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HomeMy WebLinkAboutOV1802080OQO��IEV gq�0y9 SOUNDED 1911' Town of Oro Valley Community & Economic Development November 20, 2018 Robert Schlicher, P.E. The WLB Group, Inc. 4444 East Broadway Blvd. Tucson, AZ 85711 Re: Final Site Plan (FSP) OV1802080 / Civil Improvement Plan (IP) G1802082: Public Sewer and Private Streets for Villages at Silverhawke Phase 2— Final Acceptance Letter Dear Robert, The Town of Oro Valley's Community and Economic Engineering Permitting Division has completed review of the Final Site Plan and Civil Improvement Plan Mylar electronic submittal for Villages at Silverhawke — Phase II project. The plans have been accepted with one (1) condition that can be corrected before the five (5) bond set submittal for the pre -con meeting. Attached is the Town Engineer's signed Mylar cover sheets for the Civil Improvement Plans, which encompasses the Public Sewer and Private Street Plan Set. In accordance with the ORO VALLEY ZONING CODE (OVZC): SEC. 26.3, the technical accuracy and conformance to the current minimum design standards and requirements of the TOWN OF ORO VALLEY, and other applicable standards are the responsibility of the design engineer. Please make the following correction to the Final Site Plan / Civil Improvement Plan on Sheet 14 of 21. "Please make corrections within the Storm Drain Pipe Table on Sheet 14 of 21. The size descriptions column of P-A5F-2 and P-A5F1 do not match the material designations column (e.g., SRP, RCP) stated in the submitted electronic Mylar Submittal Sheet 14 of 21." Any proposed revision or modification to these accepted plans shall be submitted to the Town for review and approval prior to such revision/modification being made in the field. As -built record maps of final site construction shall be submitted to the Community Development and Public Works for review and acceptance prior to the request for final site inspection. Please provide Oro Valley with 5 complete "approved" bond copies with the Storm Water Pollution Prevention Plan attached and a digital copy of the approved plan sets. If you have any questions, please call me at (520) 229-4823. Sincerely, k 0 c4l�� Marvin Miller Engineering Design'Reviewer Attached: Final Site Plan / Civil Improvement Plan Mylar Cover Sheet, Final Acceptance Letter cc: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 0 POJp4.LEY AR/2��9 A'OUNDED A9la Community and Economic Development December 4, 2018 Robert Schlicher WLB Group 4444 E. Broadway Blvd. Tucson, AZ 85711 rschlicher a()wlbgroup.com RE: Final Site PlanlImprovement Plan, Landscape Plan, RWHP Villages at Silverhawke Phase 2 Approval Letter (OV1802080) Dear Mr. Schlicher, Thank you for submitting Mylars for Phase 2 of the Villages at Silverhawke subdivision. The aforementioned Mylars are signed and available for pick-up from the Community and Economic Development Department (11000 N. La Canada Drive). Please process them with Pima County Addressing for annotation. Upon completion, please return the original Mylars along with a complete PDF copy of the approved plans to the Town. If you have any questions, please contact me at msimms(a)orovalleyaz.gov or 520-229-4836. Best regards, Milini Simms Senior Planner msimms(a)orovallevaz.gov 520-229-4836 cc: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 404 COMPLIANCE STATEMENT This development, Villages at Silverhawke (Phase 2), contains a gross area of approximately 22.24 acres. The site is located in a portion of Section 06, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona. I, RobSchlicher, am a Registered Professional Civil Engineer in the State of Arizona and am responsible for the preparation of the report for the above -referenced project. I attest to the following statement: This project has been determined to be jurisdictional pursuant to Section 404 of the Federal Water Pollution Control Act amendments of 1972, 33 USC 1334. ATTESTED TO THIS 11t" DAY OF September 2018 COUNTY OF PIMA) )SS STATE OF ARIZONA) THIS STATEMENT WAS ACKNOWLEDGED BEFORE ME THIS 11 1th DAY OF September 2018 NOTARY PUBLIC MY COMMISSION EXPIRES ��► 111 13 Villages at Silverhawke-Phase 2 Drainage Report OFFICIAL SEAL JOKY BRYN RYAN W ARY PUBLIC -STATE OF ARIZONAPIMA COUNTYy Comm. EXOGS 11-17.2012 WLB No. 182053-JO13 s Yn, TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 01 PHONE: (520) 229-4800 FAX: (520) 742-1022 ��UN www.orovallevaz.gov/dis E0191A 1.2 GENERAL APPLICATION FORM Officeu�s�e OV Cas �`u-or: Application Type: JUL I Major General Plan Amendment Ell Final Plat 3 ZOj$ G ❑ ❑ Rezoning/PAD Amendment ❑ Pre -Application ❑ Planned Area Development ❑ Zoning Verification 13Y..... ❑ Conditional Use Permit ❑ Sign Criteria '• ❑ Zoning Code Amendment ❑ Sign - PAD Exemption ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility — Tier 1 and 2 Minor ❑ Conceptual Architecture ❑ Communication Facility —Major ® Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan U Other Improvement Plans Subiect Pronertv Information: Address: NEC of N.1st Avenue & Palisades Road Parcel/Tax Code: 220-06-0610 Subdivision / Commercial Center Name: Silverhawke North Blocks 1-9 Book / Page or Sequence Number: 20172490001 Lot Number(s) Legal Description: A portion of Sec. 6, T12S, R14E Section/Township/Range: Sec. 6, T12S, R14E Area of Property: 22.2 Ac (Disturbed) Existing Land Use: Vacant _ Proposed Land Use: Single Family Residential Applicant Information: Applicant *: Name: K.C.O'Haver Address: 3275 W. Ina Road Telephone: (520) 225-6800 Fax: Property Owner(s) if different from Applicant *: Name: Address: Telephone: Consultant*: Civil Engineer Name: Rob Schlicher Fax: * If more than one, attach list Firm: Meritage Homes _ City: Tucson State: AZ Zip: 85741 Email: Kenneth.OHaver@MedtageHomes.com Firm: City: _ Email: (Discipline) Firm: The WLBGroup, Inc. Address: 4444 E.Broadway City: Tucson State: AZ Zip: 85711 Telephone: (520) 881-7480 Fax: Email: rschlicher@wlbgroup.com State: Zip: �'' 00 Project Description/Narrative: We are proposing to develope a low density residential neighborhood using the conservation subdvision option and the modifiied review process. This submittal covers the Phase 2 development. I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to do so may delay issuance of permits. See attached list of agencies. Linda Thompson 7/20/18 Applicant's Signature Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 6 r P' 1.3 Final Design Submittal Checklist The Final Design Package is submitted in two stages: • Post -Town Council Submittal, followed by • Construction Documents submitted for permit Please note additional site specific information may be required at staff discretion. ® Fees ❑ Response letter noting how each Town Council Condition of Approval, staff comment, and agency comment has been addressed for each plan component. Submittal Type IR Final Site Plan (Only) - Size 24"X 36" (8 copies) o Provide plan in .dwg (CAD) or .shp (ESRI shape file) format. ❑ Final Architectural Design Plan (Only): (4 copies) o Architectural elevations — Color, Size 11" X 17", o Building cross sections — Black and white, Size 11" X 17" o Color & materials palette — Size up to 11" X 17" o View of Building rooftop — Color, Size up to 11" X 17" o Site Cross Sections — Color, Size up to 11" X 17" ® Final Landscape and Buffer yard Plans — Size 24" X 36" (5 copies) 12 Final Irrigation Plans — Size 24" X 36" (5 copies) U Rainwater Harvesting Plan — Size 24" X 36" (4 copies) The followina items must be provided as noted in annroval letter: ❑ Conditions, Covenants &Restrictions (3 copies) ❑ Riparian Mitigation Plan (2 copies) ❑ Final Traffic Impact Analysis Report (2 copies) Previously approved ❑ Geological Technical Report (2 copies) Previously approved ❑ Drainage Report (2 copies) ❑ Phase 1 Environmental Assessment (2 copies) ❑ Assurances LA Title Report, current within 30 days, including Schedule B items with all associated documents (2 copies) ❑ Boundary closure calculations with coordinate reference to identifiable points (1 copy) For re -submittals and subsequent staff reviews, the number of copies shall be noted in staff comment letter, plus one copy for the file 7 AS -BUILT CERTIFICATION: (LANDSCAPE) I HEREBY CERTIFY THAT THE PLANTING AND IRRIGATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE LANDSCAPING AND PLANTING GUIDELINES FOR PUBLIC SEWERS PER PIMA COUNTY RWRD ENGINEERING DESIGN STANDARDS SUBSECTION 7.7 REGISTERED LAND SURVEYOR DATE REGISTRATION NUMBER EXPIRES CERTIFICATION: PAVING & GRADING AS -BUILT ATION: C C ( ) I HEREBY CERTIFY THAT THE "RECORD DRAWING" MEASUREMENTS AS SHOWN HEREON WERE MADE UNDER MY SUPERVISION OR AS NOTED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. REGISTERED LAND SURVEYOR DATE REGISTRATION NUMBER EXPIRES FND -1' IP TAGGED PE 9651 (JONES) 14.45'EAST H \w. EX. SMH 5310-B17 RA-D 61 MH #10 [P2] 104 ' AS -BUILT CERTIFICATION: (SEWER) k -� I HEREBY CERTIFY THAT THE AS -BUILT ANNOTATIONS PROVIDED ON THIS DRAWING 62 MH #07 [P2] 105�06F1071 108 109 F110 132 133 WERE BASED ON AN AS -BUILT SURVEY CONDUCTED UNDER MY SUPERVISION AND i 63 103 ��' SEWER ESMT. 131 134 ACCURATELY DEPICTS EXISTING FIELD CONDITIONS TO THE BEST OF MY KNOWLEDGE w SEE S 10 64 102 VIELELASGE • 9 \ ` DKT. 8646, PG. 111 130 135 149 ti SILVER \ DKT. 8616, PG.1200 06 ` f AND BELIEF. 65 66 67 RIDGEWAY \ 112 148 ch LU x (0 E CANYON 101 DRVE PVT. �'' \�� 129 136 m w V PL.(PVT.) C.A. „A ) \�� SILVER 04 ; REGISTERED LAND SURVEYOR DATE `Z -0M I I'i C.A. "A' GA-B HLINE100 \\ DESERT 113 128 137 147 w > no. 4 L16 L13 8 Mp�TC 99 90 CA-B .0\ C A.DR ("A ) 127 CA-B 138 146 SILVER VILLAGE PL. REGISTRATION NUMBER EXPIRES `t "Q� 69 '� y�; (P) C.A. ��A,¢ I— o t MH #06 [P2] 89 'S- '9 \ 114 TANGERINE � M o I 52 7 70 98 88 9s�� , 115 139 145 of L. ENGINEER'S STANDARD DETAILS DISCLAIMER: HILLS tr 97 MH #04 [P2] EX-. SMH 5 - -B-16 126 CA-B 144 LOTS 1-1 8 51 71 87 ,, i COMPLYING WITH THE ARIZONA STATE BOARD OF TECHNICAL REGISTRATIONS BK. 26, PG. 29 I I ,, 96 I SEE SHT. 7 125 CATALINA SUBSTANTIVE POLICY STATEMENT REGARDING SEALING OF STANDARD DETAILS, THE ZONING=R1-36 50 72 PRESERVE 143 SHADOWS STANDARD DETAILS USED IN THE DESIGN OF THIS PROJECT HAVE BEEN FORMALLY 73 95 94 86 I I VILLAGE PL. s ESTATES ADOPTED BY THE AGENCIES THAT PREPARED THEM. IN VIEW OF THEIR LONG HISTORY [EX. SMH 10 I < MH #03 [P2] i �I (PVT.) C.A. "A" 142 K. 4 9-540 �_ 74 85 I 11 tl 124 141 BK. 41, PG. 24 OF USE, APPLICABILITY, AND/OR SOUNDNESS, THE ENGINEER ACCEPTS THEIR USE FOR - 53 '48 CA-B 75 3 MH #05 [P2] 'I 140 ING=PAD THIS PROJECT AND FINDS NO NEED FOR ALTERATION. EXCEPT IN CASES WHERE ITS [EX. SMH 09 54 6 91 84 I 0 123 USE MUST BE MODIFIED BY THE ENGINEER IN ORDER TO WORK WITH PROPOSED T;T-►i it 47 I d DESIGN CONDITIONS. SUCH MODIFICATIONS SHALL BE NOTED ON PLAN AND SEALED BY N. VILLAGE VISTA PL. (PRIVATE) 55 I 77 83 I �� 22 THE REGISTRANT ACCORDINGLY. SEE SHT. 8 MH #02 [P2] `{? I VILLAGE 8 79 MH #01 [P2] - 120 lit 121 Z , BASIS OF BEARINGS: 57 RIDGEWAY X. SMH 5310-B_15 SILVER DESERT D . (PVT) C A. "A" � � DRVE i PVT.) 4 80 L8 81 C4 L6 ` THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE NORTWEST 5 C.A. 119 z QUARTER OF SECTION 6, TOWNSHIP 12 SOUTH, RANGE 14 EAST, G&SRM, PIMA COUNTY, _ `� EX. SMH 08 4O 8 42 cart L5 " 4'09"E. STRADA IA s BLOCK 1 �r 41 40 L.9 -. C3 V ARIZONA. SAID BEARING BEING N00 0 �--� EXSMH 02 w EXIST. �°� . 19 \ - 39 n 35 I S__1 PUBLIC STREE (3 0 EX_. - 007 38 -p •- BASIS OF ELEVATIONS: Z 1 37 6 34 I THE BASIS OF ELEVATION: THE BRASS CAP SURVEY MONUMENT BEING THE I 2 18 . H 1 22 EX. SMH 03 � 1 I v N FUTURE EX. SMH 11 �•, ,.....-- m M BLOCK 3 CENTERLINE INTERSECTION OF FIRST AVENUE AND NARANJA DRIVE ELEVATION BEING 3 ,� 17 . 2747.74 NAVD 88). NAVD 29 GRADE ON PLAN + 2.28'=NAVD 88. 23 24 1 32 1 I 1 w BENCHMARK #1:) ( ) , - - 4 16 25 26 27 28 � N. SILVERWOOD DR. (PRIVATE) BENCHMARK NO. 1 IS A BRASS CAP SURVEY MONUMENT STAMPED RLS 35235 BEING [EX. SMH 12 5 15 14 ,l 31_ - - _ - - - atfle, THE SOUTHEAST CORNER OF SECTION 1, SAID BENCHMARK NO. 1 HAS AN ELEVATION 6 13 x EX. SMH Of EXSMH53'1 --4N. VILLAGE VISTA PL. (PRIVATE) 7 12 /I 30 OF 2647.46 (NGVD 29) . BENCHMARK #2: II I I 8 \,�_'� 29 BENCHMARK NO.2 IS A BRASS CAP SURVEY MONUMENT STAMPED RLS 35235 BEING FND. B M I CAB ,�' 11 EX. SMH 06 EX. SMH 05]\�\ THE WEST QUARTER SECTION OF SECTION 6, SAID BENCHMARK NO.2 HAS AN [EX. SMH 13 — I �,_ 0/po TAGGED RLS 35235 E. ESTRADA I FINAL SITE PLAN, GRADING PLAN AND PUBLIC SEWER AND PRIVATE STREET IMPROVEMENT PLAN FOR VILLAGES AT SILVERHAWKE PHASE 2 36 FD. BCSM A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 1 )31 STAMPED RLS 3678 NE COR SEC. 1 LOTS 59 THRU 104 AND COMMON AREAS A & B GARDNER " — — — UNSUBDIVIDED +'rjt�7EE: TAERtNp FtOA EX. SMH 5310-B-21 vE — — PIMA COUNTY X1STING PP _ --[EX. SMH 531 _B_ ] 219-20-9180 STAMPED RLS 36786 f o TREET - - - - - �� �`91 ZONING=PAD j oS EX. SMH 5310-8_1 - - - T 7 NW COR. SEC. 6 +ZSMH 4438-23 S890 34' 05"E 2612.85' SECTION LINE GARDNER t ` I 163 - I i FUTURE � PHASE 3 CAPRI CO LLC 1 4 I BLOCK 4 BLOCK 8 220-06-001 F WA.LGREEN r'' ' PHASE III KAI DRIVE 165 162 D.P. BK.22, PG. 64 �I FUTURE KAI DRIVE RNV (PUBLIC) FUTURE Z(JI�IING C-2 Q I HAS BEEN BLOCK I DEVELOPMENT 166 161 N PLATTED AND WILL ZONING=C-1 167 160 V wBE CONVEYED TO TOV o AS R/W DURING = S - - - - - FUTURE 168 159 -y L EX. SMH 5310 B^1 ] BLOCK 5 o :o PHASE II & IN cn Nf� PHASE 3 169 158 ORO VALLEY a 0 MH #09 [P21 rn \ BLOCK 7 170 157 DETAIL CENTER Z ? PHASE 2 I DRIVE D.P. BK.30, PG. 74 BLOCK DRIVE °�' ► (PUBLIC) 171 156 ZONING=C-2 (PUBLIC) \ \ SILVER Y DR. (PVT') C.A. "A" -B >r KAI DRIVE(PUBLIC) N \�\ G \ \ G2 �L15 L1 MH #12 [P2] \X\ 18659 CA-B i 185184 182 181 1130 179 178 177176175 :174173: 172 60 Rp,-B MH #08 [P2] \\ - - - CA-B SILVER. VILLAGE PL. (PVT) C.A. "A" KAI DRIVE (PVT) C.A. "A" 155 154 153 152 151 150 ELEVATION OF 2728.91 (NGVD 29) EAST 1/4 COR. !- 10 PATANIA (PRIVATE) NGVD 29 (GRADE ON PLAN) + 2.28' = NAVD 88. SECTION 1 EX. SMH 14]--- PERMITTING DIVISION -BUILDING CODES FND. BCSM THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: TAGGED RLS 35235-w ._ _ 2012 INTERNATIONAL BUILDING CODES WITH LOCAL AMENDMENTS WEST 1/4 COR, ' — _ _ _ — _ _ " �ALISADES ROAD SECTION 6 � � �� w �4-SE fSTREET= + 2011 NATIONAL ELECTRIC CODE IST PAVED ROAD -PUBLIC , 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN `` ,� EX. SMH 5310- -BOOK 8, PAGE 37 OF ROADS & MAPS STANDARDS AND FORMS GOLDER RANCH FIRE DISTRICT,, BILLY CROW & 2012 TOWN OF ORO VALLEY POOL CODE RESURRECTION OR A LEY JENNINGS �ENDY & FRED ELI BETH MACNEILL CAPRI CO. LLC PAG STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS LUTHE,RAN BAPTIST` FAMILY TRiiST I 2 0.06-002C 220-06-001G FND. 3" ACP CHURCH OF ii CHURCH OF OR 220-06-004A KING ZONING=R1-36 ZONING=R1-144 TAGGED RLS 20373 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL ORO VALLEY I VALLEY ZOIIN,=t1-72 220-06-0030 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES 224-02-03 220-06-004A ZONING=R1-36 MANUAL TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED ZONING=P SC ZONING=R1-144 PROJECT OVERVIEW ORO VALLEY TOWN CODE, CURRENT REVISED. SCALE 1 "=200' 26 25 35 36 35 2 2 It NARANJA DRIVEy 11 12 12 7 LOCATION MAP A PORTION OF THE NORTHWEST QUARTER OF F9 SECTION 6, T. 12 S., R. 14 E., G&SRB&M, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SCALE 3"=1 MILE LINE TABLE LINE # LENGTH DIRECTION L1 378.955 N890 04' 38"W L2 125.043 N00° 01' 48"W L3 895.714 N380 21' 06"W L4 402.068 N03013' 18"E L5 92.200 N80° 44' 14"E L6 50.000 S09015' 46"E L7 93.348 N800 44' 14"E L8 50.000 N860 21' 38"E L9 119.397 N830 21' 56"E L10 275.569 $640 22' 00"E L11 434.914 S220 32' 09"E L12 214.618 S440 59' 47"E L13 176.428 N900 00' 00"E L14 495.934 S00° 04' 09"W L15 75.000 N890 55' 51 "W L16 75.000 N89° 55' 51"W CURVE TABLE CURVE # LENGTH RADIUS DELTA C 1 39.64 25.00 90.85 C2 298.98 431.00 39.74 C3 93.79 325.00 16.53 C4 41.72 25.00 95.62 C5 51.53 525.00 5.62 ENGINEERS EARTHWORK ESTIMATE: OWNER DEVELOPER ENGINEER STANDARD DETAILS: CUT: 12,659 C.Y. FILL: 9, s94 C.Y. NET: 2765 C.Y.FILL CAPRI CO. LLC MERITAGE HOMES THE WLB GROUP, INC. PAG STANDARD DETAILS , PAG STANDARD DETAILS PIMA COUNTY RWRD STANDARD DETAILS QUANTITIES ARE APPROXIMATE AND REFLECT 20% 6088 W. ARIZONA PAVILLIONS DR. BLDG #2 MARANA, ARIZONA 85743 3275 WEST INA ROAD, SUITE 220 4444 E. ,ROADWAY BLVD. 103 SURVEY MONUMENT 210 CONCRETE CURB TRANSITION 108 SEWER/WATER CROSSING DETAILS SHRINK APPLIED TO FILL. 0.2' GROUND LOSS ASSUMED. (520) 744-1573 TUCSON, ARIZONA 85741 TUCSON, AZ. 85711 105 HANDRAIL 211 CONCRETE CURB: 205 4 DIAMETER MANHOLE CONTRACTOR TO VERIFY QUANTITIES PRIOR TO JAMES KAI. ATTN: (520) 225-6800 (520) 881-7480 200 CONCRETE SIDEWALK NEW TO EXISTING CONNECTION CONFIGURATIONS CONSTRUCTION ATTN: LISA HOSKIN ATTN: ROB SCHLICHER, PE 203 CONCRETE SIDEWALK: 213 CONCRETE HEADER 211 CONCRETE COLLAR FOR PAVED AREAS james.kai@kaienterprises.com lisa.hoskin@meritagehomes.com RSCHLICHER@wlbgroup.com NEW TO EXISTING CONNECTION 302 STORM DRAIN MANHOLE 214 24" WATERTIGHT FRAME AND COVER" 206 DRIVEWAY APRON 307 CATCH BASIN - TYPE 1 WING 305 GRADE ADJUSTMENT FOR 207 CURB ACCESS RAMP LENGTH AS NOTED EXISTING PRECAST MANHOLE 0' 200' 400' 600' 209 CONCRETE CURB - TYPE 2 309 CATCH BASIN - TYPE 4 NUMBER SINGLE VERTICAL OF GRATES AND TYPE AS NOTED 209 CONCRETE CURB - TYPE 2 WEDGE The Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. Date Item Landscape Architecture Urban Design offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS- RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN W Flagstaff, Arizona, and Las Vegas, Nevada. Group 4.4.4.4. East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Inc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM COVER SHEET File:Q:\182053NJ-006 -Villages at SilverhawkeW IPs\04 Paving Grading Phase 2\PH2_J006_01-Cover Sht.dwg Plot Date:7/19/2018 4:32 PM By.jfemando TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions SHEETINDEX 29 32 5 6 �5 7 8 SHEET DESCRIPTION 1 COVER SHEET 2 FINAL SITE PLAN NOTES 3 IMPROVEMENT PLAN NOTES & LEGEND 4 E.S.O.S. MAP 5 REGULATED -HILLSIDE PLAN 6 HORIZONTAL CONTROL PLAN 7-10 PUBLIC SEWER & PRIVATE STREET PLAN / PROFILE 11-12 STORM DRAIN PROFILES 13-17 GRADING & DRAINAGE PLAN 18 HCS AND MANHOLE TABLES 19-21 DETAIL SHEETS ACCEPTED BY: PLANNING & ZONING ADMINISTRATOR DATE BY: VALLEY WATER UTILITY DIRECTOR DATE BY: TOWN CLERK DATE ACCEPTED (FOR IMPROVEMENT PLAN ELEMENTS) TOWN OF ORO VALLEY, TOWN ENGINEER DATE ACCEPTED (FOR SEWER ONLY PLAN ELEMENTS) TOWN OF ORO VALLEY, TOWN ENGINEER DATE +yam Contact Arizona 8111 at least two fum 20JECT NO: G180OXXX wow dab* be fora you begin excavation RELATED CASE #S P18WI00006o G17014872 LAG 0 LIQ0 0 OV115-003, , OV914-002 C800 819 ov coasa Aftonsel1.com OV1602831, OV1700647 G1 3069,OV1600017 Scale AS NOTED Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/FHB Checked By RWS EXPIRES 6/30/2019 Sheet of 21 e- N rM Q N _zZ�l���jJj��� X_____ ____..X _____ 31 19.35 FG BWV 1 Cr*CAIM EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED FLOODPLAIN LINE PROPOSED EROSION HAZARD SETBACK LINE EXISTING 404 JD -WASH EXISTING RIPARIAN LINE SECTION LINE PROJECT BOUNDARY PROPOSED LOT LINE PROPOSED EASEMENT LINE AS NOTED EXISTING EASEMENT LINE AS NOTED SIGHT VISIBILITY TRIANGLE (SVT) EXISTING PUBLIC SEWER LINE & MANHOLE EXISTING PUBLIC WATERLINE & VALVE PROPOSED CULVERT EXISTING CULVERT EXISTING PAVEMENT EXISTING FENCE NEW PUBLIC SEWER LINE & MANHOLE FUTURE PUBLIC SEWER LINE & MANHOLE EXISTING PUBLIC SEWER LINE & MANHOLE NEW HCS & CLEANOUT PROPOSED PUBLIC WATERLINE & VALVE PROPOSED WATER METER PROPOSED PUBLIC WATERLINE BENDS PROPOSED FIRE HYDRANT PROPOSED TEP EQUIPMENT PROPOSED STORM DRAIN W/CATCH BASIN PROPOSED ROCK RIPRAP PROPOSED ASPHALT PAVEMENT TOP OF SLOPE (SLOPES < 3:1 UNLESS NOTED) BOTTOM OF SLOPE PROPOSED CONCRETE VERTICAL CURB PROPOSED CONCRETE WEDGE CURB PROPOSED CONCRETE SIDEWALK PROPOSED CURB ACCESS RAMPS FFE: PROPOSED FINISHED FLOOR ELEVATION FPE: PROPOSED FINISHED PAD ELEVATION SHEET MATCH LINE GRADING LIMITS DTL. NO TYPICAL CROSS SEC. CALL OUT SHT. NO CONCENTRATION POINT LOT GRADING TYPE NEW SURVEY MONUMENT SECTION CORNER OR 1/4 SECTION CORNER BENCHMARK GRADE BREAK (GB/HP/LP) DRIVEWAY SIDE FOR SLOPED LOT/ROAD DIRECTION OF FLOW LOT NUMBER PROPOSED SPOT ELEVATION BACK WATER VALVE ABBREVIATION GENERAL NOTES 1. THE GROSS AREA OF THIS DEVELOPMENT IS 22.24 ACRES. AC ASPHALTIC CONCRETE (MIX NO.2) 2. THE PROPOSED NUMBER OF RESIDENTIAL UNITS IS 46 (0.48 UNITS PER ANG PT ANGLE POINT ACRE) BCSM BRASS CAP SURVEY MONUMENT 3. TOTAL LENGTH OF NEW PUBLIC STREET IS 0.00 MILES. BVC BEGIN VERTICAL CURVE 4. TOTAL LENGTH OF NEW PRIVATE STREET IS 0.41 MILES. BW BOTTOM OF WALL 5. ASSURANCES FOR SITE IMPROVEMENTS, LANDSCAPING, AND C.A. COMMON AREA REVEGETATION BONDS MUST BE POSTED CFS CUBIC FEET PER SECOND PRIOR TO THE ISSUANCE OF GRADING PERMITS. CMP CORRUGATED METAL PIPE 6. ALL NEW RIGHTS OF WAY WILL BE DEDICATED BY FINAL PLAT. CONC CONCRETE 7. GROSS AREA OF IMPERVIOUS SURFACES IS 312,565 SF CID CONCENTRATION POINT 8. EXISTING ZONING IS R1-7. CTRL CONTROL 9. THIS DEVELOPMENT WILL COMPLY WITH ALL KAI-CAPRI SPECIAL AREA D DEFLECTION POLICIES. DG DECOMPOSED GRANITE 10. (DELETED.) DKT DOCKET 11. SEE SHEET 4 FOR OPEN SPACE REQUIREMENTS AND PROVISIONS. DTL DETAIL 12. THE TOTAL AREA OF LANDSCAPED AND/OR OPEN SPACE COMMON EG EXISTING GRADE AREA PROVIDED IS 480,836 SF (11.04 AC) ELEV ELEVATION 13. THE MAXIMUM LOT SIZE IS 10,426 S.F. (LOT #86). THE AVERAGE LOT EOP EDGE OF PAVEMENT SIZE IS 7,811 S.F. ESMT EASEMENT 14. CULTURAL RESOURCE AREA PROTECTIVE FENCING OR OTHER EVC END VERTICAL CURVE APPROVED PROTECTIVE MEASURES SHALL BE IN PLACE PRIOR TO ANY EXIST/EX EXISTING CONSTRUCTION ACTIVITIES WITHIN THE ASSOCIATED PHASE OF FD FOUND DEVELOPMENT WITHIN THE SUBDIVISION. FFE FINISHED FLOOR ELEVATION FG FINAL GRADE PLANNING GENERAL NOTES FPE FINISHED PAD ELEVATION 1. MAXIMUM BUILDING HEIGHT ALLOWED AND PROPOSED = 25' / 2-STORY, GB GRADE BREAK EXCEPT THAT BUILDINGS WITHIN 200' OF FIRST AVE. OR 150' OF HP HIGH POINT PALISADES RD. SHALL BE LIMITED TO 20' HEIGHT FOR PITCHED ROOF HT or H HEIGHT HOMES OR 18' FOR FLAT ROOF HOMES (PER E.S.L.O. FLEXIBLE INV INVERT DEVELOPMENT OPTION - BUILDING HEIGHT). LOTS AFFECTED BY THIS L LENGTH EXCEPTION ARE 1-10 & 50-58. LF LINEAR FEET 2. TOTAL AMOUNT OF RECREATION AREA REQUIRED = 2.5± AC, PER LP LOW POINT REZONING (FOR ALL THREE PHASES). LT LEFT TOTAL AMOUNT OF RECREATION AREA PROVIDED = 9.47± AC. (FOR ALL MH/SMH MANHOLE THREE PHASES). INCLUDING TOT -LOTS AND PEDESTRIAN/EQUESTRIAN MAX MAXIMUM TRAILS. MIN MINIMUM 3. SETBACKS REQUIRED/PROVIDED PER (0)15-02 REZONING CONDITIONS P.A.D. PLANNED AREA DEVELOPMENT OF APPROVAL: FRONT = 10' AS LONG AS A 20' ON -LOT DRIVEWAY IS PAG PIMA ASSOCIATION OF GOVERNMENTS PROVIDED; SIDE = 5'; REAR = 20'. PC POINT OF CURVATURE 4. COMMON AREAS (COMMON AREA "A": PRIVATE STREETS AND COMMON PG PAGE AREA "B": OPEN SPACES) SHALL BE OWNED AND MAINTAINED BY THE PI POINT OF INTERSECTION H.O.A. PROP PROPOSED 5. