VP. 4 s 4 fas408 T. _ 1054.09 MN. 1 1 f .... .. ....1056 . i. p, 'N N 4 n .. 4 �. M M a M N �� a N � a N ,y q d M M v M 4 v M 4 M <7 Now IN e /�� 8-W ®r/,� ' LJ f M 1 •"� � '�• 1 �• L1 055.81 M. �•� `� ' All AlA �� i � " b► I M� NOTES ; GF-1055 7 0�. �.4,�. o 'o' •� 1o.71x o o GF-1056.9 f E.F• I '" I I • - I 'i�` aWSTRUCT PR/VA TE DRAIN 7HROlJGH CURB PER C.o.r. STD. 303 Q v I 7 I c ! 0 MC191RED PER DETAIL S YONN OW SHEET 1. lamayg .: 1055.70 •• AV61051.40• SM •• k � Q INSTALL 8" CIJSTA�I DCPA/N BA.�N PER NfZ00LAST 2W8AG08 OR APPROVED EOIUAL. 7 ;� AW-1046 79 • Afw �� �8 � � 1 Fps k - -1Qf1.�• S7LR 4 0 4 g a1' Q INSTALL 8"PVC (SOUP 35). ' T M06104885 0 "w et 1 aNSMUCT D1ECORA PW PA VER PER *ANUFACnMR 5' RECTO MWEMA nM. 141t' � I I � Q 41!" cnwsnPUcr cawc�PETE REs►D�vnAL DRIVEWAr APPROACH J I __ _____ __._... __ _.. _. S. I I �___. __---. ._ .___._. ._.._._.-. . ...... � - � � _... _.�.____ _..__ ._....__ _,. � � - PER C.O.T. STD. 207 A/OIDIFIED DETAIL SHON�V OYV SJ�IEET 1. LUs er • , r - - _ 4�� �s. s FF 105 7. 15 J2 cbwsnPUcr cavcRErE DRlVE�1'A r(52o-c-25av) PER aErAt sr>-o�v ow LOTJ7y � �� ;' ,._.,� ..�..._ _�� _ � SHEET 1. ! 7 FF 1057. 15 -o1056. 4 ��o• h " ._ PAD 1 INsrAu 3 PVC scHE�uLE 40.c1.T' �� � �; � � FF 1057. 65 �, _ _ . _ ® ( ) 7 1 p F• FF 1056. 45 ., . ; PAD � 056. 4 1 I . � /,- _� �,,,� `:, �? �,� � " �. s o • •o UA RPAD 1056. 9 Q cbwsnPUcr 4 P c.c HAR1�scAPE` any ExpANs►►avrvr A r Borth ENns _J 1 .1 , , I PAD 1055. 7 I ,., ,7 l '-7_ ,f. .a s� 1 `'� AND 11EAKENED PLANE "NT A T A/AX/�{/U�{/ 5' /NTEIPVAL,S 1417 Qe1. -- �♦ 1056.15 �F• � d" 1 665 ION low.15 '� 4' � I LF I � � 3 � a�• , 1oas.e � , of � � -- � II'N• EF •4 c.e. I 1a�a r.• b 1 � � MO5 4 r labs M.1 10'�.�42 2 _. _.__r._ _._..._. _. ►► h -• - 2 1052 fd MN �. T45 W � 1 � � � � � � � � � � 3 , 3.48' 30.89' a ?'� �• � � �2•-�- �~-�--�- � •9 1. 52' J ��• AIMED, r �w r � MIND, i � S=Q 0592 ' 1 .4 T. 2 2 10M T. 51..52 ."■' '"'..�� 1051.58 M. 2 �C � ;o 1051.00 toot/ �• � 3 h .�' H.O.A 4n � � 10546 T.0 r a�Mr N I 17 0•.F• •1 1 �' . .- . . �d.A1 �,,, ~ 4" AT SIC S�ME1r I=$ M cp � • S�OI6S� 4 fT'Pbw 2 a .CJI' 7 2 f Q 1131 N; ' 14�• 6, " 1052.97 MN J, �.. f.. •. 4' 13' Nor , , 4 PV?. PVC SEM'ER � II 1 II i tas1.4 error. T ss 7 4. �IM71 /1�0/�1 erp $0 it • S r.0.0763 /� �./�� ,S•�Otp2gp 1 r.. 1 .O JW. S 1 1 l"0 �7 1• �V s' �1W 1.0, • SA - 94 11.31' _ 1053.15 / V / r. 1as•6 T.6 11 2 i 1. ! a 0 0 2 ° .S• S-0.0w EF EF• .r: - 5• 1 I 105qd 0 ,o • H •' GF-1056.5 .. GF 1056.6 � 2 I 2 IONS ba . ENT . 1 1 Di r X 1 10.5LY M MN l 4114 14* 1056-75911 2 10M.85 krT LOTJ6 2 g -c k F-F 1057. 15 w J PAD 1056. 4 I h �� I FF 1057. 65 4 _ _ _-__ __ _ __ .� 1aM PAD 1056. 9 LOT !__. _. k a ,, k �.��. FF 1057.25 FF 1057. 35 4' OAR �C � �. a 1056. 5 Jr1 r OX PA D � PAD 1056. 6 � 11:� �-� 1 11.1T •� i ZC I , 01 28 t c� 4.810' 10 10 20 30 F __,.,,�r ._._ _ �.