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February 12, 2013 WLB No. 108018-AO01-1003X W:\LEGALS\l08018\Lot 26\Lot 26 new drain esmnt.doc LEGAL DESCRIPTION RIVERS EDGE/CANADA DEL ORO ESTATES NEW PRIVATE DRAINAGE EASEMENT WITHIN LOT 26 All of that portion of Lot 26 as shown on the Final Plat of Rivers Edge/Canada Del Oro Estates, Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying within the East Half (E 1/2) of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona, lying west of the following described line: BEGINNING at the Northwest corner of Lot 26, THENCE S 81 °43'40" E, along the north line of said lot, a distance of 57.47 feet; THENCE S 39021'19" W, a distance of 57.49 feet; THENCE S 10059'42" E, parallel to and 10 feet easterly of the west line of said lot, for a distance of 95.71 feet to a point on the north right-of-way of East Natasha court, being the POINT OF TERMINATION. Prepared by: THE WLB GROUP, INC Jack A. Buchanan, RLS (INDICATES RENEWAL DATE) ll RIVERS EDGE CANADA DEL ORO 15' EXISTING ESTATES DRAINAGEEASEMENT 1 BK. 62 M&P, PG. 3 % (TO REMAIN) / S81'43'40�Ei j j 57.47'j I �,N NEW DRAINAGE EASEMENT I I 11� cfl� 27 26 I ; 1 — 25 AS r1.j'> 1 CO T 24 I 1 23 ' 1 � � 1 EXHIBIT TO ACCOMPANY DESCRIPTION OF NEW DRAINAGE EASEMENT WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLA T BK. 62 M&P, PG. 37 1 "=50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig Group%rm WLB# project No. 108018—AO01-1003X L:\108018\Drainage Easements\Lot 26\Lot 26 New Drain Esmnt.dwg Plotted: Feb. 13,2013 December 17, 2012 WLB No. 108018-AO01-1003X L:\108018\Drainage Easements\Lot 26\Lot 26 Release of X Drain Esmnts.doc TlB GroUR Inc. LEGAL DESCRIPTION RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 OF RIVERS EDGE/CANADA DEL ORO ESTATES All of those certain drainage easements within Lot 26, of the Final Plat of Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying the East Half (E 1/2) of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona. EXCEPT any portion of the recorded 5 foot wide segment (lying along the north boundary line) within the easterly15 feet of said lot. Prepared by: THE WLB GROUP, INC Jack A. Buchanan, RLS EXPIRES 3/31/2011 (INDICATES RENEWAL DATE) Page 1 of 1 l RIVERS EDGE/ CANADA DEL ORO ESTATES l BK. 62 M&P, PG. 37 N81'43'40"W �7 / 153.35' / 1 1 1 1 1 �Z 1� 10 1 Nj 27 I � 1 I � 1 I 1 �— L ASgA C I 23 Ni' N81 o 15' EXISTING DRAINAGE EASEMENT (TO REMAIN) —5' EXISTING DRAINAGE EASEMENT (TO BE RELEASED) EXISTING DRAINAGE EASEMENT (TO BE RELEASED) 26 . �, OHO 24 233.q- 25 EXHIBIT TO ACCOMPANY DESCRIPTION OF RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLAT BK. 62 M&P, PG. 37 1 "=50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig Group vm WLB# project No. 108018—AO01 —1003X L:\108018\Drainage Easements\Lot 26\Lot 26 Release X Drain Esmnt.dwg Plotted: Dec. 18,201 RIVERS EDGE/ NATNZ) Ir EXISTING DRAINAGE EASEMENTS RIVERS EDGE/ i CANADA DEL ORO ' I ESTATES BK.62 M&P, PG.37 29 15' EXISTING N81.43'40'W ' DRAINAGE 153.35, S81'43'40'E' ; EASEMENT 57.47',� 176.01' (TO REMAIN) I� Z y, I PROPOSED DRAINAGE EASEMENT '1 (P to 27 �!�N� 26 I i � 1 ' tJg ' 0 C AS�A 1�AT I I �o, I I 06 ti��• I I I I � I I Ix I 25 I I I I I I I I I 24 I I I I I I I PROPOSED DRAINAGE EASEMENT W O 0 • L \108018\Crainage Ea.emenls\Lot 261SU Plan d., Plotted Feb 18, 2013 RIVERS EDGE/ �pay- �1A EXISTING DRAINAGE EASEMENTS RIVERS EDGE/ CANADA DEL ORO ESTATES BK.62 M&P, PG.37 Na 1 43'40 "vv 11 153.35' AS�A 1\1AT I ` 23 26 29 15' EXISTING DRAINAGE EASEMENT- 176.01' (TO REMAIN) I I I I I �pl I fro I I I I 25 I I � I I I I I I I I 24 I I I I I I PROPOSED CONDITION Eeseme-1 ,t 26\Site Pl-dwq Potted: O 18, 2012 F. ANN RODRIGUEZ, RECORDER Recorded By: 1-- of PI ULPUTY RECy 2DER : 4903 SOROV TOWN OF ORO VALLEY 9RIZO�Q' 11000 N LA CANADA DR ORO VALLEY AZ 85737 J SEQUENCE: 20143360202 NO. PAGES: 5 MISC 12/02/2014 12:28 MAIL AMOUNT PAID: $8.00 Development and InfrastrUGWre Services MINOR PLAT CHANGE Re: Case Number OV1212-23, Rivers Edge / Canada Del Oro Estates, Modification to drainage easements located within Lot 26. The existing drainage easements shown on the Final Plat for Lot 26 within OV1203-18 (Book 62 of Maps and Plats, Page 37, Sheet 4 of 7) have been modified as shown on the attached exhibit. The minor plat change has been administratively approved. L�7� . 