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF SEPARATE PT POINT OF TANGENCY REVIEW AND APPROVAL PROCESS. R RADIUS 6. A MINIMUM LOT SIZE REDUCTION TO 5,500 S.F. IN ACCORDANCE WITH R/W RIGHT OF WAY THE CONSERVATION SUBDIVISION DESIGN LOT REDUCTION INCENTIVE. RCP REINFORCED CONCRETE PIPE LOT SIZE RANGE SHOWN = 6,577 S.F. TO 10,426 S.F. REINF REINFORCED 7. BUFFERYARD TYPES: 25' NATURAL DESERT BUFFERYARD "B" (ALONG RT RIGHT 1 ST AVENUE), 20' NATURAL BUFFERYARD "A" (ALONG PALISADES ROAD, S SLOPE EAST BOUNDARY & NORTH BOUNDARY) AND 15' BUFFERYARD "A" SD-1 STORM DRAIN RUN (ALONG SOUTH SIDE OF KAI DRIVE). SDMH STORM DRAIN MANHOLE 8. THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE SF SQUARE FEET ENVIRONMENTALLY SENSITIVE LANDS REGULATIONS OF THE ZONING SHT SHEET CODE. SM-1 SEWER MAIN RUN 9. THE NATIVE PLANT SALVAGE AND MITIGATION REQUIREMENTS OF SRP SPIRAL RIBBED PIPE SECTION 27.6 ARE WAIVED FOR ALL DEVELOPMENT WITHIN STA STATION DEVELOPMENT ENVELOPES, AS SHOWN HEREON. SVT SIGHT VISIBILTY TRIANGLE 10. A PORTION OF THE SITE LIES WITHIN THE TANGERINE ROAD CORRIDOR THK THICK/THICKNESS OVERLAY DISTRICT (TRCOD). TW TOP OF WALL 11.E.S.L.O. FLEXIBLE DESIGN OPTIONS GRANTED TO THIS DEVELOPMENT TYP TYPICAL INCLUDE: BUILDING SETBACKS, LANDSCAPE BUFFER YARDS, MINIMUM W WIDTH LOT SIZE/WIDTH, BUILDING HEIGHT, OFF-STREET PARKING, WSEL WATER SURFACE ELEVATION RECREATION AREA CREDIT, AND NATIVE VEGETATION PRESERVATION. WWF WELDED WIRE FABRIC 12.ALL DISTURBED AREAS WITHIN THE RESOURCE MANAGEMENT TIER 2 ENVELOPE SHALL BE REVEGETATED BACK TO NATURAL CONDITIONS USING PLANTS ON THE TOWN OF ORO VALLEY APPROVED NATIVE PLANT LIST. ENGINEERING GENERAL NOTES 1. MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED THIRTY (30) INCHES AND SEVENTY TWO (72) INCHES ABOVE FINISHED GRADE OF ROADWAY SURFACE. 2. FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED PRIOR TO THE ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. 3. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE SUBDIVISION. 4. THE DESIGN VEHICLE FOR THIS PROJECT IS A SU-30. THE DESIGN SPEED FOR PRIVATE ROADS IS 25 MPH. THE DESIGN SPEED FOR TANGERINE ROAD/FIRST AVENUE IS 50 MPH. 5. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. SEPARATE PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. 6. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 The Landscape Architecture Urban Design WEB Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. JE 4444 mast Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM File: Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_02-FSP Gen Notes.dwg Plot Date:7/19/2018 3:24PM By:mlopez TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA IL DRAINAGE GENERAL NOTES 1. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 2. DRAINAGE WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 3. DRAINAGE STRUCTURES MUST BE CONSTRUCTED AND INSTALLED ACCORDING TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. 4. ALL DRAINAGE STRUCTURES MUST BE DESIGNED TO CONVEY A Q100 FLOW. 5. ALL DRAINAGE FACILITIES WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY FROM THE BUILDING OFFICIAL FOR ALL AFFECTED BUILDINGS. 6. THE DEVELOPER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS, AND COMMON AREAS UNTIL OWNERSHIP IS TRANSFERRED TO THE HOA. 7. ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED. AFFECTED PARCELS MUST BE SPECIFICALLY IDENTIFIED EITHER BY NUMBER IN NOTE OR OUTLINE ON THE DEVELOPMENT PLAN. 8. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATIONS AND THE MANNER EXISTING PRIOR TO DEVELOPMENT. 9. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSARY TO CARRY DRAINAGE FLOWS THROUGH OR FROM THE DEVELOPMENT AND SUCH DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY THE PROPERTY OWNERS OR PROPERTY OWNERS ASSOCIATION. 10. DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO PAVED STREETS, EASEMENTS OR PARKING AREAS. 11.PARKING AREAS MUST NOT BE USED AS DETENTION BASINS. ORO VALLEY WATER GENERAL NOTES 1. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. 2. THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO A.R.S. 45-576, AND WILL SERVE THIS DEVELOPMENT. 3. A LINE EXTENSION AGREEMENT FOR THIS PROJECT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE. 4. WATER INFRASTRUCTURE SHOWN IS NOT NECESSARILY THE FINAL DESIGN. A SEPARATE WATER IMPROVEMENT PLAN MUST BE SUBMITTED TO ORO VALLEY WATER UTILITY FOR REVIEW AND APPROVAL. 5. (DELETED.) 6. (DELETED.) 7. ORO VALLEY UTILITY WILL BE THE WATER SERVICE PROVIDER. WASTEWATER GENERAL NOTES 1. PROJECT IS IN CONFORMANCE WITH SECTION J, WASTEWATER, OF THE PIMA COUNTY DEVELOPMENT PLAN REQUIREMENTS AS REFERENCED IN 18.71.030.A. 2. ANY RELOCATION, MODIFICATION, ETC., OF THE EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 3. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTY ORDINANCE NO. 1991-140, AS AMENDED). 4. THE ON -SITE SANITARY SEWAGE COLLECTION LINES WILL BE PUBLIC AND DESIGNED AND CONSTRUCTED TO PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT STANDARDS. ALL BUILDING CONNECTION SEWERS WILL BE PRIVATELY MAINTAINED. 5. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. 6. CONSTRUCTION AUTHORIZATION FROM THE PIMA COUNTY DEPARTMENT OF ENVIRONMENTAL QUALITY IS REQUIRED BEFORE BEGINNING ANY WORK ON THIS PROJECT. APPROVAL OF THIS DEVELOPMENT PLAN DOES NOT CONSTITUTE CONSTRUCTION AUTHORIZATION. GOLDER RANCH FIRE GENERAL NOTES 1. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1500 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL. 2. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 3. APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES SHALL BE PROVIDED FOR ALL GROUP A, B, E, F, H, I, M, R, AND S OCCUPANCIES FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES, AND ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE FLOW CALCULATION AREA HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. 4. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 5. THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR ELECTRICALLY OPERATED GATES ON FIRE APPARATUS ACCESS ROADS SHALL INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH THE FIRE DEPARTMENT'S EXISTING SYSTEM. FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN GENERAL NOTES Sheet Title No. Revisions PAD RANCH PAD ZONING MAP SCALE: 3"=1 MILE GENERAL UTILITY NOTES 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE OF BUILDING PERMITS. PARKS AND RECREATION GENERAL NOTES 1. TRAIL EASEMENT IS A PERMANENT NON -MOTORIZED PUBLIC RECREATION EASEMENT THAT IS GRANTED TO THE TOWN FOR USE BY THE GENERAL PUBLIC. NOWIVIOTORIZED USES GENERALLY INCLUDE WALKING, HIKING, JOGGING, RUNNING, BICYCLE RIDING, EQUINE RIDING, PET WALKING, ETC... PERMITTING DIVISION -BUILDING CODES THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: 2012 INTERNATIONAL BUILDING CODES WITH LOCAL AMENDMENTS 2011 NATIONAL ELECTRIC CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS 2012 TOWN OF ORO VALLEY POOL CODE PAG STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES MANUAL TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED ORO VALLEY TOWN CODE, CURRENT REVISED. Contact Arbons 811 at Beast two f o wwldnq clays befte you bawl excavetlon NO o [� o P Date Item Scale N.T.S. Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/KB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 OV1602831, OV1700647 _ GJ7030699OV1600017 54544 o `Om Sheet ROBERT W c SCHLICHER s/gned of 21 M, EXPIRES 6/30/2019 GENERAL PAVING NOTES: GENERAL PAVING NOTES (CONT.) PUBLIC SEWER GENERAL NOTES (CONT.) 1. ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 5. SEWER CONSTRUCTION SHALL NOT COMMENCE UNTIL: (A) THE ARIZONA DEPARTMENT OF ASSOCIATION OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC 27. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER(S), THEIR SUCCESSORS OR ENVIRONMENTAL QUALITY (ADEQ) OR ITS DELEGATED AUTHORITY HAS ISSUED A IMPROVEMENTS (PAG SSPI), EDITION OF 2015, EXCEPT AS MODIFIED HEREBY. ASSIGNS, (AND/OR THEIR CONTRACTOR, THEIR SUCCESSORS OR ASSIGNS AS CONSTRUCTION AUTHORIZATION FOR THIS PROJECT; (B) THE CONTRACTOR HAS 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE WITH APPLICABLE) TO PURSUE ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR OBTAINED A PCRWRD PUBLIC SEWER CONSTRUCTION PERMIT (CONTACT THE PCRWRD PAGSSPI, EDITION OF 2015, EXCEPT AS MODIFIED HEREBY. PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL PERMITS SECTION AT (520) 724-6649 FOR PERMIT APPLICATION REQUIREMENTS); (C) THE 3. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO P.A.G. SSPI, AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OR CONTRACTOR'S FLOW MANAGEMENT PLAN HAS BEEN SUBMITTED THIRTY (30) CALENDAR SECTION 203-5. NEIGHBORING) THIS PROJECT, THAT MAY BE REQUIRED TO DO ANY WORK DAYS PRIOR TO THE PRE -CONSTRUCTION MEETING AND APPROVED BY PCRWRD FIELD 4. EARTHWORK, EXCEPT AS MODIFIED BY THE SOILS REPORT OF RECORD, SHALL (CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ENGINEERING; AND (D) A PRE -CONSTRUCTION MEETING WITH THE ASSIGNED PIMA CONFORM TO P.A.G. SSPI SECTION 203. ROADS, ETC.) ENCROACHING OR AFFECTING - DIRECTLY OR INDIRECTLY - ON THESE COUNTY PROJECT FIELD INSPECTOR IS SCHEDULED AT LEAST THREE (3) FULL BUSINESS 5. AGGREGATE BASE COURSE SHALL CONFORM TO PAG SSPI, SECTION 303. ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, DAYS PRIOR TO COMMENCING WITH SEWER CONSTRUCTION. 6. ASPHALTIC CONCRETE SHALL CONFORM TO PAG SSPI, SECTION 406, ASPHALTIC REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE 6. IMMEDIATELY REPORT ANY OF THE FOLLOWING TO THE PCRWRD OPERATIONS CONTROL CONCRETE MIXTURE NO. 2 SPECIFICATIONS. PLANS (OR) ON THIS PLAT. CENTER (OCC) AT (520) 724-6500: ANY RELEASE OF SEWAGE, ANY DAMAGE TO THE PUBLIC 7. ALL CONCRETE SHALL CONFORM TO PAG SSPI, SECTION 1006, CLASS S, 3,000 PSI 28. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD SANITARY SEWER SYSTEM, OR THE DROPPING OF DEBRIS INTO A PUBLIC SANITARY COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR SEWER MANHOLE. A PCRWRD REPRESENTATIVE WILL BE DISPATCHED TO THE SITE. THE 8. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CONTAIN A SANITARY SEWAGE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. OVERFLOW (SSO). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS TO REPAIR 9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE THE SYSTEM, MITIGATE THE RELEASE OF SEWAGE, DISINFECT THE RELEASE AREAS, AND HEALTH ADMINISTRATION REGULATIONS. RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE ANY REGULATORY PENALTIES LEVIED ON PCRWRD FOR SEWAGE ENTERING A NATURAL 10. CONTRACTOR SHALL CALL BLUE STAKE (ARIZONA 811) TO VERIFY LOCATION OF ALL REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DRAINAGE WAY OR STORM WATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL REPAIR UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION, A MINIMUM OF TWO (2) FULL DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES, EXCEPT FOR ALL DAMAGE AS DIRECTED AND APPROVED BY THE PCRWRD FIELD REPRESENTATIVE. WORKING DAYS PRIOR TO EXCAVATION. MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS 7. STORM WATER AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY INSTALLED TO 11. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES. PHASED THE ABOVE PERTAINS TO EACH PHASE PROTECT PCRWRD MANHOLES AT THE BEGINNING OF CONSTRUCTION. IT IS THE 12. CONTRACTOR SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE TOWN OF ORO 29. THE TOWN OF ORO VALLEY WILL, UPON RECEIPT OF ALL NECESSARY CERTIFICATIONS RESPONSIBILITY OF THE CONTRACTOR TO CONSTANTLY MAINTAIN STORM WATER AND VALLEY SUBDIVISION STREET STANDARDS - SIGNAGE POLICY. AS OUTLINED ON THE IMPROVEMENT PLANS AND FINAL PLAT, PERFORM A FIELD SEDIMENT CONTROL MEASURES THAT PROTECT PCRWRD FACILITIES UNDER ALL 13. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX REVIEW OF THE DEVELOPMENT. FIELD CONDITIONS, DESIGN OVERSIGHTS, ETC., MAY CONDITIONS FOR THE DURATION OF THE PROJECT. UNDER NO CIRCUMSTANCES SHALL COVERS, WATER METER BOXES, SANITARY SEWER MANHOLES AND CLEANOUT RINGS REQUIRE ADDITIONAL WORK AND/OR IMPROVEMENTS AS A RESULT OF SAID REVIEW. THE CONTRACTOR ALLOW STORM WATER, SEDIMENT, OR POTENTIAL POLLUTANTS FROM AND COVERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW 30. ALL EASEMENTS MUST BE ACQUIRED BY OWNER/BUILDER PRIOR TO CONSTRUCTION. CONSTRUCTION SITE TO ENTER A PCRWRD MANHOLE. THE CONTRACTOR SHALL ENSURE FINISHED GRADE. 31. ANY PROPOSED REVISION OR MODIFICATION TO THIS APPROVED PLAN SHALL BE THAT THEIR FLOW MANAGEMENT OPERATION INCLUDE CONTROLS TO PREVENT ANY 14. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO INTRODUCTION OF STORM WATER, SEDIMENT, OR POLLUTANTS INTO THE PUBLIC MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL SUCH CHANGES BEING MADE IN THE FIELD. SANITARY SEWER SYSTEM. FAILURE TO CONFORM TO THESE REQUIREMENTS SHALL WARNING SIGNS, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL ON 32. ALL TRAIL ALIGNMENTS MUST BE FIELD VERIFIED & DEDICATED BY FINAL PLAT. RESULT IN CANCELLATION OF THE SEWER CONSTRUCTION PERMIT. UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT 33. LANDSCAPING SHALL BE LIMITED IN AREAS WHERE STORM DRAIN PIPES AND 8. SPECIAL CARE SHALL BE TAKEN TO ENSURE DESIGN SLOPES ARE MAINTAINED. SEWERS TO A.R.S. 28-650. STRUCTURES ARE LOCATED. CONSTRUCTED AT INSUFFICIENT SLOPES WILL NOT BE ACCEPTED BY PCRWRD FIELD 15. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF 34. ALL ARCHAEOLOGICAL MITIGATION SHALL BE APPROVED AND IMPLEMENTED TO THE ENGINEERING AND/OR ADEQ. CORRECTIVE ACTION, INCLUDING RE -CONSTRUCTION OF THE CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SATISFACTION OF THE PLANNING AND ZONING ADMINISTRATION PRIOR TO ISSUANCE SEWER(S), WILL BE AT THE SOLE EXPENSE OF THE PROJECT OWNER/CONTRACTOR. SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL IMPROVEMENT PLANS FOR OF ANY GRADING PERMITS BY THE TOWN. 9. THE CONTRACTOR SHALL ADJUST OR RECONSTRUCT ALL SANITARY SEWER MANHOLES TO REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH 35. ALL WORK SHALL BE IN CONFORMANCE TO GRADING STANDARDS, CHAPTER FINISHED GRADE. ALL FRAMES AND COVER ADJUSTMENTS SHALL BE IN ACCORDANCE REVISIONS/CHANGES BEING MADE IN THE FIELD. 27-SECTION 27.9 OF THE ORO VALLEY ZONING CODE REVISED, YEAR 2005. WITH PCRWRD SSDC 2016, DETAIL NOS. RWRD 211, 212, 304 OR 305 (AS APPLICABLE). THE 16. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION 36. ALL GENERAL NOTES, SITE DESIGN, AND CONDITIONS OF OV1600017 FINAL SITE PLAN CONTRACTOR SHALL PROTECT THE BENCH AND FLOW CHANNELS WITH A COVER PER CENTERLINE UNLESS OTHERWISE NOTED. AND LANDSCAPE PLAN APPROVAL APPLY. PCRWRD SSDC 2016, DETAIL NO. RWRD 306. PRIOR TO COMMENCING ANY WORK TO THE 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF 37. ALL EXPOSED CUT SLOPES SHALL BE TREATED WITH A RESTORATIVE AGENT AND MANHOLE AND REMOVE THE COVER AFTER ALL WORK IS COMPLETED. THE CONTRACTOR EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, REVEGETATED TO REFLECT EXISTING NATIVE VEGETATION AND DENSITIES IN SHALL ENSURE THAT FRAMES AND COVERS ARE CLEAN AND FREE FROM ANY AND ALL CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE ADJACENT NATURAL AREAS. ALL AREAS OF DISTURBANCE SHALL BE RECONTOURED TO ATTACHED MATERIALS (ASPHALT, CONCRETE, ETC.) AND THAT ALL VENT HOLES ARE OPEN TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION MIMIC EXISTING GRADES, PER THE APPROVED GRADING EXCEPTION. AND CLEAR OF OBSTRUCTIONS, AS APPROVED BY THE PCRWRD FIELD ENGINEER. LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES, OR OBSTRUCTIONS NOT SHOWN 38. THE GRADING PLAN IS IN CONFORMANCE WITH THE APPROVED GRADING EXCEPTION EXISTING FRAMES AND/OR COVERS THAT ARE DAMAGED OR CANNOT BE COMPLETELY ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR (OV1602831) CLEANED SHALL BE REPLACED WITH A NEW FRAME AND COVER IN ACCORDANCE WITH WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER AND IS A DEFINITE PART OF GOLDER RANCH FIRE GENERAL NOTES: PCRWRD SSDC 2016, DETAIL NO. RWRD 213 - 218. COSTS ASSOCIATED WITH EXISTING 18. THIS PROJECT. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF 1. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 2500 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE FRAMES AND COVERS THAT ARE LOST OR DAMAGED DUE TO THE CONTRACTOR'S ANY OF THE FOLLOWING: MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS 10. OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SANITARY SEWER IS MEASURED FROM INSIDE FACE OF STRUCTURE TO INSIDE FACE OF A. WALLS(S), RETAINING OR OTHER TYPE(S). B. ANY REINFORCED CONCRETE STRUCTURE(S). ARE CONSIDERED COMBUSTIBLE MATERIAL. STRUCTURE AND ALL INVERTS INDICATE INSIDE FACE OF STRUCTURE ELEVATION. 2. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE C. ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. GENERAL WASTEWATER NOTES: RETENTION/DETENTION STRUCTURE. 3. APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN SHALL BE PROVIDED THROUGHOUT ALL GROUP A,B,E,F,H,I,M,R, ANDS 1. ANY RELOCATION, MODIFICATION, ETC., OF THE EXISTING UTILITIES AND/OR PUBLIC CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE OCCUPANCIES FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. CODES OF THE TOWN OF ORO VALLEY. HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO JURISDICTION. APPROVED 2. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWAGE SYSTEM SHALL MEET 19. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN THEY SHALL AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ONE- AND THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTY ORDINANCE REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY TWO -FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES 1991-140, AS AMENDED). AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. THEY OR CONSTRUCTION OFFICES, AND ONE- AND TWO FAMILY DWELLINGS AND 3. ON -SITE SANITARY SEWERS WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE -FLOW CALCULATION MAINTAINED ON A PRIVATE BASIS, AND IN ACCORDANCE WITH AN APPROVED OPERATION PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY AREA HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. AND MAINTENANCE PLAN, IF REQUIRED. THE LOCATION AND METHOD OF CONNECTION TO AN PART OF THE WORK WHENEVER SO REQUESTED, AND SHALL PRESERVE ALL STAKES 4. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL COUNTY WASTEWATER MANAGEMENT DEPARTMENT. PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. ANY EXPENSE STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN 4. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR THEIR APPROVED ADDRESS. MANAGEMENT DEPARTMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE 5. THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR GENERAL UTILITY NOTES: 20. CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL ELECTRICALLY OPERATED GATES ON FIRE APPARATUS ACCESS ROADS SHALL 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH THE FIRE VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE BUILDING PERMITS. CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING DEPARTMENT'S EXISTING SYSTEM. GENERAL SIGNING NOTES: CONSTRUCTION PRICE. PUBLIC SEWER GENERAL NOTES: 1. ALL SIGNS SHALL BE IN COMPLIANCE WITH THE 2009 EDITION OF THE MANUAL ON 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH A.D.E.Q. 1. BASIS OF ELEVATION: THE BASIS OF ELEVATION: THE BRASS CAP SURVEY MONUMENT UNIFORM TRAFFIC CONTROL DEVICES, 2000 EDITION OF THE PIMA COUNTY AND CITY STORMWATER POLLUTION PREVENTION PERMITS IN ACCORDANCE WITH THE REPORT BEING THE CENTERLINE INTERSECTION OF FIRST AVENUE AND NARANJA DRIVE OF TUCSON TRAFFIC SIGNING DESIGN MANUAL (2002 REVISION), THE CURRENT AND POLLUTION PLANS PREPARED BY THE ENGINEER. THE COST THEREOF TO BE ELEVATION BEING 2747.74 (NAVD 88). NAVD 29 (GRADE ON PLAN)+ 2.28'=NAVD 88. SUPPLEMENTAL SPECIFICATIONS, THESE PLANS AND THE SPECIAL PROVISIONS. INCLUDED IN THE GRADING CONSTRUCTION PRICE. BENCHMARK #1: 2. SIGNS MAY BE MODIFIED AND LOCATIONS ADJUSTED TO FIT CONDITIONS AS DIRECTED 22. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FOOT OF FINISH BUILDING BENCHMARK NO. 1 IS A BRASS CAP SURVEY MONUMENT STAMPED RLS 35235 BEING BY THE ENGINEER. PAD ELEVATIONS AS STAKED BY THE ENGINEER. STREETS AND PARKING AREAS SHALL THE SOUTHEAST CORNER OF SECTION 1, SAID BENCHMARK NO. 1 HAS AN ELEVATION OF 3. POST LENGTHS INDICATED ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY BE CONSTRUCTED TO WITHIN +0.10 FEET OF FINISH SUBGRADE AS STAKED BY THE 2647.46 (NGVD 29) . ACTUAL POST LENGTHS. ENGINEER. BENCHMARK #2: 4. ALL NEW AND EXISTING SIGNS SHALL BE INSTALLED ON PERFORATED POST (SQUARE 23. A REPORT OF SOILS INVESTIGATION, INCLUDING RECOMMENDATIONS FOR GRADING BENCHMARK NO. 2 IS A BRASS CAP SURVEY MONUMENT STAMPED RLS 35235 BEING TUBE), AND SHALL BE INSTALLED IN A CONCRETE FOUNDATION, UNLESS OTHERWISE PROCEDURE HAS BEEN PREPARED BY WRIGHT ENGINEERS DATED OCTOBER 2017, JOB THE WEST QUARTER SECTION OF SECTION 6, SAID BENCHMARK NO. 2 HAS AN ELEVATION OF DIRECTED BY THE ENGINEER. # 171809-001. ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS 2728.91 (NGVD 29) 5. ALL SIGN STATION LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY CONTAINED IN SAID REPORT AND ANY AMENDMENTS MADE THERETO. NGVD 29 (GRADE ON PLAN) + 2.28' =NAVD 88. ACTUAL SIGN LOCATIONS WITH THE ENGINEER PRIOR TO THE INSTALLATION OF ALL 24. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION SIGNS. OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, 2 THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE NORTHWEST 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH BLUE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIALTERIAL TESTING, QUARTER OF SECTION 6, TOWNSHIP 12 SOUTH, RANGE 14 EAST, G&SRM, PIMA COUNTY, STAKE AND FOR INSTALLING ALL TRAFFIC SIGNS IN THE FIELD. TOGETHER WITH PLACEMENT OF FILL. SAID ENGINEER SHALL CERTIFY IN WRITING, ARIZONA. SAID BEARING BEING N00°04'09"E. 7. SPEED LIMIT SIGNS. AND STOP SIGNS SHALL BE TYPE IX (DIAMOND GRADE) SHEETING. THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE ALL OTHER WARNING AND REGULATORY SIGNS SHALL BE TYPE 111 (HIGH INTENSITY) GEOTECPERFORMED ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH lHE 3. ALL DESIGN STANDARDS, MATERIALS AND WORKMANSHIP FOR PUBLIC SANITARY SHEETING UNLESS OTHERWISE DETERMINED BY THE JURISDICTION ENGINEER. ACCEPTED ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, IS TO SEWERS SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY REGIONAL WASTEWATER STREET NAME SIGNS (D3) SHALL BE FABRICATED USING TYPE III (HIGH INTENSITY) RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINALL RECLAMATION DEPARTMENT (PCRWRD) ENGINEERING DESIGN STANDARDS EDS 2016) SHEETING AND ADVANCE STREET NAME SIGNS (TE9) SHALL BE FABRICATED USING INSPECTION AND RELEASE OF ASSURANCES. AND THE STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 SSDC ( TYPE III SHEETING. NO PARKING SIGNS SHALL BE TYPE II SHEETING. ALL SCHOOL 25. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED 2016). SAID DOCUMENTS ARE AVAILABLE THROUGH THE PCRWRD WEBSITE ZONE SIGNS SHALL BE FLUORESCENT YELLOW -GREEN, DIAMOND GRADE SHEETING. TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. ALL OVERHEAD SIGNS SHALL BE DIAMOND GRADE SHEETING. . 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR 4. ONLY APPROVED PLANS SHALL BE USED FOR THE CONSTRUCTION OF PUBLIC 8. ALL NEW SIGNS SHALL HAVE ALUMINUM BACKING, UNLESS OTHERWISE SPECIFIED. peep®�, ��� ®� u®®a� +z�►® ��� PROJECT NO: G1800XXX PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE SANITARY SEWER FACILITIES. APPROVED PLANS REQUIRING DESIGN REVISIONS SHALL 9. ANY SALVAGED SIGN THAT IS TO BE REUSED SHALL BE TEMPORARILY STORED IN A w®Q>�I� ��yo �®>1®Q® b®ao �•�aao ®��®v>sta®a� RELATED CASE #s THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY BE RESUBMITTED TO PIMA COUNTY FOR REVIEW AND RE -APPROVAL PRIOR TO THE 10. SAFE LOCATION UNTIL REINSTALLATION. THE DESIGN P18WI00006, G1701487, DISCREPANCIES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED START OF THE REVISED SEWER WORK. SPEED FOR THIS DEVELOPMENT IS: 25 m.p.h. AND THE DESIGN VEHICLE IS: o o n o ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, SU-30. THE POSTED SPEED LIMIT FOR MOORE ROAD IS: 35 m.p.h. QG OU�La0 OV115-003, , OV914-002 GRADE OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION 11. FINAL INSPECTION/ACCEPTANCE OF SIGNING SHALL BE PERFORMED BY THE (��pp �99 ®P �p8�(� QpB89if OV1602831, OV1700647 ENGINEER. _-.__ __.__.___ _ _. __ _ G1703069,OV1600017 The Engineering Planning surveying VILLAGES AT SILVERHAWKE PHASE 2 Landscape Architecture Urban Design WLB offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. 4444 bast Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group W I Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM File:Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2 J006_03_IP-Gen Notes.dwg Plot Date:7/19/2018 3:45PM By:mlopez TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN IMPROVEMENT PLAN NOTES Sheet Title No. Date Revisions Item Scale N/A 54544 do L(�, Sheet Job No. 182053-J-013 ROBERT W n SCHLICHER Date JULY 2018 de 7? ff �Ql Designed By/Drawn By JF/ML/KB 9/Q720'1ne of Checked By RW$ EXPIRES 6/30/2019 - Vj E.S.O.S. CALCULATIONS FOR PHASES 1-3 PER APPROVED C.S.P. WALGREENS C.P. ICI , 22, PG. 64 224- 02--17 C TANGERINE VALLEY LLC O I G=C,-2 ORO VALLEY RETAIL CENTER 22-02--17 2 CTI,fV-F it LLC C ING=C-2 '124-02 -171 CT W-FVP LLC DEVELOPMENT ENVELOPE (APP GRADING LIMIT) TANGERINE HILLS LOTS 1-117 SOCK 81 M&P PAGE 51 ZONING=R!-36 DEVELOPMENT E 22 - 2. 033 RESURRECTION .UT RA CHURCH CIO VALLE O ING CSC NG�RIN ED Ro o�p�g�IC STREET x1g�N PAV E BLOCK 4 BLOCK 5 ESOS AND PEDESTRIAN TRAIL 24" X 18" SIGN DEVELOPMENT ENVELOPE (APPROX. GRADING LIMIT) CRITICAL RESOURCE AREA E.S.O.S. RESOURCE MANAGEMENT AREA TIER-2 E.S.O.S. BLOCK 6 21 -2-1 8C PIMA COUNTY O1 1NG=-P, .D.. ESOS AND EQUESTRIAN TRAIL 24" X 18" SIGN ------------ ►IIp.. EXISTING REQUIRED AREA PROVIDED ESOS PROVIDED TOTAL PROVIDED E.S.O.S. CATEGORY AREA (PER REZONING) THIS PROJECT ESOS (SANCTUARY)* ESOS (SF) �►¢'' CRITICAL RESOURCE 455,862 SQ. FT. 98% OF TOTAL C.R.A. 98% OF TOTAL C.R.A. 0 98% OF TOTAL C.R.A. AREA (10.47 AC.) 446,745 SQ. FT. (10.26 AC.) 446,745 SQ. FT. (10.26 AC.) T — — — — RESOURCE 4,951,901 SQ. FT. 0 48 /o OF TOTAL R.M.A. 2 45.5% OF TOTAL R.M.A. 2 2.5% OF TOTAL R.M.A. 2 * 48% OF TOTAL R.M.A. 2 MANAGEMENT AREA 2 (113.68 AC.) 2,254,945 SQ. FT. (51.77 AC.) 121,968 SQ. FT. (2.80 AC.) 2,376,913 SQ. FT. (54.57 AC.) ::::::::: c.A.,B„:::::::::::::`:::::: E.S.O.S, CALCULATIONS THRU PHASE 2 Q °� RESOURCE . , ., :. ... CRITICAL RESOURCE AREA RESOURCE MANAGEMENT AREA 2 d :.':'. MANAGEMENT TOTAL PROVIDED OFFSITE *: 0 SQ. FT. 121,968 SQ. FT. _._.....:.: AREA TIER-2 TOTAL PROVIDED IN PHASE 1: 57,966 SQ. FT. 349,162 SQ. FT. TOTAL PROVIDED IN PHASE 2: 53,374 SQ. FT. 341,970 SQ. FT. 1 1 .:,:;:,:: E.S.O.S. :::..::.:...::::::: TOTAL PROVIDED IN PHASE 3: T.B.D. T.B.D. :. TOTAL PROVIDED SO FAR: 57,966 SQ. FT. 813,100 SQ. FT. 168 a .:::...:.:: .. : ............. TOTAL REQUIRED PER APPROVED C.S.P.: 446,745 SQ. FT. 2,376,913 SQ. FT. 158 W TOTAL REMAINING TO BE PROVIDED IN FUTURE PHASE(S): 335,405 SQ. FT. 1,563,813 SQ. FT. 171 1 ,Y vP 155 _.. ;,; * THE TOTAL AMOUNT OF RESOURCE MANAGEMENT AREA 2 (RMA2) PROVIDED FOR THIS PROJECT INCLUDES 2.80 ACRES OF RMA2 PROVIDED �� 1 OFFSITE WITHIN THE SANCTUARY AT SILVERHAWKE PROJECT (T.O.V. CASE #OV1214-07). J� 1 NOTE: DEED RESTRICTIONS ARE REQUIRED FOR ALL ESOS AREAS IN ACCORDANCE WITH TOWN OF ORO VALLEY ZONING CODE 27.10.E.3. C.A."B" KPH 1 .: .: J 0 ELM E (APPRMX. GRADIN ............... . RESOURCE MANAGEMENT AREA TIER-2 E.S.O.S. 22 -°1 E22-I �8 NORTH VALLEY BAP" `IC,, .. KING, ED W I CHURCH C ORO ALLEY 11 -P1- CI\IING= 1-1 4 C.A. "Al. 0 151 DEVELOPMENT ENVELOPE 1 (APPROX. GRADING LIMIT) TRA ..... .................... .................... tL EASEMENT 132 133 ........ :::.. ......... :'::':.....:::':: EQUESTRIAN 24" X 18" 1 1 134.. ............................ ... ; ; . .. ....:. .......... TRAIL SIGN 149 1 135 .. :: ;:...... ::::.....: ..... CRITICAL RESOURCE 1 13 14 . AREA E.S.O.S. 1 13 14 7 - 1 1 ...... ':'.:'........ ...... -�a. =:,:. :':::::::::: DEVELOPMENT ENVELOPE 1e000nY RQanINIR I IIUITI EXIST PAVED ROAD -PUBLIC STREET 220-06-002C ILLY CROWN & ESOS AND 22 - 7.0038 PEDESTRIAN TRAIL SANCTUARYAT IL SILVERHAWKE C ' .� '6 I�LIAFTI I��`� ! ZOCITI°G=R1-88 CI ING=Rl - C 24" X 18" SIGN LOTS 1-44 SF: 217082019 CRITICAL RESOURCE AREA E.S.O.S. Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN GRADING PLAN The Landscape Architecture Urban Design $ WLB offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM E.S.O.S. MAP File:Q:\182053\J-006 -Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_04_IP-ESOS.dwg Plot Date:7/19/2018 4:05 PM By:gpoland TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA sheet Title No. Revisions 0' 150, 300' 450' Date Item Cooled Arbton@ SIN at Ieast iwo fu8 workbill days before you be& "matlon LaG o la 0 CaUO 811 or cOOck ArIzona899.com Scale AS NOTED Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/KB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 OV16028311 OV1700647 G1 703069,OV1600017 54544 4'0 c0c� Sheet 4 ROBERT W SCHLICHER ned of 21 i EXPIRES 6/30/2019 WALGREENS TANGERINE. VAL_L EY L..L. ZONING= -2 ...._.,, x �--BLOCK � .x ORO d VALLEY EY ETAILb VTR - I1P, BIB. 30, PG. 0-4 --0-70 I ING C-2 4-- 7 1 CT1,1V-F\/P I-Lx DEVELOPMENT ENVELOPE (APPROX. GRADING LIMIT) W W W v m00 z� a a com r >w TANGERINE RI HILLS � LOTS -1 1 7 � BOOK 31 M&P PAGE 51 CO N N =R - 6 w C.A 01 aw�i 100 1 CVAWA id ill C.A."B,e .»r DEVELOPMENT ENVELOPE (APPROX. GRADING LIMIT) PROPOSED RESOURCE MANAGEMENT AREA TIER-2 E.S.O.S. PROPOSED TRAIL EASEMENT PROPOSED CRITICAL RESOURCE AREA E.S.O.S. DEVELOPMENT ENVELOPE (APPROX. GRADING LIMIT) LOT 9- 4 BOCK 41 M&P PAGE 24 PROPOSED TRAIL EASEMENT PROPOSED CRITICAL RESOURCE AREA __.._ OAdSAM ROAD - T Nq E.S.O.S. 2 ---$0330 EXIST PAVED RO UBLIC STREET RESURRECTION LUTHERA14 HURCH ` ' VALLEY CONTOUR INTERVAL= 5 FEET ONIN P - A x � A all? PROPOSE U E IER-2 E.S.O.S. 0 150300 450 � x x x PROPO RE ups x Engineering Planning Surveying The lde ArchitectVILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN GRADING PLAN No. Date Item anscapure Urban Di esgn WLB offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Braacfway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM REGULATED HILLSIDE PLAN File:Q:\182053\J-006 - villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006 05 Reg Hillside.dwg Plot Date:7/19/2018 4:12 PM By:gpoland TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions � coated dR *ou aim of fat two fub workbg days before you be& exsavadon qG� o /p o PROJECT NO: G180OXXX RELATED CASE #s P 18WI00006, G 1701487, OV115-003, , OV914-002 OV1602831, OV1700647 G1703069,OV160001I Scale 1''=150' C �� 54544 do `0w Sheet �7 Job No. 182053-J-013 y ROBERT W SCHLICH R ` Date DULY 2018 o a�. 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FOGC28 FOGC21 i CL-L11 FOC-C20 " 14+ 0 FOGC26 _ I _._.. : I _.._._._....._,__......_...____........ ._. f__ FOGC27 60 C.A����� FOC-C39 ` FOGC38 SILVER RAY DRIVE (PVT) o FOC-C29 FOC-C30 +00 FOC.C19 l _._..._..__...__._ .___ _�......----___._.__....__.._._..._....__ FOC-L33 FOC-L32 FOGL31 FMC18193 W 1 �3k �� FOGL 5 FOC-C31-14 14' FOGC32 i0 FOC-C35 105 I I f � �� FOC-L37 CL-L8 1 191 189 108 r 'i 09 0 N I o c� c E j I. I - .._ 2 CL INTERSECTION . oe C.q, ��q�, 9+0 STA:10+00.00 'Lj E_.... _ - ---- _ .._............ _ ....._.. " N 1 0 ° - - ` o _ cs� .� a E' STA. 18+87.63 �° �`�cS` ___ --_-x_............--.....................i__._......___._. ...._.__....._..___.�___._....__...__ t Z et oo P o 0 3 s j ; �., FOGC34 _..:... -_ o fOC-L36 102 'O�y _ CL-L7 ° 64 CL-L10 i � 5 FOGC33 - 18+ 0 Uj 66 7 101 A J�. 112 `` U VILLAGE RIDGEWAY DR. SILVER CANYON PL. CONSTRUCTION CONTROL LINE 100 CONSTRUCTION CONTROL LINE 6 17+ 0 �J O C.A. "B�� 11 _..y N90° 00' 00.00"E 99 o C.A. "B„ 1 u-I 176.428' 69 0 18 a cn �° } 1$7 70 8 ; � ; 52 �cg, cP% 97 1 1� 61 ; a 71 Y 1y� $ ` All FOGC11 194 i �,- �,� w C.A...A.. F f 50 72 OGC14 �' I W i s CL E FOC-C15 r, w �� 73 PRESERVE VILLAGE PLACE 190 4 C.A. "B" CONSTRUCTION CONTROL LINE c j \\ o 74 OC-C9 $5 192 _.........__-. 93 4$ �N . I ,; t, � 75 j......................._ _...._....... ._._ _._.._-.... _.. . !; .... _...... . _ .._. _...._....._......... 92 8 5 14' 0 f. 54 47 N� 76 9 j ....... .... --...--_..__..--..........._._... �4, �.... ! _...._.__..._ _._..,__ �x FOC-C16 I Q` 880 3 :? 66 Oc0 v o0 0 77 'r i i Q C.A. B cy l_._..._....._._.._................... 46 ` M CL-L5 + ° i i CL INTERSECTION J.j I ..........�_...___..__.- _. A / 00 M Z STA: 11+86.95 ' 4 STA. 10+00.00 12 i _...:._. ; VILLAGE VISTA P E FOGC17 j CONSTRUCTION C TROL LINE 82 L=41.72', R=25.00' 4d 1 57 i 79 0=95°3T20" \� 120 �\ 80 U / ° 14 11+ p N800 44' 14.35"E N86 21 37.96E $1 j.._......._.__... _ 00� 14' 93.348' 68 I ESTRADA PATANIA Ss4° - 50.0 ' _ S9° 15' 45.65"E - CONSTRUCTION CONTROL LINE 2y. L-51.53 , 000' - . I _....._..__..__....._._........... .............. .._..__... _....... , 44 S69 3 N8 21 5 7 E 0-5°3T20" 30 c 43 119 397 1 ii t - 9' - 25 00' 42 16 32 00 = ... 41 ; f ��..,,; CL INTERSECTION , .,,, STA:10+00.00 _ N80° 44' 14.35"E ... ....... _. ......... - -..... ® 92 200 -. - 10 1 - __ 1 35 STA + 1 .8 `.- 39 ` SILVER DESERT DR. �., r ti; _ ._....__.............._....__ ._..__. 36 - CONSTRUCTION CONTROL LINE I 37 1 FND. BCSM 1 ' l i 19 _ 20 j . i 1 ti TAGGED RLS 35235 3$ l LINE TABLE LINE BEARING DISTANCE CL-L1 N09015'46"W 5.91' CL-L2 N56025'26"W 44.82' CL-L3 S33034'34"W 25.00' CL-L4 N6605248"E 5.65' CL-L5 N80048'26"W 80.92' CL-L6 N27000'46"W 260.36' CL-L7 N00000'22"E 140,63' CL-L8 N00°00'22"E 88.95' CL-L9 N08053'25"W 167.58' CL-L10 N89004'38"W 125.13' CL-L11 N90000'00"E 26.00' FOC-1_31 N12041'43"E 25.07' FOC-1_32 S18027'47"E 21.06' FOC-L33 N00055'22"E 17.00' FOC-L34 N89 04 38 W 41.00 FOC-1_35 S00055'22"W 17.00' FOC-L36 N89004'38"W 28.00' FOC-L37 N89-04'38"W 10.50' CURVE TABLE CURVE DELTA RADIUS LENGTH CL-Cl 15*07'21" 500.00' 131.97' CL-C2 11047'15" 500.00' 102.86' CL-C3 46023'25" 181.00' 146.55' CL-C4 33°18'15" 181.00' 105.21' CL-05 53047'39" 181.00' 169.94' CL-C6 27001'09" 500.00' 235.79' CL-C7 805347" 400.00' 62.1 V CL-C8 89004'38" 181.00' 281.40' FOC-C9 40032'49" 61.00' 43.17' FOC-Cl0 126008'45" 49.00' 107.88' FOC-Cl1 40'32'49" 61.00' 43.17' FOC-C12 10046'41" 195.00' 36.68' FOC-Cl3 236'02'28" 40.00' 164.79' FOC-C14 77036'14" 61.00, 82.62' FOC-Cl5 77036'14" 61.00' 82,62' FOC-C16 83008'57" 25.15' 36.50' FOC-Cl7 87025'52" 25.00' 38.15' FOC-Cl8 12041'21" 50.00' 11.07' FOC-C19 18'14'10" 40.00' 12.73' FOC-C20 37014'43" 36.00' 23.40' FOC-C21 37014'43" 40.00' 26.00' FOC-C22 22°06'44" 36.00' 13.89' FOC-C23 25004'36" 36.00' 15.76' FOC-C24 180000'00" 15.00, 47.12' FOC-C25 180000'00" 15.00' 47.12' FOC-C26 37014'43" 40.00' 26.00' FOC-C27 37014'43" 36.00' 23.40' FOC-C28 180'00'00" 7.50' 23.56' FOC-C29 180°00'00" 7.50' 23.56' FOC-C30 13007'44" 40.00' 9.17' FOC-C31 18028'09" 50.00' 16.12' FOC-C32 90054'59" 25,00' 39.67' FOC-C33 88031'33" 25.00' 38.63' FOC-C34 90000'00" 3.00, 4.71' FOC-C35 90000'00" 3.00' 4.71' FOC-C36 83003'28" 61.00' 88.43' FOC-C37 222045'16" 40.00' 155.51' FOC-C38 3020'58" 423.50' 24.76' FOC-C39 303322" 376. 9 223.37' ...... ...... ..-............. -_........ ; , 34 EAST 1 /4 COR. _...._._ ...... __............. ; / s j I SILVERWOOD DRIVE SECTION 1 CONSTRUCTION TION CONTROL LINE : 1 E I 18 , 1 ' __ `� , o -I. 33 Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN GRADING PLAN No. The Landscape Architecture Urban Design W t Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN L flagstaff, Arizona, and Las Vegas, Nevada, 444-4 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc: Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM HORIZONTAL CONTROL PLAN File:Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006-06-Horizontal Ctrl.dwg Plot Date:7/19/2018 3:46 PM By:kburruei TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions Date Item Contact Add" 811 at lust two taa waffle days betwe you beak sxosr ation 0 o III �Ca00 811 air cOOck Arkoce81locom 01 80, 160' 2401 PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 OV1602831, OV1700647 G1 3069,OV1600017 s,MEN of a �\ A Scale 1 "=80' a1 �t.Q 54544 'to �� Sheet Job No. 182053-J-013 " ROBERT W CT" SCHLICHER Date JULY2018 $e'.1111 Designed By/Drawn By JF/ML/KB q�/20NAned U SP of 21 Checked By RWS EXPIRES 6/30/2019 ML' u i 1 CL INTERSEC' STA:10+p 00 0 F STA: 12+70.35 __ _-P:2709.87::i: -- J/I jt � N W W .a STORM DRAIN A5G STA.10+97.89, 0.00' RT STA.10+00.00, 0.00"/ / SKEW=34058'54" SEE PROFILE ON SHEET 11 127_AQ I_ _F_ R" PVC-n �.`_` VE SMH 02 (G-2018-012) 10+04.37,7.00 RTT OF CONNECTION 17365.150 E: 995806.395 ' - SDMH* A5G EX. 2-30" RP m $ . ' Ix I IC $" LIB .r <rn N � ;U 1 % T Q 1 M -v� �f I S + I ? 10 00 1 11 foo 734_ - i m_ _ ' ! 100. 0' VC ' PHASELINE i i PVI EL: 2708.22 i I F I K: 3.31E 2728- D :3.ao/ Co. ti - Q Q __ R_ N �; _ = N f Il U I H O O ! 1 0) O o N ti } N ` co MN cc�ti MtID N Vie-Cr.' ! N r� N tir .. O o i_ i ` (L M o a r` 0) ti + � { O ? r- rt'.- N T-ti rN O� { i � t� , O N O N I pp I �.. a- 1 "f W i I We CAP DO NOT ALLOW SEWAGE FLOW TO ENTER PUBLIC SEWER UNTIL RELEASED BY PCRWRD. i CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO START OF PUBLIC SEWER CONSTRUCTION. U) 1 PRESERVE VILLAGE PLACE (PRIVATE) NOTE: 1. STATIONING IS ALONG THE ROAD CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL SEWER H.C.S. ARE CENTERED BETWEEN LOT LINES UNLESS OTHERWISE NOTED. 1124001 , I I I I I 1 113+0011 1 1 1 1 1 11400 1 oa 2 C EL: 2712.22 K: 0.93 P�C 1 N c) o- i -to _ w REMOVE BLOCK OUT AND CONNECT TO N n u l , Lou)Z - EXISTING MANHOLE PER STD. DTL. RWRD 301. -~ u O I � INSTALL TEMPORARY PLUG AND SECURE O E z z f _ �� �p 2g .16 ` _vuv- m M M WITH A CHAIN TO A MANHOLE STEP. - i --71 6_ P$ C 8 1 N PLUG TO INCLUDE CONTRACTOR'S NAME. _ @ u n THE PLUG TO BE REMOVED AFTER -� - ADEQ DISCHARGE AUTHORIZATION AND j Z z PCRWRD POST PAVING INSPECTION. The Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 N TI Ili Landscape Architecture Urban Design n /�� offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 V V Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM NG ut t 1.64, 32.37' RT NEW MH #03 [P21 ' STA 14+30.03, 44.46 RT 87 18" STORM DRAIN STA:14+92.79 INV=2715.08 . pV60@ A:14+92.79_ ' SEWER i ZOWN=2712.18 FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN PLAN AND PROFILE Sheet Title SEE, SHT 11 g 03 90 6. I I� NEW MH #04 [P21 ' STA 15+86.38, 7.97 LT 4 6 �f STA.15+86.38, 14.00' RT �P=2727.67 PT STA.15+41.57, 14.00' RT P=2725.48 PRC STA.15+07.52, 14.00' RT P=2723.47 88 -175.47 L.F. 8" PVC S60- 00' 16"E (PUBLIC) STORM DRAIN A5D STA.14+92.71, 0.00' STA. 10+11.42, 0.00' SKEW=73°18'40" SEE PROFILE ON SHEET 12 1 No. ti Date 16+80 Item EASEMENT KEYNOTES 1� PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. �3 BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES 11 CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 [2 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. F5 SEWERANATER CROSSING PER STD. DTL. RWRD 108. CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. a BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES O INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O3 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). O CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD, DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. O6 NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. O7 NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O8 SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. 16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. 17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. 19 INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENTMALUSIGN PER LANDSCAPE PLANS 25 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 0' 30' 6090' Contact Arizona 8% at least two full woPlclaill days before you boon excavation NO Scale H:1 "=30'1V:1 "=6' Job No. 182053-J-013 PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 O 1602831, OV1700647 17 691OV1600017 s1017 F1C F7�� 54544 do m� Sheet vvr uwn�n Date JULY 2018 °G o�fe74/dned �� Designed By/Drawn By JF/ML/KB 9�720NA gQ of Checked By RWS EXPIRES 6/30/2019 Z, File: Q:\182053\J-006 -Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006-07-10-Profile Sht-07.dwg Plot Date:7/19/2018 4:02 PM ByAburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Revisions 7 1 1 0+00 1 1 1 foo 1 FULL SUPERELEVATION LEFT . ........ . -2-7-42- 174.71'WARP SECTION 2-74-0 + 5 9 --Z-73-8- �4- STA. 11 +21.88 100.00, VC -Pvf. 11+2t.88 co 66.71, -is 4 t ED + C-:)--G> 4n- s AID 4.4 40 t, + =) 1 + C 04 C :6) !CM C%j cs C > X VILLAGE RIDGEWAY DRIVE (PRIVATE) STA. 10+00.00 TO STA. 16+80.00 NOTE: 1. STATIONING IS ALONG THE ROAD CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL SEWER H.C.S. ARE CENTERED BETEWEEN LOT LINES UNLESS OTHERWISE NOTED. 12-00, 13- 001 1 1,4001 FULL SUPERELEVATION RIGHT A �q _j t cr) Q I -?-VL-,12+B3 9 PV1 EL: 2719.43 + ____C 0- -68 (L as Sri + CO A.D'� 01) 1.715% er% Cn + T_ C14 gXISIINGIGRA DE ji X > C14 PIPE CENTERLINE Uj + LO C-4 j- 9 Me 11 - - ----------- 0 0 Tk ...... .... 4--Z -------- 0; CR --2694- 0; to CD C4 0) 0 -------------- C-4 C4 --------- f­ 03 3 .......... .. . . 2690 > > > ZZZ Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 The Landscape Architecture Urban Design Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 WLB Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East E3r-c>.-ac:fv%f.--%V -LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group liq A ------ E Tucson, Arizona (520) 881-7480 Inc. A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM File: Q:\1 82053\J-006 -Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2-J006-07-1 O-Profile S,ht-08.dwg Plot Date:7/1912018 4:18 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA 15+00 1 16- -00 _j 100.001 VC 4- CID L Q0.00! VC FV1 EL 2730.52 w V H-`_14467' . -ti co 00 co Cn U') A.D.: 2.7 _04 w 6% 1-M-2,724-4E--- C4 + c-4 t + .: i ! Ljj CD K: 71 123 1 C4 C wt CID LZLU FX C4 > to LO Z 2 01 -3 FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN PLAN AND PROFILE Sheet Title No. Revisions Date Item EASEMENT KEYNOTES PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES FI] CONSTRUCT 4'DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 [-2] 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. F3-] CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. F4_] HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. SEWERMATER CROSSING PER STD. DTL. RWRD 108. F6_] CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. R7 BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES O INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). O CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5'WIDE SIDEWALK UNLESS OTHERWISE NOTED. 