- __.4_ _ __. ... . .__ _......_ _,,rF. _ „� - _. __.__.,,,N_.. ., ` :� - ._._ __.. ...__ .wr ..._._.._ ,,,f. . .r ._ - .r --.� --•f art- SCALE. 1 =10' w► A •� ALT. x .......... r 'S4. x.19' ` _ _ __.. __ i n�'''cr s' __ LD05-0 67G R dd CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i e rs o PLAN SCALE CITY OF T QRo�ASS/q m DEPARTMENT OF PUBLIC WORKS Drawing No. inS R,q F RECOMMENDED BY: DATE: ?h5 os Cotrnctor � �`'o Inland Empire Division PROFILE SCALE o S& �, � rte►, G 92553 (951) W-� TRACT NO, 31898 � or a� No. 057835 a �� �� ��� � � b � `"''� SEE SHEET I �. 6/30/06 ACCEPTED BY: DATE. DatePlans Prepared Under Supervision of RONALD PARKS PRECISE GRADING PLANS Com DEPUTY DIRECTOR OF PUBLIC WORKS o �� � s� C,v�� �� *2 �e o�/o�/05 1... DRAWN BY: PHASE 3 � OF CA�_\i� DESIGN BY: R.C.E. No. Expires ,- Q6-30-2006 CHECKED Y: R.C.E No. 19744 Expires 9/30/05 LOTS 31--38 Sheet 4 of 16 SEE SHEET 8 ■ 10450 AW. 104U 40 S=O 10457 Aw�10 n • ► ^ ANV. OUT � SEE WATER & MINER PLANS Aw�f04��s • Allw PHA SE 4 PHASE 3 4" PVT „ , ■ , 24" PVI. STO�R11/ DY4AAN • S=O OMoe'lr PW sn" • s=o 0" ti • ■ SEE STOYPJI/ "N PLANS 1V 51 A '+ 1011/. �/ 104 7 Mr.. 24' SV f04�5 TGIp S 8" PVI. PVC WAT& 1045.9 Tom'. S •. SEE NATER of SE WR P-4W • 1 10416.6 1t71p 4 S 0 Mfg N'N 1051.61 L f f0 F�(O4 ,1 1 1 1 AoT• , , r1 i i� $ 1Gt5.�11 f.L 103.57 f.L 't 05 .49 C.105 �I r. 53�■ 10.5165 AW. 048:5 Tt71p S .10 ',tz 06'! //VV' g 11�57 .� NV.N II .4 _NN4 c d rF -M •N ::; 4 ''N II •�. NN + N i- II :v'M 11 N N p � N-4% '' NDN G �• G N• iN 1N Nva �� " p p Q p q N 4 �q N N q q uN■N �. N h ° v 4 N N lkni 17L j �.�' 1 ' 13 e. • ,4 y1 v , 43.17' r �" 5 \ .� �• d�' • `46 . 1 T PwATE mw T ymwH cuw PLR C.O.T. STD. 343. '' �A9DIRED f'L7P DET Sf�OM�N ON SHEET 1. s OWN, N 1411 i I k �.xct o D a 2 ANSTALL r cUsnw DVPAhV s4sw PfR Rena usr 2�i w a? BovNDAR 1 I a f I A T 4, 1 ° d _ 1053•a `� ° GYJ�I�STRwr DIfCO►4Anic PAVER P& mwt rAcnhwR 7w. o o GF---1453. 11. F `� k - Qs f 1.aear �. � � �- � A Q cvNsn�ucr carricRErE �s�1ENr,�L Dr41i�wAr Apwacw �\ p.�t• I r; v O I Q� PER C.0.T. STD. 2107 All DDIFIED DETAIL SHOOK OW SHEET 1. o � • � IM tam 11 MP ^ j ccc�Nssn wr cow ffY mnfwAr (52o-c-25w) PER Dam 9�nw ow •• p A I I ' 7 .: C� AYy�10�M 6 • STG! k •• k AV-1044.87• ► SHEET 1. 4 4 ANSTALL 3" PVC SCHMtE 44. �e• ,r, Aw4100 W• SILL! S 4 �� ( ) 1 AW6104.93 • AMMO r � � R7 Its' 3' COWSTRWT 4" P.C.C. H4410SC,APE MYTH E71'PANSXJW �AA�VT AT 610TH ENnS' ��� ---- I I ( AND NEAKE]NED PLANE J&NT AT MAXIM MM 5' INTERVALS. .S 01I 4 . LOT40 HP r • . 17 LOT45 5' 1LOT4607 Zar .� 4.qD' FT_ 1055. 35 5 FF 1055. 35 D7 AMY. r ._. h , 4.010 .� A q PAD 1054. 6 PA D 1054. 0 ,y 5 FF 7056 1054. ,35 FF 1054. 55I - e h -� 1 CR E. PAD 10�� PAD 105J. I +� I FF 1055. 95a D 1053. 68 LIQ• 1 B k , �. • �s• PAD 1055. 