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HomeMy WebLinkAboutOV1700256OPO JP��EV ARi�+�yv (7 V �01 N ED''9'1- Community Development and Public Works February 10, 2017 Bruce Brown Mike Jones Engineering and Environmental Consultants, Inc. Insight Homes. Inc. 555 E. River Road, Suite 301 3561 E. Sunrise Dr. STE 301 Tucson, AZ 85704 Tucson, AZ 85718 bbrown(@eecorp.com Mike@insighthomes.com Re: Revised Lot Access La Canada Ridge Subdivision Lots 22-24 Dear Mr. Brown, Thank you for submitting a pre -application for revised lot access to lots 22-24 in La Canada Ridge. We look forward to working with you as we proceed through the planning process. The purpose of this letter is to reiterate comments and issues discussed at the Development Review Committee meeting of Friday, February 10, 2017. Based on your pre -application, staff offers the following comments in order to assist you in preparing a formal submittal. Please note that these comments are preliminary in nature and should not be considered an exhaustive code review. Review and Approval Process Revised access to lots 22-24 is a Final Plat Amendment as defined in Section 22.9.F. The application will require the following approvals: 1. The Planning and Zoning Administrator shall be permitted to approve Minor Plat Amendments according to the following: a. Driveway relocations as approved by the Town Engineer b. Criteria to evaluate minor plat amendments include: i. Must be in substantial conformance with the approved subdivision design (e.g. lot number and pattern, street configuration, subdivision boundary, etc.) ii. No material changes to the terms or conditions of the approved final plat. iii. No changes to open space designation. iv. No adverse impacts to an adjacent property, as determined by the Planning and Zoning Administrator and/or Town Engineer. c. Decision and Findings i. If it is determined that the proposed final plat amendment complies with the minimum requirements of this section, the approved amendment shall be sent to the Pima County Recorder's Office for recordation. ii. The Town Council shall be notified of any approval. iii. If it is determined that the proposed final plat amendment does not comply with the minimum requirements of this section, a letter of denial shall be issued to the applicant informing them that the request requires a Town Council approval. 2. Establish access easement(s) on lots 22 and 23 for driveways. Reviewed by Town Staff. Planning Comments: 1. Ensure the driveways for each home can accommodate the required two (2) parking spaces and two (2) guest parking spaces per dwelling unit (Section 27.7.D). 2. Access drives shall provide adequate storage length to prevent stopped vehicles from obstructing entering vehicles or vehicles traveling along the internal circulation roadways (Section 27.7.G). 3. In the R1-20 zoning district the following building setbacks are required (Section 23.4): i. Front-30' feet ii. Side-15' feet iii. Rear-20' feet 4. The front line is the property line along the street on which the lot is addressed, for residential lots. The rear lot line is opposite the most distance from the front lot line (Section 31). 5. Provide an access easement on lots 22 and 23 for driveways. 6. Building Height is eighteen (18') feet or two stories. 7. Minimum distance between buildings is ten (10') feet. 8. The owners of lots 24 and 25 shall not construct any permanent structure (I.E. Masonry walls, fences, etc.) on or through the public sewer easement without the separate written consent of the Pima County Wastewater Management Department. 9. The following lots contain 100-year flood limits: 12-29, 31 & 33. Any disturbance or encroachment into the 100-year flood limits will require a floodplain use permit and possible additional hydraulic analysis to be provided for the Town of Oro Valley. 10. Lots 12-15, 17-19, 23-258 and 29 may need bank protection in order to have a pool, spa, or other amenities. 