60 NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12'TOTAL) PER P.A.G. STD. DTL. 307. 000NSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE 13 OCONSTRUCT & CONCRETE APRON PER PA.G. STD. DTL. 309. DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 15 16 OUTLET HEADWALL PER ADOT STANDARD NO. B-1 1. 11 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. SIGHT VISIBILITY TRIANGLE, -SEE DETAIL 6, SHEET 2. INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. _ice. ENTRANCE GATE, SEE LANDSCAPE.PLANS 23 24 25 LANSCAPE AMENITIES PER LANDSCAPE PLANS ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS KEY CARD READER 26 27 RETAINING WALL BY OTHERS SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 0 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 30' 60' 90 1 PROJECT NO: G180OXXX RELATED CASE #s P18WI000061 G17014875 OVI 15-003 OV914-002 OV16028311 OV1700647 wif 009,UV1000017 nal Scale H:1"=30W:1"=6' Ob 54544 Sheet 8 Job No. 182053-J-013 - ROBERT W tM SCHLICHER Date JULY 2018 Designed By/Drawn By JF/MUKB 291d / Of 21 -'ONA Checked By RWS EXPIRES 6130/2019 7 EASEMENT KEYNOTES rig 1� PUBLIC UTILITY EASEMENT PER FINAL PLAT PC _ �2 BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. ECR TA20+44.19, 23.50' LT STA.19+27.26, 14.001 LT STA.0.69 BUFFERYARD �� B�� PER LANDSCAPE PLANS P=2731.39 PRC _ 68 PC STA.19+66.86, 14.00' LT STA.20+65.98, 30.84' LT P=2731.33 P=2730.93 PT PT "" PT STA.20+90:19, 39.00' LT KAI DRIVE STA.17+47.00, 14.00 LT 174.89 L.F. 8 PVC NEIGHB :D� AR STA.19+82.96 16.53' LT�,� P=2732.05, (PUBLIC) P=2732.61 S890 04' 38'"E (PUBLIC) RECR P=2730.79�= aEE OFFSITE IMPROVEMENTPL. SEWER KEYNOTES PT:17+47.00 1 ©67 PC/PLANS EL:2732.33 23 ; '. STA.20+04.24, 22.35' LT f 1❑ CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH c�cq N 6 N M ECR SI(,VER C -'o P- PT�� ECR ' CONCRETE COLLAR PER STD. DTL RWRD 211 - - - - + 19 A`NYON P x .� STA.21+92.84, 68.8TLJ�� c 2 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. a N P:2732.59 MATCHLNE L. ®' �s :... - : �::. STA.20+13.87, 23.50 LT_ P=2736.31❑ co BCR ~ SEE. SHEET BCR .. • P=2730.53 • ; , STA.18+49.49, 14.00' LT _ �� 5F- BCR 7 0 3❑ CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. W g g P.2732.06 - P=2732.29 ... - P:2734.16 o W o 1.38% BV . - - - _ �� _ g 28 3 - - - _- _ 6`� ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. w C EL:- 1$ OZH -17+00 :: ; 2732.13 : :: : _ : ' : : • . • . :PVI EL: :,: 0o J W : o . ; . • _ _ - - BCR SEWER/I/VATER CROSSING PER STD. DTL. RWRD 108. + -�i` - 2732.50 W - .i - T + �- S A. 1 Z • o . � �•; : _��o� 2 72.62, 42.39 LT co - 8 V Z . . �, : 18+pp: ::: : :. - - = 6 CONSTRUCT HCS WITH CLEANOUT PER STD. T . ` . . • .� � � :. �.21 ..: • � �.EVC . EL: � :,PVI . EL: � : � ' � � ;• :• .� ::• : P 2735.02 ❑ S DTL. RWRD 401 o 2731.85 2733.38 : ; . ; :.:. , AND STD. DTL. RWRD 404. Q W _ 1 I Q :o' i HP EL: � EV C EL:• . • : w :: - ::. . ':.: `.`:�' �-:--:::.:�..::, : : ,o � 24 EL:2730.39 ::::::: � : • 5 I I 1 2732.50: 2732.24 : ; : :: :::: :: ..o. : BVC EL:: sT , _ , : 8 7 BLOCKOUT PER STD. DTL. RWRD 203 CO) "--1-- •- ❑ - '� • • • -- � ---= `-:•:�;; _: � � � � 2730.49 ��::: � � a 2.73% CL INTERSECTION co :1.16% � 12 . f �. . 62 : + 3.?6 /0 22 ao _ _ _ + 1 a, N 21 00 _ 3 STA:22 06.27 �r x co �a?- - CO ; ..- ..: • ; : • ; :.:.. p -PVI EL:. _ 1 - rn cam_ - - 0 2730;45 OR ISLAND DETAIL SEE I Gg L: c STA. 4.53 94 �m M a� - _ �-� __- .,, irrT -in P:2734.53 �I. 295.96 L.F. 8" PVC S40 54' 33"E (PUBLIC) PT STA :17+47.00, 14.00' RT P=2732.05 I� 1 MH #09 [P2] STA 22+44.16, 16.87 RT PI'MAS NEW MH #07 [P2] STP=2730.14 A.2o+o3.43, 21.58' Ki STA.20+16.37, 0.00� �; ' STA.21+93.11, 69:01' RT S�-tErMr�" ► al STA. 10+08.03, 0.00 1 STA.10+00.00, 0.00' FF BASIN A5F P=2733.35 SEA 0 SKEW:. 61'11'14" SEE SHEET 14 1 NEW MH #08 JP21 SEE DET. XX, SHEET XX _ _ STA 20#94.77, 26.73 RT I-, PT PT PC PRC STA.20+90.19 39.50' RT STA.20+15.31, 23.50' RT STA.20+44.19, 24. ' RT STA.20+65.68, 31.24' RT P=2730.99 P=2730.06 P=2730.72 P=2730.84 VILLAGE RIDGEWAY DRIVE (PRIVATE) STA. 16+80.00 TO STA. 22+06.27 NOTE: 1. STATIONING IS ALONG THE ROAD CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL SEWER H.C.S. ARE CENTERED BETWEEN LOT LINES UNLESS OTHERWISE NOTED. 17t00 _ 18t00! 19t00, 20+00 21+00_ r F ; ! 22 00 ; , 22t80 -- ., ! ...-..-h•-...w..-F 3 I i i ! ! ! '� i ! ! , _ ` 3 f ! i } I j j I ...... � 275 u 00.00' VI K: 39.30 M p a� Lq + M r' N =w 0 12 RLIN J _ M 00 n� M tiff co r_ 00 M �r, N Q 5.. CO to r N ti N z z T_ UN } I I f ( 1 I ! n! C U. 0 N H ow i E 3 { I m z O! I W LO ; �! LU N N ti N i l i i 8" WATER STA:21+78.68 24"STORM DRAIN s �_ ST 21+78. 8 { -- STA:20+16.53 --- --� --... - _._ �_ __-, , �. INV=2726.92 i 1 i ! 8�� EWER I _ _ i ! f CR WN=272 f y 1.26' (PIPE 1207�26') STA 20+16.53 ! j N $" PVC @ 0.0,10% (PUBLIC)BPI o ! 1 ? C:R(1!WN=279*1 f119 The Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. Landscape Architecture Urban Design WEB offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM PLAN AND PROFILE File: Q:\1 82053\J-006 -Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2-J006_07-10-Profile Sht-09.dwg Plot Date:7/19/2018 3:54 PM By; kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions IL Date Item CONSTRUCTION KEYNOTES 1O INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O5 CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. ❑6 NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. 7� NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. E 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 16 17 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. i 1 -- 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. 19 INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. ! -- 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. g ENTRANCE GATE, SEE LANDSCAPE PLANS ! 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 25 26 27 ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS KEY CARD READER RETAINING WALL BY OTHERS SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 i _ i 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 1 0` 30' 60' 90' I Contact kezons am at least ftwo fluffm PROJECT NO: G180OXXX WOMOng MYS Isas you PS§Pn excavation RELATED CASE #s P18WI00006, G1701487, A 0 �l 1 8 OV115-003, , OV914-002 �C&H SIT olr 0000k Aftolmsel .00m OV1602831, OV1700647 G1703069,OV1600017 C F FQ�• Sheet 9 Scale H:1 "=30'N:1 "=6' ��' �Q� �54,q o m� Job No. 182053-J-013 ROBERT W 0 S HLICHER _. Date JULY 2018 de�.��#4 Designed By/Drawn By JF/MUKB 9iQ7 fined . of 21 IONA Checked By RWS EXPIRES 6/30/2019 i VM O N 64 [-1 N NEW MH #10 [P21 STA 11+81.07, 9.00 LT N � 62 AP � + `v o 61 STA.10+70.63, 34.00' RT `0 `4 . _ M 10, P=2733.37 66 6 rn� ___ _� N 2_ 5 _ -- _ . PT , , o CO CO N 1 v STA.10+70.63, 17.00' RT J' x P=2732.65 K2734.37 A.11+22.94,15.21' LT �Q GO ; LY8': CO \ \^��V. ® o o .. , 1 NEW MH #11 P2 ^a o cn :: P: , o .. EVC EL:. • . • . < 75•� STA 13+29.29 9.00 LT 67 .174.89 L.F. 8" PVC .. • . PC 9 04' 38"E (PUBLIC) 2737.43 ' BVC EL:.:.. o... 60 STA.10+67.63, 14.00' RT 2734.38 : : ::. :: . �'•�'....- r3x j • P=2732.55 X ry' Off• :�� � � .,.: . �� � s 151.28 L.F. 8 PVC 9 S470 54' 43"E PUBLIC o. PC:11 25.13 5 EL:2733.83 .,. r��P�S�� mod' 19 �'�;' 4 = PC 19 ��� l J��• y�� STA.11 +25.13, 14.00' RT = P 2733.55 tss.93 L.F. 8" PVC ` X, BCR SO° 03' 36"W (PUBLIC) 1, °o P:2732.29 3 . 295.96 L.F. 8" PVC 4 • S4° 54' 33"E (PUBLIC) 20 PT A.11+14.63, 14.00RT PRC oo • 5 2732.15 0 '`: ST ECR LT �o : •, ... P=2733.37 STA.13+68.00, 52.4T RT ' STA.10+38.38, 14.00 �� s ECR PC P=2741.24 P=2732.59 X ...: R40': oo... • STA.10+39.63, 1400 RT STA.11+11.63, 17.00 RT PT:14+06.53 ii 1 CL INTERSECTION �"P=2732.06 ° :.-: P=2733.36 EL:2743.97 STA:10+00.00 1 NEW MH #07 [P21 AP STA. 18+87.63 18 .:..:.:: �. 1 STA.1 1+11.63, 34.00' RT P:2731.57 STA 10+08.03, 0.00 P=2733.98 BCR 211.26 L.F. 8" PVC _ ��1p' P:2731.39 STA 18+87.76 S50 41' 51 "W (PUBLIC) : `OG �1,,� p9 •� RECREATION AREA "B" CEN. PT. STA.14+06.53 26.00' RT MID PT. P=2743.43 �- PT.78, 2744.84 SILVER CANYON PLACE (PRIVATE) T_ 10+00 0 0 o` + C'7 o ti, NOTE: 1. STATIONING IS ALONG THE ROAD CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL SEWER H.C.S. ARE CENTERED BETWEEN LOT LINES UNLESS OTHERWISE NOTED. i i I 1 111+00112+001 1 1 1 1 1 P 1 13700 - 0_ I CD OD f�: Q i I eo + On' +F CV tf) N t- N M + 8" WATER STA:10+18.16 INV=2727.60 �8" SEWER STA: 10+18.16 N ' CAP=2722.53 N Z . 0o N Z ... ; � N CO i N N II ti O Z i > > Z zj @ I dr as _1- O� N r" �� CCD r i 00 PVI1 1 016 Big r lP 1 k)kC * - PPC 59 SIA. 14+06.53, 14.00' LT P=2744.25 4 O / NEW MH #12 IP21 i 'STA 14+11.82, 8.13 RT 14+37 96/ / TC 45 76'" 1Z 40.58' RT 14+00 10 IM 15+00 Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. The Landscape Architecture Urban Design W IL offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group inc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM PLAN AND PROFILE File: Q:\1820531J-006 - Villages at SilverhawkeW IPs104 Paving Grading Phase 2\PH2_J006_07-10-Profile Sht-10.dwg Plot Date:7/19/2018 4:08 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet. Title Revisions EASEMENT KEYNOTES 1� PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. �3 BUFFERYARD "B" PER LANDSCAPE PLANS SEINER KEYNOTES 10 CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. 3❑ CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. R SEWERNIIATER CROSSING PER STD. DTL. RWRD 108. © CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. a7 BLOCKOUT PER STD: DTL. RWRD 203 CONSTRUCTION KEYNOTES 1� INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. ZO CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O3 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). O CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. �5 CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. O NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. O7 NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O8 SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. 16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. 17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. 19 INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENT/WALUSIGN PER LANDSCAPE PLANS 25 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19. 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 0' 30' 60' 90' Contact Arizona 81 at least two foal woglting days before you begirt exoesatlm QI o Q C800 811 0090k Arozonselil.com PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G17014871 OV115-003, , OV914-002 OV1602831, OV1700647 G1703069,OV1600017 Date Item Scale H:1 "=30'N:1 "=6' v�Q` 54Y544 O c� Sheet Job No. 182053-J-013 ROBET W SCHLICHER Date JULY 2018 By/Drawn B Designed B / 9 @ §ned� Q • ` y y JF ML/KB R�ZONA U c, of Checked By RWS EXPIRES 6/30/2019 _ 1 00 O N rV� u I� �1 rY� fi•,�; VP 40 A R.y ! j ® 1• 80 • 1 1 00 1"� • ..� .•. i P=2708.32•►�•� ® • ••� off `� �.• - t p� SKEW: 53*44'32" III 1� • �*���n-�e��. � `;_ � �.., r :,.., `"'�� �,� �- _-- - ��,/r�„� ice. WMI ryr�. fro v i 'ice x ;�� - ! ". •.. �«�•: vw: COMMON AREA "B" STORM DRAIN RUN SD-A5G NOTE: 1. STATIONING IS ALONG THE PIPE CENTERLINE. UNLESS OTHERWISE NOTED. 1 PRESERVE VILLAGE PLACE PRIVATE ROW. 6 ; � o + ; o Cnn i FLOW 1 84.22 L.F. 36" SRP @ 0.50% r i j 36" 8D co $ Z03 84 _ i i w STA:9+99.96 N .8" SEWER CAP=2697.55 d Cn 11 12 COMMON AREA "B" PIPE CENTERLINE I ' o :L ANU_CO PA-CTTO ` - ¢ No Q DRY DENSITY ]OR TO TRENCHING 133.68 L.F. 36" SRP @ dl VB-A5D--� t BASIN-A5D END CULVERT STA.12+06.90, 0.00' INV-971F 00 STORM DRAIN RUN SD-A5E NOTE: 1. STATIONING IS ALONG THE PIPE CENTERLINE UNLESS OTHERWISE NOTED. TO ! 11 206.90 t F _ r ry5c�....____. l8 CMP @ 3.87 " 1 oCS 12 EASEMENT KEYNOTES 1Q PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. �3 BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES 11 CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 F2 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. [3 CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. �5 SEWERNVATER CROSSING PER STD. DTL. RWRD 108. © CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. ❑7 BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES 1D INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O3 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. O 209. (TYPE 2). CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O5 CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. O6 NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO.211. O7 NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO.203. O8 SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. 0 CONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO.207. SEE PLAN FOR TYPE OF RAMPS. 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE 4 & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 16 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. I 17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. f 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. i 19 INSTALL 30 X 30 R1-1 STOP SIGN AND STREET NAME SIGN. --- 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. I 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS 25 26 27 KEY CARD READER RETAINING WALL BY OTHERS SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 0' WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 30' 60' 90' Contact Arizona 8'" at least two full PROJECT NO: G180OXXX worm" days before you bson excavation RELATED CASE #s P18WI00006, G17014879 Q 0 � QF. o OV115-003, , OV914-002 �C800 811 ®Q cuack aPat®n•Im%com OV16028311 OV1700647 G1703069,OV1600017 Planning Surveying i end/ti°gym CATF The Engineering Landscape Architecture Urban Design VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN GRADING PLAN No. �� Item , . ��_ ...._ . Scale H.1 30 N.1 6 ��e 9; 11 54544 0 Sheet offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN ROBERTW WLB Flagstaff, Arizona, and Las Vegas, Nevada. Job No. 1s2o53-J-013 l.7 rOU p Group 4444 East Broadway Tucson, Arizona (520) 881-7480 LOTS 59 THROUGH 104 AND COMMON AREAS -A" PRIVATE STREETS AND "B" OPEN SPACE ` Date JULY 2018 d SCHLICHER r o d�e7• �, Inc. A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM PLAN AND PROFILE Designed By/Drawn By JF/MLIKB 9 s's d Q 21 File:Q:\182053\J-006 - Villages at Silverhawke\07 IPsW4 Paving Grading Phase 2\PH2_J006_11-Stormdrain.dwg Plot Date:7/19/2018 3:48 PN By.jfemando TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions of IONA V' Checked By RWS EXPIRES 6/30/2019 M, I RECREATION AREA AREA "B" CL INT STA:1( __STA. 2 SKEW .,N550 27'06.61"E 101.200'(CL) V STA.9+49.84, 0 ff MT 174.89'of 8" PVC @ 1.79% 1 - ­_ __ COMMON AREA "B" Q k 1.< 0 J I CP. /'? �PRR*Qop. 100- R FLOODPLAIN 2 MH #081y� ! PI (3, STA.10+25.90, 0.00 N730 31' 26 1 .42t/ 58.159- (CL) I , CrE s CB-A5D - C14 STA.9+69.92, 0.00' 13 58.16'of 30" SRP @ 0.50% N61- 02'23.41"E 39.791'(CL) I <U- CB-A5F BAST STA.1 1+23.85, 0.00' 17 / R 36.60'of 18" CMP @ 2130/6) 10 0 r\? I \ BASIN-A5D 11+00 A51 , (�AWO 16.00 5F -26.00 Y, 9+uu V 3:1 0� 0. 7 11 17, N320 20'18.71"E 144.333' (CL) 6 HEADWALL ,.;;:7 '11\ ADOT STD. NO. B-1 1. 11 C1q STA. 11+61.08, 0.00- \N730 / 48'05.68"EJ 00, 66.601 STA. 11 '23.85, 0.00' PI/END PIPE P-A5F-2 STA.10+84.06, 0.00' 4qo ,STORM DRAIN RUN SD-A5F NOTE: 1. STATIONING IS ALONG THE PIPE CENTERLINE UNLESS OTHERWISE NOTED. iff VILLAGE RIDGEWAY DR. 76.06 L.F. 24" RCP @ 0.50% ,_24!!,3RP__L__ CP I INV272261871 3 8" 11 COMMON AREA "B" 16 L.F. 30" SRP @ 0.50%'- NA 1 36-60 L. F. Ump @ 2.73% it EASEMENT KEYNOTES PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. BUFFERYARD "B" PER LANDSCAPE PLANS #04 [1"2]_�­ SEWER KEYNOTES 175.47 L.F. 8" PVC 6 - 00'16"E (PUBLIC) 0 F11 CONSTRUCT 4'DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 0 F21 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. 31 CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. \ l 'A " \ { F41 HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. PROP. 100-YR FLOODPLAIN FS] SEWER/WATER CROSSING PER STD. DTL. RWRD 108. N480 53'32.15"E F61 CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 261.695'(CL) AND STD. DTL. RWRD 404. Y. 28 ')7213 BLOCKOUT PER STD. DTL RWRD 203 11+00 P-A5 -2720- 12+00 17 \� 13�13-" J SDMH#A5D/31 15 STA. 10+44.33, 0.00' 74'41 L.F. 18" RCP CONSTRUCTION KEYNOTES 161.65 L.F. 18" SRP N320 19'59"E HEADWALL-A51) �CL INTERSECTION 87 N480 53'26"E ADOT STD. NO. B-1 1. 11 INSTALL SURVEY MONUMENT PER P.A.G. STD, DTL. 103. STA.12+06.03, 0.00' STA:10+11.42 OCONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. STA.. 13+13.24 0 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. LSKEW: 16042'13" 209. (TYPE 2). 16 CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO / 2'1 "`' ' O WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. f O CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. MH #03 [P2] STANDARD 5'WIDE SIDEWALK UNLESS OTHERWISE NOTED. ?/O6NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. /7 KIMAI 1-nKit-IMICTC Q111MA/Al V-Tn C:VICTIKIf"_% r%r%KIKIC:PTItNKI PER P.A.G. STD. DTL. NO. 203. STORM DRAIN RUN SD-A5D O8 SAWCUT 2'OF EXISTING PAVEMENT, TACK, AND JOIN TO NOTE: EXISTING. 1. STATIONING IS ALONG THE PIPE CENTERLINE UNLESS OTHERWISE NOTED. O CONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN KI FOR TYPE OF RAMPS. - 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' 12 60 i 10+00 WINGWALL BOTH SIDES (12'TOTAL) PER P.A.G. STD. DTL. 307. 11+00 1 12+00' CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH I EF-1 GRATE :4 .... .. ..... . . ... ... -7 A J!i & CONCRETE APRON PER P.A.G. STD. DTL. 309. CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. OUTLET HEADWALL PER ADOT STANDARD NO. B- 11. 11 274Z­-­-- 15 TL. 302. CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. D OL%Jr-C: STABILIZATION, Or-r- DETAIL U, SHEET 19. 4- ROCK RIP -RAP SPL ASH PAD SEE DETAIL 10, SHEET 19. COMMON AREA 7' I PRESERVE VILLAGE PL. COMMON AREA "B" RE I DRAINAGE DRAINAGE AREA PRIVATE ROW i I27 SIGHT VISIBILITY TRIANGLE,, SEE DETAIL 6, SHEET 2. AREA ........... ...... 4- -27,-34--- 19 INSTALL 30" X 30" R11-1 "STOP SIGN" AND STREET NAME SIGN. -c) NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. Ul) C14 < Cq 1 Cos I Uj "T C0 s cn to a) 1LU CAPE PLANS. 7 0 & w m 4 - I DECORATIVE PAVERS PER LANDS + Cn w + + Z 0 L AND COMPACT TO + iz + i FILL qj, i 04 0) Cl) ENTRANCE GATE, SEE LAN PLANS Cq --------- 3: LANDSCAPE w 1.- 95% Z i LU CO 'Z a,) FX �K�_PMRT LANSCAPE AMENITIES PER LANDSCAPE PLANS O-TREN 2726-- cf) i FOP, SEWER (TYP) i s ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS s -27-24- IPE CEN ER INE F\1 KEY CARD READER STING GRADE RETAINING WALL BY OTHERS L ....... ... ..... ..... .... .. lPn, a ERA INNE i i I I i , i ; SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 -27 F �g 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS LOW 7_ -2-746- L.F. 18" SRP @ 0.5 % s 1 161.65 L.F. 18" SRP @ o.5o% 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 s FL W i -271, VIC11 430 - WEEPHOLE FOR TYPE LOT GRADING, SEE DIET. 7, SHT. 19 IW=2715.06 s .... ........ 71, 271Z I STA:10-015.8' s is '8� 'S 1-: VV t K -271-1-0- of LU i Z LU i 30' 60 90 CAP=27i2.75. Z CD Cr! C.4 N -------- ------- -2-706- C'4 2,70-2 2 -702- .. ........ -27% r 698-- ..... ... .. .. -2 PROJECT NO: G180OXXX RELATED CASE #s P18WI00006o G17014871 OVI 15-0035 1 OV914-002 OV1602831, OV1700647 U1I uJUDUJUV-1 oululul f Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. Date Item :1"'=30'/V:1"=6' The Landscape Architecture Urban Design Scale HQ) . - Sheet 12 Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN ROBERT W Flagstaff, Arizona, and Las Vegas, Nevada. Job No. 182053-J-01 3 WEB SCHLICHER -4,44.4 EE.-a--s-t E3rc:)o.-ic1vv.-aV LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Date JULY2018 . 1111. Group Inc. Tucson, Arizona (520) 881-7480 vlan d A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM PLAN AND PROFILE Designed By/Drawn By JFW fKR - Of File:Q:\182053W-006 - Villages at Silverhawke\07 IPsX04 Paving Grading Phase 2\PH2_J006_12-StormdraIn.dwg Plot Date:7/20/2018 7:37 AN By.jfemando TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions N Ca Checked By RWS m EXPIRES 6/30/2019 m 7I - _N ORO VALLEY RETAIL CENTER j I S.P. BK. 30, PG.74 / ZONING=C-2 I{( I \ /I \ I FUTURE TRAFFIC LIGf T I AT INTERSEW ION OF` KAI DRIVE A1ST AVENUE BY OTHERSTH PLANNED COMMERCIA,PFQ=T- \� i I r �J I I � / ll, Jul ( I / 11 s\ I 1 � . / 411 \ \ 11 11 1 t jllr"-� \ I\ltil 41i1 11IIIII � ii y/I 1 J 1 r-_ � I I !I I TANGERINE HILLS II LOTS 1-117 I I BK. 26, PG. 29 II I I c ZONING=R1-36 I I I I I ( I I h iI 1 I I II I I I II l l I I I I l I II II j II Ii I I j i � II I I I I I II I ! I I N N rn Z 0- I ZONING=C-1 ► I -\ -- - - �, ; + I " I EASEMENT KEYNOTES ` I I \ - -- - \ \ �\ �, \ \ \ 1\ \ \ 220-06-001 F PUBLIC UTILITY EASEMENT PER FINAL PLAT I I ! ! l _ _ \ \ \ \ I CAPRI CO, LLC 18 ,1 ii y - -2.155 -` \\ \ \ , I \� \ I 1 I FUTURE DEVELOPMENT \�_� _ 50- L =---- -- �w" m BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. 24 ZONING=C-1 BUFFERYARD "B" PER LANDSCAPE PLANS Elm -_ - ............ 23 :':':':':':'::�': : 7668SF -�► \ ....� G .. .... 35 70-. .............'/'....-..' 26 a9 \'./-.'�..'. '9 a � '...�.................. ......�.....�.�.-.........-..... FFE=44.80 / A� .. ©... �► �yl.. . \ ...........................�.1'.......... >. ,• _ / .'