2 cm 5 3B !4.17 . 5 F.H. `� .► ; ^ I I ^ t4.. 550 /' 1� _�► on ­- - -a -­---00*' 11110' sma01 .39.17' 10418.86 AW. 2A � ,�.1 i i i i i i i i i i i t IL dam i 3 S-0 0100 ti .69' tzss F ,�M H .69' r.. �p 01017 - ... ' 105 T -..�.. 1QS3.8 T.G. , o ,50_A<' CI53.CI L G. 2 �` ___ + 1049.16 AW. F 107 T.0 M, � ►. - _ ^!�5�`�...__gy1049.50 AW. �� f0�d T.IC� 1 5 J1050`-� .NV. '4 �s T0100 tome 10.48 AW. , 7 T. led - ' fOQ T. 0 5 o rG 1050.diB AW. pct "♦ •lros 051.E AW. 105'S8 /VV 2* 2 4 E F. 124 2 5' 0 1 D ` g f0IM24F :,kill sow �► 7 4"•AT. SEEP • S=0 07,E • 5 061 2 AwSR1040 ju • Sne ^ 5° s s' Aw41=30 • SW ti 11- aw. 7.31' ° t 1 ��' t�E' �; . • f 50.aI0 o p 50.AOI F s_&� g FS ❑ 11 7 L ❑ _ __ __ _-_ I 1X .// 3 ? ( �a` P I •� 2 105.00 GF=1054.8 F 1054. k \ 1 z r i \ I I �,,,;- ) law 749 �- AM. A \qle4 1 •,. �r 1054. ,35 ILOT44 gg 0% %% a �• \ DOD,3. 6 .� 2 •4L07 14 ,DC.11.11 FF 1055. 05 _ z I PAD 1054. 9 , -Q. lit t �; 105 7.r �I I FF 1056. 05 ,� a I N AM1l. A D 1056. z PAD 1055. 3 I 4• 6 FF 1055. 55 L 0 TL4J h FF 1055. 55 *• I .� PA D 1054. 8 PAD 1054. 8 I I d 5' , , i �•F' 53q_. I 4 � k � 2A •Q � �•�t�. �•�E. � I i 8 I °�� lot 0 1 o' 20' .30' ni .. �S� I h �•P. I I b OWN SCALE. 1 -10 4E 170 Ob' X1700- 14768 . . .......... .............. T r b CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i e s � PLAN SCALE RpFESS, CITY OF TEMECULA CoQ A � DEPARTMENT OF PUBLIC WORKS Drawing No. N Contr�octor �`�� �,a �� Rq�v PROFILE SCALE RECOMMENDED BY: DATE: t N _, �. p Inland Empire Division I � No. 057635 �o � s� � *►. a 9M (95i) N7-83W 8 os TRACT NO. 31898 SEE SHEET 1 ACCEPTED BY. DATE. Date Exp. 6/30/06 Plans Prepared Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS I Completod `r�,1 CI IL �! Date 07�25�OS DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS a � PHASE 3 25 MSH I&MLOCATM FIRE HmPAW MID REVISED �0F CA\-�F� R.C.E. No. Expires _ 06-30-26_ DESIGN BY: R.C.E No. 19744 Expiry 30 ATERUNE TO AVOID EXIST. SEWER LINE CROSSING 00CHECKE BY: L01� 39-46 Sheet 5 of 16 N ,fit N N �o+� OMR 7 slur. r w ■ H ° �� 10f4 4 PHASE 44 PHASE PVT. Pw sEwER • s=aoi5o ,� ,� .�' la w � r _ ; SEE WA 7E? & SEWER PLANS 1a4L347M1iMV ' . N v............, A 1046.0 .SD 817T. 10"W 24 PINT Srow DRAIN • smoAw. .oom 10".5 s Tt710 .�y •„�, , 1 r S=C o ■ h SEE STORM OftN PLANS' 00 low S2 Ayr, 5�r �� .i 1 .1 10�T enr. a" w 8" . PVC WATER • S=O.001V 1045.8 nay s . r, - 4 PVT PVC SE*FR ti 10 6 > d s SEF WATER SEWER PMNs 1 A.Y.A.R 5 S=O. 5 5 � 1 .4 U. SEE WATER M6 1�µ- h r D o,8 97 Ih 16.25 SDWR PLANS`'/ INV. 1QS1. F� 1 �, ■ ,�Cr - 1�' G• 2 k r SAX RIVERS COURT :; 1 �. 5 105a 83 v v 1 • 1os1.� 10153. a0. i w N �� 1 /•�1 T I11 N I N / ��J ��• �Q_ N 10151.31 FL ,. .I N PHA SE BO&WAR r f -F- •- -i- , 10151.35 AIV- -� �' or� ai .1�y II •+� II L=12.w N . FIRE hTDYPM/T +,� 4 II .