11. Garages shall constitute no more than 50% of the front fagade of the house and garages will not project more than five (5) feet in front of the house. WATER COMMENTS: The water meter box for lot 22 must be outside of the proposed driveway. ENGINEERING COMMENTS: See attached letter dated February 10, 2017. Summary: 1. Additional information is available online at: • The Zoning Code is available online at: www.orovallevaz.gov. For formal submittal, please refer to attached document titled "Final Plat Amendment Requirements." Thank you again for meeting with us. If you have any questions, please do not hesitate to contact me at 520-229-4836 or msimms@orovalleyaz.gov. Sincerely, Ma6vu,s Milini Simms Planner -t 1-9- ■ 01 �NC9. o�P q�,zo TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT " 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 - PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovalleyaz.gov FOUNDED "I 1.2 GENERAL APPLICATION FORM Office OV Case #: DV 11W iD Application Type: J /- ^ lr 1 ❑ Major General Plan Amendment ❑ Final Plat, g pp `' ❑ Rezoning/PAD /PAD Amendment ❑ Pre -Application 2 6 2017 ❑ Planned Area Development ❑ Zoning Verification ❑ 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 ZI Other P.yV i SE L-c T Accu5s Subject Property Information: Address: /Z-`l3 5 1287 �J, Pu+C,rA tA GREbA Parcel/Tax Code: y►9 `4-`i--1050 2-0 - 49 .-l0/oc' Subdivision / Commercial Center Name: LA 6,4,JAp,q Book / Page or Sequence Number: 2-006l o Sc' 5 C'6 Lot Number(s) 2Z i L3 , 24- Legal Description: 4 pe'P-noA) OG 7lf� �Wl4 ct- rt/E NW/1- or seL. 35 % 11-S/ Section/Township/Range: SE67"(ON 3S, r-1� i2-13 ~C Area of Property: z,Z5 tCRES Existing Land Use: '�"N(�`Lf- rAMrLV f2FS/✓7�iJ1GC Proposed Land Use: Si/V a �.�'/Ly /ZES!1�CUCC Applicant Information: Applicant *: Name: Or UGC E/;ZCW Al * If more than one, attach list Firm: 4Afb CDAfSJt7W,-5-, /jIC Address: 555 E. ,QI VErP- Rb,� SJi 7-6- 30 1 City: % uGSE'A/ State: fi• Z Zip: 957674- Telephone: 520-321-4625 Fax: 52p-321-0333 Email: bbrawn �, eeccorf-tom Property Owner(s) if different from Applicant *: Name: A11K6- JOIJE5 Firm: /nJSI4"V7- I�OMe5, IA16, Address: 35 6 E• S JA/R/SC A,2;, $'J/7E 20 1 City: %%U� State: Zip: g57/ 8 Telephone: 77- (a& e$ Fax: 521) - 57 7 -. 49f Email: M / ke �d— / 4-5 1, f/-1CMe5'. CCM Consultant: EN4/NEYP-ISy2v4l"'"- (Discipline) Name: /3i4(iCE 62,vQ)A1 Firm: EAJ61A/C-r,q-'n14 I- dws Address: 555 t, 91VE-P %Zb, . S(s'/ 7 r -?af City: %U/C5-cd State: AZ zip: 85Jo9- Telephone: SZo -3-2 I - ¢b Z4- Fax: 540-9 21- a 333 Email: b jry urn CGC G o�'O . CUfti 1 0 U . Project Description/Narrative: (SEE frmcffcA 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. 15rUc-4-brown t � �20►7 Applica s ignatur„���� IYIL , Print Name j7AT1r -Batt 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 Division Manager or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 5 4625 East Fort Lowell Road i Tucson, Arizona 85712 1 Tel 520.321.4625 I Fax 520.321.0333 01/25/2017 EEC No.207079.02 207079.02 La Canada Ridge Lots 22-23-24 Narrative LA CANADA RIDGE LOTS 22, 23 & 24 JAN F 20, The current owners wish to alter driveway access to address the following pre-existing site condition issues affecting lots 22, 23 and 24: 1. The location of the 100-Year Floodplain and Erosion Hazard Setback limits the usable space of these lots. See attached exhibits Lot 23 Driveway, Lot 23 Pad Raised, Lot 24 Driveway, and Lot 24 Pad Raised. 2. There is a substantial grade difference between Placita La Greda and the building pad locations. See attached exhibits Lot 23 Driveway, Lot 23 Pad Raised, Lot 24 Driveway, and Lot 24 Pad Raised. These existing conditions will require one or both of the following remedies if no change is made to the access: 1. Raise building pad elevation which will increase fill and require substantial retaining walls. Raising pad grades will negatively impact the aesthetics of the neighborhood, with higher rooftops potentially blocking the views of surrounding neighbors, as well as increasing the amount of retaining walls viewable by the surrounding neighbors. 2. Build very steep driveways that will reduce the margin of safety for the lots in question and the surrounding neighbors. A change in driveway location solves these issues: 1. Building pads will be lower. This will have a positive impact on the neighborhood's aesthetics. 2. Less fill will be required. This will reduce the footprint of the building site and have a positive impact on the neighborhood aesthetics. 