(�' .o. --_- �3 FPE=44.13 / \ \ \ .. 2 :::: \ ! I �# .:.....:.\..�.. 1:\.. t.. �.\ .\a .\.1. \ \ A / , 2 ... 37:2.1..'::11 PC:11 2.1 NEWMF 0 P I I I ........ '..' \ .. 1 '\ . \ \ \ \ 6 \ ,� . .................. ..... EL:2733 \ III .......�.....,. .\\ .� \.\.. \..�.. \.\ .. \\ \ � � / TYP. i / .•.. �1 62 G I�:. \ \ 7668 SF FFE=42.89 1 0l t I \:.......: .::: . . .V \. \ \' \. �. FPE=42.22 \ \ \ L ... x0 :.'. .... 2734.38 4 \ I ( \. \.\.\\...\.\ \�� �/ \ .�. .. ......' ale ..SILVERC Y C -y 211 v GRADING LIMITS \ 1 ,. 76 -. - ..,.LLI ' I ' a I ...: (...1....... �... �...'...'.......... \.\.. \ \ \ \ D� / 7668 SF // \ _ Z' .. .. . .... . FFE=40.97 / �U -� - I I I L ...�. '..........-- 27 .,\ \ \� \\.'. \ �\ \ \ FPE=40.30 5 TPA 1 N. \. NEW MIS 10 P i I \'.'.'.'. r.' .. , .. V -- . .. t'.'... DRAINAGE EASEMENT \.... / J .. \. ZI.DKT. 12691, PG. 3873 \ \ \\\ \\ . \ \ \ 7668 SF \ f ........' \'.' \ h �........ �..'.�.-...`� .�:.�...\.'..'. �\\.':�. \ � / �. FFE_39.13 / / 65 � ........'.........:............ .. ; .'.'....'.. ,��..��; '.'. \\. �,\:':'�.. �� �/o\ FPE=38.46 / 7668 SF I 66 .L .. ..... f... �'.' '..'t...: EXISTING DRAINAGE `.....'.. \ \. ...67 7012 3F 557 SF I I ..I ......:I..{ww; '�..�. �... \... `!�. ...`�� .��� '. ��- \ /� FFE=37.78 I I I I 1 I:..1. I .... PIPE AND STRUCTURE ......\ \.'.'. \I ... \� .\ ....��� . \.. �\ . \ / FPE=37.11 J 1.... \...........� . „ „ \ A FFE=36,90 I I \.:': \ . �.' \'\�r'�'`':..'. \ ' \ COMMON AREA B ..\... \ I / ... I. �.. �....... �..... �,. ..... \..' S r- ... �'..'. NATURAL OPEN SPACE .\�..\�..... <-_. ---.. FPE 6.23 FFE=5. 99 1....�.......25 \..... \ \ .'. \ A FPE=35. 2 , \ ' ...'.'.\.'.'.'.'.'. \,\...................:...ti.......:....:. ..1. RESOURCE MANAGEMENT \. \- \� �; „ „A�, I ( I :..... \. I / / / ,I� / I III I III I 1Il I / 1 I I !'I ./^-af.. . . ...... .•I.f.��....�� .\.:�.�'.:',.:...`.:. \�- ..'.:�.�_:I''. � '. •%'� \�,.. .�l..\...�....\ :...�.._�... ..\' .. 1.�..' \.' \..�..' ..\\' .� ...'ARJE.A..2 ........ :I�..\.. l t...�...1.,......:.�/....... �r.'..►.�. " _- _ Ali ���._17+ �7.00.. Cn P WATERSHED I EL:2732.33 ...BOUNDARY .N..'...... ... PROJECT BOUNDARY , : -.--- 40 ........... '/.....�... '''....'.'''.''''..............�.........^I �I � I I 1 ! .�...�...... .....� ..�. ' :'-�.._..... .�.:..\,...'...f'''. ........... .. '.....' �'.. . \..��....\ ...\.....�....\ ''....... . T ............ 32.. (.... ... '5 ........ L I N gTC 1 ,I 68 I I ' 752 F ! i 33.37 FFE=34y.56 ^°, II t , TheEngineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 �i Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. GrOu 4444 mast Brcaaclway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) pInc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM If I File:Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_13-17-Grading Sht.dwg Plot Date:7/19/2018 4:21 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN GRADING SHEETS Sheet Title SEWER KEYNOTES l❑ CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 02 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. 0 CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. SEWER/WATER CROSSING PER STD. DTL. RWRD 108. © CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. 0 BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES O INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT Z WEDGE CURB (1-1=6") PER P.A.G. STD. DTL. 209. O3 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). O CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. O NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO.211. O7 NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO.203. �8 SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. O9 CONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO.207. SEE PLAN FOR TYPE OF RAMPS. ' 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT. MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. 16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. 17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. 19 INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS 25 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 Contact Arizona all at less tdN0 PROJECT NO: G180OXXX wor1ring days before you bsgln oxeavatilo°' RELATED CASE #S P18W100006, G17014875 LAG C1Ga OV115-003, , OV914-002 COBB M air 0000Bs Airozoneel9oc omro OV16028315 OV1700647 G1703069,0V1600017 544� o Sheet No. Date Item ScaleF<" ' Az�' m Revisions ` Job No. 182053-J-013 ROBERT WSCHLICHER Date JULY 2018 d �. Designed By/Drawn By JFIML/KB q,Q� s/fined SQ ?0NA v. Checked By RWS Of 00 N 1 u - EXPIRES 6/30/2018 7 i\ 1 r ` % � � \' \ -- \ ' t ti } i �1 ) \ r \ t , _ " '% t � \ • - rr " .� � •' .,,1 . •j \ 2 3 Ci -OQ1F �- ��� \ �` }� µ y �, 1, \ , ,l°, 1 � :.: �_� # t ., i CAPI I CO, LLC r � �� _ __ _- - _ . � �, �' `� a t -° • '.' , * ... '...; :? ' _ i FUTURE DEVELOPMENT _ _ 160-� ` - --- -�-- �:`._ - - -- _ _ - w ��, w F '�,- ` ..'...° Q �`< `� ' _ �# I ZONING=C-1 _ _ --- ----- -- -" •w � - M : - - ,- _ - " � .,�. • � �_ , \y ,' e ' : t 1 I 1 _ ......:.:..:: �1 � \': �, f fy� ) o` ` I -� - = : - �- = = r = = = W H 09 P2j : �\� ` `� 100-YEA :.'.'..' ti .:- b 30 SEWER EASEMENT - _ _ - _ - I I Imo' . . 0� 3 __ - -- - - ...._ - __ -.,- _ - �;: '\�" ` G; � 1 i 1 F LAIN � . •-� \\ < y I � � .. DKT. 8646, PG. 1026 t -_ - _ - \\ {-.. , . I I '.'-'.'.. '\ \X V✓/ , ' i \ r 1-1 '� ..--.-..'.P; _ �- - j' P 34.1 2734.19 , � , �\ - �' eM, � , I. ,�. �:.,:.\ ::.:.::..... :.. -.: . .. EXISTING / - ', l / � / / / /' � - u. ." ,.' 2 I , II -:... - ... �.:....;�.. - :'::::.'..,. •. SEWER SYSTEM / , " \ s \` \, 1 1III I / -- ! \ KAI DRIVE I >� l �' ti ` :::. _�' • 14.-.c . j.)� d I' �..' ..'.'..'.'.'.'...'-'. .' .-• ...'. z. ` . , _ �_ / KAI DRIVE ,' o ,y ` - I (/. 1 , r' '.'.'.'.'.'.'.-.'. ....� : :': I � \' '` (PUBLIC)-J--•----- -/ ----- -,--•--. - / o I „ \ , ....;-:. `�.:.-:-.'.-:.' - i r .............. . ...' ...... .. - :'- .� < :. ...:.. , `,� _ _ - W S \ \ - s (PUBLIC) / N / /.• ..' ... . :.�.... ..... \'..:: '. ... � 1 , I `� SEE OFFSITE IMPROVEMENT PLAN I I N r t .'.. -.:�- :.....� ...... ........ "" • t "I : ... . i _ / / / J / , , _ .•--,', :.. GRADING .-...' '....... .............. \ � ' t \ 1 �, �y S I / .. LIMITS.':.'. '..' " j.. /.. r �•---- _" _ _ "•..^ \ `•-,. f - - - - t , ..... ..._ .. 1 .. j .... pp v j%�. - ..... - . ... • ............. .5,- . .. ..... , - ,w - y � ^•.,. i ..e'.`.r:... 2. - -, -..f .. /..... .'.; . f.•.•.'. - 1 I '` - . ....... .:..... ................ t :.`14) ` 7 «"�._ , i, S E , 1. . �• .1' i x . . . 3 ..'. . . . , :\. . . . . - . . . . . l E OFF SITE IMPROVEMENT PLAN 2� 3. :'...I. L 1. �'.'. ..,r.-...... ... '.'.c� , 32 f. .. ,. ..... i g- ................. _ A08 . p 1; ..... tJ `�- b- , PHASE 2 ... ,.,-.." ,. ::'. a 44 M f ' ... . . 't 38.65 .......... .j. - ... � .,r ... >-. , .'.. �jQ .� '•'- _ r-- \ ........ - ..\ ...... - :.'.'.'.... 31 .. 27 ' i 7,C,... ..... , .L .. i . • .. 45�r .. i. .. - . rf 37.43 ..... TC 34.6 :........ 3• :. , ... i, �.-,:,._.__. -- - _� __c� .... I.5.1 ....... - ..... - 52:15:. , . . /..1.. 1.. _ . -,=t; . .. .... - .. ;_ •.......... , \:-... .� ... - .. -... :N . . r ... ,�....... .1 ... f...I �,. ..w ,...�....-...�, .-a,.-�-.. _ _ .- % _� \ 3 76 34.33 . / ', .. -' 5 I- ., ... .... ! t .... .�...-�.. . ................ . .. . �0 ... r -�r �.,__. \ .... :�.• .'� ..\: ...._ �: - ,,....,,--. G� ....1. ... a :'.... f : i :'i'. ... ,} . w,.. . 45. r .'.}:'. 24 : .... : ':':'.'. 21 ./ �. a...:': 3 �;. 't ..... �: .... r3 , c ' `' ` Js, 1.:.:-v�-:-:\....., , \ ' ...... �.'. �. •31-:4'3 '1 4.59.... ..: ,. :,.'�.... .�..... I 1'.-':'t'. ................ TC 31.19 ..:'. 27 1 28 01 :'.' '., \ cM -...'3.5,32.:.. . - '.'..'35: 1':'. '...'- .� .................'' 3''..... t . .,. � S'...:;�r' r. .. .... - ... - ....'.'. .. " ........ � -- , .... ,,.... ........... . .... . • ..27:99....:... ......... - .' . .' '.. :'. ' ... r . - .. ... .'.'.'.'- .'.'.'..':.'.:'.:. '.'.'.'...'.•.'. :,-f. Pam: 4+42,07 \ s 6 /.`: t 4 , ... -�. :.�;. - \ ...... - .. - ,4. - „ - ... . j. - 1...... '� N .... ,� .... ...\.. f 26. /. I .. I- :, .... �': PT:20+38.69 . �.�' 1 � � � .'�_ �'.. � . . � . ... 4. . I is" r ........ . .... . ,'. / .-f'... .-�:- • EL:2730.39 - �:�-':' # I- .�..:�-- x . ITICAL ..... ..... - . I �+ - 4 TC3-l. `-.... i -s .. . . 1' bN r W 7: / a AURCE N-W MH 08 P2 l.... T 30.89 , .' . 5F ......... ... , . i�_ - : i .a I = / I ) . .2&.05 . ,/l • AR L ITS , - - - . �. . . �_ y i r • . 7t 3 ,. /" 1.. r.... 4 BASIN A5F `'�� ti... . C � W 1. ( ,.1,-......... r ;. v .. 1 \.... - F'T.14+ i . _ - ­...... ... TC 31.34..•. .. ..... . . ... . \ .. - ... ....... 17 ..' -.... TOTAL VOL.= 13,471 cu. ft. ............... - . . I I W , .. - - .... ..... .. - ... ... - .. ... 22 .. ..... a ./. . .......... .... }'. •.'. i. ..... �....., l°.,..• .... ...�. :-:.. , i. -.�.. - - .. - - -.-.--......... - .. *•: .....-...... - - , - .. - . .. , .` ... . F j EL.243.7 t ; ... „ .'.'. 24 • • .' .. _ ,� - ....... .......ti / ,. 42.49 ; N -,......... � :46.....; ..'.L'...'::_ ... ... CB-A5F-2 . 13 :.::.'..'.'. .. PONDINGVOL. 11,908 cu. ft. I �'.'..t..... ..... ,.. .. . - - .. - .. - ... . . �- _ 71 I ;. : yr .......... 34,... .. 33.22... 1 :... 22 . :..'. - .. ... CB-A5F ..f ..:.. .. 1. TOP ELEV: 2730.0' G � , . t ...... -\. - .. - RESOURCE MANAGEMENT .. . . . . ......... ' y.....:17 ,-... ......# `�" ... ! ¢''.'.'. - - . �`..•'.i BOTTOM ELEV: 2726.0' ... AREA 2 LIMITS/ <,'.. . I COMMON AREA B � � � Y ! -/. BASIN DEPTH= 4' � � G • • • • • • •-\ • . DEVELO_ PMENT ENVELOPE --.. ....... . 35.68 -. - _ . .. 93- .P6F 2 ` 17 .. �. t.-- �' ' \ ..... - .. �_ ,, - ..... bti- . - .... . .- I 0 D NG DEPTH 3.74 f PEbES RIAN : --" - ..... - .. . s , . Q1ooiIN)= 46.7 cfs .. -.-. -:�'.. '.:2623 0...: :�:-- 41.57 i , ' `'I 3 ' i �' I. 1'."-.-.-....... :' ... ... �. � GAT ..�... � :�� ,.�' ... � _ � l � - .' _ Q OU 38 cfs , .. . . I - .. 100� ) �- :.-'.`».... '....' 100YR WSEL= 2729.73 \i� I .. 4 ... FUTURE } 4 �- w- , ...... it is A EXISTING DIRT ROAD .... .. - c ' '{ J .. ..., €. 5 � -� ' ,.. � . � . , SCUPPER I Q _- EXISTING I - 4 3. ti �..,,.-. - . - 5.63 e' i .. ._ / ._- :. .-...--. .......t'. Ci I ', NEIGHBORHOOD PARK..: .. TC 30.62- _ - : R � r' ... 4 - - - - - - 31.92 t... , ... ....e . . ,� � �: : 100 YEAR ,.�.y...:.-�....... . .:..:...... .. . . STORM DRAIN STRUCTURE TABLE STRUCTURE STRUCTURE DESCRIPTION NAME DATA RIM = 2730208 DROP INLET STRUCTURE CB-A5F SUMP = 2725.000 SEE DET. 1, SHEET 12 P-A5F INV OUT = 2725.000 RIM = 2730.100 MODIFIED TYPE 1 CATCH BASIN CB-A5F-2 SUMP = 2726.291 WITH 2-6' WING BASIN BOTH SIDES P-A5F-1 INV IN = 2726.790 (I 2' TOTAL) P-A5F-2 INV OUT = 2726.29 I RIM = 2730.000 MODIFIED TYPE 4 CATCH BASIN CB-A5-1 SUMP = 2727.170 WITH 1 EF-1 GRATE AND P-A5F-1 INV OUT = 2727.17 CONCRETE APRON STORM DRAIN PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P-A5F 18 inch Corrugated Metal Pipe -18" 36.60' 2.73% CMP P-A5F-2 30 inch Corrugated Metal Pipe - 30" 58.16' 0.50% SRP P-A5F-1 24 inch Corrugated Metal Pipe - 24" 76.06' 0.50% RCP ;,.....-.-.'.' RECREATION AREA B V. . .. ........ t - ......:,- , , , ....... . . .: .... < .... �.. + 27 s :' :......'.e.. - FLOODPLAIN _t }� . - . - . . - . AR ... I . �.... .. ,.':. :. / PC:19 76.59 , .'.. .^ �. .... :....... - .. ,.- - . ...:�'. 5F , . ' .... .........' EL:2730.54 �.t ...: ., ' • '.' ! . - . - .... . _ I -. -'r• .... .. € ..-. k. i,:.+. •. ; .... `� , . ..... 'n-..��.•.. .. - .. ...� . ... - 1 � ,t t } 1--.-....•.-. ,:*� .. . .. . . Q1, �.. �. ...... ....�,. �, _ �.... . Y. � ' . �. . I 8122 SF ­�,*.'.'.*'- - ... r ..--'1i�: �, _ .I" . . ­ �• .}. , ... ... - .� t r 1; O Z .�. .. - .. - .. .. . - ... �' \ 24 ,- 1 FFE-33 `\ I' ........-. -,.. '.... ;. 1. •�l ..... . �, �, . .... :' ':. FPE-32.57 20 � . -',-\: ::.:.. '.'. t l ,i .t ,.. .... .. I 19 I " ,-. .A- ,. \ \ ,.. ' ..�.... ..: :'r-':... :\ . - .. ,PC:11+25.13 . - NE` MH #407 M , .. I' .......... . .... , . , s � ! \.':. ' t ...... '......'. 1 . MH # i ) :... '. .\.. , I _ .: c ' i - EL.2733.83:.; ..,.: „. ....... ...'. .... - - - - - DEVELOPED ... � r , .� -�... . 14 14 . TC 31.16 32.5 :-V.. 1:.` _:. t .k..-_��:•.--- .`_1\ ......,:. I - - - t .100 YEAR : '. , •' r•� .:�--� E _ ..,`.......... . - . I 32.60 :' . - ': ... _ ... ..... ... .� :� `_ ..: d. '.':, .. FLOODPLAIN :' . .. ..'.'.'.'.'.' ; ........ - .. { , 5 } 1`I .:' .., ... � .. . .... . .......E,'.'.'....'.� . I \ I/� Tom_ ;. •'1. . ' .... t .. ti ,, :: 1$ .:.., . ...:1'.:. a. 404 JD WASH \ - Jr ....... . A .. ..... 2 I 0. sr .... : 4 :'':.. 20 E S T �. ... ...\..-..' " ('. i \' f z ,.. ... .. .. .,. 103 ` .. ... ... ..... � ' .. -... .. .I. \ �.,. i�. .. ... .. .. i ( ' -. ;.....t:..:1:'.......:a:... r:' .. ....... ..... .. I .... FFE=33.92 a �' .\ . . - - .,. .. . ......... - .. 4 . ......�,. 5 ...:...... r ( EROSION HAZARD , •• ��� ' \... I FPE=33.25 t..Q.:.' SETBACK LINE '.-...-.-`,.'.0.'- _.'... � °� I . ........... :::: SILVER C NYON CE...... ..................11 :::::.,. �._. �.. �..... ; . 404 JD - \ :':-:-.•....-.i.' PRIVATE.. I A.- ,.:: } . WATERSHED :':::'.' WASH �, . •.,,�,.,.......... �. :� ... 19 :.:10.Ob;.'.'.' I L - - - - - - J }...., BOUNDARY _... - ..:..\ :.I.::... - 33.2 , V. ? �I ..... ... I . � ....t ..-.-.'.-.I:.. 2 .-:,, .. .. - TC 31.91 " r • �;•.•.- -\ .•l . �• �.m...... .. - BEAK EL: -- .... �... � .... .... - ........I....... � : 1112,21 -r . r, �- .\. e _.. _ . . . ,--- _ , `� . , .'.:. 15..E ' g "TYPE 3- - - --::1:...':':{: :. ...: `... .... �' ' .'.'. 't - - a• EROSION HAZA 18 I , .}4. ...:.`....{.....{.'.. :......: ..... �;. SETBACK LI - �rCY)-` - - _ - �i: TYPE 1 ,:.. r- . 10 I ' . 'r ' ... }.... : .*�, ��.. (� V - - -_ �.. ( ., f }i. '1 . `z- - .,- . - `.... a. .. . - ........ A �`- _(�,. 1 1 i•- - - � N I O- € 102 - '`' : �. �: �. ....'.., -.'.'.''-.'..........:..'..'.': `� . / � �. I t } M I, ,.... t I 7800 SF i ../. -/.. , `� : ��`:: �....'. ... .'.. '�, .. .. \e 19 ; I t v , �::: I �..., < ' : ;` fir' '- .. I..�.. .. .. ..:.:: , ... `, f- i :�r�:' - FFE=34.63 ? I r: ...:' ..' ':' .' :� . : ...�.' 5 ..:=:' . 1. .. . ..... .... i # �:... Z FPE 33.96 �...:: .. E\' �11 " r .. - m �:': ; . I - __ - I .. . '�. •yam '.�'. - ;....�...... .. , 1.TC 32.62 33. f . _ . ,..'N :- . , . , . . ....... - :........_._ ... � I J3 1 I ' i �- _- , '� l . - . - .st . . . . . - . . . . . - . . . { t i -- I 32.48 30 b .1� �`z ,o ` : . � ' 'i :�' .'... ... \.. - .. , z' 1 I s.a. .I . .. �, t .' W 7012 SF �, 6577 SF ! i �I �',•, ,+. d...... "\.....'-k'... . .. . ..... . ......:'.. - .':'. . i. I.' 2 : '� - -,�.:� a,,, .:1 -, �. ....� .-.-.'.- .. s.r .'.- t -'. I ) i...°r�':. .. -M-. 101 Ti.I I } ':` : s.' .':r': .. .'. ...' . .. '..' ' .V. ' ' '. �.'.. " - .:. i ra:...:' ':'..-.'.•.': 6600 SF 1 I ' 1.', ,.`:' .. t ,...... . �..`b �... - . �..'.'.'.'.'.'.. ... i M0111111? ( FFE-36.90 I 15 : ► .... 5 I \-,-.\'. '� ..i. `�. <.. .. i �, ........ - .'...... . ..... .' '..'. '..:...:::::. - . /.:. ... .......'. FFE=34.40 I t ...:�:...\... ; . §.'.,. .�...... ..'. ......... �.... . - ...'N -.-......:...-.-.'.-: •- :-: ��.: \ , . J FFE=35.99 i (:;:.'.r. �.. �.. �..-.'.'....'.'. f FPE=36.23 I o o _ 32..76 I I . REGULATED 25%.-'.'.'-'.'.'.'.'.'.........:Fs- .'. i _ J 2.0 % 2.0 /o FPE-33.73 I 1 :. �...::':: ..':.;...'.'.. .� ..�..'.�'..'. .... i - .. - .. - , , - .... -r.... - ...'.'.'.'.'........ , .. . . _ A ( I FPE=35.32 I I .... .. " I ,, ,1 , ,,... ., :. . , .. - t . - ..� .... - .... - .. ,\ . . r. /� �� �� ; 1 ,•, ... ... II C I 1 I '.1. -,.'-, a .°..'.�.......�_. SLOPE AREAS r:.,- .....; ``.;. - :...�;.... .........:........ ....l'._.:._......., f....-......'.�..:.. '... ..... - _. - . V I I -t I , e..\'. '� �.. .. .1.\ . �,. I - PT:17 47.00 ,:....- - - - - - - �1 ,.'. ' i : - . ' .. ..... � '. V. - ......... rn TC 32.6 33.48 _ 32.48 . , t J , 3: - - ' ' ' -:� �..\ .. '.' .'.`- . . -� ...'. ..... ... � . .. .:.....:. '.. ... ... c � . Q N � 1M EL:2732.33 .. �'. , . . , , . .. *� .. ,.. '. - . - - .... - .,} .. . .. - . . ! i I SEE SHEET 15 �MATCHLINE� °� `'�� �.� �-SEE SHEET 16 : � } 1 I `: I �w r i 1 *s \ s t, I. 1 . -- 100 1 t ` ° ro I I I r � �', -' � � \ � \ I _ _.. - _. - _ _ - _ -µ , I 7408 SF-N�K\ \ � ' ; r-. 1 _ ' I l �. �. �, EROSION IARa 11 i, I} I I .� r �'� rTBAK t I 1 1 I I ,-- 0, \ I FFE=3&87 � t 1 I I ! 1 �,. 1 0 �� a,.,.■ ...I■.■ """� - - - 3 - _ _ I , I I 3 x 6 _j FPE=33.20 1I I I I i I I 1 I i I , i I ) \ ,� \ � �0 , \ ,� `,, �, no. MATCHLINE ', I I 1 :_1 . I I eC11 , ._---- 31.95. � I / I � i j I � � � # 1 i � e 1 , 6RI C 900 �,� c� , t g I k, � I 11 i I I l I i i 1 I � r \`\1 ��� RED 0 30160 ` A i s . I I rt t. �� . AREA � . -• 6r%memnl . Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, The G WL B Landscape Architecture Urban Design Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, Nevada. A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN it 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) GI OUp Ina Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM GRADING SHEETS FIIe:Q:\182053W-006 - Villages at Silverhawke107 IPs104 Paving Grading Phase 2TH2 4006-13-17-Grading Sht.dwg Plot Date:7/19/2018 5:11 PM By:kburruei TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA sheet Title No. Date Revisions Item EASEMENT KEYNOTES � PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. � BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES 1❑ CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 24 WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. a CONNECTION TO EXISTING MANHOLE BASE STD: DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. 5 SEWER/WATER CROSSING PER STD. DTL. RWRD 108. © CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. ❑7 BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES O INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. CONSTRUCT 2'WEDGE CURB H=6" PER P.A.G. STD. DTL. 209. (�) O CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). (�) CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. (�) STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. (�) STD. DTL. NO. 211. (�) NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO.203. (8) SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. CONSTRU CT CURB RAMPS PER P.A.G. STD. DTL. N0.207. SEE (�) PLAN FOR TYPE OF RAMPS. (10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 0 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. (16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. (17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. (18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. (i9 INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS 25 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 2$ 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 Contact Aftone all at 9sast two fay wwrkbg days before you beaus excavation A 0 Qa C800 ell oP 000ok �1P6zonsel9.Com Scale 1 "=30' Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/MUKB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18W100006, G1701487, OV115-003, , OV914-002 OV1602831 o OV1700647 G17030691OV1600017 v� 54544 'o Sheet ROBERT W SCHLICHER re+ M/ I / I goad �P of am T_ �L' u EXPIRES 6130/2019 I a .` ,� , l \ ` , "I l \� . 1 t I I I lii STRUCTURE ,� \\ .\ \\� \� ��, \ -. `_� /f FPE=37.11 I I I I I t. Ci3MMON AREA'°B,� `\ \ \ '�` I 1 A FFE=36.90 I 1 :��` _ \ \ \ \\ \ .L � I FPE=36.23 FFE=35.99 I o ,,\ �, I - -- NATURAL OPEN SPACE \ \ \ \ '6" 4 _• I $, I I � I , 2.010 2.0 /a \ \`� \\ \1 RESOURCE IANAGEMENT t`.°�\\° i ",--` -� A I FPEj .32 I "' rti` �-� I I I A 1 - �\\� � -,1\ \ , AREA 2 \\ \\\, \ t \�. _""' �` " I-_--V_�. _ ____ I I E . . ._ \ . -- c. � I w--•--�- •---�- PT:17+47.00 � } i 1, I 1 - i \ 1 \ I \ \ WATERSHED �, 1 A. `w / ,. -- - . �, � EL:2732.33 NARY ` \ \\ � 1 \ \ \ / 1�' 1 J` BO UNDARY --' .�}y -- -..'` -.. _ > jlr� 2r I . 1..... . . t \ i \ / i- r f / l 1 S { S / '' .L/¢ ` ,� \w` .� " .I. � ltti " , j . 3 .� 1 \ \ / / i Ili I / /// - ,. " -,< t ` ._ _.�_____ _.: I 1. .:..: 11. __----. _ I \ \ \ \ _._- I J l I 1 1 // /" ,, \ \ _ r _ : , !:'::: { SEE SHEET 13 I. - 11-11 \' `` \\�\\�\�\\\ I/ 11IIII /1lr.r�� _ \., \\\\ .,��� _ I HLiNE-� `\\\ - �. \ \ } \ �. �-' ..\ �\ \ \ \ i / I I , IM A T C �`,�\�' 29 �� _.. _ __ TC 32.91 ' . :/. . 33.0 ____ 33.64- I \ \ /--`w�I■� �? 1 � '.." ."�'��... .....:...:...i.' I ..• I. . £ • . :i:y..'.'.'.). -.- .1........:...,,.,. � \,;. ... �.'.\\\.'`�'.� \... , :: .: 7 ,. .1 t . .... '.' . \ i . ,4:.:. ... :............... ...... ............. ....t..• ' ' . ,...-.'.' � --- - - ..............'........\ .... I. .I.. ,..'..I., , ......... ._....., - - .\ ..... \ ...' \..... �, .. \.\ .. �'..... I :,:.:' : ...'I'..../.*,V,.L...:..:... ...........�.Lfi. �.....\....... f t.... �. ...1.. 1i.)....t....\....\... ...�,� .. ..\. - .\.\... 68 I I ....,........ .. .. ... ....... N....... \ . \.... \. .............' .'..... /'.'.'.. ` I.. 1 �....\. .\�. \.! . ,. .I.....,L...../......I . , ...... f.:.. ,I:• • . • . • • • • • •:•`. . ..... . ......... ':._-\,-: �ti.'i'.;. .. .................. , ........: ... .\ !�.......\ .. V. . 7052 SF I I �.....,../.......f ....:....... .. \.... ... .... \ .....'.--- -� ..'.'.'.'..'..' ... ..i, , , .I ...1.�•l - \ . \ �.... '... \...A .... ...� .: 33.37 FFE=34.56 F...-......... . ... ......./................. .:.......I . . �.. ................. ...... .. ........ 1 I.l ......... K. ,.; . \...\ .. \. FPE-33.89 i ..................f..........1 ......;,.. .. �.................. � .. ..... ...'I- .. .........N: il:. 1. . $ .... 11 .. ....... 1.....:.....r'... .,,,� ..... '1 ..............\... .......... .. ................\............ , ....../.... J.../- \,N .'.-.-.-.-......., .. -, •- .\....�. \ ............ .,. 4 . i ....1 .. . t l _ 1 ..'... _-,'.... "`--. v ...... .. .. a .. ... 1.. \..\.. °. . I . .......... - :I. t ........ �� ..... .......... - . ... �;...\; . ......, .......'