� •� a .0nX1�'� N ' Vt SEE WATER r N ■ u N SEWER PLANS =..;' ' N N 7 :, N 9' ,q OrI 0• N �, N N ( �• ' I� 5i8.8v' r r$. 13 h r '�• hT. � I LOT 52 10' I s I � • PAD 1053.3 I LOT 51 I f 1 ' ,�, s PAD 1053. 1 ,j 1 0 �, 1 X000 ,,,• I is 1too �00 V :7 4 GF=1053.0 • 04 . GF--1053.6 �f7;1 I •g f �`, - h �,F 4100 � / 8" PVT PVC ,r' LA- I II1 o k $ e h w S' A1NI<10�f7.�7• S1Ge •• bt ' 14 1 1 1 ' $ �'� fly► \ 1 �.) •. AIM"10I7.W• 5 �- �i • �'��• .� G- - - '� + - - _1 --- 1 RMV-1045.43 • AMNV v 1s 1 7.19 ' � .19�' 6�5' 1 u _.. •� t o How ti ,� - o- � 12'' PV? PVC TRAcr BOUNDARY S D • S=0 15010 h X00 .........LOT5J _.. _. 1 • 1 LOT 47 } FF LOT48 1053. 65 ,�. 1 �. FF 1053. 65 A - - - _ - - - I 1 PAD 1052. 9 �a�' FF 1054. 35 fF 1053. 75 k PAD 1052. 9 � , � .1 PAD 105J. 6EXIST. Sar' RCPy� PROPOSED M.H. PER SD PLANS PAD 1053. 0 1 i e DETAL "A" 195J 15 fi8VT 105J.15 AOT. SCALE: 1"=10' tb• fait ° I 49.95 F• 5sod • '� ,x.17" i -' 81.26.110*`r - - - �, .s9• .jrv.s� aSas - - 3 - - - - - - - - - - - Q CONSTRUCT PRIVATE AWN THROUGH CURB PER C 0.T. Sm. JOJ. s ,.. AIIODIFIED PER DETA/L SHOWN ON SHEET 1. � �' 1Q52.Gm s=o.olao 1 2 � 5=0.0101 "`. -,�' -.. - 0 2 1Q�?.1 r.� •- S olae • • 10 9.99 AIV. ,��,r -� • 2 to to r.� Q INSTALL r CUSTOM DRAIN E IS/N PER ArYTOPLAST 2WMGM OR EOW. 'c�0 ` I �..pyr S1t7r1Ml "�q. y �.o' 0�9.1b MN. 3 ;0 2 1QS�0 r-0: �� ! OW 52 AW. • S 10051 ''` s s>n►� ares , J NINON 1.M_18 AIV. yo Q MISTALL 8" PVC (SDR .�'S). i 4 CONSTRUCT PA PER A44NUFACTURER'S RE TXW 5• * .414 C10N1 UC DIECORA1TVf VE7P 1 tea• rrj F s 5 o g `r � " CONSTRXT C�OWRETE Af-SIDIE]'V W DI�PI'V WAY APPIRGUCH a 4 .33a t rp�dr 7�, rtr 3 II 1l.31 PER C.O.T. STD. 207. 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I SCALE.• 1 -1 D' v ----� �o�• P. gyp• 1 yA ,� ,a I l Ix I A 3SEF SHEET 8 SEE ShEET 1167" .x.17" 12.W �" ■~ LD05-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE QR�Essi CITY OF TEMECULA Controctor ���� �• ARgw PROFILE SCALE RECOMMENDED BY: DATE: s DEPARTMENT OF PUBLIC WORKS Drawing No. EESHEETI _S � � o Inland Empire Division a No. o5�e3s r+eMo .. � MQ ►ter, a (9x1) ear-&= .� TRACT N0. 31898 � N� ACCEPTED BY: DATE: r . Exp. 6/30/06 lana P d Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS DEPUTY DIRECTOR OF PUBLIC WORKS a �O"'p'itid s�7 cl V I%. Date 07 01 03 DRAWN BY: PHASE 6 OF CA0 R.C.E. No. _ DESIGN BY: 19744 30 03 , 05783 EXp� 0 --30 200l� R.C.E No. Expiry - Sheet 9 of 16 LCHECKED BY: LOTS 110 117 ., SEE ShLcLL7 4 of PHA 5 ,.,, d sr SEE sirOr*MASE 5 t N ;� l a N 4 A 4 n sir v N 4 / N 4 fow►o.9 8" PVT• PIC SE*" • S=0.AD50 t N SEE WATER & SEWER PLANS --_-_._ 18" PVI. STOP M A�PAM • SmO OID50 14 SEE S7t7RI, DR�v P SIERRA COURT... - 8" PVT. PW WATER -- - _ SEE WATER & SEWER PLANS • 1 I" A V.A.R. SEE WATER & , " PHASE 5 t 80 24' - •5 VARIABLE SLOPE -.. oar 1s � ar _ .. _... _...._,,....... _ �. .�-. ..