6.Tvid Laws, P.E. Permitting Manager / //� Z-'.' f - I /' �' Bayer Vel , LEED AP, AICP Planning Manager S Dat Date T LB hin coup Inc. November 11, 2014 WLB No. 108018-AO01-1003X W:\LEGALS\108018\Lot 26\Lot 26 new drain esmnt.doc LEGAL DESCRIPTION RIVERS EDGE/CANADA DEL ORO ESTATES NEW PRIVATE DRAINAGE EASEMENT WITHIN LOT 26 All of that portion of Lot 26 as shown on the Final Plat of Rivers Edge/Canada Del Oro Estates, Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying within the East Half of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona, lying Westerly of the following described line: COMMENCING at the Northwest corner of said Lot 26; THENCE S 81 °43'40" E, along the north line of said lot, a distance of 57.47 feet to the POINT OF BEGINNING; THENCE S 39021'19" W, a distance of 57.49 feet; THENCE S 10059'42" E, parallel with and 10 feet Easterly of the west line of said lot, for a distance of 95.71 feet to a point on the North right-of-way of East Natasha court, being the POINT OF TERMINATION. Prepared by: O LA THE WLB GROUP, INC <<liPF%CA e O 4J 44121 OLU O ¢ U PETER D. a] Peter D Cote, RLS 44121 Page 1 of 2 (Sketch is Page 2) o COTE ire ►����'ly>� s�9ned _ \DNA, V EXPIRES 3-31-2015 RIVERS EDGE/ if i CANADA DEL ORO ESTATES ► BK.62 M&P, PG.37 ► ► S81-43'40,,E� j r 1Z r 1 Q r 1 r jN I 1� 1 � 1 1 27 ' W 1� �OD 1^ to 1 1 1 L i i �AS�A E • NA COt1RT r23 ul 0 iL1101 �N I rm 15' EXISTING DRAINAGE EASEMENT (TO REMAIN) EW DRAINAGE EASEMENT 26 \ 25 'h\ I I 24 ' ► I I I I I I I I EXHIBIT TO ACCOMPANY DESCRIPTION OF NEW DRAINAGE EASEMENT WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLA T BK. 62 M&P, PG. 37 1 "-50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONAE am WLB# project No. 108018—AO01-1003X L:\108018\Drainage Easements\Lot 26\Lot 26 New Drain Esmnt.dwg Plotted: Nov. 11,2014 SHEET 2 of 2 The crB oup Inc. November 10, 2014 WLB No. 108018-AO01-1003X W ALEGALS\108018\Lot 26\Lot 26 Release of X Drain Esmnts Rev 11.10.2014.doc LEGAL DESCRIPTION RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 OF RIVERS EDGE/CANADA DEL ORO ESTATES All of those certain drainage easements within Lot 26, of the Final Plat of Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying the East Half (E 1/2) of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona. EXCEPT any portion of the recorded 15-foot wide drainage easement lying within the easterly 15 feet of said lot. Prepared by: THE WLB GROUP, INC Peter D. Cote, RLS 44121 Page 1 of 1 W U 44121 �? p cc PETER D. M m COTE j 11.0.1 y s79ned , Q 9/2ONA, EXPIRES 3-31-2015 /l RIVER' EDGE/ l CANADA DEL ORO ESTATES BK.62 M&P, PG.37 0 / I I N81'43'40"W �• i / 153.35' / 1 1 / 1 1 / IZ l / 1 0 Ln I jN 1 I 1 1 1� 2 7 1 con to ,CR. 1^ 1� 1� 1� 1 I 1 1 y i i �,ASJJA E • NA T ' O lJR i i \ 23 N81'43'40"yy — — rn 15' EXISTING DRAINAGE EASEMENT i (TO REMAIN) —5' EXISTING I D RAI NAG E EASEMENT I (TO BE RELEASED) 233.48' I / %t, EXISTING �.N DRAINAGE EASEMENT (TO BE RELEASED) I I i co �1 26 �90 I 1� Dc� \ 25 . 1 I I 24 I I I I I I I I I EXHIBIT TO ACCOMPANY DESCRIPTION OF RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLA T BK. 62 M&P, PG. 37 1 „=50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig Group �. TE WLB# project No. 108018—A001-1003X L:\108018\Drainage Easements\Lot 26\Lot 26 Release X Drain Esmnt.dwg Plotted: Nov. 11,2014 SHEET 2 OF 2 b��ti�1 �z3 Development and Infrastructure Services DATE: November 24, 2014 TO: Pima County Recorder's Office Recording Division P.O. Box 3145 Tucson, AZ 85702-3145 FROM: Town of Oro Valley Rosevelt Arellano 229-4817 Development Infrastructure Services REGARDING: Request for recording Please record the attached Minor Plat Change and charge the recording fees to account #23446. We request that the recorded documents and receipt of recording returned to the Town of Oro Valley,11000 N. La Canada Dr., Oro Valley, AZ 85737, Attn: Rosevelt Arellano, DIS. Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4821 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring for our heritage, our community, our future. 11000 N. La Canada Drive • Oro Valley, Arizona 85737 fax (520) 742-1022 • www.orovalleyaz.gov TTB OUp� November 11 2014 WLB No. 108018-AO01-1003X WALEGALS\1080181ot 26\Lot 26 new drain esmnt.doc LEGAL DESCRIPTION RIVERS EDGE/CANADA DEL ORO ESTATES NEW PRIVATE DRAINAGE EASEMENT WITHIN LOT 26 All of that portion of Lot 26 as shown on the Final Plat of Rivers Edge/Canada Del Oro Estates, Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying within the East Half of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona, lying Westerly of the following described line: COMMENCING at the Northwest corner of said Lot 26; THENCE S 81043'40" E, along the north line of said lot, a distance of 57.47 feet to the POINT OF BEGINNING; THENCE S 39021'19" W, a distance of 57.49 feet; THENCE S 10059'42" E, parallel with and 10 feet Easterly of the west line of said lot, for a distance of 95.71 feet to a point on the North right-of-way of East Natasha court, being the POINT OF TERMINATION. Prepared by: / �p LA S THE WLB