/..•:1...'1."- ...... 1, '::........... I ..1.;.': .t.. 33 C 32.22 , . 14' .. Z'............... ; .. .':'. �;. � ................. I ................ ... .;;:.:.'. , .. ....� I .. f ..:I. , . , , � _- T 14 .� .\.-.'-V-'.................'�'........'..'..'... .... . - ..................................';`..:'.'a '..... J . \...r-\....... .. \ . \ ..' .. .............. .I. '..'. .' ........ ... \ .\.. \ ...V .. \.. . ....... .................... ' ..../ .... 1... � �,.:. �. �� ... .. `.\.a.... `........ :I:'I:Iv.-.- .I. 29 � 1 33.04 ---' � '�. w....._ .. \ \ I ..... I _ 5 Z .. z ... _ _ .........'... �. ....'. ' . ...'1.'.'.' 1 ... ....._..�.... t'... .'�;'..'.:.--':�,�... ......... D.. '. \'.'.\.'.\'...... •v.. .... . 1. '",.-- f �' .i'f ':',;a ..:: : _:,` :..... : _� -:.TM=; - ..�' '. 1.'. f �`` _ . .'..�. ... ............... I.' • I. '.1 - - _ . , .. .... .... �.'.. ':. e .. .... b ..... , ... ': :\:: ':':\..\ .... •,. ..I .'t'.. I :':' .' ::' :I: 7052 SF - � .- .w - ,,..,.- �- _... �' .,,,...^.'.• n• . . .. ``4,. ,.,., . . . :�. . . . . . .�'^.. . . . . ."�+. r. ..... . . . . '... •. •... . .\. 1 : .\.1a..l. .•., \ .L. I' E - .. .. .. . . W __- _.- ,.-.- :.:: -� --: .�... ..,, , ... i ......: .. i.. k .1.'a'.. 1 ' -:I:':-:' :-j` ' FFE=33.87 ' I -- -:: _.: - ..... ,. I.' '..'.I,.. ,I 1 .. . -,_ -- _, _ -- _ -- -~- _: �` - PHA aE LANE : . ::'.:.:........ .�;. .\........'.'.'.'.'.'.':'.'.. .' . '' '' : ,,�.'.'....'. . . - - _ - �- 7 ..,�.. ........ .... ::': ::':':': ':':::':: : ..:...:-:•.:I..!....1..1.' 32.68 FPE=33.20 II I �__ ___ �........:..-.� .. �'...'..'.'; ....'....'':' t :� ... \ -, �.... ' 't .: ......' '.......'.' �... . �: :'..'i. .'.'...'.......'.. , s TG 3 ...:...... . I.... \k*%,.....�,�... t /... �... , ..... ...:.:,.... �...A�j�:..--- Og ,. : . ' ....... ...: ... 1'..... ..-..•......... \ ....-.'�..'.'.'. 1'.: t'.1:'t . 29 5 32 \1 . . \ ; . k', .\...... ':..L' -.-.• :..' ':' �116�1..,, \.... -� .. ...'.-........ , t:'.1:' •�."..' .. . ,............ ... ;.'.......' -.:•:-:':'..,,,:.•.'..:�... "•.'..'...• '. . e . ' . t' .t' 14a NEW MH #f06 F�2 _. ;eu ,.' r`. 'P .. l... �.. � ......... ..... . I \ ......:.....\'.N A.'A -. . \ ............. .........................- . -: - � ; FFE=33.00 ` I\ 1 NATURAL OPEN SPACE ` t \ "..�..... .. 1 \\ 2 11 / .� .::...., :..f:..�..:f: ,.' : .,.''-- \ .`r.�: �.:-� RESOURCE MANAGEMENT €...L :. , 1 FPE=32.33 \\ ::'. � `� . t t 1 ..... AREA 2 ` • 31.81\ B1�6 1 �� . �t � .+„ ���. . •S .i. A.. .'.'.3 . . . . . . .'. . ' t V• ✓^�-. t 4� ••.1..-. . \\ dt ...-� \. \: . '...... ....'.'. :......................'... C ..1-.. ,.rf .4 . . / 0� \ � \ " .i \ �� . it \ O• j FFE=42.51 •' �... �,.. ..... ,.d �3 .. \ FPE=41.84 / / ... . ...�..•,,;ti ."1...\. ,..............�; ........ . .............� .. A� i-� \ .:r tf " / ......'. , ; .\ � ....1.'\'_ ............./ 3� +•t 71 \\ t C 1 ' \.'. ' .�:. . . L..� .. -N.,4 ............. f. 2g �- 1 f {:% . �. .. • . `� '_, ".� `� .�, ..1..:'.... .. 91 g� 7052 SF � \ ... . 29N° \ \ f 11 FFE=42.2 `� . \...�, .'.�:...' �. '� .'.`..• :. ,� ..•:'...• ....'.•...•.'.•.' _: � FFE_31.46 =,A,= ,/ \\ \ ` ...;� ....�. N. - V .'-1' I . '.\. ' (.'..�..... �. ... FPE�� 30.79 / 2� .I6 . --- -_._ �':�-..'.', -.-.\' ...%. - '.. A-..,\...e ..'.'...'.-.'.-.-.-.'_..'.'.� .'`�f ..- .. . I B / r 1 G .- /` \ \`� ..`...�..\:\...' .: ''.'......................' I'...`. �� may,_ \ �. 1• •` . -/ .) 30.27\ \ " 4_ ' \ \ � \ f........ .t. \. 1..'�':'.I:.. r �'`, \ \ . ---I.'.'I . t .j .1.. I .... I ........ .:'...1. ;,, :� / r 72 \ \' `. \ . f ..' I.I.I 'f : -. :.f ......'.•.-.. ;��, -.: 29 2g9 . -/ \ \ \� r \ �I'. A. .111 k.I ..............I... �..... , -gg \ FFE=29.41 /' ,, ` �'._\. \. ..�..... ..29 FPE=28.74 .......'o......................'..........: '1. 1'•1\ FFE=40.30 f' '. 1.\ \.\:.-.. ..... �.:�,. __ ..... .-.�....... \..... l� lI 26 / s . �\ / ,,/ .\:\`� . y ...... ,....... \ ... \.... B / " ')." ...'...., :,:.:: \ ,l FPE= 40.13 / ��:. \ ................. ; . ... z� 24> i 4:1i .'. '.. ,':.'. \ "A" / �, . 1. GRADING LIMITS ... \ \ r �• 1� 11` 28.18\ - r ::.. .. , f .' .... '.,.:.%,.V f• \ // i - ' ' :.' \. \ VX \ ' \• N..............' ... - - - .. ' ' .\t W I r 6 '... ... Po V. .:.. \\ � .. '.'. RESOURCE \'.. ,. :. 73 .... �. 1�1. ,..... \ MANAGEMENT 1..'.'....':•'.\ 3:1 �/- 6590 SF I'.'.'1..'.'. ' ��' . \\ ;/ r \ \ .� AREA 2 LIMITS/ ........... i.` �g .'::....'..'.'... i ..'. :I'. ::' \ \ �'- .I.'.`.V V. \ 2� 6 f.. S. .�'' /.-� .. \ DEVELOPMENT 1 29 5 20 FFE=27.33 .......... .. ' j'.'.'.-..•.�.•,'.-.:'.'... \ '..'' I...�;. .':'- - -' \ `L FPE-26.66 1.I 1. - �' j. ENVELOPE \............\ . ...111311 __::.....f:- .. .. ..... Q \ . :... .> :::.. i �� ...... . . � ....... :f FPE=38.87 I I . . $I . �. ,� ... \ j Irf ......fir... , 1.' - - WATERSHED :........... \ rk •"^k . , .` +' \, .... \ , ! 44 4F .y ""+v ..W j . . . \ .. . . / \ / ° -- -- I ,',' f h '- -.-•-.-'- \ \\ ` A ! f \ \`\ l \ :. .'.. _. BOUNDARY '... / \\ ,. > ...q, : ,.. 4V,.....•..._... \\ �, , --'' , �, \ \, \ .. . /..............- r ......'.'..-:-`,; .. - ' f t --.-- - \ \ / • ..}..- I . f . I ..-..�.'.'.'. :':-:-:.':'. \ \ -, - �---. \ \ \ \ \ .. - .;�..'.:,; ...-71.. . -, -* ... 2p`' FF r., � - .. - "'. -: - -'.' �-: - Jf :... t ` \ 1 i`. ':- 1 \k.'.�: -:..:.I::-f:. "' .-VI . _ ..N.... \ ...........,.� . \ fit .� F=40, I - \- FFE=38.22 ° � .... )... �.. ' ..... � \ ..\... \ \. 2 .- --_ \ :.l 1 FPE=37.55 {{ - ... \ . \ . ' , . - . \.... \ \ . \'.'.. ...:...::: 29 . 256 \ I. "A== 1 1 :':':'.:.,....;., i A, ...L...;_............ - \• I I .. \. SF . (...l : :.. 4 29 1 i ..' ..... \.. 1 . ..\. , .... , . '.'.. �.'" '! �: 1 22.84 , ...;...:. ! , - - I 1 I -- - "` --- : ; .' - . .... - I.'.1..... . 1 ' ........:.:.:.:.:.: ; ....... 3: - --- ---- i1 ::. 4 ; :.. �. . ..'.t.. • . I'.....: .. I: ``- :......': `5 Ir'. ; 1� I �,........... \•...V.., *.,_ . .�...1. �. .. .... .......... \ \ ;. 1 ...... 61 '�:'.\. '� \'. \'..' \ .. I I '.'...' ■�I• FE�l11110PP, ......I �• ...� .� t t. ...� �\\'\'. .�\\�, .i'. 0,, I ..: 29 • ■4 29 FPE=38.4 I ':.- I T \ \ FIX I ° \\\\MATCHLINE °� ! 1 I A . : I .'.'.�.'..-.'.'.:': \� FFE=37.41 I 1 I f �. ° `` t \ \ °\ 1 _ _� 1 f I� I I 1 1 f \\ I 4 I ..... , .../...-..- :,: � I FPE=36.74 I I / / i d,, f ? \ \ r�� \ \ � j 1 _ - _ _ _ _ --,, � .....!�-'':• :I \ "A" I � // // -r//" / J \�q\ \ 1 1 I t i l�1 ___ t I f 4 I ( I r / ��i `` / �/ 1 I 1 I I f 1 f f I.,'•./.•.-...,.'.'.•.'. I\ I 1 r I, { 1 f I I f I f\ . 1 1 f:::: .::: \ _ _ {I �- tf f� r� - / { I I f 1 ff f i \ / 11 If �. i-...'........ I __ __ ____ _ _ _ ____ ' 1 �, ° -, e \ \ \\ \" / / / / / f f ) 2E FFE=3i I 1 I' 1 _ I 1 " \ \ \ \ \ \ \ \ t f i I \1 I 1 / \ \ \ \ \ \ \ \ C \( t \ 2 FPE=37.5if I/ I I •...,.•...,....... _• ,. 1 I j tl � t a "All I \ � \ \ \ \ \, \. 0' 30" 60' 90' , ..:::::.'=: I I I I it i \ \� � \ \ \. \� \ � : �` ���`�� �\ � I\`I- .t} °, ° " IV EASEMENT KEYNOTES � PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. � BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES 10 CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 F2 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. ❑3 CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. 51 SEWER/WATER CROSSING PER STD, DTL. RWRD 108. 6 CONSTRUCT HCS WITH CLEANOUT PER STD. DT L. RWRD 401 AND STD. DTL. RWRD 404. 7❑ BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES CD INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). (�)CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. O CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. O NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. 7D NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. (10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. (12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. (13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 (15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. 16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. (i7 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. (18 SIGHT VISIBILITY TRIANGLE,. SEE DETAIL 6, SHEET 2. �19 INSTALL 30" X 30" R1A "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. 22 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENTNVALL/SIGN PER LANDSCAPE PLANS 25 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 Contact kozcas all at Boost two trio rsWWO9 days before you bows oxcaratlon Qa ®o a0 crmoo all ov coock Awozonse91ec®mm PROJECT NO: G180OXXX RELATED CASE #s P18W100006, G1701487, OV116-003, , OV914-002 OV1602831, OV1700647 7030691OV1600017 The Engineering Planning Surveying Landscape Architecture Urban Design VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN GRADING PLAN N� Date Item Scale ���=30� -AT,,- -1 . 15 -1 ��\ F '- 54544 o c- Sheet Q G �B offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Job No. 182053-J-013 y ROBERT W C. W Flagstaff, Arizona, and Las Vegas, Nevada. "B" d & SCHLICHER `- Group -e 44 4 East a roadway Tucson, Arizona (520) 881-7480 LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND (OPEN SPACE) Date JULY 2018 $ fe�soea�,'/ inc A PORTION OF THE NORTHWEST QUARTER OF SECTION 6 T12S R14E G&SRM Q , , , G GRADING SHEETS Designed By/Drawn By JF/MLIKB 9 �Q� g?'' of 21 File:Q:1182053W-006 -Villages at Silverhawke107 IPsW4 Paving Grading Phase 2\PH2_J006_13-17-Grading Sht.dwg Plot Date:7/19/2018 4:34 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions Checked By R1WS 2ONA V' EXPIRES 6/30/2019 1k, SYSTEM (TYR) 102 34.63 All -- ---� ---_ ;��=MATCHLINE �� i SEE SHEET 14 `, 1, a 30 I �.. .......: : ..''.':'0:::..'.'.'.......... �.........::':::.' ' ........ I �Q0 SF I I. s .........' ... \ l.. \ ..�... -=34.40 \ \. �. .\ . ,.. .. .. .... ...:' :'..'.'. . '.' (32.7 I 3 tt \REGULATED 25% \.. \....\ ..... .=33.73 ,.....\ .:\.. �:.� .\...'..:'.. / .::... �1• . w I! i4 I ; .-,.'.' ..�.. SLOPE AREAS . .. \ ... `.:.:�.'. .'.'s�:..`:... \ ......... I ......0 YEAR \ A. 32,4 • ! , ', .' 3:1 ..:.�; .'.�,.. .� , ..'�. '.... ...:. `�.. ...�..'.: \. .. .... ....�.....: '.;.. r� ...... ............. ........':':' :':':'. i :':' 31.95 30 ' . - ..''. .. . 5r° ,^ 4a �. ,4..: ... :', '`� '.''.'.�.'..� ..'.'.'.'.... \ ...\... .. ..... �.... ...... �'. !.. 41080 t. ���. "�. t..�.... /0aF i l t , ... l . y� .... r . �,... w..... EROSION HAZARD ## gg ):"I-n? .� '.'',., SETBACK �... �..... i . '.'.'.'. c FE=33.87 3 .1... 4'.. '..:..3....,. ' .) . ! �.. .;.. ,� ... \ .. .. ,� t?%... .. �.. ....� .','..'.. ....'...'. ',.'.' ... :.. .. I'...f. PE=33.20 '. I . .....' '..'.. .'..... .. { .... I.' 31.95 I ',.. { .... j. .I..j. I . {...). . �.. w :'� ;.: .:.... . I,. CRI CAL ti . ,.` ....... 1.0 . i .. :, : .. AREA MITS STORM DRAIN STRUCTURE TABLE STRUCTURE STRUCTURE DESCRIPTION NAME DATA RIM = 2719.080 DROP INLET STRUCTURE CB-A5D SUMP = 2715.290 P-A5D-1 INV OUT = 2715.29 SEE DET. 1 SHEET 21 RIM = 2716.104 HW-A5D SUMP = ??? Concrete Rectangular Headwall - P-A5D INV IN 2714.100 RIM = 2723.784 SDMH #A5D SSUMP SUMP - 2714.910 Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Mat CONC 1 INV - 2714.910 P-A5D INV OUT = 2714.910 STORM DRAINPIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P-A5D 18 inch Corrugated Metal Pipe -18" 161.65' 0.50% SRP P-A5E 18 inch Corrugated Metal Pipe -18" 206.90' 3.87% CMP P-A5D-1 18 inch Corrugated Metal Pipe -18" 14.41' 0.51 % RCP EASEMENT KEYNOTES PUBLIC UTILITY EASEMENT PER FINAL PLAT BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. �3 BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES 1� CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PER STD. DTL RWRD 211 0 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. [3 CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301 ® HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. ❑5 SEWER/WATER CROSSING PER STD. DTL. RWRD 108. © CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. ❑7 BLOCKOUT PER STD. DTL. RWRD 203 ZU 99i.T.;.�w.".' :.'..' !\'. �. �'.' ) f 111 7721 SF ��, •? � • .��•:� �°:-, .....'1.'� , �:./. I:.I- ���: �� � I f � �,- �.., � � � - K .♦. �.. � � .� �•-.-.,..':. j::'.�.::'�. � � �' I � `�-•l `- •. � �. � l i .� ! f � FFE=32.99 :i 1 '..' ... I ...I. .:# : •.}. .,` 3 �s 1 l \ o -� - �. .....: \\ 1 / j ljl I / �• 1 FPE=32.32 - _ „C44 31.00 -..'l ..;.' :I: ' .':' .� / / �, l / / 1 /''.�: `� \ 1 f CONSTRUCTION KEYNOTES 29 -,.. --' 30.6 t .:I��:I:. '��••��:I.� ` � � f \ `�.wo,`V ~ �- `` '.,�..... :•�.. -�\ :� �. :,�. .�,. �:� \ , % t o ! f INSTALL SURVEY MONUMENT PER P;A.G. STD. DTL. 103. ...i ../''.,''i 1 .� . t / f c�, �, i.: ' : ' ''.,':�. ...�.. .� ... •..� .. f / I \ O CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. A -- 404 JD WASH I f I' ' '� \ � CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 98 30.7 i '.i.. _( i.. : I . r.' 90 / f / /.....:.i.:.: ... \.. 717 SF ; € 1 / :.'. f:. �,.�. / ...........':... y O (TYPE 2). t ......:.1,` / 9546 SF i \ ry t /, / 1.. i r ,� ,,� ., ,,� f 209. 26 ; 29 _ .. FFE=31.24 CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO FFE=32.09 f.. . �.. ...fir..... ,...:. .. ,�.. ; ti \• ``�.:.. .� `, O x FPE=30.57 / 89 t / .d.. S �O ~` .y f WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. FPE=31lip,.42�� {, „ „ :....' /.� ... _ l \ •,; ,. `. N�/.� � , � � q � l / 8020 SF / �, t .... '.;�:' � � .'.. ��l' 14 �W . �� ..... �, � � -•-��' �\ � ' �`' •; � � a� FFE=31.24 ; 1 -� ' -�` O5 CONSTRUCT CONCRETE SIDEWALK PER P.A.G. STD. DTL. 200. FPE=30.57 /, :' .:. HW-A5D ...' S '` ` STANDARD 5' WIDE SIDEWALK UNLESS OTHERWISE NOTED. 3 f. ` O6 NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. \i NEWMH04 P2; s�.....'.. � .� .'/ .:� .�.: -.,:, ��...... � � 30 �'-..�.'�. , � � � t I I � i � ,�� .� � � STD. DTL. N0.211. \ _. _ �- / / SF 7 NEW E SIDEWALK TO EXISTING l S 4 \ \ .� I I / O CONCRETE S SING CONNECTION PER �- P.A.G. STD. DTL. NO.203. --- / FFE=29.61 , �...� ..� �, .,� ��,. t \ ....-... I d ; 874 SF 6 1 3:1 .5$ w -- - \/ i r \ \ ,: WSEL=2711. r' o `'. Cb / FPE= 28.94 / . /::.' ,.. \ \ : .' '.'. '.' '. s FFE=29.70 20 2 �, 4 _ - 0 h A 1 �..... h� / �;. �:: - �- : ., 80 SAWCUT 2 OF EXISTING PAVEMENT, TACK, AND JOIN TO ... i� �, _ FPE=29.03 26 ,,,r � ��., �-- � -- �,,.. � ry , �, ,� �' � Q ,�- 0 . iy>• �, I ,� � � EXISTING. . 11 stAr3 � � � '•'.,_ � fr j�P f � /� � � °�,,,,. / ' iJ� \\ � � � .. �. .�.. � i � t CONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO.207. SEE \ PC:15+11.22 1 EL.2726.28 ,f� \ \ ......... s . • / r ' 1 i , / \ ��:.. .� I PLAN FOR TYPE OF RAMPS f / �, >~ 10 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 3 26 ci .r li ICAL ) L 25.53 s I : _ :......:. P1:15 . 8 ``� .o"' / �R 87 �L`�' ........ RESOURCE' -` I GRATES PER P.A.G. STD. DTL. 309. 1, b, l .o r :� :� . EL:2727.39` �°� \ ,,� '� ,EA LIMITS I r t1 'V 15 8860 SF �°� ) 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6 C Z�d6600 SF�l s 26:8` .":: - . - •:-:•:•:-:. ::::: SDMH #A5D FFE=24.87 �. \\\ 16 : f WINGWALL BOTH SIDES (12' TOTAL) PER P.A.G. STD. DTL. 307. FFE=27.25 € .'.'... „�.. .... - ..�.. ��, , } € ......•........ ... ...... .. ......... ,�1 --� FPE-24.20 / ,,.. \\\ \ .... . � .�.'.. \ t \ FPE 26.58 -�' .. ....... . ' : 1,.. . --, - . ...::.'................:. ��• !!C4! ,- \\ .. ? RECtLLA. ;EIS 2% 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE l A •'; G -, \ \\ \ SL P AREAS , / & CONCRETE APRON PER P.A.G. STD. DTL. 309. \ BASIN A7D � 24',24 . -, PT:15+41.57 . , -O'1. ` �, o �� /r \... � :. 1 '.:............ �:` ::::..:::::.. .d �, '� - ` h °�� �%" } ` i ... \.'::'.'::'.'.:.. \ I l 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. \\ / TOTAL VOL.= 9,156 cu. ft. 0 4 :r ...EL:2725.20'. - ., / J O \ % ! PONDING VOL.= 7219 cu. ft. \ , .': Y r� " �O' '' € ................. j ........-'�, �g0l NEW MH 3 IP2 1�0.4 .... �. I ) 1 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-11.11 TOP ELEV: 2718.0 , ............. .' .. O `L I I t 11 : '... l 1 BOTTOM ELEV: 2716.0' TC 25.4$ '' '" • •_. • % IliI / 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. BASIN DEPTH= 2' =a C ...... r.'.. ........ 86 PONDING DEPTH=1.63' '� ` _ 1 r- I l I 2:1 i. 1 / 16 SLOPE STABILIZATION, SEE DETAIL 9, SHEET 19. e -- �' 2 10426 SF I , I i �. Q100(IN)=12.3 d s 5 _ ; 1 . }`. ..:. ...EROSION HAZARD \ Q1oo(OUT)= 5.4 cfs r,-'' - . �, r �. ............. \ FFE-21.$1 ` 4. SETBAC 100YR WSEL= 2717.63 - -- , �, - 4_ p .�► ..... q FPE 21.14 t I \ �-A5D :� 1.8.89.'.... ; ..:: I� 26 `I 1 EXISTING ; \ 94 I ; I .�.. i 100 YEAR Al\, ,' .i %"` j , ` TC 18.38 1 g i,F ) 6600 SF 30 NV.=2 13 ::'.':'.':':'..' - - .. ,( FLOODPLAIN 4 IA �C FFE=23.97 26 17 .:. .... _7. 1, \ FPE=23.30 .. - -= ---_ I TC 17.37 TYP. ' ✓ �-- { 6 2 DEVELOPED \ � Q � \ `.9 ./ � °,,. ,�,°�, I� � ... �....... •,M,�-�.:�q-.- -� .: � / .. ... SYSTEM( 1807 100 YEAR . t r \ 30 16.04 r 3 '` ` j /r l ` l i I 1..; :. FLOODPLAIN 6864 SF TYP. \ ' 30 P :: 10 85 T FFE=21.67 38 FFE=19.65 / l :..;j:..:.....: FPE=2 1.00- _ �, �� �.�q '; I 8 FPE-C1�8.98 \I //f/ 11 :..�':.:. ....... f .....: �` / GRADING LIMITS \\� \ \ ;> °\ , ✓:-� 26 /'.:.-.'.'.... '..:.I' 49 f ... 404 JD WASH ( I / 20 T . _ r1 30 7 30 �'` \ � � � �:. 1 . '�C'i o ��• 10424 SF � / � i / / •;`� � � 2 ( WATERSHED �° , � .� ../ .. ....... C BOUNDARY / / - \ l,� 5 / 100-YEAR FLOODPLAIN \ \ \ FFE=19.69 / f 91 i ,. `` I ( 84 1 / s. ,_ S FPE=139°02 8312 SF �� 2t)6. 8 1' �� f 8992 SF 76 \ \ / , �` C%/ PRC:1+89.$1 �� ` 1 / 1 / FFE=16.67 00 SF \ \ l i 5' 1,� FFE=14.81 FPE=16.00 / f ;=22.52 1 \ ;. \ /I /°� FPE=14.14 1 �. ' -Z ,!C" f :=21,85 G � � � �`/j"All "Rif / w" . � „ lA / \ 0' 30" 60' 909 Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 The Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS"A" (PRIVATE STREETS) AND "B" (OPEN SPACE) G ro u p Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM File:Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_13-17-Grading Sht.dwg Plot Date:7/19/2018 4:59 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN GRADING SHEETS Sheet Title 1.l'.a Revisions 1 17 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. } 1.9 INSTALL 30" X 30" R1 1 "STOP SIGN" AND STREET NAME SIGN. i I 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. � SOURCE ADAGE \ A'RE:A 2 LIMI S/ 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. :. iEVELOPME T ENVI 22 ENTRANCE GATE, SEE LANDSCAPE PLANS LANSCAPE AMENITIES PER LANDSCAPE PLANS CS3\ ` 24 ENTRY MONUMENT/WALL/SIGN PER LANDSCAPE PLANS Et-=210 •93 1 25 - KEY CARD READER I I I I III I 2 RETAINING WALL BY OTHERS \y I I I I 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS I WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 � 4 ` ! g WEEPHOLE FOR TYPE "C" LOT GRADING, SEE DET. 7, SHT. 19 I I � Date Item Contact Gerona 8t11 at boat two fulli working Malts before you begin- excavation aGo9AMQ0 C*00 811 oQ c00ck Aftoa eS%com Scale 1 "=30' Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/KB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487V OV115-003, , OV914-002 OV1602831, OV1700647 G17030695OV1600017 Sheet Of M EXPIRES 6/30/2019 16 On, I LIMIT A E "S \, LIMIT DEVELOPED SYSTEM 100 YEAR I FLOO nPl AIKI REG' LA JFPE=24,92 I-*-- - ------ ------ V 85 1A 6864 SF V4 k 10, TYP "B" C 1�' _1 // / / FFE=21.67 Ala FFE=19.65 FPE=21.00- - At FPE= 18 98 LLj W_ GRADING LIMITS 03. 11cil CO \V� ...... • ....... IR 75 6603 SF C 13.8 f 3: FE=24.08, 404 JD ASH F 6 kFPE=2141 ...... 10 LU 20, 92 2 ..EXISTING .... WATERSHED V\w 22.84\ Ar 10424 SF BOUNDARY •1 00-YEAR FLOODPLAIIN ............. FFE=19.69 84 91 FPE=19.02 A 8312 SF 8992 SF Itcli C ;, 76 PRC:12+19 8t FFE=16.67 v 6610 SF __./" _.. - < - . - I ...... =14.81 EL:27 FFE 26 FPE=16.00 FFE=22.52 --14.14 licif FPE "A ......... FPE=21.85 2 IN, LL x111311 00, 44 NIN V. 4 .......... ............... w 21.27' 86 .. ...... . .... ...... .... ........ ... 26 20 ........ EL:2717 11 ..... .................. ... ..........................oa .... 77 -A ......... ....... ....... PC. 10+80.92 46 /# ... .... 7871 SF19 83 ... ....... IN EL:2710.93 41 6 FFE=20.51 C13 Tc :It* I DEVELOPED 8398 SF 100-YEAR FLOODPLAIN ... ... 20 FPE=19.84 T` 2• FFE=14.23 ...... ...... ....... FPE=1 3.56 GRI licif RFC 3 %14� \•CE ................ EROSION HAZARD ARE ITS V........... SETBACK 20 19.39\ .......... . ..... NEW MH #05 117 ..I---------- K, NEW MH #02 [P21 ..... ..... ........ ..... I . .... ........ 78 ......... . ......... ........ . .................... ............ 6 .... r 9214 SF ........ .... 82 20 FFE=18.46 ...... .......... W, lj�7. X 1\ 0 30 8996 SF FPE=17.79 1.641: FFE= ....... ........... ....... ..... ........... FPE=l 1.89 . ..... 6 focn .... .... ..... . .... ..... ... 26 U.Z ....... ...... .... ...... ................ ..... .. MANHOLE ... ... ....... ....... .. EX. SEWER.'.' 79 .......... 17. 'NEW MH #0 ........... #5310-B-15 ..... . .... 42 .058 SF FFE=16.07v, ............ it 80 FPE=15.40 19 WATERSHED ............ .... ....... 111311 Uwl E ........... 8364 SF 00 ... ... ....... C\il ftft *Am _ 00 BOUNDARY 20 26 FFE=13.80 am FPE=1 3.13 30 ....... 9L 81 ........ 9903 SF 16. ...... .4. 1 .... '-q -91- 0-13-15 5 1 1 1 1 ... , '. , . , . " * . , . , - . .*-qNA .................... FFE=1 1.21 ..... 0 -53 .... ... . .... ... .. ... .......... ............ ...... ..... ............ 15 11CH J) 0�/ I , I FPE=10.54 .02 IJ . ........... 29 ....... . ...... ...... RESOURCE 2 ENT 30 MANAGEM 9.3 .. 01 AREA 2 LIMITS DEVELOPMENT ...... 114' 14' T ENVELOPE ..... P 12.66 ..... ...... ICY ........... SDMH #A -G ........... ......... 5 q ...... TG 9.1 T,� ................ A ......... ..... P�= �4 ..... '13 ,92 75 6603 SF J ......... . ......... .... ....... .. ................. ........... .... ........... ............... f ............ ............ .......... A. .............. ...... . ........... .... ..... .... .......... ......... ............. ........ .............. \, ... ....... ........ ................. ... ... .............. 