�- �•►--_.___.. ,�,�.._.__.. _--.,�._�__._ sky now • I Co PHA SE 8 �� SEE WATER AND SEWR PLANS ► N `p• �Py I ey 1 E' F f• 1 1 ,�" PI?• PIC SD. .7�r fase55 a,. LOT LOT 124 I /I c; 12J ofI /I � o foss av aor � F-f- � N I �# 1057. 05 , 1057. 05 r � /I � now Assam r PAD 1056. 3 �, l • / PAD 1056. J r �' SFE WATER AN SEWER � � '�I l � � � � �. ssr ► ,�r g 4 CR •I l l l Z INN=1001.6. • �M�NV 1 -- / I / c., I STA. 1 4s+7� I / I 5 _ •• a p 056.70 � - O t N v1595 Li 1056. FL 1 1 fob w v 2 Q �'' �►• IOU 44�' I�' :•., :� 7 �r , I �,7 ar"-10. ej 'MOP- 0 db FG r l cv v ' 1 r. 1 ZX -4PP- -AL ,dam •s, ti 1a5�r2 ,wr! � t �y... F Sr 3 2 oe .9z NNE • / 45 / 8Y OTHERS: tit 1 Bor r sw `•"-^ 1 .5 S 1 ! l Z C � / 1d' 18' 12' ( LOT125 � / fo' ti 4" MT.. Pte' �IrER LOT122 1s' f-f- �`•',�• • S=0.0750 / W I 1057. 05FF_ 1056. 95 �g PAD 1056. J 2 3• PAl W D- 1056'.2 / l ! -- 3 r � r ! 2AR l l l � r E g 4� • '' GF=1056. I U � � I•-• �' , IMS 101? 1 / j "' 10 1 ' �'0. ,�' •c� b 1 2 lOSi2.'IO AW. X67" AV' 10H►8.04 • MW f0' .�-Jw --- fob as .ST. c i l 1 1071 A 1� PVI• PIC SD • swo.mfs ,�► cp �3�# AF. '`•� 49t Ir _ / o 3 10478 7VP r s l f l f 8` N � � {. 1 / N �'(T 11 f r PVr PVC' so • s-a0rm . .` ... . , ° c w 24 a0� r � NXXX dr s-a 4 / / �• I l Z _ / / I s' X s' F•H• / _ t it �. �".' 17.5 W 6r S II1Y• o i" PVI. Pfd r S-ad��a MOM R247 < . . / z j I j I t .ems 1 2 l l l a law i SEES 2 M ��L /rE C/ 0 DNG PLAN - l / W ARCHITECTURAL PLAI6 OL57 �_._ � PIS .� _ � � �� � � f (7W) c , � / r -. • Swt7.01A�1 0�'56, l Fxl D, MOTES - � 10' 0 10' 20' 30' • a Q COwS7RUCT PRrVATE DRAM 7HROIUA�I aIRR PER c.0.r• S7D. jay C�oWSr7Rl/cr c cyPE7F D�P1I£WAr(s2�a--c-2solD) PER DIETAIC s wv cW " MOIDIF/ED PER DETAIL WOWV aV SHEET t (2) SJ5/EET 1. SCALE. 1 =1 D o © INSTALL 8" cllS7ta1/ DRAI/V HAsov PER NYLO�'CAST 2AM6VO QP API�I�PIDWErEWAL. INSTALL r PIC (�E 40)• INSTALL 8"PICC SDLP .5S. " Q ( ) @ C WST1 W r 4"P.C.C. HARIDS vpr 11/1H Ea'PAm9w xwr A T 6� ny am & 4 GLW51141�Jc'T AEc1A�PA 11Il�` PA Mt7P PLR7P �1/AA�CJIrAC AND MEAKENED PLA/VE 608T A T MAXI�IKIN/ 5'IN7FRVALS y _ Q mm� /PL�GIAMIIIE"1V1r1A 7m yrs .. -.. .. .. - V./•✓� � I�A/ A � -..fie,:.. '-.�'`..A. �: r8. ^�! ,. ::Yt : i. i-� .pi. -0(�: re.�.:�s,.•. ,. PER C.O.T. S7D. 207 MOIDIFIED DETAIL VOW GW SHEET 1. � m LD05-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE QRpFESS/ CITY QF TEMECULA �• AJq DEPARTMENT OF PUBLIC WORK Drawing No. Controctor �•``� tc,� -4 PROFILE SCALE RECOMMENDED BY: DATE: 7lsl C S � o Inland Empire Division o M No. os�83s eMo � : S� X0. ►b+oy, CA (95>> 007-4= ACCEPTED 8'Y: 7 �► v.� TRACT N0. 31898 �, SEE' SHEET 1 � � DATE. Exp. 6/30/06 Plans Prepar Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANCK Completed J+], tet- DEPUTY DIRECTOR OF PUBLIC WORKS `r o q� C►v 1�.