GROUP, INC ��liP-iCA Peter D Cote, RLS 44121 Page 1 of 2 (Sketch is Page 2) w40 44121 0 0 a: PETER D. M o COTE ��mscl•r'�•�y>' \�9ned P BONA, v EXPIRES 3-31-2015 RIVERS EDGE/ I CANADA DEL ORO ESTATES , l BK.62 M&P, PG.37 I S81-43'40 ► IZ I jN I ►� ► I ► 27 ►� 'O ► L E • NA RT C0 r23 ,0 �N 1 fn Ln 0C' 15' EXISTING DRAINAGE EASEMENT (TO REMAIN) EW DRAINAGE EASEMENT 26 \ 25 ~. I I I 24 1 I I I 1 I I I I I EXHIBIT TO ACCOMPANY DESCRIPTION OF NEW DRAINAGE EASEMENT WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLA T BK. 62 M&P, PG. 37 1 "=50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig GrouulLE WLB# project No. 108018—AO01-1003X CTI L:\108018\Drainage Easements\Lot 26\Lot 26 New Drain Esmnt.dwg Plotted: Nov. 11,2014 SHEET 2 of 2 December 17, 2012 WLB No. 108018-AO01-1003X The L:\108018\Drainage Easements\Lot 26\Lot 26 Release of X Drain Esmnts.doc GrL.B oup Inc. LEGAL DESCRIPTION RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 OF RIVERS EDGE/CANADA DEL ORO ESTATES All of those certain drainage easements within Lot 26, of the Final Plat of Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying the East Half (E 1/2) of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona. EXCEPT any portion of the recorded 5 foot wide segment (lying along the north boundary line) within the easterly15 feet of said lot. Prepared by: THE WLB GROUP, INC Jack A. Buchanan, RLS EXPIRES 3/31/2014 (INDICATES RENEWAL DATE) Page 1 of 1 l RIVERS EDGE/ CANADA DEL ORO �C ESTATES l BK. 62 M&P, PG. 3 7 N81.43'40-W i 1 / 1 CO CO I � 11 fw,oi/ 27 CR 1� 1 I 1 1 I i I � i I i 1 � 1 � 1 0 rfAS14A E • DJJRT C 23 15' EXISTING DRAINAGE EASEMENT (TO REMAIN) -5' EXISTING DRAINAGE EASEMENT (TO BE RELEASED) EXISTING DRAINAGE EASEMENT (TO BE RELEASED) 26 , `moo, OHO W 233.48; 25 EXHIBIT TO ACCOMPANY DESCRIPTION OF RELEASE OF DRAINAGE EASEMENTS WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLAT BK. 62 M&P, PG. 37 1 "-50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., ?q TONN' OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig Group WLB# project No. 108018—AO01-1003X max L:\ 108018\Drainage Easements\Lot 26\Lot 26 Release X Drain Esmnt.dwg Plotted: Dec. 18,201 TL B Group February 12, 2013 WLB No. 108018-A001-1003X W:\LEGALS\108018\Lot 26\Lot 26 new drain esmnt.doc LEGAL DESCRIPTION RIVERS EDGE/CANADA DEL ORO ESTATES NEW PRIVATE DRAINAGE EASEMENT WITHIN LOT 26 All of that portion of Lot 26 as shown on the Final Plat of Rivers Edge/Canada Del Oro Estates, Lots 1-45 and Common Areas "A" and "B" recorded in Book 62 of Maps and Plats, Page 37, lying within the East Half (E 1/2) of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona, lying west of the following described line: BEGINNING at the Northwest corner of Lot 26, THENCE S 81043'40" E, along the north line of said lot, a distance of 57.47 feet; THENCE S 39021'19" W, a distance of 57.49 feet; THENCE S 10059'42" E, parallel to and 10 feet easterly of the west line of said lot, for a distance of 95.71 feet to a point on the north right-of-way of East Natasha court, being the POINT OF TERMINATION. Prepared by: THE WLB GROUP, INC Jack A. Buchanan, RLS (INDICATES RENEWAL DATE) / I 1 I I I I /l RIVERS EDGE/ /l CANADA DEL ORO / ESTATES ; l BK. 62 M&P, PG. 3 7 / 1! 15' EXISTING DRAINAGE EASEMENT (TO REMAIN) 57.47' ti� a NEW DRAINAGE EASEMENT 1 o o`I 26 � 1 �ASg.A A E • N RT _, Cpt1 I 23 .1 24 25 EXHIBIT TO ACCOMPANY DESCRIPTION OF NEW DRAINAGE EASEMENT WITHIN LOT 26 RIVERS EDGE/CANADA DEL ORO ESTATES FINAL PLAT BK. 62 M&P, PG. 37 1 "=50' SECTION 12, T. 12 S., R. 13 E., G. &S.R.M., Th e TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Wig Group WLB# project No. 108018—A001-1003X mam L:\108018\Drainage Easements\Lot 26\Lot 26 New Drain Esmnt.dwg Plotted: Feb. 13,2013 RIVERS EDGE/ l CANADA DEL ORO ESTATES BK. 62 M&P, PG. 3 7 N81'43'40 "yy / 153.35' / / i 1 I ' I ` I ' i 27 �w I 'N I y I i I i00000, I � �1AT AS�A ' 15' EXISTING DRAINAGE EASEMENT 29 (TO REMAIN) 5' EXISTING 'EASEMENT 17s•01'rDRAINAGE (TO BE RELEASED) rn 233.48' - - i 'o EXISTING i DRAINAGE EASEMENT ' (TO BE RELEASED) ' �� I26 �6 I I i 23 I I I 25 oo//, I I I I I I I I I 24 I I I I I I EXISTING DRAINAGE EASEMENTS RIVERS EDGE/ i CANADA DEL ORO ' i ESTATES BK.62 M&P, PG.37 29 15' EXISTING N81'43'40"w DRAINAGE / 153.35' S81'43'40"E� ; EASEMENT 57.47' ,� 176.01' (TO REMAIN) PROPOSED DRAINAGE EASEMENT 27 26 m I ',S 1 I i I � I � ' o Ig ' C ASgA 1�AT i 23 I I I 06 I I I •'S1 25 ' I I I I I I 24 I I I I I I PROPOSED DRAINAGE EASEMENT W O 0 1' L \1080181Drainage Easements\L.l 26\Slte Plan Ewg oQO�P^�IEY gq��Oy9 A'OUNDED 19IA Development and Infrastructure Services January 15, 2013 Rob Longaker The WLB Group, Inc. 4444 E. Broadway Boulevard