3. Driveways to homes will be a reasonable grade. This will make for safer access to the lots by their residence and for the neighborhood as a whole. v�v�vr..•� r-irt Fo.[ora� 58/84 55/13 DESERT FAIRWAYS 53/100 C DRIVE 57/92 c 0 BEECH WAY U,��, 58/09 �57/70 of C) ' 3"=1 MILE Z CD CD pQP-54/75 48/27 TOWN OF ORO VALLEY 27 26 MOORE ROAD 26 25 ■II■II■II■ I 1 II I PIMA COUNTY z ill■II■II■I 34 ■II■11■II 35 35 36 N z 58/40 53/63 53/83 M 4 O o Q fV J M -' """"""' SUBJECT 48/33 PROPERTIES ° 51 2 SUNKIST ROAD = 3 U - LA CANADA ' 47/69 COPPER E Q DRIVE PIMA COUNTY: 0 48/85 SPRING TRAIL ° L■II■II■II■11■II■II■II■Ilr 52/28 i TOWN OF 57 35 o o - .11.II.il.1� ORO VALLEY N N 47 W L 47 WASHBED DRIVE 34 35—TANGERINE ROAD-35 36 N N 3 2 2 1 50/13 40/50 6/257/66 41/11 42/30 vrnaci - In Cr a 0 o Q c U � Q ° J Z Q O U of n O Q N 3 2 NARANJA DRIVE 2 1 U 0 10 11 12 LOCATION MAP 11 1r, LOCATED IN PORTIONS OF THE WEST HALF JA 2 6 2017 OF SECTION 35, T-11—S, R-13—E, G.&S.R.M., N TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA` """" "•• ° CL Engineering and Environmental Consultants, Inc. 01 /25/1 7 4625 E. FT. LOWELL RD. EEC No. 207079.02 TUCSON, ARIZONA 85712 520-321-4625 —COC SHT 1 OF 2 UN 110p1Sb u AERIAL MAP LOCATED IN PORTIONS OF THE WEST HALF OF SECTION 35, T-11—S, R-13—E, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 CL Engineering and Environmental Consultants, Inc. cuc 4625 E. FT. LOWELL RD. TUCSON, ARIZONA 85712 520-321-4625 a JAN 2 6 2017 jil 01 %25%17 EEC No. 207079.02 SHT2OF2 av �� ooast� -GETATION AS STATED BY THE TOWN OF ORO VALLEY ZONING CODE ALL UTILITY 'ENCHES ARE TO BE RESTORED TO THEIR ORIGINAL NATURAL CONDITIONS EXCESS SOIL GENERATED FORM EARTHWORK OPERATIONS SHALL BE REMOVED TOM THE SITE AND LAWFULLY DISPOSED OF OF, OR IF ALLOWED AND APPROVED Y THE TOWN ENGINEER, SITE MATERIAL MAY BE PLACED SO AS TO BECOME AN TEGRAL PART OF THE SITE DEVELOPMENT, ALL IN ACCORDANCE WITH THE HILLSIDE :VELOPMENT REGULATIONS. CUT AND F7LL SLOPES AND LOPE TREATMENT TO BE IN COMPLIANCE WITH THE _QUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVESTIGATION OR IE TOWN OF ORO VALLEY REVEGETA RON REQUIREMENTS. EXCESS SOIL MATERIAL GENERATED FROM EARTHWORK OPERATIONS SHALL NOT DISPOSED OF BY PUSHING OR PLACING 90 MATERIAL INTO THE AREAS =SIGNATED AS 100 YEAR FLOODPLAIN AREAS. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND ADEQUATE ?AINAGE. ELEVATION OF FINISHED PADS SHALL BE CERTIFIED BY A REGISTERED LAND )RVEYOR PRIOR TO POURING FOUNDATIONS. A COPY OF THE CERTIFICATION MUST APPROVED BY THE TOWN OF ORO VALLEY INSPECTION AND COMPLIANCE DIVISION ?TOR TO CALLING FOR BUILDING INSPECTIONS. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPECTION MUST BE 37AINEO FROM THE TOWN OF ORO VALLEY. CALL THE TOWN OF ORO VALLEY SPECT70N AND COMPLIANCE DIVISION AT (520) 229-4598 FOR A FINAL GRADING SPECTION AT LEAST 24 (TWENTY FOUR) HOURS IN ADVANCE, EXISTING U77UTY INFORMATION BASED ON FIELD SURVEY INFORMATION AND 3-BUILT PLANS. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES AND :LOCATE, IF NECESSARY, TO REMOVE UTILITIES FROM PROPOSED BUILDING )OTPRINTS. CONTRACTOR TO COORDINATE RELOCATION WITH UTILITY COMPANY IF =CESSARY. CONCRETE SPLASH BLOCKS SHALL BE PLACED AT ALL ROOF DRAIN OUTLETS. )NTRACTOR MAY CONSTRUCT RIP -RAP SPLASH PADS OVER FILTER FABRIC OR TOUTED RIP -RAP IN LIEU OF SPLASH BLOCKS. . REFERENCE FINAL PLAT, BOOK 64 MAPS AND PLATS, PACE 12 FOR PARCEL FORMATION. CONTRACTOR TO COORDINATE FINAL U71LITY ROUTING AND SIZE. A BACKWATER VALVE IS REQUIRED FOR LOT 24. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION IN UNPAVED AREAS, IALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE 41T VERTICAL IN 20 UNITS HORIZONTAL (5X SLOPE) FOR A MINIMUM DISTANCE OF FEET MEASURED PERPENDICULAR TO THE WALL. IF PHYSICAL OBSTRUCTIONS OR IT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5X SLOPE SHALL BE ?OVIDEO TO AN APPROVED ALTERNA7VE METHOD OF DIVERTING WATER AWAY ,OM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED AT A NIMUM OF 0.5X WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. FINISHED SLOPES MUST CONFORM TO THE FOLLOWING: J. I (HORIZONTAL/VERTICAL FOR FLATTER SHALL BE REVEGETATED SIMILAR TO SURROUNDING DESERT. SLOPES 2.1 OR FLATTER BUT STEEPER THAN 3:1 SHALL BE STABILIZED WITH ROCK RIP -RAP OVER FLIER FABRIC. SLOPES