- �� Dc,te 07 01/OS DRAWN BY: PHASE 6 a OF CA�� R.C.E. No. 057835 ,. Expires 06-30-2006_ DESIGN BY: R.C.E No. 1!744 Expiree 9 30 � Sheet 10 of 1 CHECKED BY. �0�5 ��2 X25 6 N-1 j PHASE � � ' � BOUNDARY ' � LOT9J LOT 94 �`� � FF 1057- 05 FF 1057. 15 LOT 92 PAD 1056. 3 PAD 1056. 4 FF 1056. 85 --- - __2AR i � 2C PAD 1056. 7 � i � 4c ;�, � � ,� LOT 95 ,' FF 1057. 65 ,' PAD 1056. 9 6 J5 72r- N 46*t3#15* W 85.J8 41.53' PHASE 3 PHASE 3 PHASE 4 NA IV � , � i SLS �— � � i LOT96 LOT97 LO 9 111,1111 LOT 91 - 1056. 95FF1057. 55 f—F— 1055. 95 F—F 1056. 55 FF PAD 1055.2 PAD 1056.2 PAD 1056. 8 PAD 1055. 8I .......... L Ed 00 12.100, 12 3B 1AR ml � 1 B 3C i i I � r � i i i ZS PHASE 3 PHASE BOUNDARY N 4601J*IV W S/X R/I/E19S COU19T 0114 8 ■ too 0 10, 200 500 SCALE.- 1 so=10' LD05-067GR ..... id CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Compeniest PLAN SCALE I ............. CITY OF T E M E C U LA C ic, ji 001 i DEPARTMENT OF PUBLIC WORKS Drawing No. A Rq RECOMMENDED BY: DATE: CAMtraecw Inland Empire Division PRORLE SCALE 0 -4= TRACT NO, 31898 No. 057835 SO MO Cadw Awnw. SWI* 300, Aboic Vft. 04 9M (951) 697 ACCEPTED BY: DATE: - Exp. 6/30/06 Date SEE SHFET I ans Pre d Under Supervision Of RONALD J. PARKS HORIZONTAL CONTROL PLAN FOR PAVERS DEPUTY DIRECTOR OF PUBLIC WORKS 0 Completed 07/01/05 DRAWN BY: 0. cl V k\� NNI Date PHASE 3 OF CAOi R.C.E. No. 057832 Expires 06_30_2006_ DESIGN BY: R.C.E No. 19744 E*r" —9/30/M LOTS 90-97 Sheet 11 of 16 CHECKED -0- -0 4F1J`1,r W &W RIVERS r Now ................. ............. -------------- ..................... ......... .. ....... ------- ....... � 8 � 8 2400 24.00 24 41' W A � � � h 120 L70 tj L LOT 32 F 1057. 15 Fj1056. 45 8OT46 LOT 45 14 LOT 40LOTLOTJ7 � FF�0% FF 1057. 15 PAD 1056. 4 1054. 55 F-F- 1055. J5 F-F- 1055. J5 LOTJ9 PAD 1054. 6PAD 1056. 4 7 1053. 8 1054. 6 PA D 1055. 7 1AR 3C � CM 1 CR � PAD 1055.2 � 7 C l � 3BR `3A 1i7' f9' I i � ro _JT: - 20- 2-1149 2,1.19' 2,T.19' 2119 9 --j 1 42 7�0 ........................................ 44 0.9, - -- -- -- -- -- 142. 42.8.9 N 4601J*150 W 4el,320'w W I I o 7,* z < LOT 44 � ' � � i ' ' � X L O 6 FF 1055. 65 i I LOT 4 1 FF 1057. 15AD 1054. 9I � I , FF 1056. 05 PAD 1056. 4 0 z L 0 T[-4,3 PAD 1055. 3 __ __ ___ _OLOT�142L ��35 - -- L O T� 34 a) FF 1055. 55 C a) FF- 1055. 55 FF- 1057-25J PAD 1054. 8 PAD 1054. 8 PAD 1056. 5 PAD 1056. 65 CP � 2A , 2B i � 2C � 2BR � s. PHASE 4 of SCALE.- 1 10' LD05-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE do Q�E� � C CITY OF T E M E C U LA Cont"wtor A Rq 8 44 DEPARTMENT OF PUBLIC WORKS Drawing No. RECOMMENDED BY: 09 7 S G5 Inland Empire Division PROFILE SCALE DATE inspector CK No. 057835 22M Cwtw Awwo, Smb 3OR i0xvio Wbft CA 9M (951) 697-M ACCEPTED BY: TRACT NO. 31898 Date SEE ShEE7 ♦I Exp. 6/30/06 Plan ared Under Supervision Of RON&D J. PARKS DATE: Completed sl DEPUTY DIRECTOR OF PUIRLIC WORKS HORIZONTAL CONTROL PLAN FOR PAVERS Civi Date 07/01/05 DRAWN BY: 0 OF C \i R.C.E. No. 057835 ExpWes 06-30-2006 DESIGN BY: R.C.E Me 19744 Expires 9/30/05 PHASE 4 ICHECKED BY: L 075' 32 ,34-37, 40-45 Sheet 12 of 16 N 4irijjr RWRIVERS-COURT .......... --------- IOS- g M � AE� LOT 62 Aft � - � FF 1054. 