Tucson, AZ 85711 RE: Minor Plat Amendment: Lot 26 in Rivers Edge, Canada del Oro Estates, OV 1212-23 Dear Rob: Thank you for submitting a Minor Plat Amendment for the above -referenced property. Based on your submittal, staff offers the following comments: PLANNING: 1. The approval of this request is contingent upon an approval from Engineering. ENGINEERING: 1. See memo dated January 11, 2013. For Your Information 1. Staff has determined that Section 25.1.F.2.b.2 of the OVZCR does not apply to this project, because the site's unique history and current use as a common area. Please do not hesitate to contact me if you have any questions. Sincerely, Q. U&_ Rosevelt Arellano Planner Cc: OV Development Technicians File Encl: Engineering Comments Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4821 (520) 229-481 5 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring for our heritage, our community, our future. 11000 N. La Canada Drive • Oro Valley, Arizona 85737 Fax: (520) 742-1022 • www.orovalleyDIS.com ZE tar Q. XV 'W' $W& I AV - SOD FEET ;GRADING AND DRAINAGE PLANS TO SERVE Rf VERS EDGE/CANADA DEL ORO ES TA TES LOTS 1-45 AND COMMON AREAS 'A' AND 'B' (PUBLIC STREETS) CO V 12-03-15) LEGEND - - — — — — — — - EASEMENT UME - C/l OF RIM T-OF- WA Y BOUAVARY LAVE —.. EXS7hW 100 M W.SE. - — — — — — — — - EROSION LABTS 10' P.UE TTW-FT PUBLIC UTYJTY d SIDEWALK E911T. BY THE FINAL PLAT BASIS OF ELEVA 1XW 56,9 PROPOSED PAD D-EVA17CN NEW SURWY MONUMENT, SET 2- BRASS CAP IN CONCRETE ® MARKED BY REGSTERED LAND 57URVEYOR TW.. TOP OF WALL (GONG WALL AT REAR OF LOTS 13-18) T.O.B. 7OE OF RANK PR07EC77OV . 32'5 DaSIAVG SPOT a".. (W/INES£ PLANS) • ¢15 PROPOSED SPOT E7£V. (W117W E PLANS) 06,62 EXISTING .SPOT ELEV. (W/OTHER PHASE) • 1160 PROPOSED SPOT G".. (W/0TT#R PHASE) 0 EXTS7WG SEMER MAM of P s 0 NEW SEMER PIPE DI HYDROLOGY COYCENTRA7T0V POINT NUMBER SITE w9E1TLTTY MANCLE L 0 r ACCESS&LITY 1:1 GROt/TEO R/P R/iP 01 W/TN 1'eONG. 727E LVAYN 2.1 R/P-ARP DYE/P fIWZ i' f/YB/4iL" W1711 .2' CONO. TOE GOWN BEE'PLAN SHEETS—^ rw LOCf7T/mNs OWNER DEVELOPER CIVIL L'AItER METAMO"WS, LLC, AN APMA JOE MARTINEZ STAN7EC CdJSi/L1ANC LMBTED LIABBJTY COMPANY P.O. BOX 5631 201 NORTH BOVITA AWDWE P.O. BOX 5631 TUCSOM ARIZOVA 85703 TUCSOV, AZ 85745-2999 TUCSON, ARIZOVA 85703 PHOVE• (520) 444-4565 ATIM: WARREN A 7HWSOV, P.E. PHOWE (520) 444-4565 FAA' 1: (520) 2Y7-4317 PHOVE (520J 750-7474 FAX 1: (520) 297-4317 FAX it (520) 750-7470 TOTAL ENO MMS EARTHWORK ESTW T S TOTAL CUT = 76,730 C.Y. TOTAL RLL 8%074 CY. (INaUDES ]sx"WAGE) TOTAL AMOUNT OF E Fmr THIS IS AN ESRMATE CHLY FOR PERA0T77Na CONTRACTOR IS 70 CALCULATE HIS/NER OW OUAN77TIES BASED OV THE SOILS REPORT PRowOSR IXaUSI4E OF ANY 04ER-EXCAVATION THAT MAY BE REQUIRED. TAIJOERWIE MEADOWS, LOTS 30-43 9K. 26, RG. 59 N8954;33 E 1282.94' (ptax sm1i w`caw . LAC 8 ROAM IbV9 C.A. A" _ XiQi t40 WATTR 'CILITIES' 1 45 �' ' 2 4 42 3 � 43 4 �----- 41 <1 I, 39 40 5 38 6 SHEET No. 7 36 , 37 ■uorr..uuur...0 SI ET No. 8 ' 34 8 1 32 33 susDiv,D_D A. 31 10 — 30 FWT 11 28 29 12 27 26 SHEET No. 8 13 25 7 \/ SHEET Nom 6 14 t 24 15 \ 23 1 16 22 C.A. 17 I 21 SHEET No. 5 "A" � ■.......r............. .....■ 18 20 SAVET NO. 4 19 UH\C.A. N,'4C:JiD» s zot+�uc: SADO A SLOPE PROTECTUN ALTERXAIM FOR FM411 LOT 4RADW .E1 OR FLATO?- REWGETA7)rM/ PER 1NEPAD. Wa WlaENT5 J-1 TO Z 1= W WO OR HAND PLACED ROCK RP -RAP W/ FKTERFAW 1:1- DUAM OR HAND PLACED ROCS! W-RAP ON 4' THKK GROUT OR COACRE7E D% FOUM9 BRASS CAPPED SURVEY MONUMENT IN 1 Q CONCRETE STAMPED RCS 15342" NORTHEAST -- CORNER SECTION/ 12, Q J T-12S, R-t3E, G&SRM .a ....... 1 CA„ADA DE �Oj : ES'ES I �I� Diu `=P:ERSD_r to ?S 71-V V4D cJ...., SteMec Camlov 201 No th Bonito Ave Tucson AZ USA 85745-2999 Tel, 520-750.7474 F- 520.750.7470 .r4stontec.corn FOUND 2' B.C. E. 1/4 CORNER n-3o Pe -so .^► 37-99 3"= T MILE 3S-94 �4 /3 ®. SITE 7-4 � i i i L=71gNAW' PART OF SECTION 12, TOW9SHW 12 SOUTH, RANG£ 13 EAST, CRSRM, TOW OF ORO VALLEY, PAN COUN7)Y . ARIZON4 BASIS OF ELEVAWN * THE WVERT OF W MAN ;Off AT NIGi,iAAV DRW AND MA TOO" STREET 9VW AS 25ASO ON BLANTO✓ k CIX£ SEWER PLANS FLIP TW L8 f"S .STT£ET 12 007 26 (AAM 1929 DATUW) BASIS OF BEAAMW IT E LAVE BEIM MV 7TLg .S THE4S7' LXRNER OF SECTION 12 AND THE EAST WARIER CWJER OF SECTTOV 12 lOW45H'P 12 SOLTN RANG 12 EAST, G&W,, WA✓d W SOUTH 0071-57- EAST, THE C&aXATED RECORD VALC£ PER THE PLAT OF RIWERSRS EDG1~ PER BOOS 47 OF MAPS AND PLA TN. PALE 59 MA COW TY RECORDS MUT SEX 1 COWR SHEET 2-3 N07U & DEWS S EET 4-7 0PAL7WC 94ff1S ,:��- . RK6�-4eRy1PH -r,�J. %LE- + +r A- OR mgmg P.- LVA OF OF A610"FANdE ACCEPTED B BYroMro AR r 5� ACCEPT D , OEMION A % - NIt r% CHECKED,. WDT DATE: FEB.2006 M JOB Wi 85602531 i 18 ' 1 GRD-1 1 . 7 W. \ACTIVE\NW28M\OV-\DW6\GRADE\CRA-0,.DWG 1.