STEEPER THAN 2.1 SHALL BE STABILIZED WITH GROUTED RIP -RAP OR RETAINING WALLS AS APPROPRIATE. SLOPES SHALL NOT EXCEED 1:1. ALTERNATIVE METHODS OF STABILIZATION MAY BE ALLOWED WHEN SUPPORTED BY A GEOTECHNICAL REPORT PREPARED BY AN ARIZONA REGISTRANT. PER GENERAL NOTE 32 OF THE FINAL PLAT FOR LA CANADA RIDGE, LOT 22 4Y NEED BANK PROTECTION IN ORDER T HAVE A POOL, SPA, OR OTHER 1ENITIES. NO POOLS, SPA, OR OTHER AMENITIES SHALL BE PLACED WITHIN THE ?05101V HAZARD SETBACK WITHOUT EROSION MITIGATION AND APPROVAL FROM THE INN OF ORO VALLEY. A FLOODPLAIN USE PERMIT AND ADDITIONAL ANALYSIS MAY REQUIRED BY THE TOWN OF ORO VALLEY TO DETERMINE APPROPRIATE TIGA71ON METHODS IF A POOL, SPA, OR OTHER AMENITY IS PROPOSED WITHIN THE ?OS10N HAZARD SETBACK AND/OR FLOODPLAIN LIMITS. 'ASIS OF BEARINGS IE BASIS OF BEARING FOR THIS PROJECT IS N89'16'04'E UPON THE SOUTH LINE OF THE )UTHEAST QUARTER OF SECTION 35, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G&SRM, PIMA COUNTY, ?IZONA, AS SHOWN ON CONSTRUCTION PLANS OF LA CANADA DRIVE FOR THE TOWN OF ORO cLLEY, ARIZONA. 'ASIS OF ELEVATIONS IE BASIS OF ELEVATION FOR THIS PROJECT IS A FOUND GLO MONUMENT ON THE NW CORNER OF NARANJA ?IVE AND MONTERRA VISTA DRIVE. THE GLO MONUMENT BEING THE COMMON CORNER FOR SECTIONS 1, 2, 11 12, T-11-5, R-13-E, G&SRM, PIMA COUNTY, AZ. SAID ELEVA7I0N=2693.76 (NAVD88 DATUM). OCAL BENCHMARK T PK NAIL ON TOP BACK OF CURB AT THE SOUTHWEST CURB RETURN INTERSEC77ON OF LA CANADA RIDGE ID PLACITA LA GREDA. 14L) FI FVATIt)N=2R34. 34 I'NAVT)RR DATUM). 0A 1 SEE STRUCTURAL PLANS FOR DEPTH LV 1 144 "%�gfzoi�D LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A PORTION OF SECTION 35, T-11-5, R-13-E, ' G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA 2846f Lp 2848— — \ / � ✓� / � Imo\ �\ ( / �` 28 L � I 2845i'�Qj'L4 MIRRORED' IV IV /rye//� LEGEND BOUNDARY LOT 26 BUILDING SETBACK 100 YEAR FLOOD PLAIN LIMITS PROPOSED LIMITS OF GRADING SILT FENCE OR OTHER APPROVED BMP cWffq— ig . landdevelW-1 s eymg . en—tdszrvices sbUN .AdconW ddrai p uwr' bu. EXISTING MINOR CONTOUR 1 FT INTERVAL --2g60_ EXISTING MAJOR CONTOUR 5 FT INTERVAL •61-50 PROPOSED SPOT GRADE -- FLOW ARROW PIMA COUNTY 34 35 s3/e335 36 53/ THIS PROJECT se/aa63 �� c-- -- 51472 45/33 PIMA COUNTY I - ---- ` __— ---- TOWN OF .... e7/69 �. ORO VALLEY o IY a I as7/s U 34 35- T--ANGERINE ROAD -35 36 3 2 . �---- _ _2 _ ,1 LOCATION MAP A PORTION OF SECTION 35, T11S, R13E G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 20 10 0 20 40 SCALE.- 3"=1 MILE SCALE- I' = 20' KEYNOTES iO PROPOSED WALL BY OTHERS. BOTTOM OF FLOOD WALL (BF) = 33.65. SEE WALL DETAIL THIS SHEET. 20 PROPOSED CONCRETE DRIVEWAY O PROPOSED LIMITS OF GRADING ® 100 YEAR FLOODPLAIN LIMITS O PROPOSED ELECTRIC © PROPOSED WATER SERVICE 7O PROPOSED SEWER SERVICE ® 10' PUBLIC UTILITY EASEMENT PER FINAL PLAT, SK 64 M&P, PG 12 9O 101ER057ON HAZARD SETBACK LINE PER APPROVED DRAINAGE REPORT FOR LA CANADA HILLS, PREPARED BY BOGARDUS ENGINEERING LLC, PROJECT NUMBER 04-022-A-0010. OWNER/DEVELOPER INSIGHT INVESTMENT COMPANY 3561 E. SUNRISE DRIVE, SUITE 201 TUCSON. AZ 85718 ATTN: MIKE JONES TEL: (520) 577-6688 FAX. (520) 577-5484 ENGINEER ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. 4625 E FT. LOWELL ROAD TUCSON, ARIZONA 85712 ATTN: RYAN STUCKI, P.E. TEL: (520) 321-4625 FAX. (520) 321-03JJ ENGINEER'S ESTIMATED EARTHWORK QUANTITY CUBIC YARDS CUT..........................................................................0 CUBIC YARDS FILL (15% SHRINKAGE)........................................945 TOTAL (IMPORT)..........................................................................945 NOTE TOTAL GRADED AREA EXCLUDING DRIVEWAY AND UTILITIES IS 9,125 SF LOT 24 LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A PORTION OF SECTION 35, T-11—S, R-13—E, G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA EEC 20%07: c :JIKILItU IU IHtIK NAIUKAL JIAIt by UIILIZIN7i UKUULHI KG5IJIANI "GETATION AS STATED BY THE TOWN OF ORO VALLEY ZONING CODE ALL UTILITY 'ENCHES ARE TO BE RESTORED TO THEIR ORIGINAL NATURAL CONDITIONS EXCESS SOIL GENERATED FORM EARTHWORK OPERATIONS SHALL BE REMOVED TOM THE SITE AND LAWFULLY DISPOSED OF OF, OR IF ALLOWED AND APPROVED Y THE TOWN ENGINEER, SITE MATERIAL MAY BE PLACED SO AS TO BECOME AN TEGRAL PART OF THE SITE DEVELOPMENT, ALL IN ACCORDANCE WITH THE HILLSIDE _VELOPMENT REGULATIONS. CUT AND FILL SLOPES AND LOPE TREATMENT TO BE IN COMPLIANCE WITH THE _QUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVESTIGATION OR 'E TOWN OF ORO VALLEY REVEGETATION REQUIREMENTS. EXCESS SOIL MATERIAL GENERATED FROM EARTHWORK OPERATIONS SHALL NOT DISPOSED OF BY PUSHING OR PLACING SID MATERIAL INTO THE AREAS _SIGNATED AS 700 YEAR FLOOOPLAIN AREAS. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND ADEQUATE ?AINAGE. ELEVA7ION OF FINISHED PADS SHALL BE CERTIFIED BY A REGISTERED LAND IRVEYOR PRIOR TO POURING FOUNDATIONS. A COPY OF THE CERTIFICATION MUST APPROVED BY THE TOWN OF ORO VALLEY INSPECTION AND COMPLIANCE DIVISION WOR TO CALLING FOR BUILDING INSPECTIONS. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPEC7ION MUST BE 1TAINED FROM THE TOWN OF ORO VALLEY. CALL THE TOWN OF ORO VALLEY SPECTION AND COMPLIANCE DIVISION AT (520) 229-4898 FOR A FINAL GRADING SPECTION AT LEAST 24 (TWENTY FOUR) HOURS IN ADVANCE. EXIS77NG UTILITY INFORMATION BASED ON FIELD SURVEY INFORMATION AND 3-BUILT PLANS. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES AND 10CATE IF NECESSARY, TO REMOVE UTILITIES FROM PROPOSED BUILDING )OTPRINTS. CONTRACTOR TO COORDINATE RELOCA77ON WITH UTILITY COMPANY IF _CESSARY. CONCRETE SPLASH BLOCKS SHALL BE PLACED AT ALL ROOF DRAIN OUTLETS. )NTRACTOR MAY CONSTRUCT RIP -RAP SPLASH PADS OVER FILTER FABRIC OR ZOUTED RIP -RAP IN LIEU OF SPLASH BLOCKS. . REFERENCE FINAL PLAT, BOOK 64 MAPS AND PLATS, PACE 12 FOR PARCEL FORMATION. CONTRACTOR TO COORDINATE FINAL UTILITY ROUTING AND SIZE. A BACKWATER VALVE IS REQUIRED FOR LOT 23. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION IN UNPAVED AREAS, IALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE 41T VERTICAL IN 20 UNITS HORIZONTAL (57. SLOPE) FOR A MINIMUM DISTANCE OF FEET MEASURED PERPENDICULAR TO THE WALL. IF PHYSICAL OBSTRUCTIONS OR IT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5% SLOPE SHALL BE 20VIDE0 TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY ?OM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED AT A NIMUM OF 0.5x WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. FINISHED SLOPES MUST CONFORM TO THE FOLLOWING: 3:1 (HORIZONTAL/VERTICAL FOR FLATTER SHALL BE REVEGETATED SIMILAR TO SURROUNDING DESERT SLOPES 2.1 OR FLATTER BUT STEEPER THAN J.I SHALL BE STABILIZED WITH ROCK RIP -RAP OVER FILTER FABRIC. SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED WITH GROUTED RIP -RAP OR RETAINING WALLS AS APPROPRIATE SLOPES SHALL NOT EXCEED 1:1. ALTERNA7IVE METHODS OF STABILIZATION MAY BE ALLOWED WHEN SUPPORTED BY A GEOTECHNICAL REPORT PREPARED BY AN ARIZONA REGISTRANT PER GENERAL NOTE 32 OF THE FINAL PLAT FOR LA CANADA RIDGE, LOT 22 4Y NEED BANK PROTECTION IN ORDER T HAVE A POOL, SPA, OR OTHER AENITIES. NO POOLS, SPA, OR OTHER AMENITIES SHALL BE PLACED WITHIN THE TOSION HAZARD SETBACK WITHOUT EROSION MITIGATION AND APPROVAL FROM THE IWN OF ORO VALLEY. A FLOODPLAIN USE PERMIT AND ADDITIONAL ANALYSIS MAY _ REQUIRED BY THE TOWN OF ORO VALLEY TO DETERMINE APPROPRIATE 77CA71ON METHODS IF A POOL, SPA, OR OTHER AMENITY IS PROPOSED WITHIN THE 20SION HAZARD SETBACK AND/OR FLOODPLAIN LIMITS. 'ASIS OF BEARINGS IE BASIS OF BEARING FOR THIS PROJECT IS N89,16'04"E UPON THE SOUTH LINE OF THE SOUTHEAST TARTER OF SECTION 35, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G&SRM, PIMA COUNTY, ARIZONA, AS SHOWN I CONSTRUC71ON PLANS OF LA CANADA DRIVE FOR THE TOWN OF ORO VALLEY, ARIZONA. 'ASIS OF ELEVATIONS 'E BASIS OF ELEVATION FOR THIS PROJECT IS A FOUND GLO MONUMENT ON THE NW CORNER OF NARANJA -~ 71VE AND MONTERRA VISTA DRIVE. THE GILD MONUMENT BEING THE COMMON CORNER FOR SECTIONS 1, Z 11 12, T-11-S, R-13-E, G&SRM, PIMA COUNTY, AZ. SAID ELEVA770N=2693.76 (NAVD88 DATUM). OCAL BENCHMARK 7 PK NAIL ON TOP BACK OF CURB AT THE SOUTHWEST CURB RETURN INTERSECTION OF LA CANADA RIDGE JD PLACITA LA GREDA. VD ELEVATI0N=2834.34 (NAVD88 DATUM). SEE STRUCTURAL f=x_ PLANS FOR DEPTH LV 11U L� wA LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A PORTION OF SECTION 35, T-11-5, R-13-E, G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA Fir y( �o 2g44i i \ \ 43- dvdengmeenng . lwddeueM mt sury m . envimmnenta _we A6Amg . Mod—Ud anddrd 4e nallspabt- PIMA COUNTY 34 f 35 i I 53/8335I 36 THIS PROJECT I 5a/� 53/63 i 1 r II 51(72 4B%33 1 PIMA COUNTY ---- ---- -- M OF a�/se _ `l ORO VALLEY a! , z I ' S�/3s 52/25 48/05 U' 34 -36- TANGERINE ROAD-- " - 35- 36- 3 2 ---,- -__ \ -2 -4 LOCATION MAP A PORTION OF SECTION 35, T11S, R13E G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 20 10 0 20 40 SCALE: 3"=1 MILE SCALE. I' = 20' KEYNOTES O PROPOSED WALL BY OTHERS. BOTTOM OF FLOOD WALL (BF) = 34.34. SEE WALL DETAIL 714IS SHEET. 