5 Ss3o 2`1 v42 2 FUTURE 24.011 2-57 LF 30" kCP CULVERTS RF=E22209 01 of 3 601 90 6?%=EPM1 STORM DRAIN STRUCTURE TABLE STRUCTURE STRUCTURE DESCRIPTION NAME DATA RIM = 2708.318 TYPE 4 CATCH BASIN WITH CB-A5G-1 SUMP = 2703.941 4 EF-1 GRATES P-A5G-1 INV OUT = 2703.94' RIM = 2709.878 SDMH #A5-G SUMP = 2703.518 STORMDRAIN MANHOLE P-A5G-1 INV IN = 2703.520 PER P.A.G STD. DTL. 302. P-A5G INV OUT= 2703,518 STORM DRAIN PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P-A5G-1 36 inch Corrugated Metal Pipe - 36" 84.22' 0.50% RCP P-A5G 36 inch Corrugated Metal Pipe - 36" I 133.68' 0.50% SRP EASEMENT KEYNOTES PUBLIC UTILITY EASEMENT PER FINAL PLAT fl BUILDING SETBACK LINE, SEE DET. 10. SHT. 19. BUFFERYARD "B" PER LANDSCAPE PLANS SEWER KEYNOTES [-I] CONSTRUCT 4' DIA. MANHOLE PER STD. DTL. RWRD 205 WITH CONCRETE COLLAR PERSTD. DTL RWRD 211 F2-] 24" WATERTIGHT FRAME AND COVER PER STD. DTL. RWRD 214. [-3] CONNECTION TO EXISTING MANHOLE BASE STD. DTL. RWRD 301. F4-] HCS CONNECTION TO MANHOLE PER STD. DTL. RWRD 402. F5_] SEWER/WATER CROSSING PER STD. DTL. RWRD 108. F61 CONSTRUCT HCS WITH CLEANOUT PER STD. DTL. RWRD 401 AND STD. DTL. RWRD 404. BLOCKOUT PER STD. DTL. RWRD 203 CONSTRUCTION KEYNOTES 10 INSTALL SURVEY MONUMENT PER P.A.G. STD. DTL. 103. CONSTRUCT 2' WEDGE CURB (H=6") PER P.A.G. STD. DTL. 209. O3 CONSTRUCT 6" REVEAL VERTICAL CURB PER P.A.G. STD. DTL. 209. (TYPE 2). O CONSTRUCT MODIFIED TRANSITION FROM VERTICAL CURB TO. WEDGE CURB PER P.A.G. STD. DTL. 210. LENGTH PER PLAN. 0 CONSTRUCT CONCRETE SIDEWALK PER.P.A.G. STD. DTL. 200. STANDARD 5'WIDE SIDEWALK UNLESS OTHERWISE NOTED. NEW CONCRETE CURB TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 211. O NEW CONCRETE SIDEWALK TO EXISTING CONNECTION PER P.A.G. STD. DTL. NO. 203. O8 SAWCUT 2' OF EXISTING PAVEMENT, TACK, AND JOIN TO EXISTING. OCONSTRUCT CURB RAMPS PER P.A.G. STD. DTL. NO. 207. SEE PLAN FOR TYPE OF RAMPS. 40 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 4 EF-1 GRATES PER P.A.G. STD. DTL. 309. 11 CONSTRUCT MODIFIED TYPE 1 CATCH BASIN WITH 2-6' WINGWALL BOTH SIDES (12'TOTAL) PER P.A.G. STD. DTL. 307. 12 CONSTRUCT MODIFIED TYPE 4 CATCH BASIN WITH 1 EF-1 GRATE & CONCRETE APRON PER P.A.G. STD. DTL. 309. 13 CONSTRUCT DROP INLET STRUCTURE SEE DETAIL 1, SHEET 21. 14 OUTLET HEADWALL PER ADOT STANDARD NO. B-1 1. 11 15 CONSTRUCT STORM DRAIN MANHOLE PER PAG STD. DTL. 302. 16 SLOPE STABILIZATION, SEE DETAIL9, SHEET 19. 17 0 ROCK RIP -RAP SPLASH PAD, SEE DETAIL 10, SHEET 19. 18 SIGHT VISIBILITY TRIANGLE, SEE DETAIL 6, SHEET 2. 19 INSTALL INSTALL 30" X 30" R1-1 "STOP SIGN" AND STREET NAME SIGN. 20 NEIGHBORHOOD PARK PARKING AREA, SEE DETAIL 7, SHEET 20. 21 DECORATIVE PAVERS PER LANDSCAPE PLANS. �9 ENTRANCE GATE, SEE LANDSCAPE PLANS 23 LANSCAPE AMENITIES PER LANDSCAPE PLANS 24 ENTRY MONUMENTMALL/SIGN PER LANDSCAPE PLANS �9 KEY CARD READER 26 RETAINING WALL BY OTHERS 27 SECURITY BARRIER AND GATE SEE DTL. 2 SHT. 21 28 4" DIA. PVC IRRIGATION SLEVE PER LANDSCAPE PLANS 29 WEEPHOLE FOR TYPE "B" LOT GRADING, SEE DET. 6, SHT. 19 30 WEEPHOLE FOR TYPE "Coo LOT GRADING, SEE DET. 7, SHT. 19 Contact Arizona 8% at least two too working days before you boom excavation 0 §INL INC. C800 811 ov colck Affozoflin:��j Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. Date Item Scale 111=30' The Landscape Architecture Urban Design WLBFlagstaff, Offices located in Tucson, Phoenix and Arizona, and Las Vegas, Nevada. A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN Job No. 182053-J-013 Groupinc. -1 .444.4 EastBroadwayLOTS Tucson, Arizona (520) 881-7480 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) - Date JULY 2018 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM GRADING SHEETS Designed By/Drawn By JFIML/KB File:Q:\l 82053\J-006 - Villages at siiverhawke\07 IPs\04 Paving Grading Phase 2\PH2-J006-13-17-Grading Sht.dwg Plot Date:7/119/2018 5:04 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G17014871 OVI 15-003o I OV914-002 OV1602831, OV1700647 G170069,OV1600017 -Sheet 17 RR C!l 6 R 'T I SCHLICHER ned of 21 ONA EXPIRES 6/30/2019 M HCS DESIGN AND AS -BUILT INFORMATION LOT # CLEANOUT LOCATION "DISTANCE TO DOWNSTREAM MH" AS -BUILT "STATE PLANE COORDINATES ARIZONA CENTRAL NAD 83 INTERNATIONAL FEET AT HCS CLEANOUT" "DISTANCE TO DOWNSTREAM MANHOLE" STATION OFFSET INVERT MH# DISTANCE NORTHING EASTING DISTANCE 59 14+27.15 -21.74' 2741.39' 12 0.0000 60 13+84.05 -26.00' 2740' 11 52.9733 61 13+40.32 -26.00' 2738.09' 10 143.2805 62 12+95.32 -26.00' 2736.08' 10 121.1797 63 12+51.33 -26.00' 2734.16' 10 71.2443 64 12+07.34 -26.00' 2732.54' 10 21.5698 65 11+62.71 -26.00' 2731.44' 7 159.7747 66 11+14.62 -26.00' 2730.58' 7 106.5909 67 10+60.66 -26.00' 2729.63' 7 52.6307 68 17+04.62 -26.00' 2728.74' 6 112.7363 69 16+54.24 -26.00' 2728' 6 59.8195 70 16+03.86 -26.00' 2726.82' 6 7.4360 71 15+53.10 -26.00' 2724.99' 5 362.4671 72 15+00.86 -26.00' 2722.81' 5 308.0889 73 14+45.37 -26.00' 2720.86' 5 252.5985 74 13+90.37 -26.00' 2719.29' 5 197.5985 75 13+35.37 -26.00' 2717.78' 5 142.5985 76 12+80.37 -26.00' 2716.01' 5 89.6045 77 12+29.51 -26.00' 2713.97' 5 33.7411 78 11+79.35 -26.00' 2711.75' 2 186.9076 79 11+28.63 -26.00' 2709.43' 2 130.4173 80 10+73.58 -26.00' 2707.2' 2 68.8860 81 11+15.65 26.00' 2705.43' EX 2 105.1972 82 12+10.63 26.00' 2706.73' 2 34.1795 83 12+67.71 26.00' 2707.9' 2 88.2542 84 13+37.53 26.00' 2710.15' 2 163.5112 85 13+92.88 42.1V 2713.66' 2 230.8128 86 14+27.72 65.79' 2715.72' 3 0.0000 87 14+69.71 53.01' 2717.76' 3 37.7599 88 15+42.69 26.00' 2722.19' 3 129.7350 89 16+02.51 22.38' 2724.65' 4 0.0000 90 16+36.16 -10.95' 2725.22' 4 0.0000 Engineering Planning Surveying The rffLandscape Architecture Urban Design W Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, Nevada. Group WW 4444 East Broadway Tucson Arizona (520) 881-7480 HCS DESIGN AND AS -BUILT INFORMATION LOT # CLEANOUT LOCATION "DISTANCE TO DOWNSTREAM MH" AS -BUILT "STATE PLANE COORDINATES ARIZONA CENTRAL NAD 83 INTERNATIONAL FEET AT HCS CLEANOUT" "DISTANCE TO DOWNSTREAM MANHOLE" STATION OFFSET INVERT MH# DISTANCE NORTHING EASTING DISTANCE 91 10+81.75 26.00' 2707.88' 2 86.5852 92 11+93.01 26.00' 2711.75' 2 179.6674 93 12+85.37 26.00' 2715.64' 5 92.5985 94 13+40.37 26.00' 2717.36' 5 147.5985 95 13+95.37 26.00' 2718.86' 5 202.5985 96 14+50.37 26.00' 2720.46' 5 257.5985 97 15+05.86 26.00' 2722.45' 5 313.0889 98 15+76.94 26.00' 2725.35' 5 380.5692 99 16+43.44 26.00' 2727.24' 6 54.8195 100 17+16.98 26.00' 2728.31' 6 124.3959 101 17+84.55 26.00' 2728.87' 6 190.2234 102 18+44.55 26.00' 2728.44' 6 250.0027 103 19+09.47 26.00' 2727.69' 7 24.6854 104 19+74.89 26.00' 2726.94' 7 89.8418 VILLAGES AT SILVERHAWKE PHASE 2 A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Inc. A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM FIIe:Q:\182053\J-006 - Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_18-HCS Table.dwg Plot Date:7/19/2018 1:19 PM By:mlopez TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN HCS TABLE AND AS -BUILT INFORMATION Sheet Title No. Date Revisions Item Contact A', TIZone all at least two 4ml wSa log days before you bego a excavation laG3 oa lQ 0 ST NG Scale Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/KB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 OV1602831, OV1700647 ,,A17 3069,OV1600017 Sheet of 21 F2 EXPIRES 6/30/2019 7I 10, 50' 10, PUE COMMON AREA "A" PUE 121 2' 14' CL 14' 11' 4' 3' TRAVEL LANE TRAVEL LANE 91 VARIES1.5 0 2% 2% 5% VARIES 2' WIDE CONCRETE 04' WIDE CONCRETE SIDE' WATER WEDGE CURB PER PER P.A.G. STD. DET. 200 P.A.G. STD. DET. 209 REVISED SEPT. 2012 3" A.C. OVER 5" A.B.C. WITH 6" REVEAL (TYP.) 0 SEWER DRY UTILITIES ATYPICAL ROADWAY CROSS SECTION NOTE: N.T.S. LOCATION OF UTILITIES VARIES, SEE PLAN FOR LOCATION. 68' COMMON AREA "A" 34' CL 34' 7.5' 10.5' 16' 15' 16' 10.6 TRAVEL LANE ISLAND TRAVEL LANE WATER 0 3" A.C. OVER 5" A.B.0 1%__ _ 1 1% loll ' r CONCRETE VERTICAL CURB PER P.A.G. STD. DET. 209 WITH 6" REVEAL (TYP.) DRY UTILITIES 0 SEWER 2 ROADWAY CROSS SECTION AT GATE AREA NOTE: N.T.S. LOCATION OF UTILITIES VARIES, SEE PLAN FOR LOCATION. 100, COMMON AREA "A 50' C L 50' 15' 11' 24' 30' 24' 11' TRAVEL LANE ISLAND TRAVEL LANE 1°-/C 1% -'� - 1% WATER 0 / CONCRETE 3" A.C. OVER 5 A.B.C. VERTICAL CURB PER P.A.G. STD. DET. 209 DRY UTILITIES WITH 6" REVEAL (TYP.) 0 SEWER 3 ROADWAY CROSS SECTION NOTE: N.T.S. LOCATION OF UTILITIES VARIES, SEE PLAN FOR LOCATION. KAI DRIVE DWI 240' to INTERIOR STREET INTERIOR STREET 190' ro Ln ZD INTERIOR STREET 470' SIGHT VISIBILITY TRIANGLE N.T.S. 5' BLDG. SETBACK HP=PE HP=PE HP=PE (TYP.) _._ T_r 1.00/00 1.00 _ .-_-._-.-�-._----- .I � II r--= II II 5-. BLDG. SETBACK 1 I I I I I I (TYP.) I I� i l l i III 5' BLDG. SETBACK (TYP.) o PAD ELEV. (PE) 14 cPAD ELEV. (PE) to o PAD ELEV. (PE) o I I I I I I I I I I I HINGE POINT I I I I HINGE POINT I I I I HINGE POINT PROPERTY CORNER I� Z wl I i I� Z w I loz w. PROPERTY CORNER TC +0.14' a g ¢. > . o 2 Q CD Q TC +0.14' R/W > n" > R/W 2' WEDGE CURB t STREET GRADE EDGE OF NOTE: PAVEMENT 1. NO WALLS AND/OR GATES SHALL BE CONSTRUCTED ACROSS THE REAR YARD UNTIL THE FINAL LOT GRADING HAS BEEN ESTABLISHED TO MEET THE 1% MIN. DRAINAGE REQUIREMENTS. OUTLET INVERTS SHALL BE DESIGNED TO MEET THE FINAL GRADES. 2. SEE PLAN FOR STREET GRADE DIRECTION 5 TYPE "A" LOT GRADING N.T.S. cYi M77 M _ CULVERT -•�- III -► "a I�I- --a- SPILLWAY/CHANNEL r- "1.00% - -1.00% - -I r - - : I_ "1.00% - 1.00% - � r - - ROCK RIP -RAP WEEP HOLE /* IN WALL @ FG I j I WEEP HOLE I WEEP HOLE D50=(SEE TABLE) AS NOTED TYP IN WALL FG IN WALL FG OVER MIRAFI 1 5' 1.5' w OVER z OVER BUILD BUILD 1� 0 1� 0 J LID > SLOPE PAVING ON 6" CONC. BASE WITH 6" X6"AAX1.4WWF EMBED ROCK TO A;? DEPTH OF 3", SLOPES BETWEEN a 1:1 & <1.99:1 1' w 1.5' OVER OVER MIRAFI FILTER FABRIC TYPE 140N SLOPES BETWEEN 2:1 & <2.99:1 OR FLATTER SLOPES 3:1 OR FLATTER SLOPE STABILIZATION DETAILS N.T.S. SPLASH PAD (L) CULVERT SPLASH PAD (L) 4 SPILLWAY/CHANNEL ' 3 ( •) I I I I I I @ � DEPTH (D) o I I AS NOTED (TYP.) o I I AS NOTED (TYP.) FILTER FABRIC ( - Y -* TYPE 140N ,� HP=PE-0.25 T` HP=PE-0.25' <uy; ...:.:: f. PAD ELEV. PE) PAD ELEV. PE A - FLOW � v 5' BLDG. T I ( I 5' BLDG. T I SETBACK + I I SETBACK (TYP.) o I: :( (TYP.) o I I - HINGE POINT i I HINGE POINT I : : I 1, PROPERTY I : :I PROPERTY I : :I CORNER I-----------I� L -- CORNER • I-----------i _ L-- TC+0.14' o? w oz TC+0.14' oz w gz o� C � o� og RM/ r RM/ STREET GRADE STREET GRADE NOTE: 1. NO WALLS AND/OR GATES SHALL BE CONSTRUCTED ACROSS THE REAR YARD UNTIL THE FINAL LOT GRADING HAS BEEN ESTABLISHED TO MEET THE 1% MIN. DRAINAGE REQUIREMENTS. OUTLET INVERTS SHALL BE DESIGNED TO MEET THE FINAL GRADES. 2. SEE PLAN FOR STREET GRADE DIRECTION. 6 TYPE "B" LOT GRADING N.T.S. HANDPLACED D50=6" RIP RAP ROCK, T=2D50 OVER MIRAFI FILTER FABRIC TYPE 140N A A x M N� t HANDPLACED ROCK D50=6" RIP RAP T=2D50 OVER MIRAFI FILTER 16" ----� r 1.00%---1.00%--'►: r-"1.00%---1.00 -1 : r-- FABRiCTYPE 140N MIN. ' I WEEP HOLE i IN WALL @ FIG "`°,'/� 8" %� AS NOTED (TYP.) �,, I: ► is SECTION A -A 5' BLDG. 1: 1 SETBACK I" - (TYP.) I: : : I HP=PE-0.25' I : : I HP=PE-0.25' I HINGE POINT - - - - -I _ - PAD ELEV APE) - - _ NOTE: wT ` w' q w ( 1. NO WALLS AND/OR GATES SHALL BE CONSTRUCTED ACROSS o o d THE REAR YARD UNTIL THE FINAL LOT GRADING HAS BEEN r R/W > > : ESTABLISHED TO MEET THE 1 % MIN. DRAINAGE REQUIREMENTS. OUTLET INVERTS SHALL BE DESIGNED TO MEET THE FINAL GRADES. PROPERTY 2. SEE PLAN FOR STREET GRADE DIRECTION. STREET GRADE CORNER 2' WEDGE CURB TC +0.14' 7 TYPE "C" LOT GRADING N.T.S. D50=(SEE TABLE) OVER MIRAFI FILTER FABRIC TYPE 140N SPLASH PAD (W) VARIES -- ` - U MITER PIPE TO ROCK RIP -RAP r MATCH SLOPE D50=(SEE TABLE) SECTION "B" DEPTH (D) SECTION "All OVER MIRAFI 4 FILTER FABRIC B PLAN - TYPE 140N SPLASH PAD STORM DRAIN OUTLETS N.T.S. RIP -RAP APRON DIMENSIONS CID CULVERT DESCRIPTION APRON LENGTH (FT) L APRON WIDTH (FT.) W1 APRON WIDTH (FT.) W2 APRON DEPTH (IN.) RECOMMENDED ROCK SIZE (IN.) A5F 1-30" SRP 18.00 14.00 25.00 18.00 9.00 A5F-2 2-30" SRP 20.00 11.00 13.00 18.00 9.00 A5E 1-18" SRP 15.00 7.00 17.00 18.00 9.00 A51D 1-18" SRP 12.00 6.00 14.00 18.00 9.00 A5G 2-30" SRP 18.00 9.00 16.00 18.00 9.00 20' FRONT BLDG. SETBACK (TYPICAL), _ PROVIDED THAT A I I I I I I j I 3" A.C. PAVEMENT DRIVEWAY AT LEAST I 20' IN LENGTH IS I ( ! I MAINTAINED ON THE i PROPERTY. I ( I I I I I 20' REAR BLDG. ao SETBACK LINE --- LT =- _j--- J ---_j I (TYPICAL) LOT 5' SIDE BLDG. 5" A.B.C. PRIVATE STREET 10' P.U.E. LINES SETBACK (TYPICAL) COMPACTED SOIL PER GEOTECHNICAL INVESTIGATION REPORT * SEE GEOTECHNICAL INVESTIGATION REPORT PAVEMENT STRUCTURE Q LOT SETBACK DETAIL N.T.S. (FOR REFERENCE ONLY) N.T.S. The Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 FINAL SITE PLAN, GRADING PLAN, No. Landscape Architecture Urban Design Offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN WLB Flagstaff, Arizona, and Las Vegas, Nevada. Group 4444 mast Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Inc. Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM DETAILS File: Q: \1 82053\J-006 -Villages at Siiverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006-19-21-DETAILS. DWG Plot Date:7/19/2018 2:47 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA Sheet Title Revisions Date Item Contact Alrboau sin at Wet two tam PROJECT NO: G180OXXX wwWft days tratoro you boon excavatllm RELATED CASE #S P18WI00006, G17014879 o OV115-003, , OV914-002 �Qcsou 811 ®Q 0010k Aftonroe9il.com OV1602831, OV1700647 Scale Job No. Date G1 1wi069,OV160001 I N.T.S. t,'�� 54W 'Lp m� Sheet 19 182053-J-013 " ROBERT W c, w SCHLICHER JULY 2018 $P'_ A4% Designed By/Drawn By JF/ML/KB 9iQ/ Signed �Q • of 21 ZONA �. Checked By RWS EXPIRES 6/30/2019 1 L J LOT LINE 1.5' OVER BUILD LOT LINE LOT SCREEN WALL "A" LOTS PAD PER PLAN LOT LINE 1.5' OVER BUILD u FILL & COMPACT / TO 95% DRY DENSITY SECTION N.T.S. LOT SCREEN WALL WEEP HOLE AT "B" LOTS PAD PER PLAN 1 1.5' OVER BUILD FILL & COMPACT / TO 95% DRY DENSITY FLOW LINE OF SPILLWAY AT "B" LOTS SEE DETAIL 6, SHEET 19 2 SECTION N.T.S LOT LINE LOT SCREEN WALL WEEP HOLE AT "B" LOTS ---------------------------- PAD PER PLAN Cl n1A1 I InIC nG QDII 11A/AV AT "W I nT-q 10124OLM 3 SLOPE STABILIZATION 1 SEE DETAIL 8, SHEET 19 EXISTING GRADE 3 SLOPE STABILIZATION —1 1 SEE DETAIL 8, SHEET 19 EXISTING GRADE EXISTING GRADE - o SLOPE STABILIZATION SEE DETAIL 8, SHEET 19 3 SECTION N.T.S. LOT SCREEN WALL WEEP HOLE AT "C" LOTS PAD PER PLAN 1.5' OVER BUILD 1 °� HAND PLACED ROCK FACED PAVING LOT SCREEN WALL -�- - 1 � "A" LOTS / PAD PER PLAN "" 1 °� 2 HAND PLACED ROCK FACED SLOPE PAVING 2 SEE DETAIL 8, SHEET 19 LOT LINE LOT SCREEN WALL "A" LOTS PAD PER PLAN _--' �SECTION \ EXISTING GRADE BEHIND LOTS 88-90 GROUTED ROCK FACED SLOPE PAVING SEE DETAIL 8, SHEET 19 EXISTING GRADE -'2% 1 >� GROUTED ROCK FACED / SLOPE PAVING SEE DETAIL 8, SHEET 19 1 ° HAND PLACED ROCK FACED SLOPE PAVING SEE DETAIL 8, SHEET 19 Ci C:) SLOPE ROCK FACED SLOPE PAVING HAND PLACED ROCK FACED SEE DETAIL 8, SHEET 19 SLOPE PAVING SEE DETAIL 8, SHEET 19 SECTION 5 N.� LOT LINE LOT SCREEN WALL PAD PER PLAN PAD PER PLAN RETAINING WALL BY OTHERS REQUIRED ON 2 FEET AND OVER \ GRADE DIFFERENCE �\'��"'\/�\� SECTION SEE DE I -AIL 8, SHEE 11 y FLOW LINE OF SPILLWAY AT "C" LOTS SEE DETAIL 7, SHEET 19 FILL & CO&1 \\/\� TO 95% DRY DEN EXISTING GRADE 4 SECTION IZ V-0" x V-6" x .080 ALUMINUM HANDICAPPED PARKING SIGN. RESERVE[ SIGN TO READ: "TOWN CODE SEC.11-4-3.A" PARKING WADENTIFICATION SYMBOL PER 2006 IBC CH.11, ICC/ANSI Al 17.1-2003, SEC. 502.7. BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS row�cooes>c.�i�a� "VAN ACCESSIBLE" _ vAri "U"-CHANNEL POST (2-LBS/FT) 6" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED WITH CONCRETE SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.1 P.C. CONCRETE Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 The Landscape Architecture Urban Design W offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Group Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM File: Q: \1 82053\J-006 -Villages at Siiverhawke\07 IPs\04 Paving Grading Phase 2\PH2 J006_19-21-DETAILS,DWG Plot Date:7/19/2018 3:41 PM By:kburruei TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA ACCESSIBLE 0 M 0 ti TYPICAL ACCESSIBLE PARKING SIGN 7 PARKING SPACE DETAIL I SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL IN ADDITION TO PAINTED PARKING SYMBOL, PROVIDE A 70 SQ.IN, SIGN SHOWING H/C SYMBOL ONLY AT EACH HANDICAPPED PARKING STALL PER TITLE 24 AND A.D.A. J_ll11�I+�' BLUE FIELD AND WHITE BORDER AND SYMBOL TYPICAL HANDICAP SYMBOL 9 N.T.S. N.T.S. FINAL SITE PLAN, GRADING PLAN, No. PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN DETAILS Sheet Title Revisions Date Item #5 REBAR W/2' PLAN g" 6' II II 2' {� PROFILE -FRONT f 20' TYP PARKING SPACE 3' 17' t 6" T.O. PAVING io 1i (2) #3 REBAR Ui II EPDXY TO A.C. PAVING PROFILE - SIDE 1� CONCRETE WHEEL STOP N.T.S. Codact A6xoas 811 at l"St two full woPicbll days bsfwa you bsdba excavation GAG P o [�La o I olr CHBO -k Aft on-6811.00M PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-0031, OV914-002 OV1602831, OV1700647 G1 3069,OV1600017 all F F\ rF °9� 2 Scale N.T.S. �,� rro44 'yp C0m Sheet Job No. 182053-J-013 ROBERT W SCHLICHER Date JULY 2018 r Designed By/Drawn By JF/MLNA /KB 9��20 Did \391 Checked By RWS EXPIRES 6/30/2019 4) 6 "B" �r M 0 0.5' in REINF W/ #4'S o @ 12" EA. WAY-/ BASIN BOTTOftlf/ WO-1 WO-2 I "A" 13' PLAN WO-1 ELEVATION "B" NEW HANDRAIL PER P.A.G. STD. DTL. 105 TOP OF WEIR WALL= BASIN BOTTOM ELEV PLUS 1.0' "B" BASIN BOTTOM ELEV PER PLAN ELEV PER PLAN 3 LOW FLOW NOTCH 4" ABOVE BOTTOM 0.5' ' SEE TABLE OF LOW -FLOW NOTCH 4" ABOVE BASIN BOTTOM M I N IR STRUCTURE SECTION "A" HYDRAULIC STRUCTURES FOR OUTLET ^1\� PIPE SIZES. ISOMETRIC VIEW STRUCTURE NAME WO-1 (FT.) WO-2 (FT.) WH-1 (FT.) WH-2 (FT.) WH-3 (FT.) CB-ASF 0.5 4.0 0.33 2.0 4.0 CB-A5D 0.5 2.0 0.33 f 1.0 3.0 :_ 04 Z SECURITY BARRIER AND GATE DETAIL SCALE: NTS 1N=5' BASIN ACCESS RAMPS GATES, DOUBLE GATES, CONSTRUCTED AS PART OF AN ENCLOSURE SHALL COMPLY WITH ALL REQUIREMENTS OF 2010 DRAINAGE CRITERIA MANUAL SECA 1.5.5. THE NORMALLY INACTIVE SIDE SHALL BE EQUIPPED WITH A BOLT DEVICE THAT SLIDES INTO A PERMANENT STEEL OR CONCRETE SLEEVE, WHICH CAN BE PADLOCKED IN THE CLOSED POSITION. THE PADLOCK SHALL BE IN PLACE AT THE TIME OF INSPECTION, AND SHALL REMAIN IN PLACE DURING NORMAL USAGE. TABLE OF PROPOSED BASINS AND OUTFLOW STRUCTURES 4o°IN GOUT TOTAL PONDING 100-YR PONDING TOP TOM BOTTOM OUTLET BASIN VOLUME VOLUME WSEL DEPTH ELEVATION ELEVATION (cfs) (cN (CF) (CF) (FT) (FT) (FT) (FT) STRUCTURE A5f 46.7 38.1 j 13471 11908 2729.73 3.74 2730.0 2726.0 4' WIDE; Z HIGH BROAD CRESTED WEIR A7d 1 12.3 5.4 9156 7219 2717.63 1.63 2718.0 2716.0 2' WIDE;1.0' HIGH BROAD CRESTED WEIR TABLE OF HYDRAULIC STRUCTURES CONC. POINT Qa (CFS) STRUCTURE A517-1 6.9 TYPE 4 CATCH BASIN WITH W/ EF-1 GRATE; 1-24" RCP, 76.1 L.F. @ 0.5%, V100= 5.55(fps), HW:1.0% TW:1.44' A5F-2 32.9 TYPE 1 CATCH BASIN WITH W/4 EF-1 GRATES W112' WING; 2-30" SRP, 58.2 L.F. @ 0.5%, V100= 6.40(fps), HW:1.52', TW:3.49' A5F 37.9* 4' WIDE; Z HIGH BROAD CRESTED WEIR.1-30" CMP; 36.61 L.F. @ 2.73%, V, =8.68 (fps), HW=4.83', TW=2.0' A5E 7.3 1-18" CMP, 207.05 L.F. @ 3.87%, V100=4.13 (fps), HW=1.87,TW=1.63' A5D 5.4* 2' WIDE;1.0' HIGH BROAD CRESTED WEIR.1-18" RCP/SRP; 236.1 L.F.@ 0.5 °, V100=4.91(fps), HW=1.0T A5G 34.3 TYPE 1 CATCH BASIN WITH W/4 EF-1 GRATES W/16' WING; 1-36" RCP/SRP, 218 L.F. @ 0.5%, V100= 7.28 (fps), HW: 2.18' * ROUTED DETENTION BASIN OUTFLOW TABLE OF POST -DEVELOPED DISCHARGES DRAINAGE AREA 2-YEAR 10-YEAR 50-YEAR 100-YEAR CONC. POINT (AC) (CFS) (CFS) (CFS) (CFS) A5f-1 * 1.36 1.0 3.5 5.9 6.9 A5f-2* 4.32 9.0 18.9 28.6 32.8 A5f * 6.10 5.4 ** 18.3 ** - 38.1 ** A5e * 0.96 2.2 4.3 6.4 7.3 A5d ** 1.61 0.2 ** 1.5 ** - 5.4 ** A5g-l* 4.61 9.0 19.9 29.7 34.2 A7 *** 21.9 *** 5.6 *** 10.9 ** 17.9 X RATIONAL METHOD -PHASE I THE VILLAGES AT SILVERHAWKE * * ROUTED DETENTION BASIN OUTFLOW COMBINED WITH LOCAL DRAINAGE AREA *** HEC-HMS METHOD -FIRST AVENUE PROPERTIES DRAINAGE REPORT DETENTION BASIN DISCHARGE SUMMARY CP Q IN(cfs) 2 Q OUT(cfs) 2 Q IN(cfs) 10 Q OUT(cfs) 10 Q IN(cfs) 100 Q OUT(cfs) 100 A5f 10.4 5.4 24.0 18.3 46.7 38.1 A5d 3.4 1 0.2 1 7.0 1 1.5 1 12.2 5.4 Engineering Planning Surveying VILLAGES AT SILVERHAWKE PHASE 2 The Landscape Architecture Urban Design WEB offices located in Tucson, Phoenix and A RESUBDIVISION OF BLOCK 2 OF SILVERHAWKE NORTH AS RECORDED PER SEQ: 20172490001 Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "Be' (OPEN SPACE) Group Inc Tucson, Arizona (520) 881-7480 A PORTION OF THE NORTHWEST QUARTER OF SECTION 6, T12S, R14E, G&SRM FIIe:Q:\l82053\J-006 -Villages at Silverhawke\07 IPs\04 Paving Grading Phase 2\PH2_J006_19-21-DETAILS.DWG Plot Date:7119/2018 2:49 PM By:kburruel TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA FINAL SITE PLAN, GRADING PLAN, PUBLIC SEWER PLAN AND PRIVATE STREET IMPROVEMENT PLAN DETAILS Sheet Title No. Date Revisions Item Contact Arm" 819 at Reset two faam workkg days before you been excavation aG o�Q0 �C&00 8% oP 0000k Q° POzonkte%oouf9 Scale N.T.S. Job No. 182053-J-013 Date JULY 2018 Designed By/Drawn By JF/ML/KB Checked By RWS PROJECT NO: G180OXXX RELATED CASE #s P18WI00006, G1701487, OV115-003, , OV914-002 OV1602831, OV1700647 G 1_70`3069, OV 1600017 Sheet i 00 N M EXPIRES 6/30/2019 GENERAL NOTES I. TOTAL AREA OF ALL NEW IMPERVIOUS SURFACES INCLUDING PAVEMENTS, SIDEWALKS, HARDSCAPE AND BUILDINGS IS 2.21 AC (96,450 S.F.) 2. TOTAL VOLUME OF RAINWATER HARVESTING PROVIDED IS 1,822 CUBIC FEET. 3. RAINWATER HARVESTING MEASURES EMPLOYED FOR THIS DEVELOPMENT CONSISTS OF THE FOLLOWING: • RAINWATER HARVESTING BASINS • DEPRESSED LANDSCAPE AREAS 4. ALL RAINWATER HARVESTING MEASURES SHOWN ON THIS PLAN SHALL BE INTERGRATED INTO THE LANDSCAPE INSTALLATION AS WELL AS THE SITE GRADING CONSTRUCTION. 5. ALL LOTS TO BE GRADED IN ACCORDANCE WITH THE TYPICAL FRONT YARD WATER HARVESTING DETAIL BELOW. DRIVEWAY AND LANDSCAPING MAY BE MIRRORED. 