� �p�fV�1� �u-�T� 6' VARIES 6' GENERAL V711/ 1VIIRd NOTES; 1 LS 411N. MAd 3 2' STD S PIPE 1. A STAMPED SET OF APPROVED PLANS WILL BE AT THE JOB SiTE AT ALL 77MES _ ;@ 2 2° RAILS OST 5' O.0 TALI( KID I N (LW£ END ONLY) 2- STD. a&FWE• STEEL PW E O 2 ALL CONS7RUCTCM AND )EST METHODS SHALL BE IN CONFORMANCE NTH w I T2V 121 ALTERNATE LOCAI]CW PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS AND DETAILS „� a� LONER RAIL FOR PUBLIC /MPROWEMEN75 (P.C/CO.T. SST%) 200 EDITTCYV AND ANY +�fp AMENDMENTS hhSifrA SLOPE AWAY J. ALL MATERIALS AND NCRKMANS}NP ARE TO BE IN ACCORDANCE NTH PIMA 3' � g � FROM PoST ALL COUNTY/CITY OF TUCSON STANDARD S✓ECITICA77ONS FOR PUBLIC IMPROVEMENTS G 2 r-Typ"'I (PC/COT SS'!), EDTTON OF 2003, EXCEPT AS MODIFIED HEREBY. 0' ® " TY CON[ I 6 I 6- EXPANSION JOINT SECTION (every J09 O• O 4. ASPHALTIC C'ONCRE7E SHALL CONFORM TO P.C/C0.T. SSPI SECTION 4OS, MIX 12 SPEWEAMAIS. (SUSUWSION MIX 4.0x VOIDS) 8 I _ 3 `i 5 ALL COACRETE SHALL COMPLY NTH P,CIV-0, r SSPf SEC7IAY 1006, AL D. CLASS S' 3000 PS CWW-10WE STRENGTH A 28 DAYS UNLESS OTHD?W.W SPECIRM. 6. EXCAVATION AND BAOKFILL FOR STRUCTURES .MALL C'OWaW 70 PC/L-OT TMAL CM -DEL W DErAL SS'l, SECTION 20J-5. r 7. SUBBASE MA7EMAL SHALL CONFORM TO P.C/C.a r SSPIA SECTOV 203 8. CON7RAC70R SHALL COMPLY NTH ALL APPLICABLE OCCUPATIONAL SAFETY 40' DZ AND HEALTH ACMINTSTRATION REGULATIONS 12' x 6' CON[ TOE-00YN W 5' f0' 5' 9. CONTRACTOR SHALL OBTAIN ALL PLRA07S REQUIRED BY THE TORN OF 6' X 6, M21 x N'21 W.N:F. ORO VALLEY OR P.CW.W.M LOT 29 LOT JO 9 10. ALL REM501Y5 70 THESE PLANS MUST BE APPROVED BY THE TORN OF cfs (14.6) (17.0) �� 1 DRAMGE DiETAL `/ NOTE ZCC" TAA0V AT G7MB LAE KTS ( raft f bta 20-21) (ME MCNMW 9 EFTS FIR Lii M IDV67W) CONTRACTOR IS REQUIRED TO PROIDE THE LENGTH OF TRANSITION NECESSARY TO ENSURE 12:1 MAX. GRADE ON THE SIDEWALK ORO VALLEY ENGNEB7 OR P.CW.W.N. PRIOR TO CONSIRI/CTILW n- am y� 11. ALL WORK SHALL BE IN CONFORMANCE TO GRADING STANDARDS, CHAPTER 1,� d- A6f R ` ROq( RIP -RAP SLOPE OF THE TORN OF ORO VALLEY TOW COOE V= 37 fp.a PROTECTION, W// FILTER LO IT 12 CON7RACTOR SHALL CALL BLUE STAKE (1-800-782-5J48) TO VERIFY LOCATION O' ALL depOw 1.6 it (mh) T 1 FABRIC (D50=87, 12' 71Nc7( UTILITIES A MINIMUM OF 48 HORS PRIOR TO COMMENCEMENT OF CONSTRUCTION. �- \ 2' x 1' CON[ TOE-OONN W/ 13. CONiRACTOR SHALL OBTAIN ALL PERMITS REONRED BY GOWE RNMENTAL AGENCIES NECESSARY FOR PRAECT CDMPLERON. 14. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE [HEN HE SHALL R£QRRE THE SERMCES OF THE ENGKE R OR ANY OTHER PERSON PROPERLY AUTHORIM FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE CORK. HE SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEWIS AND SHALL PROVIDE A5S5TANCE CALLED FOR BY 7HE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE MAK NNENEWER SO REQUESTED 15. THE CONTRACTOR SHALL PRES£RW£ ALL STAKES SET FOR THE LINES, LEWIS OR ,MEASUREMENTS OF THE. MNK IN ]HEIR PROPER PLACES UNTIL AUTHORIZED 70 REMOW THEM BY THE ENGINEERS ANY EXPENSE INCURRED /N REPLACING ANY STAKES MHICH THE CONTRACTOR OR HIS SUBORDIIA7ES MAY HAVE F44 D 70 PRESERWE SHALL BE CHARGED TO TILE LONIRACIOR 10' D.E�, 21.50� 10' D.E. -LOT 20 VARIES 12' DRIWE VARIES LOT 21 6TYP�I�CA�L ACCESS \�J DF�VE SM7XW "rs BETYAMV L073 20 AMO 21 PER PER E 12- WEN USED AS OF THE S70, SPECS 922 STAIRWAY HAAORAK ]D. 0 0 18' WIE N USED AS STAIRWAY HANARA9. FCOTNG DIA- 6' FOR SAFETY BARRICADE SEC FlON 4' FOR SAFETY HANDRAIL J SA :FN a4R LADE RAILING 2 PISS P.C./C.O.T. STD. DTL #105 Nrs 0100- 17 cfs 5O' D.E S• 1.Ox n- ACt35 25 B 16' d--0.6J IT V- 27 fµa LOT 18 LOT 19 1h- 1.0 R ) (920 12- x 6' CM TIM40 W 1.6 It mh (97.0 ( ) 6- X: 6 ; M21 x N21 awy. ROOK RIP -RAP SLOPE N PROTECTION OVER FILTER FABRIC 050=6 , 12 THICK 24' SPIRAL RIB \ 2' x 1' CON[ TOE-OONMN W/ ✓ IPE CLASS I OJCO-l�CF.S 6" X 67, N2.1 x WLi WWF. 7 TYP>aCAI DRAiVAGE SECTICYV \,2_,l BE•TCEEN L07S 18 AND 19 NT's 20' D.E. 0100= 12.7 ch S- i9.Jx d 1.Jx n- Aai! Lor 40 LOT 41 d- R M{ 0.57 R �, 57.5 pad= 56.9 16. IT SHALL BE THE CONTRACTORS RE-' CMSBILlTY TO FURNISH HAUL AND APPLY ALL WATER '� ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR AMPLY l� 7.! f 29 fp.a P lb- !.0 R ACCEPTANCE OF ANY OF THE FCCLONNG TYPE(S�l MACALDRA4MCiE SECTM �It REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION WALL(5 RETAMNG OR OTHER � 1.6 rap i/n stow o/ flier cllannd � ACTIVITY. THE COST THEREOF IS TO BE INCLUDED /N THE GRADING CONSMW77OV PRICE 6.1 AT LOT 5 N. T. ANY RE7NFORCfD CONCRETE STRLYCTCWf(S) 17. ALL ORGANIC MATERIAL SHALL BE REMOVED NTTHN THE CLEARING LIMITS FOR NECESSARY C ANY EIMSAWMEN1(S) WO-T PRIMARY PURPOSE IS TO FUAICTON AS with *-rW (d5O�- M 4 Wck qwi) GRADING TO A DEPTH OF SX (6) INCHES AND HAULED FROM THE -7E PRIOR TO GRADING A