95 PAD 1054.2 �, � 1 � ; ` � LOT 60 � 3e FF 1055.25 � � I � PAD 1054. 5 4C 12.00 o o j f2.00 LOT 61 � � FF 1054. 55 I Q � ��� PAD 1053. 8 � W 1+ LOT 54LOT 53 LOT59 LOT 48 �� FF 1053. 75 FF 1FF 1053. 65 L7 L01 47 � FF1054. 75 ,��• 74' PAD 1053. 0 PAD 1 052. 9 imp AD 1052� � . 9 PAD 1054. 0 � - - - - - � - - � J4. FF 1054. 35 C � C � 1 BR i PAD1053. 6M) � 2B W ; , g lie 3AR - - ��g � N 4*13`15* W srA iwroo Dw. 24.00 94.86 a Wl V-ft j7 2J 19 zj.ly, 7266 LOT58 � ���' I FF 1054. 75 p PAD 1054. 0 � � ................................ 2C .� �- ---- -- -- -- � � 42 LL - 55 N 4X46*4,.r 'f"' . - LO7 FF 1054. PAD 1053. 8 � W LO 4- 16.50' LOT 52 ' � � - FF 1054. 05 ; i � � LOT 49 PAD 10053. J � I tl PAD 1053. 65 L� O_T 5� - - -- -- -- � 0 T.i 50 4B4A FF 1053. 85 FF 1053. 85 < PAD 1053. 1 PAD 1 05J. I ' � ' � 2Bi 2AR ► LOT 56� ( z LOT57 FF- 1054. 65 � �- � FF 1054. 75 1 PAD 1053. 9 )°AD 1054. 0 cm 4AR 3C j s ,8,E -4 0 p 100 0 o 30 SCALE.- 1"=10' LD05-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE 9 CITY OF TEMECULA ControctorA Rq DEPARTMENT OF PUBLIC WORKS Drawing No. AZ K) PROFILE SCALE RECOMMENDED BY: DATE: CO Inland Empire Division kopector M No. 057835 Caciw Aww, Sulk 300, Nww Vaft CA IM (951) 007-M �B� TRACT NO, 31898 ��� SEE SHEET I Up6/30/06Plans Pre ed Under Supervision Of ACCEPTED BY: -RONALD J. PARKSDATE: 'LP DEPUTY DfRECTOR OF PU13LIC WORKS HORIZONTAL CONTROL PLAN FOR PAVERS civic. 07ZPI/05 DRAWN BY: 0 Date - a- aoi R.C.E. No. 057835 Expires Q6-30-2006 DESIGN BY: R.C-E No. 197" Expires --- 9/�yw PHASE 4 CHECKED BY: LOTS 48-5J 55 & 57-61 Sheet 13 of 16 caA � LOT86 � F-F- 1055- 15 PAD 1054. 4 �2AR LOT87 � � F-F- 1056.25 PAD 1055. 5 4C ) T 8J 1055.25 10.76 1054. 5 T:C: N '0s7.r13" W - - - - - - PHASE BOUNDARY + � PHASE 3 PHASE 4 LOT85 LOT89 + LOT88 FF 1055. 85 FF 185. � �� ' i FF 1055. 05 PAD 1055. 1 PAD 1054. 1 � � ate. PAD 1054. 3cy) � 14 77 i i i i i i i i i a i 3 $ 8. olg � ml � ^I � 1 � 8- 1—WRImEng couRr _ 1V��� W- ��- - - N 3 P g 8 ri M 0 PHASE 5 F to, 0 to, MR 300 0 SCALE.- 1-=10# LD05-067GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies+ PLAN SCALE CITY OF T o QRpFESS/p � r ��a .�"� � ARgi PROFlLE SCALE RECOMMENDED BY: DATE: 71st'-r DEPARTMENT OF PUBLIC WORKS Drawing No. g � o � Inlnnd Empire Division �� w"ector `�` No. 057835 � � �• �» �• .� � ►�: G � (�+) 007—M ACCEPTED BY: Ae DATE; 1 G TRACT N0. 