6. EIGHTY (80) PERCENT OF ALL AREAS WITHIN LINEAR BUFFER YARDS, RECREATION AREAS AND COMMON AREAS TO BE GRADED TO A MINIMUM FOUR (4) INCHES FOR RAINWATER HARVESTING PURPOSES. 7 ONLY THE LOT GRADING SCHEME(S) IDENTIFIED WITHIN THE APPLICABLE GRADING SCHEME TABLE SHALL BE OFFERED TO THE INDIVIDUAL HOME BUYER FOR EACH LOT LISTED. RAINWATER HARVESTING REQUIRED AREA IMPERVIOUS COVER (AC) X 3,000 GAL/AC = VOLUME REQUIRED (GAL) 2.21 AC X 3,000 GAL/AC = 6,630 GALLONS = 886 CUBIC FEET RAINWATER HARVESTING PROVIDED BASIN A5d: 3,905 GALLONS = 522 C.F. BASIN A5f: 9,725 GALLONS = 1,300 C.F. O TREE HOUSE 1 o1 LANDSCAPING LU u (TYPICAL) 0o DEPRESSLANDSCAPE AREAS (4" MAXIMUM) TO CAPTURE WATER DRIVEWAY FOR RAINWATER HARVESTING LOT LINE (TYPICAL) TYPICAL FRONT YARD WATER HARVESTING RAINWATER HARVESTING PLAN VILLAGES AT SILVERHAWKE FD. BCSM PHASE 2 TO SERVE LOTS 59 THRU 104 AND COMMON AREAS A & B STAMPED RLS 36786 NE COR SEC. 1 G18 / OV GARDNER E ET v-1C STR Lu • tt .... .. . •• ' •� ;. .. ... 1" 'Lu '�i\ • �� TANGERINE HILLS LOTS 1-117 .. 58 __� 44 43 4 - STRADA PATANIA IZ 2 41 --- C 0 19 40 39 38 37 36 2 18 20 21 \ \ 22 ,.. Cq_q -- 3 17 23 24 II 4 16 25 26 27 28 15 �1 5 14 13 6 0 q 12 I 7 i 8 CA-B 9 f i � 11 ND BCSM j 10 TAGGED RLS 35235 EAST 1 /4 COR. SECTION 1 FND. BCSM TAGGED RLS 35235 WEST 1 /4 COR. SECTION 6 I RESURRECTION LUTHERAN CHURCH OF I ORO VALLEY 224-02-03 ZONING=PSC 35 \' II CA-B 1 i 34 I I II,I 33 III I 32 I� 31 I _ 30 29 �\ TRAIL \ EASEMENT \ CA-B w 7 \ CONNECTION v� :- AlRTH �A LEY BAPTIST; CHURCH OF ORO JENNINGS FAMILY TRUST WENDY & FRED KINC VALLEY 220-06-004A 220-06-0030 220-06-004A I ZON=R1-72 y ZONING=R1736 ZONING=R1-144 %� I' PROJECT OVERVIEW SCALE 1 "=200' The Engineering Planning Surveying Landscape Architecture Urban Design W Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, Nevada. 4444 East Broadway Group Tucson, Arizona (520) 881-7480 Inc. 0' 2000 400v 600' VILLAGES AT SILVERHAWKE / PHASE 2 LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Project ILLY CROWN & ELIZABETH MACNEILL 220-06-002C ZONING=R1-36 FND 2" IP TAGGED PE 9651 (JONES) 14.45' EAST 162 CA-B 161 160 159 158 157 155 156 154 153 150 151 2 Q iu CA-B Cr 0 _-- ALISADES ROAD--- _ EXIST PAVED ROAD -PUBLIC STREET -= �,----�- BOOK 8, PAGE 37 OF ROADS & MAPS CAPRI CO. LLC FND. 3" ACP 220-06-001 G TAGGED RLS 20373 ZONING=R1-144 APPROVAL BY: PLANNING & ZONING ADMINISTRATOR DATE BY: TOWN ENGINEER DATE RAINWATER HARVESTING PLAN i — Fr-11 MO' 1-f C TALINA SHADOWS ESTATES LOT 69-540 BK. 41, PG. 24 ZONING=PAD w. J �/ Z O w l� I ' �0_3 2 __7_____/773 I am, Is. 14,111, ! 111711!710162_11 rw 2 1 7 /_ )1 1 I ((_1_L_ -i 1 6- Y12 NARANJA DRIVE — — — cJ >> 12 7 %6 8 LOCATION PLAN BEING A PORTION OF SECTION 6 TOWNSHIP 12 SOUTH, RANGE 14 EAST, 3' - - 1 MILE GILA & SALT RIVER MERIDIAN TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND —2850-- -- EXISTING MAJOR CONTOUR TOP OF SLOPE EXISTING MINOR CONTOUR (SLOPES < 3:1 UNLESS NOTED) �•..��••"�...._►- PROPOSED FLOODPLAIN LINE BOTTOM OF SLOPE PROPOSED EROSION HAZARD SETBACK PROPOSED CONCRETE VERTICAL CURB EXISTING 404 JD -WASH PROPOSED CONCRETE WEDGE CURB — — — — — — - EXISTING RIPARIAN LINE PROPOSED CONCRETE SIDEWALK -- — SECTION LINE PROPOSED CURB ACCESS RAMPS PROJECT BOUNDARY FFE=10.89 FFE: PROPOSED FINISHED FLOOR ELEV. PROPOSED LOT LINE FPE=10.22 FPE: PROPOSED FINISHED PAD ELEV. - — — -- — — — — - PROPOSED EASEMENT LINE AS NOTED SHEET MATCH LINE EXISTING EASEMENT LINE AS NOTED EXISTING ZONING BOUNDARY l SIGHT VISIBILITY TRIANGLE (SVT) — —S--��-- �- EXISTING PUBLIC SEWER LINE & MANHOLE W-- EXISTING PUBLIC WATERLINE & VALVE 2 PROPOSED CULVERT EXISTING CULVERT ,,- EXISTING PAVEMENT — x - - EXISTING FENCE S •10 NEW PUBLIC SEWER LINE & MANHOLE 1 - NEW HCS & CLEANOUT PROPOSED PUBLIC WATERLINE & VALVE 31 PROPOSED WATER METER PROPOSED PUBLIC WATERLINE BENDS a 19.35 FG _ PROPOSED FIRE HYDRANT ® 00 PROPOSED TEP EQUIPMENT PROPOSED STORM DRAIN W/CATCH BASIN PROPOSED ROCK RIPRAP PROPOSED ASPHALT PAVEMENT + +++++++++ ++ PROPOSED STABILIZED TREATMENT OWNER SHEET INDEX CAPRI CO. LLC SHEET DESCRIPTION 6088 W. ARIZONA PAVILLIONS DR. 1 COVER SHEET BLDG #2 2 LEGEND MARANA, ARIZONA 85743 3 SITE PLAN (520) 744-1573 4 SITE PLAN ATTN: JAMES KAI 5 SITE PLAN james.kai@kaienterprises.com ENGINEER DEVELOPER THE WLB GROUP, INC. MERITAGE HOMES 4444 E. BROADWAY BLVD. 3275 WEST INA ROAD, SUITE 220 TUCSON, AZ. 85711 TUCSON, ARIZONA 85741 (520)881-7480 (520)225-6800 ATTN: ROB SCHLICHER, PE ATTN: LISA HOSKIN RSCHLICHER@wlbgroup.com lisa.hoskin@meritagehomes.com P18WI00006 REF: G1701487, OV115-003, OV914-002 OV1602831. OV1700647 No. Date Item Sheet Title File:Q:\182053\J-006 - Villages at Silverhawke\Landscape\10 RWHP phase 2\J006-RWHP- SHT 01 COVER -PHASE 2.dwg Plot Date:7/18/2018 3:14 MROpsilliams CONCENTRATION POINT LOT GRADING TYPE NEW SURVEY MONUMENT SECTION CORNER OR 1/4 SECTION CNR BENCHMARK GRADE BREAK (GB/HP/LP) DIRECTION OF FLOW LOT NUMBER PROPOSED SPOT ELEVATION BACK WATER VALVE J ' FICgrp 34712 PETER NICHOLAS RUMNEY Sig ned��% Call at least two full working days before you begin excavation. Arizona Blue Stake, Inc. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 .00 Scale AS SHOWN c�`� 54544 ti9 Job No. 182053-J-013 ROBERT W °G SCHLICHER Date JULY 2018 0 Designed By JF/ML/KB 9,Q S/. ned Q 1IONA S Checked By RWS EXPIRES 6/30/2019 Sheet of DRAINAGE TABLE LOT # GRADING TYPE 59 A 60 A 61 A 62 A 63 A 64 A 65 A 66 A 67 A 68 B 69 B 70 B 71 B 72 B 73 B 74 B 75 B 76 B 77 B 78 B 79 B 80 B 81 C 82 C 83 C DRAINAGE TABLE LOT GRADING TYPE 84 C 85 C 86 C 87 C 88 A 89 A 90 A 91 A 92 C 93 C 94 A 95 A 96 A 97 A 98 B 99 C 100 C 101 C 102 A 103 A 104 A The VV rW W% Engineering Planning Surveying Landscape Architecture Urban Design WEB --, - � Offices located in Tucson, Phoenix and � Flagstaff, Arizona, and Las Vegas, Nevada. Group __ J06AJ160 4444 East Broadway Tucson, Arizona (520) 881-7480 Inc. VILLAGES AT SILVERHAWKE / PHASE 2 LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Project PLANT LEGEND TREES CERCIDIUM MICROPHYLLUM FOOTHILLS PALO VERDE CERCIDUM HYBRID 'DESERT MUSUEM' DESERT MUSEUM PALO VERDE CERCIDIUM PRAECOX PALO BREA CHILOPSIS LINEARIS 'BUBBA' DESERT WILLOW BUBBA OLNEYA TESOTA IRONWOOD PITHECELLOBIUM FLEXICAULE TEXAS EBONY PROSOPIS GLANDULOSA'MAVERICK' MAVERICK HONEY MESQUITE PROSOPIS HYBRID 'PHOENIX' 'PHOENIX' HYBRID MESQUITE PROSOPIS VELUTINA VELVET MESQUITE SHRUBS ACACIA CONSTRICTA WHITETHORN ACACIA ACACIA GREGGII CAT CLAW ACACIA ALOYSIA GRATISSIMA FRAGRANT BEE -BRUSH / SWEET ALOYSIA ASCLEPIAS SUBULATA DESERT MILKWEED CALLIANDRA ERIOPHYLLA PINK FAIRY DUSTER CORDIA PARVIFOLIA LITTLE LEAF CORDIA DODONEA VISCOSA GREEN HOPSEED BUSH O ENCELIA FARINOSA BRITTLEBUSH ERICAMERIA LARICIFOLIA TURPENTINE BUSH T JUSTICIA CALIFORNICA CHUPAROSA 0 LANTANA SPECIES NEW GOLD' NEW GOLD LANTANA ,>Tf�, LEUCOPHYLLUM FRUTESCENS 'HEAVENLY CLOUD' `�% HEAVENLY CLOUD TEXAS RANGER LEUCOPHYLLUM ZYGOPHYLLUM BLUE RANGER ROSMARINUS OFFICINALIS 'HUNTINGTON CARPET' TRAILING HUNTINGTON CARPET ROSEMARY SIMMONDSIA CHINENSIS JOJOBA O VIGUIERA DELTOIDEA GOLDENEYE C ZINNIA ACEROSA DESERT ZINNIA RAINWATER HARVESTING PLAN ACCENTS AGAVE OCAHUI OCAHUTAGAVE ALOE HYBRID 'BLUE ELF' `BLUE ELF' ALOE CARNEGIEA GIGANTEA SAGUARO DASYLIRION WHEELERI DESERT SPOON ECHINOCACTUS GRUSONII GOLDEN BARREL EUPHORBIA ANTISYPHILLITICA CANDELILLA FEROCACTUS WISLIZENII FISH-HOOK BARREL FOUQUIERIA SPLENDENS OCOTILLO HESPERALOE PARVIFLORA RED YUCCA HESPERALOE PARVIFLORA'BRAKE LIGHTS' DWARF RED YUCCA BRAKE LIGHTS ` MUHLENBERGIA RIGENS DEER GRASS NOLINA MICROCARPA BEAR GRASS OPUNTIA ENGELMANNII ENGELMANN'S PRICKLY PEAR OPUNTIA VERSICOLOR STAGHORN CHOLLA PEDILANTHUS MACROCARPUS LADY'S SLIPPER YUCCA PALLIDA PALE LEAF YUCCA YUCCA RIGIDA BLUE YUCCA No. Date P18WI00006 REF: G17014872 OV115-0032 OV914-002 OV1602831. OV1700647 Item Scale 34712 PETER NICHOLAS RUMNEY \9 n e o1% Job No. 182053-J-013 Date JULY 2018 Designed By JF/ML/KB Checked By RWS Call at least two full working days before you begin excavation. MArizonaBlue StaMInc Dial 8-1-1 or 1-800-STAKE-IT (782-5348) 116. In Maricopa County: (602) 263-1100 54544 �o m� Sheet ROBERT W SCHLICHER �cb ore 1\��\ 0 signetl , c,Q of 6 • oneei i rtie r-ue:U:\I b2U53\J-UUb -villages at 6iIver1hawke\Landscape\1 U HVVHP phase 2\J006-KWHP- SHT 02 LEGEND_PHASE 2.dwg Plot Date:7/18/2018 3:15F;RMsE4n0i Ilia ms EXPIRES 6/30/2019 0�� W Q 11 I I ' I x ' x k I dux k kxk kxx Ix Nkk x . Ix x `i:kk x.x xku kkk Ix ce.k I x kk. x kkx x x R x k x I k u x N x tt u k nxx x. kn k u uxu m xx I �.uk .xkx kkx x kkk k x Nx n x I xxxu xx xxa k xnx xkx Nx � k kx xn kxx I xkN. x kxkx # xx uxxk, k uxN x xx x xxkxu .fix x x k x k x k . k x x ■■®■ R. . ......... A` ' k i x k x k k k k x x i k x i kkk x x k k k x x x k x k k x R x x k k k x k • " II 'i:t. L: It ........... I �G HYDROSEED DISTURBED- \ AREAS (TYP.) ®.. ®.. .. ®.. ®.. ®.. ®.. ® PHASE -4 . UGC C UG UGUGC P 4.1 ARTIFICIAL TURF I DRIVE ARTIFICIAL TURF KAI ;� # .x kkkkkxk (TYP.) D.G. TO BACK OF (TYP.) 4. • r //h. nnu xxkxx 1. ( O .^ �y i % Nx. xxkRxkxx • / PUBLIC STREET tiT I I SIDEWALK, TYP. ) N,xxkxxxkkkYRQn@koY 1 V! N / kkk• •` xk kk.xk,nxx 6# Z SVT 43 D.G. �J x x k k k k k x %kkx x x k R N k x I I- 4 ,11I xN` k' xx.k kxxx` kx.kxk' xxxkx xxkxNkxk kkkxxkux xkkkkkk nxk.xx.ttx kkkxkxNkkx kxkkkxnxN xkx.kkkxk Rxxkxkkk xu.xxkkRNkkttk%xkkkk klxkxxkxkkRxk kkkx.NRkxk .xxknkkkx kkkttxxxk kNxkkkx xknRxxkNxkxk Rkkkknn.kN x%xk.k .kkxkkk xx - ���/y1� •• • 'r'W•�-.�• 68 • r K(- 42. �V�I/M,(--$ _- __r _ 40 0-.ED-m .G•�- . _ � _ �-� .-.Y xx xkkkxkxx_kkkxkk.kx. kkxxkNxxkxxkxkkkxkAkxkkRxkkkkxkkkxxkkL:xkxxakx xxxxxkkkkxkkkkkxkxkxxxkx -kxxkkx- kxxkkxxk16 x -k-�.RR,k 1x G x x " cexkkkxkxkxk/�x.xxxk xkkkxk .xxxkxk xkxxkkx rxxkkxx xxkxkxR xxe PROPOSED WATER LINE kx..kkxk k.xxkxYk. .xxxklktx. N ukkxx a.xxkxkR .�kxk x.kxae.%x kx. °nJA- T`RYTPI.F )■■ CIALTU:� TURF •06 77TV.N.Tt .24 xkkxkx44 w54\l / k' kkkkxkxx Nxxx x xx xnxxxxxk xk kx _ + •• O • W xxxkk Nkkkxxxkkxkk .xxkxx Rkkxk A k 5 k xk kxxxnRA`kxxk N •: 0 � xxxkxxxdxRxxxkxxxkknxxxY"""` k Z x xkxxkkkxkxxxx 28 / k k k xkkxk %% . x x x xxk n k x x k k k x x x 0 :fit x R k x x x. k k x k x k XV \ k ttk .ttxkxxxkxkN Oo ° >\ x xk3�x��xkxkkxxkxlTC 34.66J . x xxkxxkNxkxN .^T �/�[,� R .k kkk�+(,k}/,k'k%xxk `+•� \ ® �. k. x x 11 1 (/�. x xxkxx ^1'y'r 7� 7` k k x k k k x k x yi �®` ® k, • k k xKY.�k ■ _�... % xN x kxkx xkxkNk � V xMM•xxRRFFQQ �.. V x k k k k x x k k k k x k k x x k `(` k xk N.Nxkx.xxx 47.E B 8.0 `xk Rk x.xx �Jk}: xk .':. xk w :•+ l/� k N%xxkxx. \ .'] N x k k k x �JiJR is � k k � � v' k . D k x k k x k N n x � � \ x k .k �,•� 77 �77 p ! xxxxkxxkkxkkx •. R Q k. ;R x%kkk%x \``w\\ x k kk kxxxxxkkxk `-, LO M 9� ' xkxxx.kxkx.. k ® • xNNkxxx A x . xx xxkkxkkxxn .81 kxx .kkkx. Rx ® x �.. Rxxkk ` ' x �R�xxkx .47.10 46.06 �g ,�•'� Rnkxkky nj. i )) x NR xk.kkk Nxk xx x I O Ci ® k \ \ x x x. xk kNkkkxxxxkx _ Cn �.,((�� ', 's 4 •• k�' xkky�Y^ ......... �(J ` k x R 1..{� a� ` \ / k k .k xkxxx.... ,'/ ° o : kRa� ,° 31 •l ,, HP EL. 2748.05 1 100 YEAR FLOODPLAIN ��. kkx O 1 . kxk xkxkRRkk RIPRAP BY CIVIL / :D' 9 'Rn� • `x x kx xxxxkkN I $O • k :^ \ R xRMx .; ENGINEERING PLANS (TYP.) / • k LL ® TC 31.19 •• ® 28• 1 x K k x / P 5.32 3 .51`` ;• °. `x x kkkx 59.� PI: 14+42.07 0 16.• S 1 99 ® \\ DRAINAGE STRUCTURES I kx kxk xx � � / Igo ®��'�•' � �1 ; AND PIPE PER CIVIL I �# azAk k FFE=47.77 / PROPOSED • o p�• d• 1 ENGINEERING PLANS 150 FT. BUFFERYARD I B" D'G' FPE=47.10 I SIDEWALK (TYP.) '• st `�' ' TC 32.52 ,1/ , �` - L:2730.39 25' ENHANCED NATURAL 46.55 A I > $�C 30.89 38 5 ce o �:: �'� D.G.DGEXISTING VEGETATION DESERT o 0 43.43 3 0 - TO REMAIN TYP. 46.06 TC 44.72 0 � � �: 3• 26.04 (TYP.) T 1 �... 1 8 TREES _ + C � + 429' - PT.14 06.53 �. � 26.22 � � -� I r TC 31.34 • 26 SHRUBS 1 ED D.G. TO LOT WALL DETENTION 10ACCENTS ce EL.2743.97 i �3 48 BASIN A5f I HYDR ED O p OSE DISTURBED IN / EXISTING VEGETATION D.G. CURBWAY b TOP - 27 30.0 1 1 D 1 6� AREA S TYP. P. ° • I cn TY T C 31.17 (T YP.) � BOT- 2726.0 1 60 1 38 0 , •e c •b _ 1 41.20 GRADING LIMI TS/ 0 1 • b. • - 38 / I FFE-4 .7 s. 1 6 3+ GRADING .b DE VELOPMENT NT - n 3 E = 1 ` • r *• t LIMTS ' FPE 46.06 1 o• 1 ENVELOPE , TYP I IIA II CM 38 D� '> 1 I BA i 2• G 4 rP • 1 •1 ° 0 3. EXISTING I 1 e \ _1 WATER LINE I 0 TC 30.62 1 31 .92 1 / I I 7 4 2 5• 1 �8 N / I I cn � PC:19+ 76.59 EXISTING I ,. �. 1 3 1 4 I D `• 0 EL:273 .5 4 SIDEWALK I 1 I ° 1 1 1 , 1 I 61 + I 104 � I 0 c� W I B V b 1 I - o• r I 1 � 1 FFE 44.80 0 . - t G 1 FFE 33.24 o l' 1 / 1 � i I I - I 44 1 1 FPE 3 1 FP - E 32.57 0 "Alt 1 1 11 1 O I I . \ A I A 1 A ° \ Ir� EVC .El : 7` 1 'PC:11 25.13` `6 `EL:2733.83 >" - ' T 2737., - C8 Q Q TC 31.16 32.57 . EXISTING VEGETATION ,' _ • I 1 ' TO REMAIN ADJUST �; qji �S 1 32.60 LOCATION OF NEW / ' ` \ o y�,p •� ' '� U PLANTS TO PRESERVE I �g3 �°' '9--� •. 6 I + j EXISTING PLANTS �� A�titi `� '9� 1UJI Q 62 w> I / o FFE=42.89 BVC EL: ® a I 103 `. o; I - FPE1142.22 *00 N l 2734.38 D.G. G SVT I FFE=33.92 IV I ° `♦ All '` o =� I FPE=33.25 I . , ` ^• s � PROPOSED SEWER LINE 11+00 I -� I /` 1_ C + a 10 00 TC 31.91 33.25 •C?l / o '-'•�_-,1 `. `_,40.00 ® \ • SVT� 2 32.15 EL.' I 33.31 • Q� ,. z ` ® K� 63 M D .. Y s a I COMMON AREA "B" `� �® �� `3o FFE=40.97 >,� v _ I I '* / �o _ _ ;-------- CO---- I FPE=40.30 M - - - 00, "All 00 Z N M 1 ,_- /0 co I 102 W W a (� \� I ;� `� O0 I-� 1 cn FFE 34.63 '1 a I , \ ; •- ; -. C I FPE=33.96 -, r. tCC M • a y m G° r' 1 I �. h� FFE=39.13 TC 32.62 33.96 . r m I /._- --' ® �°' DcO FPE=38.46 65 CP w ` r ." ■ a '- o I - - ` i - ��'' I,A" I o I 33.48 Q_ FFE=37.78 +Z COI + FPE=37.11 66 + + 101 IAII FFE=36.90 67 ` , ` �`__,� _ •__•�/ y � � � ` ', FFE_34.40 FPE=36.23 FFE=35.99 2.0/a.0/ 32.76 •.• ''^ . ---'1• A FPE=35.32 II II - "All ce _ e` �.--�`�.e_► -` C ®( M M PT:17+47.00 -1 , I cg O "! °'co Lq M EL:2732.33 ti r T 3.48 `-, COMMON AREA "B" COLO CO co I I ' 32.95 ,+ l $ I I ; lllllllllll■ I� _ ��,� �� lllllllllll■ � ce •MATCHLINE SEE SHEET 4 ,_--' 0 0 I I 100 30 60 90 w, - 1 ' 33.04 ' 33.64 TC 32.91 ' , ► FFE=33.87 I i FPE3.20 11C311 1 1 1 I1 `♦ - ' ' '--` I ` 68 I o I TheEngineering Planning Surveying No. Landscape Architecture Urban Design VILLAGES AT SILVERHAWKE / PHASE 2 RAINWATER HARVESTING PLAN W L B Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, Nevada, LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND 4444 mast Broadway Group Tucson, Arizona (520) 881-7480 "B" (OPEN SPACE) Inc. Prot t Sheet Title File:Q:\182053\J-006 - Villages at Silverhawke\Landscape\10 RWHP phase 2\J006-RWHP- SHT 03-PHASE 2.dwg Plot Date:7/18/2018 3:19 PM By:jv4Rh& inns 32. Date 34712 PETER NICHOLAS o RUMNEY P18WI00006 9ned••' R,ONA Vc REF: G1701487, OV115-003, OV914-002 X10 RES 03 OV1602831. OV1700647 G Call at least two full working days before you begin excavation. I ! I I Arizona Blue Stake, Inc. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 Item Scale 111=301 `�� 54544 'Le �C0 Sheet 3 Job No. 182053-J-013 ROBERT W 0 SCHLICHER cb Date JULY 2018 dr Designed By JF/ML/KB ONA4 gQ of 5 Checked By RWS EXPIRES 6/30/2019 - 101 I FFE=36.90 I 67 ( ri I ( ® ,,% \`♦� --- -,` r'�A \ \ f `,`_, I I FPE 36.23 ( II FFE=35.99 I FFE=34.40 2.0% 2.0% 32.76 .A FPE_35.32 C ••• ♦ `♦ , ;_ �`;\" \\ \ �iS\ ��, . .A., C� I `` \ I M - PT: 17+47.00 I_ _ - - EXISTING VEGETATION N M N EL:2732.33►� 3 / M � M O 33.48 - -,�TO REMAIN (TYP.) ♦t ; ` ,.(�'�Z / 1 \ \ \ ` MATCHLINE - SEE SHEET 3 ® ♦♦\ __ �`��\ GRADING LIMITS/ / •r I w I� �� I DEVELOPMENT 00 ce 0 Oo I ( 100 ' /; ENVELOPE (TYP) Q TC 32.91 ' , I FFE=33.87 \ 21 _ 33.04 --33.64- - I I FPE=33.20 32 0 , HYDROSEED DISTURBED �`- \ ♦ I D.G. TO BACK OF I j "C" ®® r AREAS (TYP.) U `\ \ \♦ \ ; � \_ `� SIDEWALK (TYP.) 1 1 I _ • 1 1% 3:1 33.37I FFE=34.56 I 11 TC 31.52 32.95 3' `,, 4j ^ - \ ��� - ► \ . �\ \� ® _N. ® FPE=33.89 I '° OT- _-- - ' + \ `' .,' \ „ „ 2. , g 1 f3 ry \ \ + _-- I \ 99 3125 Q + \ I _ - --3,34- _ - TC 32.22 I FFE=32.99 \ 3 �`_'�,_,� \ ♦ \'. ` It ---32g ' I 1 \ FPE=32.32 ' •. �' o '-''• • \ ® 32.35 HYDROSEED DISTURBED I 1 licitlicit® ® - , ' / "' �'- \ • \100 YEAR FLOODPLAIN AREAS TYP. 1 1 /\ r --- -_ ,- 30.49 69 `FFE-33.87 ' I \ � � � / / � N vb' ` --��,� � \ \\\�% ; D.G. TO GRADING I 1 `, p� 113 ' / ry' �, ' \ ` �, '. LIMIT 00 32.68\ FPE= 33.20 B I �C 3p. 5 - \ , - \ `= DRAINAGE STRUCTURES GRADING LIMITS/ ' TC 3134 \ 98 \ ' 90 / \ ti \ - ♦ ',,AND PIPE PER CIVIL DEVELOPMENT 32•g � \ \ _ � FFE=31.07 / / \ ry , ,.� -� ENGINEERING PLANS 'ENVELOPE (TYP) \ \ \ FFE_32.05 \ - FPE=30.40 ,- �� RIPRAP BY CIVIL ` 32.35 ' 32.08 \ \ FPE= 31.38 30�9 ' % "All / / 89 �-_' ; '�' ♦ ENGINEERING PLANS (TYP.) 48 ' \ \ \ B 3 , FFE=31.07 3�' 70 FPE=30.40 / ," ® ® + \\ \\ \ / / 3�• cg A / / COMM�E314 AREA B FFE-33.00 Qo 1 FPE,B,2.33 \ 1 \ \� / / / 88 / r ® N. `. 32oi \ GZ� / 5.58 / �' ------ �� FFE=29.61 r ce _;. �i• 97 \ 3:1 / �O \ \ ��, FPE= 28.94 ; _ �' \ ,♦ \\ FFE=29.70 , ti� V r6 rn < All ' 01 A FPE-29.03 / 265 b "All Co� i ; �V \ \ ( ► / � � j 29g� 71 \ 1 / LIMIT OF D.G. 3.1 \ EL:2726.28 / / / ♦� __►`.FFE=31.46 \ \ \ / \ Op 27.39 \ / -�--' ` FPE=30.79 25.58 \ B / �G 2[k / D.G. TO BACK OF A EL:2727.39 tip` ® / 87 „--,,- 30.27 gyp- % \ s Gti5' 96 SIDEWALK (TYP.) 3 RpA ,`G h� / FFE-27.25 26� OS 26.89 �! �� FFE=24.47 / = g'\ FO S'/ `: 1 FPE=23.80 / \ FPE,A,6.58 / / 2�` 3:1 �gTFR /A��L� �` \ licit \ / \ OcP /\ 24.81 0 24.31/NF ` Zg 9 / 72 \ \ �O . \ \ / / 24.24 PT:15+41.57 FFE=29.41 \ N . \ / / \ EL:2725.20 h�' 2� FPE=28.74 "Bit 95 + `L/ / \ \\ <2 ,�G`L3 FFE=25.48 28.18\ / \ FPE=24.81 \ D.G. IN CURBWAY p30 ce ° TYP. /I \ / \ / • \ FFE=21.81 U, • � PROPOSED _ � ` 9 / 1.14 73 \ \ \ / / \SIDEWALK (TYP.) FPElicit 3'1 ` 2� � / \ \ \ / \ 0 � DETENTION 18.78 ' ` EXISTING VEGETATION ` yg� FFE=27.33 \ 9� ;. \ / / / 0 18 89 1 \ TO REMAIN ADJUST 2 \ FPE= 26.66 / rZ3• Q \ \/ / BASIN A5d %LOCATION OF NEW B ,� / ��' \ �0 0°I° \ 96 / 94 \ f TOP = 2718.0 TC 18.33- PLANTS TO PRESERVE \ rL6 �i / \ p°la 2 '(G21 FFE=23.97 '11b BOT= 2716.0 +EXISTING PLANTS 09 _ \ 22 �'� 0 + 26 \ 6'1 \ \ \ FPE-23.30 16.00 C AREA "B" I 18.73- 74 FFE=25.59 \ \ \ / / / \ rVo�� 16. 18.07 FPE=24.92 "Bit / �G \ � \ �2 - 93 \ 2 . � / 85 `., ` \ rL FFE=21.67 \ 1 C 1538 FFE_19.65 24.35 \ G� FPE=21licit.00 31� ,� I FPE 1lic�8.98 75 \ \ ��'� \\ \ / / / ^ TC 13.85 FFE=24.08 2� \ FPE=23.41 / 20�6 \ ' '�•t \ \, 0�� / I 2 / i ' \ "Bit 3 1 22.84\ / �6� \ \ 92 FFE_19.69 +; N FP19.02 12.06 .Cl 84\ licit 91 PRC:12+89.81Q EL:271)S76 FFE=14.62 ICI) 9> FFE=16.67 FFE_22.52 FP13.95 FPE_16.00 g6 \C�1504 , \ Al .0 „g„ i , > ' 1; `- - . � 21.27\ / 5 v PT:12+50.86 �gEL:2717.93 , .. s. \ � � � ?0° \ / \ -- - Op 77 \ \ \ h PC:10+80.92 ' _ o�. 1-EL:2710.93 I 9g FFE=20.51 \ �o. - -M lc / 83 I I++ �i_ ,--.1 .� 1�'' \ FPE= 1�9.84 / ,�G �; . w - - - - _ 1�32 <� FFE=14.18 {{ - v 32 - / I I ED --, MATCHLINE - SEE SHEET+ \ `' / 464, \ licit Altm 1 2-53 1*00 CV I l 0' 30' 60' 90' 6§M6=1M CR All, 1,` ` -`` O \ / / \ w \ \ \ ..,... I / \ \ 2.• P18WI00006 78 / / \ \ Ste- 10 00 IU) 1 REF: G1701487, OV115-003, OV914-002 -N.,�� \ FFE=18.46 / / \ \ \�� 1 .7 . 1 82 OV1602831, OV1700647 The VV rW V% Engineering Planning Surveying Landscape Architecture Urban Design W L B -M, \ _ � Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, as, Nevada. Group __ JELvA060 4444 East Broadway Tucson, Arizona 520 881-7480 Inc. No. Date V 11_Ll1Vr_Q H 1 Q1LV GRr'IHVVnC / 1"'nAor- L RAINWATER HARVESTING PLAN LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND "B" (OPEN SPACE) Project Sheet Title File: Q:\1 82053\J-006 -Villages at Silverhawke\Landscape\10 RWHP phase 2\J006-RWHP- SHT 04_PHASE 2.dwg Plot Date:7/18/2018 3:23 PM By:jvAbaiasns Item FICAr 34712 PETER NICHOLAS RUMNEY���� \9ned�1h•, Scale 1 "=30' Job No. 182053-J-013 Date JULY 2018 Designed By JF/ML/KB Checked By RWS Call at least two full working days before you begin excavation. i Arizona Blue Stake, Inc. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 ,, 54544 y9 m0 Sheet 4 ROBERT W SCHLICHER 9�e S/gned' of 5 'ZONA U "P• EXPIRES 6/30/2019 - d NE SEE SHEET 4 1 ♦ e d� 1 1 y 9 - ♦ 1 e -, e ♦ , / �4 / 43 / y e_78 >\1b \ FFE=18.46 / \ FPE=17.79 ♦ ♦ ` ` `♦ FFE=16.07 - \ FPE=15.40 co --_ 11611 + ,- - CO* y , �... �.. M 15.02 \ Ir •, •__,, • HYDROSEED DISTUBED, ' AREAS (TYP) �_ • EXISTING VEGETATION - ♦' '�__ �° \ ♦`._,♦ TO REMAIN (TYP.) / / \ QD `` ENGINEER NGP PER CIVIL PLANS \ (TYP.) ®0AjQ 1 _ / / \ + p A 0' 30' 60' 909 6im%momm D.G. IN CURBWAY (TYP.) ✓f l /,-�I 7 N ■ cM w em Fle Wr'j I ` ♦ \ \ i' ;■ GRADING LIMITS/ DEVELOPMENT J I ENVELOPE (TYP) 100-YEAR FLOOD PLAIN ---EROSION HAZARD _-,SETBACK , d e It— _� �.�I� _- _'s _ -- •. ' i �!Y: � •�iY ,rY LAY � V� �► � J/ �t-- -- �,�� " II��II � `� iY � r s!Y ,.r ,.r ,.z LY Y y! ��rt►� �. ��' �,� , • � � ram. • •Y •r .r •r •. r ..n . � .7 t, ,\ �' ..•Y.�r,-T�T. •:��i ICY•, � � The Engineering Planning Surveying Landscape Architecture Urban Design VILLAGES AT SILVERHAWKE / PHASE 2 W Offices located in Tucson, Phoenix and Flagstaff, Arizona, and Las Vegas, Nevada. LOTS 59 THROUGH 104 AND COMMON AREAS "A" (PRIVATE STREETS) AND 4444 Bast Broadway Group Tucson, Arizona (520) 881-7480 "B" (OPEN SPACE) Inc. Project RAINWATER HARVESTING PLAN RIPRAP BY CIVIL ENGINEERING ��PLANS(TYP) P) RIPRAP TO BE REMOVED PER CIVIL ENGINEERING PLANS (TYP) )'NON -MOTORIZED RAIL EASEMENT ;ISTING 20' SEWER ►SEMENT '[STING SEWER LINE ��\FIAT\ 34712 PETER NICHOLAS a RUMNEY P18WI00006 �fm s, ned•• ONA v� REF: G1701487, OV115-003, OV914-002 xp/REs 03 OV16028314 OV1700647 No. Date Item Scale 1 =30' Job No. 182053-J-013 Date JULY 2018 Sheet Title File:Q:\182053\J-006 - Villages at Silverhawke\Landscape\10 RWHP phase 2\J006-RWHP- SHT 05_PHASE 2.dwg Plot Date:7/18/2018 3:28 PM By:jvuRfsisisns Designed By JF/ML/KB Checked By RWS Call at least two full working days before you begin excavation. !' 1 1: Arizona Blue Stake, Inc. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 '(Y 54544 '19V\ \\ Sheet ROBERT W SCHLICHER ofe S, o�1 >�� _ fined . r_ • of EXPIRES 6/30/2019