RVENT7AN/DEIENTION STRUCTURE 18. A REPORT OF SOILS INW5776477ONS INCLUDING RECO1,0"ATKMS FOR GRADING THE I7EW LISTED ABOVE ARE APPROVED FOR LOCATION ONLY, S'FPAR47E t0 !YPACAL- DR4L9NACiE SECTION PRCIGECUR£S HAS BEEN FREPARED BY 'MMCOV , PRO.ECT Na 6J035121, PLAN LWECRS AND PERMITS ARE REQX+40 IN ACCORDANCE NTH THE 2 M7MEEN LOTS 40 AND 41 NTS AUGUST 20, 200T FOR IHlS PR0.fCT. EARTHWORK SHALL CONFORM TO THE APPLICABLE CODES OF PC TOW OF ORO VALLEY. LOT LINE REC'OMMENDATOVS CONTAMIED IN SAID REPORT, AND ANY AM8W)METV75 MADE N&YETU. 5' TYR BAG( 1.5' /S COMP(£ l S 19, 7HE SOTS ENGINEER SHALL OBS':RWE, INSPECT AND TEST ALL COVSTTRUCTION Jf. UPON AND MAJAWFACOMIUVCL'BY T OF CONTRA TRAFFIC CONTROL OUNCES SHALL BE POSTED 2 CORNERS BY THE CONTRACTOR OINiM'. KNTIMEE AS THE NGR/C TD. OPE2411OlS INCLUDING HUT NOT LIMITED TO' LYEARHNC GYRUHBWNG ALL WARMIC SIGNES, RARRKADE$ ETA, SHALL BE IN ACCORDANCE NTH THE OVER SUBORADE PREPARATOM, STRUCTURAL, TRENCH EXCAVATION AND SACKEBL, MANUAL OF UNIFORM TRAFRC CONTRA[ DEWADOPTED BY THE STATE OF BUlCD D.F MATERIAL TESTING, TD6'E7HER NTH PLACEMENT OF FILL SAID ENGINEER J p 0 ARZANA PURSUANT ID A.R.S 2L3-85A SHALL CERTIFY IN NR IW� THAT ALL SOILS OPERATIONS AND MATERIALS D.F.1 r- II 12 USED FOR THIS DEWEL"E•NT MERE PERFORMED iN ACCORDANCE NTH THE JZ BUILDING SITES SHALL BE CONSTRUCTED TD NITIN 0.10 FOOT OF FWSN BUILDING PAD RECOMMONDATiMS AS SET FORTH IN THE GEOTEAVNICAL WWES77GA17ON OF ELEVATIONS AS STAKED BY THE ENI:AM.. STREETS AND PARKING AREAS SHALL BE RECORD AND ARE 1N CONFORMANCE NTH THE ACCEPTED PAWS BE CONSTRUCTED TO WM +0.10 FEET OF FUSH SU9GRADE AS STAKED BY THE ENGINEER. 1.fY SPECIFICATION CST77RCAWN IN CRITINC, ARE TO BE REOSWED BY THE 700 OF ORO VALLEY PRIOR TO THE REQUEST F'OR FINAL INSPECTION AND JJ. THESE MMRO45ME NT PLANS HAW 869V PREPARED NTH IHE INTENT THAT 12 77MAL CPADE OUT DETAL RELEASE OF ASSURANLL:-x NTS THE FIRM OF STANTEC CLR'SULIING'INC NWl BE PEIPFAPWiVG THE L1OV5iRlC770M 25.E OR FLATTER INIl REQUIRE IR£V£GETATCW PER P.A.O. 20. ELEVATIONS SHOCK ON WS PLAN ARE F..EVA17ONS OF FINAL IMPROVEMENIS STAKING AND CONSMUCIKW OBS_RVAWN FAR THE C'OM PLE7E PROL£CT 2.5' 1 JO 2.1 MLL REQUIRE DUMPED ROOK RIP -RAP OVER FILTER FABRIC 1n IF iHONEVET', ANOTHER EN(7NEERlNG AND/OR SURVEYPNG fTRAN SIQlLD 8E 2• I LTD S 1 J1WL REQUIRE RQX-W-RAE-SET IN 4' CONC. GROUT 21. CONTRACTOR SHALL EXERCISE EXTREME CARE TO MINIMIZE DAMAGE TO NATURAL GROWTH AND WRK WHIM EASEMENTS AND ROADWAYS 22 ALL REMSONS TO PLANS AND SPECRCATOYS MUST BE APPROVED BY TOW ENGINEER PRXR TO CONSTRUCTION 23 7H£ COW7RACTAR SHALL BE RESPON-SIBLE FOR THE CARE AND MAINTENANCE OF EVSTING IMPROVEMENTS AND VEGETATION IN THE CORK AREA PAVEMENT CURBS, CART PA MS AND ANY OW OWMUCTGNS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES IRRIGATOR LINES lRRW n6N CONTROLS DRAINS STRUCAIRE5 OR OBSTRUCTIONS NOT SfONI' ON THESE PLANS SHALL BE MOVED, ALTERED, CI REPAIRED BY THE CONTRACTOR NOV ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PROTECT. 24. PLANS HAVE BEEN PREPARED PER THE DOS77NG U77UTY COMPANIES PLANS NTH IN THE LIMITS OF THE PROPOSED ROADWAY IMPROW£MENIS AND HAVE BUN SUBMITTED TO THEM FOR COMMENTS 6'X6-, N21xW2.1WW.F �s1 TYMM- DR4MCCE SE'CWN 2 BETWEEN LOTS 29 AND JO N.T.s 28. ALL J. I SLOPES NAIL CONFORM TO THE SEED MIX ANSTALLA770Y PROCEDURES 29. A.R.S 541-844 d' S41-M5 REQUIRE THAT THE ARIZONA STATE MUSEUM BE NOTRED AN THE EVENT HUMAN REMAINS OR FUNERARY O4.ECTS ARE DISCOVERED DURING GROUND-DISTURH,WG AC77W77ES OR CONS? W77OV. EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING AND/AR CONSMUC71ON OBS£RMADON, NOTICE IS HEREBY GIVEN THAT THE FIRM OF S7AN7EC SHALL NOT HAVE ANY LIABILITY OUR RESPORMUTY FAR THE ACTS ERRORS OR OMBSSOVS i aUDING AETXM,EIVT ACTS ERRORS OR OMISSIONS; OF OR BY ITSELF OR ANYONE ELSE, MHIC H MIGHT OCCUR AND WI)M CORD HAWS BEEN AVaM,, CORRECTED OR MITIGATED F STAN7EC HAD PERFORMED THE STAKING KW AND/OR CONSIIRUCiM A45ERVATOV.. J4. THE PROFESSIONAL ENGINEER OF RECORD STALL SUBMIT AS -BUILT RECORD DRANNGS AND CERTIFY IN CRTNG THAT ALL IMPROWEIIIENTS METHER PRIVATE OR PU&IG HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC IN SUBSTANTIAL CONFORM!ANC£ NTH THE ACCEPTED PLANS FOR THIS OEW IOPMEFIT. CERITFICATIONS IN NIWTING AND THE AS-BAr RECORD ORAWNGS ARE TO BE RECEIVED BY THE TOW OF CRO VALLEY A MIOMWA/ OF TC0 (2) REEKS PRIOR 70 THE REQUEST FAR C£RTEr1Gt7ES OF OCCUPANCY ANO/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC CORKS AND TN£ RLIfASE OF ASSURANCES EXCEPT FOR MODEL HOMES INTENDED TO HE USED FOR SALES PURPOSES F THE PRDECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE 15 IT SHALL BE THE SOLE RESPO57BILITY OF THE OWER(S), THEIR SLUCCESSORS O A-59GNS (AND/OR THEIR CONTRACTOR, WEIR SUCCESSORS OR AS96NS AS APPUCABL£) TD PURSUE ANY NEGOTIATIONS OFTAAN ANY AC,REDMENTS AND/OR PERMITS ETC, FROM ALL NECESSARY ONNERS PRYVA7E AND/OR GONE NOENTAL AZYCES IN CHARGE OF PRLIPER77ES AND/OR RKHF-OF-WAY ADJACENT 70 (OR A0G ffM# G) JILTS PRO.ECT, THAT MAYBE REQUIRED 70 DO ANY WORK (CONSTRUCTION, ACCESS M0000ATIONS GRADINC, DRAITAGC STRUCTURES RDADS ) ENCNOAC YK OR AFFECTING - DIRECTLY OR HNORfCTLY - ON iNESE ADJACENT PROOD77ES AND RKHT--O'-WAYS ANY CONC7VA&E MANNER REGARDLESS OF NIFTIER OR NOT THIS MARK IS 9MQIN OR DESCR D ON THESE PLANS 26. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 FULLY COMPLY NTH U.S EPA STORM WATER DMARGE PERMIT TN ACCORDANCE NTH THE REPORT AND POL U77ON PLANS PREPARED BY THE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING COVS7RUC77CM PRICE 27. GRADING BOUNDARIES SHALL BE CLEARLY MARKED AND ALL MONK NLL BE C0Vf7NED TO APPROVED PRO,ECT PROPERTY LINES AS -WOW ON THESE PUNS iB 12' 2? OR6E 'A STs, y�o 1. \ 52 LF. 14' 0100. 1f CAS PINE AT 27% 16A9,01MO ALONG 7yE PA0P0SE0 A ORZ'Wlq.P WIL4 CONSI97Of CUTS VP TO /J fT,fNP FILLS vP70 io, r" FF.E 100 YR. NSE" T.O.W. i 3' TOE OF a BANK PROTECTION hz oiz / PROP. PAO L omw W/ W2lxW2/ WITF rJ TYPICAL R4W PROTECTION AT THE NEST WE OF L07S IJ - 18 N.T.S SMOTE !� \ TURN OW BLOCK OK BE•ARNMG BLOCKS 70 BE ITS SIDE FOR DRANNA &WJ7ED SQL (m) THROUGH OPENING WALL OP64W DETAIL F.ORDRAMCE "Is (rw © t © r&E LOTS) G9�E12'�� 1 O0 Q/0.0- 9 GFS '- 62 L.F. 24' SR PIPE AT J7x 11 TYPICAL DRAMaE C� SECWN AT LOT 4 "rs 20' DZ r 6' r LOT 24 LOT 25 0100- J04 ch pad- 01.5 pad-- 06.7 S= 0.60 x a= 0.OJ5 d- 1.1J It v- 285 Lp.s -� A5 0.2E 1t dpth- LJ Nt (min) ;f TYPICAL DRA MC:E SECTION WrNEEN LOTS 24 AND 25 H rs T 11 10' TRAM -1' RADUS J TO 6' WIIRT CURB 14 SC Ura? SEC%%ON (PLAN HEM TYPE 1 PER P.0 O.T. SIA DR. 90 NTT MDfIF/ETT 20' D.E. 10' 10' LOT 37 LOT 36 QfOO- 4 cb pad- 36.0 pad- A2 S. LO x n- 0.025 �E d- 0.5J If V- 24 fp.a T Po- aio R depth= a6 It (mh) rs T YMAL DRA4MW SECTION OV 12-03-18 8ETREE7N LOTS J6 AND 37 Nrs n__-.�a. W..\ IIW\25602631\CIVIL\DWG\GRADE\GRA-02DWG YIL IM M \A[ sNMi i-eoo-Paz-saga DESIGNED: TLH DRAWN: LHC CHECKED: WDT DATT-- FEB.2006 JOB NO.: 85602631 D-2 2:. ex 7 UTILITY. NEW SG41£Y MQICMENT as PER SO. f103 JI R/W 50' PUBUC ROADWAY R/W .1o' PUBLIC C/1 ESVL UwTYESMr. aM& EiEM& REV777 C/1 ROADWAY . 15 C f5 to,_�' 3 6' TYP SPOT REYAIIQV ,d d .. 6 _ 6' t 4 J' J' 4' D.F. N I I 57lOrN CH PCAN SN1S. 1n : -� � 2 �y v ?S 10 P lI E &I MAX W� y 4' WIEWAUf Ar-' zr QU Y di L �- PER P.G QT. NQ 10n Q.: f6 6N 2' rEDaT aee' STANDARD CLM ACCESS RAMP 1 15' 4 AELG J PC/COT STA OTL d PER P.G QT. AKL 207 W 4 [AAAYA/O rITN b COMPAC71D NQ 209 (TYP) e• 1EIt acre a 1>E CTA81E wARnaruc ( eAaC CF ane Sus�Ao srRIP PER Agar. s7a DETAK C-DaJo 1D' \VAL y A.QG SHALL BEGW A EW OR e�R r M' PWATE BTT�T SCCTKaIN . aeciss air>Fa ELEV. We IERITCAL an own 1> l REJ16Ul KILL WARP SEC7POIV SUO°E 6 4 COAKWI TE CM TR4AGTM J � VERTCAL. CLM - n 3 . PERRC/C.OX STD.'D7L #11I9" PER STD. D7L.f210 c� r cor LwE WALL WALL 4 TYMCAL SLaEW" DETAL ROADWAY . LavTa4a( ASPIULT i FOE14/NO FLI? e KTr NTS .. TApf LYUT EAST. GROW m ORA6A �- �� RAY 1/2'samvDUs TYP SPOTRm StirUVAWN tdVE U711TY MIT r Tn FAG>IWE .qNr FLui? sNoxM av PUN sNTs � zaDs # � W � r OF RAAWOURs J/4.1z =� O ALs MP OF � t ' � W � �t a 1(►ux) PwT. SURFACE I } Dow av OF amR8 24' " (wan sL,�6 DATs) I.M. � co 0 r Kvx an I®C�TE Cl� TEPAN4L DErAL " CONCRETE W�CE C(48'SEOPC PER sSFWOE (1 PER P.C/C.O.T. STD. DTL #2l2' PL39 P..C✓C.O.T. STD. DTI_ #209"` 9 G�O�MCfWTE HMDE>R DEML: ! W .WORT —OF —WA - L P� % _ ... A FRO�DRAarAce B sPurmi AwAae- D 6Pr.1r.�x LOCAT710UVL�iETAL NTs .. _ 'PERPC CO.T. STD. DTL #2Li NT.� O 5 MWR o TYPICAL LOT DRAM GE PATTY ILT'S �� Puaw Rnr 50' PU&X ROAD RAW IFAIS PR0.ECT pn .. P Z .. 10' PUBLIC COMMON AREA A' COMMON AREA B - 59, /L RIVER EDGE ' f0' 15' C 15' U]AJTYESMT. RETENTION BASIN LOTS 70-102 B Q 56, WS PROJECT p/1 4 45 J 4 16' 43' DRAINAGEWAY Q J •78 • COMMON AREA 'B' ACCESS 2 I RETENIIONBASWI• QS 1•AG(MPL) 2 ca Y 21.50' q a 16' 43' DRA/NAGEWAY 16 .. � 9 : c 4 O ACCESS 3 e h2' WIDGf G R8 23' S' 28 4' . 5' 2.3' 6 2 0 4?I " 0 23' 5 28.4' J 8, �Fp w'AL aWB� 4 A i ) PC�pT S)A DTL B Q �} • �5 �INCKaASS �}9 Nd 109.Si )lL /. 51�WAOE Nlf 209 r"Pa ® 2x1'2S' �iPuz to zz2 GFs r l 6' 'Sr" CLANG �' 12 " TYPICAL ROADWAYSECTK�IV 1 MAX w�IN O W/6'x 6; 021 x WZT IKWf 3 NTS V 66• EXIST. HAND PUCE R CNC 7 )W� RIP -RAP, 050 6; SET ° . OI00 (MAX) _ 1,03B c.fs. CpQppppQCp D $0 C 48 L.F 14' 2G IN 4' THICK GROUT CLUDES FPS B) R �AR 10 WM OPL� DETAL ((a � � � 4. 6rsTALL ITIQV tf PEE MKL R£OIARE VAS EXIST. HAND PUCE � �= p•3z At TS REMOVAL AN'D REPLACEMENT OF ROCK RIP —RAP, CONSRUC ' . g hl (SOUTH OP LOT 15) Q PUTe Ar6aEr " f N toTHE eA r fan troIt ]E 1, Sf FLOW DEPTH= J.MEW cac PH FT YYYr " �' .. TYPOGAL DRAI1tAGES1ECTay At n DRANAGE SECTION AT I ROUT R,P-RAP BLANKET (COV N3TRUCTED N SEFAM TE CONTRACT) SOUThEfLYL3ASN AILS .