31898 � S� S&CET ' � Up. 6/JO/OB � plans Preps Under Supervision Of RONALD J. PARKS Completed DEPUTY DIRECTOR OF PUBLIC WORKS HORIZONTAL CONTROL PLAN FOR PAVERS sl7 CIVIL �r '��''�� pie 07/01/05 DRAWN BY: a �� CA�\E� R.C.E. No. 057835 Expires 06_30_2pps DESIGN BY: 197 '���� PHASE 4 CHECKED BY: R.C.E Na. Expires LOTS 85-88 Sheet 14 of 16 n PHASE 6 � MODEL I HOMES LOT122 FF 1056. 95 ' LOT 121FF _1056. 7 PAD 1056. 2-- LOT 12JF � � IPAD 105 '.2 LOT720 1057. 05 , 2C FF 1057. 0 i PAD 1056. 3 PAD 1056. 5 ' � � ' � Y) , � i ss � 111 A6a1s3'ieIr ll` � w PHASE � BOUNDARY AV w4*4, LOT 724 LOT 118 LOTS 79 � FF 1057. 05 , LOT 725 �� � '�1 � FF 1056. 8 1 FF 105 7. 1 Q � FF 1057. 05 �, PAD 1056. 3 PA1056. 6 � v PAD 1056. 3 PAD 1056. 3 ^� - � � ��1AR 2 �Bc:9) � a w LLJ ' PHASE 6 9 n � PHASE 5 � 3 N J a 11, z �1 P 3 10 _ \'� _ � MENDOCINO COURT . N 46'1.3. 5' w - � - - - - 12 - - - - - 0 • Y O PHASE 5 MODEL 6 lot "t SCALE. 1~=1o• LD05-067GR m CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i e s R PLAN SCALE � QRocEssip�, , CITY OF TEMECULA Drawing No. �'O�Of ����� ARq�`��, PROFlLE SCALE RECOMMENDED BY: DATE: 7/5/os DEPARTMENT OF PUBLIC WORKS o p � Inland Empire Division no. 057e35 r.r' C@cM Awma, SA@ 304 bbwo ►moi: G 9M (951) 097-= ACCEPTED BY: I"" ''� �^"'� DATE: 7 G o.s TRACT N0. 31898 � �P. s/3o/os �. SAEF ShEET I � � Plans Prepare nder Supervision or �� J. PIKS HORIZONTAL CONTROL PLAN FOR PAVERS � DEPUTY DIRECTOR OF PUBLIC WORKS o COf"a't'd s�' CIVIL �r /!�— 07/01/05 DRAWN BY: a 1�OF E 6 CA��F� R.C.E. No. 057 3� Expires 06-30-2006 DESIGN 8Y: R.C.E No. �97s� �,�. a/�o/os L O�$ H 8S 120—125 Sheet 15 of 16 NECKED o N 46013"Ir W, 12 MENDOCINO COURT 13 W 12.00 24 940 LOT 1 16 LOT 1 17 LOT 111 LOT 1 10 FF 1057. 35 01 417 1 11 S' 5 F-F- 1057. J5eI --lop -to* Ik . ,ol'' - 0 PAD 1056. 6PAD 1057. 0 PAD 1057. 7 PAD 1056. 6 3C � lA � `° 1 CR � 3BR i t i LL� F PHASE 24.00* 24.001F BOUNDARY 40 50 4jay 86.50" N 467Y150 W P ASE 8 PHASE I 86.50' tl1 ------ �14 z LOr 7 75 LOT 112 rr V) FF 1057. 45 61 FF1058. 05 < PAD 1056. 7 � I i � � i PAD 1057. 3 z c a) � � � � ' 4AR) z ------------- LOT X114_ _ -- - LOT I 73 FF- 1057. 75 FF 7057. 75 Uj PAD 1057. 0 PAD 1057. 0 ' 2C i 2 PHASE 16 to, 0 to, 20o 30P SCALE.- 1 At=lot LD05-067GR Cb CONSTRUCTION RECORDDATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies " PLAN SCALE CITY OF T E M E C U LA Drawing No. A C 46" DEPARTMENT OF PUBLIC WORKS Controctor R'q N -17E Inland Empire Division PROFILE SCALE RECOMMENDED BY: DATE:- Cwiw Amm, SWb 300, Abw Vaft, 04 9M (951) 007-M In"ector No. 057835 -'-V ACCEPTED BY: DATE: 1 6 es' TRACT NO, 31898 Exp- 6/30/06 Plans Prepared Under Supervision Of RONALD J. PARKS me SEE SfFET I HORIZONTAL CONTROL PLAN FOR PAVERS Completed N, __q7/01/05 DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS 0 C/Vl\. Date . PHASE 6 FL OF CA�\i R.C.E. No. 057835 Expires 06-30-2008 DESIGN BY: R.C.E No. 197" Expires 9/30/05 CHECKED BY: LOTS 111-115o AND 117 Sheet 16 of 16