• 1, WlFZIFRFAEI6C (050= 67 IFIIS.PRaECT p^ P R^Y ( COMMON AREA A' COMMON AREA '8'= 59' � RIVER'S EDGE r IRIS PMECT J0' ROW VACATION aASS .'r Mr., RETENTION BASIN 43' ORAINAGEWAY LOTS 70-102 PER DKT. _ PG _ R/W p000 PSL' 2B DAYS) v I 2 16' 0,5' _ 1 DRAINAGE AND UTILITY EASEMENT 50' DEDICATED R 4' I*xYCQCG 7VE L10rN I ACCESS 21.50' 15'PRIVA-]E 1 C� R� o ' W/6`X6, W21 x IIa:1 IKW.i ' LVUINACE ESM7. BY l!ti f/WiL PLAT IS TYPICAL DE%AL OF CONC. .TOE -DOWN 23' 1 5' 28.4' 5 2.3' .. 25 11.5' 24' 8` AT CA, 'A' SOUTH OFLOT NTS . T 5' 15' S' 2' 1J5' . 8' 12' 12' ( B TX r 5 c�i I , - . t4l5{ b raw n0 5 - � 6 , is !'! 8 �i . 1 MAX pioo��) - 1.038 C.I.S. .•� .. 0100 ((MAX) _ 908 c./s. VARIES 2' - 6. 1FOdG CLASS IS' CONa EXIST. HAND PUG£ ROCK (INCLUDES FB) V. 9.8 FPS DESIGNED TLH D = 5.0'. -(INCLUDES F.B.) W/ 6' x 61.021 x W21 wws. RIP -RAP' D50 6 SET: EXIST. HAND PUCE IN. 4' TNICX GROUT ROCK RIP -RAP, CL<JSRUC7ED n= O.OJS S= 1.3X DRAWN LHC EXIST NAND PLACE ROC RIP -RAP' 050= 6, SE ' T :. V= 13.5 FPS !N SEPARATE PHASE FLOW DEPTH- 3.5 FT CHECKED:WDT IN 4' THICK GROUT n= 0.035 S= 2.76X PAD 2' i�1 (on bottom only) DATE FEB. 200E FLOW DEPTH= 3.5 FT -L 2C TB DIRANAGE SECT M AT JOB NO.: 85602631 EXIST. HAND PUCE ROC)( RIP -RAP• CDNS7RUC7ZD 14 T %P AL ROADWAY SEC7701V � � � � � �.� • � —f' � � - � � WER OPENW DETAL. . r N Fs .., (o SEPARATE PHASE (on bottom only) o,d (CO N97RUCTED N SEPARATE PMW N LS FINAL DRANAGE SHALE oflot 19) . AT 1% MML SLOPE -C GRD-3 SLOPE oG2-03-18 .. . • 2TYPICAL DErAL S /OWNW OML 10 1~[ 4�[/I9'10 J NTE R LOT GR40 WQ - NLS . . YkAcl@E\&%02631\CTAL\DMB\GRADE\au-UDWG CaVMW MUMS- I' 1 � 1 01m•179 �o c� KEYNOTES v ,�0•�+ ••� e, rf:':: 261x o AREA 70 BE WED 70 NSURE POSMIC MMAG � g ® � EE SHEET ROpf R -RAP �AMYET W TER FA8MC (050-6) FW 6•' r` '78. ® DRAW4AGE PROTECnON f x °`L rOE DOWv W7M 6' x 6, 021 X 021 W.WE A B07H SMS (105 LF & 145 LF) t ® \ 1Q� ` ` ' • 6 v N.W= �� .. • 4 Q d r :'a►s,. ` OTS 70-102 ARID COY, C7 0 M25' �:a Q75' 8 b 61.0 \ ,.. X 0sa I ' U VIDED y %7 . -A N/NG. D. ;..::.: IS z �� 2581.1 . gw.` •f1p� l-1 �1J X 4/ .. V 6 ! Q 25684 s TYP. SECTIOIV SIOWM SPAT-%n �� yam/ • 7— �M CE p' r • �1S Eg � 4 lM7�ll��y/c�M1�f/-M� II"7G �G��VQ•�.LJ v x.� KLS CvIt1V BOX CLIGlII 257.1...8 ......................... ••,,t 0 $5�1➢i vl l$aL g ' 2571.8 0 i '; b L G g \ i�`k • 69 i. . 258 'LR tii R:. V . R/lY 50, RIE%IST 12' x 6' x 7' ' : .: M.H. IItV= 59.0 25' y x Jul ' 2572.9 15• 15• !: 50' LF MOW B nvu � gW 1 SW i• s �o � e t SL7 s4 ♦ TMK7f GMff r [ 2573.6.... • i RT PG.I...2 100 1 T 1¢ .1 t8J7A5 r HV-86 ZrNaa a .. L+1Ss�2572:71 •o W W17ER _ QEY= 271 60 LF. MEW CaVC BOX AT 1.671 M1� a E DUft tic. CHECKED WDT N � DATE FEB. 2008 ODY&AL SIRUCT WE MOM � [-- W � �, OT+ JOB NO----B5602631 (D coNM4C7CW 70 OpYSwwr MEW outLL7 "WALL Q)mw7M EAsr MWJG WALL /S Ar A 30' ANGLE too Wu_.u6 PER AD.QT. sm NQ B-04.10 /�ADWALL (21 &iqm) K10 906a A01 ®R Aaar s1DaNQSBC-o4jo EADMwa (i(i Vie) V. uss x! /� FW IPC W-VK Lam a1 a OV12-03-18 GRD-4 C/� STA. 9'f2%8 (2 X S" CO}I BOX CLL►G77M KZs 11NT 5 EMIER/W" PE AEW STROEW - (SECT)l'afV TAK6V AT C/L OF 3TAilCnM (SEE S7EEr W-A BE7M MV L07S ,u a N TF�4 SST OFPL4N3 � 7O BE r w.Ncn��6srAz631�av��Owc�cRwe�cxt�—ot.owc 0. i 4 OF I RIVERS EDGE/ i CANADA DEL ORO ESTATES /l BK.62 M&P, PG. 37 N81'43'40"4y / 153.35' z' 11 1 I ' 1 I '1 I 'm 1 I ' 1 '1(P I ,o 27 Iw 1 a? I 1$ I 1� I 11 I �- I I i I � A$�A 15' EXISTING DRAINAGE EASEMENT 29 (TO REMAIN) r 5' EXISTING DRAINAGE 176 EASEMENT 01' (TO BE RELEASED) N81'43,40^E---------- ___ of / / I EXISTING DRAINAGE EASEMENT (TO BE RELEASED) co / o / z/ 26 / 6 I 0 1 � I 1 I � I ` 23 EXISTING DRAINAGE EASEMENTS RIVERS EDGE/ CANADA DEL ORO i ESTATES BK.62 M&P, PG.37 N81'43'40"yy 153.35' 26 29 15' EXISTING DRAINAGE EASEMENT- 176_01' (TO REMAIN) I I I I I I I 06 I I I I 25 ' � I I ' I I I I I I 24 I I I I I I I PROPOSED CONDITION W O 0 �cr 18, 2012 RIVERS EDGE/ l CANADA DEL ORO ESTATES 11 BK. 62 M&P, PG. 3 7 N81*43'40"yy 153.35' 15' EXISTING DRAINAGE EASEMENT 29 (TO REMAIN) 5' EXISTING DRAINAGE ' 1EASEMENT 7s 01, (TO BE RELEASED) N� N81'43'40"E--_----_..... _ of i i EXISTING •Ni DRAINAGE EASEMENT I. (TO BE RELEASED) a 2 / 26 i `-- -- -- -- -- roljv:f V T61IN 1�1A i 23 �t Cb I I 25 I I I I I I I I I I I 24 I I I I I I I I EXISTING DRAINAGE EASEMENTS w O 0 RIVERS EDGE/ CANADA DEL ORO i ESTATES BK.62 M&P, PG.37 43'40 "yy 153.35' �o 27 ,w o V i ASgA SAT E• i 23 26 29 15' EXISTING DRAINAGE EASEMENT- 176.01' (TO REMAIN) I I I I I I I 06 I I I i � 25 I I I I I I 24 I I I I I I PROPOSED CONDITION w O 0 Easements\Lot 26\Site Plen. Cwq Pion- Dec. 18, 2012