20 PROPOSED CONCRETE DRIVEWAY O PROPOSED LIMITS OF GRADING ® 100 YEAR FLOODPLAIN LIMITS O PROPOSED ELECTRIC © PROPOSED WATER SERVICE 70 PROPOSED SEWER SERVICE ® 10' PUBLIC UTILITY EASEMENT PER FINAL PLAT, BK 64 M&P, PG 12 0 10' EROSION HAZARD SE78ACK LINE PER APPROVED DRAINAGE REPORT FOR LA CANADA HILLS, PREPARED BY BOGARDUS ENGINEERING LLC, PROJECT NUMBER 04-022-A-0010. ri ri tr]c/i �2g60- •61.50 OWNER/DEVELOPER INSIGHT INVESTMENT COMPANY 3561 E. SUNRISE DRIVE, SU17E 201 TUCSON, AZ 85718 ATTN. MIKE JONES TEL: (520) 577-6688 FAX. • (520) 577-5484 BOUNDARY LOT 26 BUILDING SETBACK 100 YEAR FLOOD PLAIN LIMITS PROPOSED LIMITS OF GRADING SILT FENCE OR OTHER APPROVED BMP EXISTING MINOR CONTOUR 1 FT INTERVAL EXISTING MAJOR CONTOUR 5 FT INTERVAL PROPOSED SPOT GRADE FLOW ARROW ENGINEER ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. 4625 E. FT. LOWELL ROAD TUCSON, ARIZONA 85712 ATTN: RYAN STUCKI, P.E. TEL: (520) 321-4625 FAX: (520) 321-0333 ENGINEER'S ESTIMATED EARTHWORK QUANTITY CUBIC YARDS CUT.........................................................................9 CUBIC YARDS FILL (15R SHRINKAGE)......................... :............. 880 TOTAL (IMPORT) .......................................... ........871 l l NOTE. tY 201 ! TOTAL GRADED AREA EXCLUDING DRIVEWAY AND U77LI77ES IS 9,750 SF L r LOT 23 LA CANADA RIDGE BOOK 64 M&P, PAGE 72 A PORTION OF SEC71ON 35, T-11—S, R—iJ—E, G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA EEC 20707E I :JINIUMU IU IMIK NAIUKAL JIAlt Cf UIILIZINU UKUUIsHI NtSIb IANI 'GETATION AS STATED BY THE TOWN OF ORO VALLEY ZONING CODE ALL UTILITY 'ENCHES ARE .TO BE RESTbRED TO THEIR ORIGINAL NATURAL CONDITIONS. EXCESS SOIL GENERATED FORM EARTHWORK OPERA7IONS SHALL BE REMOVED 'OM THE SITE AND LAWFULLY DISPOSED OF OF, OR IF ALLOWED AND APPROVED I THE TOWN ENGINEER, SITE MATERIAL MAY BE PLACED SO AS TO BECOME AN TEGRAL PART OF THE SITE DEVELOPMENT, ALL IN ACCORDANCE WITH THE HILLSIDE :VELOPMENT REGULATIONS. CUT AND FILL SLOPES AND LOPE TREATMENT TO BE IN COMPLIANCE WITH THE :QUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVES77GATION OR 'E TOWN OF ORO VALLEY REVEGETATION REQUIREMENTS. EXCESS SOIL MATERIAL GENERATED FROM EARTHWORK OPERATIONS SHALL NOT DISPOSED OF BY PUSHING OR PLACING SID MATERIAL INTO THE AREAS :SIGNATED AS 100 YEAR FLOODPLAIN AREAS. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND ADEQUATE 2AINAGE. ELEVA7ION OF FINISHED PADS SHALL BE CERTIFIED BY A REGISTERED LAND IRVEYOR PRIOR TO POURING FOUNDA710NS. A COPY OF THE CERTIFICATION MUST APPROVED BY THE TOWN OF ORO VALLEY INSPECTION AND COMPLIANCE DIVISION WOR TO CALLING FOR BUILDING INSPECTIONS. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPECTION MUST BE ITAINED FROM THE TOWN OF ORO VALLEY. CALL THE TOWN OF ORO VALLEY SPECT70N AND COMPLIANCE DIVISION AT (520) 229-4898 FOR A FINAL GRADING SPECTION AT LEAST 24 (TWENTY FOUR) HOURS IN ADVANCE. EXISTING U77LITY INFORMATION BASED ON FIELD SURVEY INFORMATION AND 3-BUILT PLANS. CONTRACTOR TO VERIFY LOCATION OF EXISTING U77LI71ES AND 10CATE IF NECESSARY, TO REMOVE UTILITIES FROM PROPOSED BUILDING )07PRINTS. CONTRACTOR TO COORDINATE RELOCATION WITH U77LITY COMPANY IF =CESSARY. CONCRETE SPLASH BLOCKS SHALL BE PLACED AT ALL ROOF DRAIN OUTLETS. )NTRACTOR MAY CONSTRUCT RIP -RAP SPLASH PADS OVER FILTER FABRIC OR 20UTED RIP -RAP IN LIEU OF SPLASH BLOCKS. . REFERENCE FINAL PLAT, BOOK 64 MAPS AND PLATS, PACE 12 FOR PARCEL FORMATION. CONTRACTOR TO COORDINATE FINAL U77UTY ROU17NG AND SIZE. A BACKWATER VALVE IS REQUIRED FOR LOT 23. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION IN UNPAVED AREAS, TALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE 41T VERTICAL IN 20 UNITS HORIZONTAL (57 SLOPE) FOR A MINIMUM DISTANCE OF FEET MEASURED PERPENDICULAR TO THE WALL IF PHYSICAL OBSTRUCTIONS OR )T LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5X SLOPE SHALL BE ?OVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY TOM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED AT A NIMUM OF 0.5X WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. FINISHED SLOPES MUST CONFORM TO THE FOLLOWING. J.I (HORIZONTAL/VERTICAL FOR FLATTER SHALL BE REVECETATED SIMILAR TO SURROUNDING DESERT. SLOPES 2:1 OR FLATTER BUT STEEPER THAN J.I SHALL BE STABILIZED WITH ROCK RIP -RAP OVER FILTER FABRIC. SLOPES STEEPER THAN 2.1 SHALL BE STABILIZED WITH GROUTED RIP -RAP OR RETAINING WALLS AS APPROPRIATE SLOPES SHALL NOT EXCEED 1:1. ALTERNATIVE METHODS OF STABILIZATION MAY BE ALLOWED WHEN SUPPORTED BY A GEOTECHNICAL REPORT PREPARED BY AN ARIZONA REGISTRANT. PER GENERAL N07E 32 OF THE FINAL PLAT FOR LA CANADA RIDGE, LOT 22 4Y NEED BANK PROTECTION IN ORDER T HAVE A POOL, SPA, OR OTHER AENIRES NO POOLS, SPA, OR OTHER AMEN177ES SHALL BE PLACED WITHIN THE TOSION HAZARD SETBACK WITHOUT EROSION MI77CA77ON AND APPROVAL FROM THE )WN OF ORO VALLEY. A FLOODPLAIN USE PERMIT AND AD0177ONAL ANALYSIS MAY REQUIRED BY THE TOWN OF ORO VALLEY TO DETERMINE APPROPRIATE TTGATION METHODS IF A POOL, SPA, OR OTHER AMENITY IS PROPOSED WITHIN THE 20SION HAZARD SETBACK AND/OR FLOODPLAIN LIMITS. 'ASIS OF BEARINGS 'E BASIS OF BEARING FOR THIS PROJECT IS N8996'04'E UPON THE SOUTH LINE OF THE SOUTHEAST TARTER OF SECTION 35, TOWNSHIP 11 SOUTH, RANGE 13 EAST G&SRM, PIMA COUNTY, ARIZONA, AS SHOWN J CONSTRUCTION PLANS OF LA CANADA DRIVE FOR THE TOWN OF ORO VALLEY, ARIZONA. 'ASIS OF ELEVATIONS 'E BASIS OF ELEVATION FOR THIS PROJECT IS A FOUND OLD MONUMENT ON THE NW CORNER OF NARANJA 21VE AND MONTERRA VISTA DRIVE. THE GLO MONUMENT BEING THE COMMON CORNER FOR SEC77ONS 1, 2, 11 IZ T-11-S, R-13-E, G&SRM, PIMA COUNTY, AZ SAID ELEVATION=2693.76 (NAVD88 DATUM). OCAL BENCHMARK .T PK NAIL ON TOP BACK OF CURB AT THE SOUTHWEST CURB RETURN INTERSECTION OF LA CANADA RIDGE JD PLACITA LA GREDA. IID ELEVA770N=2834.34 (NAV088 DATUM). SEE STRUCTURAL PLANS FOR DEPTH LV 11U LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A POR77ON OF SECTION 35, T-11-5, R-13-E, G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA Lo _ 2844 I ill � � •.' �,--. J� �\i/ / (r� 2843— / \� i cl a and mgm-mg • lwddevelup f surveying . mnmammfalsemres n �w �^^nw aQr ^a«< ds. sh,6ng . Mod con6d am,' dremage � wnn �ww nw �w 6ansporla6'm PIMA COUNTY 34 35 5 /8335 36 THIS PROJECT 5�/< 3/53 - I 5•, 72 e9/33 I•'�. PIMA COUNTY {1{FF{r - TDWN DF ' ORO VALLEY o' \ 47/69 Q52/28 57/35 48/85 34 35---TANGERINE ROAO0- ---------M 36 3 2 2 d 20 10 0 20 40 SCALE.' I' = 20' KEYNOTES LOCATION MAP A PORTION OF SEC77ON 35, T11S, R13E G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SCALE. 3"=1 MILE 10 PROPOSED WALL BY OTHERS. BOTTOM OF FLOOD WALL (BF) = 34.34. SEE WALL DETAIL THIS SHEET. 2O PROPOSED CONCRETE DRIVEWAY 3O PROPOSED LIMITS OF GRADING ® 100 YEAR FLOODPLAIN LIMITS O PROPOSED ELECTRIC © PROPOSED WATER SERVICE 7O PROPOSED SEWER SERVICE ® TO' PUBLIC U77LITY EASEMENT PER FINAL PLAT, BK 64 M&P, PG 12 90 fO' EROSION HAZARD SETBACK LINE PER APPROVED DRAINAGE REPORT FOR LA CANADA HILLS, PREPARED BY BOGARDUS ENGINEERING LLC, PROJECT NUMBER 04-022-A-001D. LEGEND 2860— •61.50 OWNER/DEVELOPER INSIGHT INVESTMENT COMPANY 3561 E. SUNRISE DRIVE, SU17E 201 TUCSON, AZ 85718 ATTN: MIKE JONES TEL: (520) 577-6688 FAX (520) 577-5484 BOUNDARY LOT 26 BUILDING SETBACK 100 YEAR FLOOD PLAIN LIMITS PROPOSED LIMITS OF GRADING SILT FENCE OR OTHER APPROVED BMP EXISTING MINOR CONTOUR 1 FT INTERVAL EXISTING MAJOR CONTOUR 5 FT INTERVAL PROPOSED SPOT GRADE FLOW ARROW ENGINEER ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. 4625 E. FT. LOWELL ROAD TUCSON, ARIZONA 85712 ATTN: RYAN STUCKI, P.E. TEL: (520) 321-4625 FAX. (520) 321-0333 ENGINEER'S ESTIMATED EARTHWORK QUANTITY CUBIC YARDS CUT........................................................................9 CUBIC YARDS FILL (15% SHRINKAGE)....... ..... .880 TOTAL (IMPORT) ........................ ,4 871 rr, ILI• i NOTE 1 `fit F TOTAL GRADED AREA EXCLUDING 3 11 1i rlll[ DRIVEWAY AND U77LI77ES IS 9,750 SF"' 26 2017 ],f LOT 23 LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A POR71ON OF SECTION J5, T-11-S, R-13-E, 5q vi fsLM1� N� EEC 20707E 'GETATION AS STATED BY THE TOWN OF ORO VALLEY ZONING CODE. ALL UTILITY 'ENCHES ARE TO BE RESTORED TO THEIR ORIGINAL NATURAL CONDITIONS EXCESS SOIL GENERATED FORM EARTHWORK OPERA7IONS SHALL BE REMOVED TOM THE SITE AND LAWFULLY DISPOSED OF OF, OR IF ALLOWED AND APPROVED r THE TOWN ENGINEER, SITE MATERIAL MAY BE PLACED 50 AS TO BECOME AN TEGRAL PART OF THE SITE DEVELOPMENT, ALL IN ACCORDANCE WITH THE HILLSIDE VELOPMENT REGULATIONS. CUT AND FILL SLOPES AND LOPE TREATMENT TO BE IN COMPLIANCE WITH THE "QUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVESTIGATION OR 'E TOWN OF ORO VALLEY REVEGETA770M REQUIREMENTS EXCESS SOIL MATERIAL GENERATED FROM EARTHWORK OPERATIONS SHALL NOT DISPOSED OF BY PUSHING OR PLACING 510 MATERIAL INTO THE AREAS :SIGNATED AS 100 YEAR FLOOOPLAIN AREAS. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND ADEQUATE ?AINAGE. ELEVATION OF FINISHED PADS SHALL BE CERTIFIED BY A REGISTERED LAND IRVEYOR PRIOR TO POURING FOUNDATIONS. A COPY OF THE CERIIFlCATION MUST APPROVED BY THE TOWN OF ORO VALLEY INSPECTION AND COMPLIANCE DIVISION ?TOR TO CALLING FOR BUILDING INSPECTIONS. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPECTION MUST BE ?TAINEO FROM THE TOWN OF ORO VALLEY. CALL THE TOWN OF ORO VALLEY SPECTION AND COMPLIANCE DIVISION AT (520) 229-4896 FOR A FINAL GRADING SPECTON AT LEAST 24 (TWENTY FOUR) HOURS IN ADVANCE. EXISTING U7ILITY INFORMA110N BASED ON FIELD SURVEY INFORMATION AND 3-BUILT PLANS. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES AND 10CATE, IF NECESSARY, TO REMOVE UTILITIES FROM PROPOSED BUILDING )OTPRINTS. CONTRACTOR TO COORDINATE RELOCATION WITH UTILITY COMPANY IF =CESSARY. CONCRETE SPLASH BLOCKS SHALL BE PLACED AT ALL ROOF DRAIN OUTLETS. )NTRACTOR MAY CONSTRUCT RIP -RAP SPLASH PADS OVER FILTER FABRIC OR ?OU7ED RIP -RAP IN LIEU OF SPLASH BLOCKS. . REFERENCE FINAL PLAT, BOOK 64 MAPS AND PLATS, PACE 12 FOR PARCEL FORMATION. CONTRACTOR TO COORDINATE FINAL UTILITY ROUTING AND SIZE. A BACKWATER VALVE IS REQUIRED FOR LOT 24. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION IN UNPAVED AREAS, TALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE 41T VERTICAL IN 20 UNITS HORIZONTAL (5X SLOPE) FOR A MINIMUM DISTANCE OF FEET MEASURED PERPENDICULAR TO THE WALL. IF PHYSICAL OBSTRUCTIONS OR IT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE A 5X SLOPE SHALL BE ?OWDEO TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY ?OM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED AT A NIMUM OF 0.55 WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. FINISHED SLOPES MUST CONFORM TO THE FOLLOWING: 3:1 (HORIZONTAL/VERTICAL FOR FLATTER SHALL BE REVEGETATED SIMILAR TO SURROUNDING DESERT SLOPES 2:1 OR FLATTER BUT STEEPER THAN 3:1 SHALL BE STABILIZED WITH ROCK RIP -RAP OVER FILTER FABRIC. SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED WITH GROUTED RIP -RAP OR RETAINING WALLS AS APPROPRIATE SLOPES SHALL NOT EXCEED 1:1. ALTERNATIVE METHODS OF STABILIZATION MAY BE ALLOWED WHEN SUPPORTED BY A GEOTECHNICAL REPORT PREPARED BY AN ARIZONA REGISTRANT PER GENERAL NOTE 32 OF THE FINAL PLAT FOR LA CANADA RIDGE, LOT 22 4Y NEED BANK PROTECTION IN ORDER T HAVE A POOL, SPA, OR OTHER AENITIES. NO POOLS, SPA, OR OTHER AMENITIES SHALL BE PLACED WITHIN THE ?OSION HAZARD SETBACK WITHOUT EROSION MITIGATION AND APPROVAL FROM THE )WN OF ORO VALLEY. A FLOOOPLAIN USE PERMIT AND ADDITIONAL ANALYSIS MAY REQUIRED BY THE TOWN OF ORO VALLEY TO DETERMINE APPROPRIATE TIGATION METHODS IF A POOL, SPA, OR OTHER AMENITY IS PROPOSED WITHIN THE ?OSION HAZARD SETBACK AND/OR FLOOOPLAIN LIMITS. 'ASIS OF BEARINGS 'E BASIS OF BEARING FOR THIS PROJECT IS N8916'04"E UPON THE SOUTH LINE OF THE )UTHEAST QUARTER OF SECTION 35, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G&SRM, PIMA COUNTY, ?IZONA, AS SHOWN ON CONSTRUCTION PLANS OF LA CANADA DRIVE FOR THE TOWN OF ORO ILLEY, ARIZONA. 'ASIS OF ELEVATIONS LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A PORTION OF SECTION 35, T-11-5, R-13-E, G&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA 2846 / l Y N \ I 0 2848— 2845 \ \ -LQY 24 MIRRORED J k, 'E BASIS OF ELEVATION FOR THIS PROJECT IS A FOUND GILD MONUMENT ON THE NW CORNER OF NARANJA ?IVE AND MONTERRA VISTA DRIVE. THE GLO MONUMENT BEING THE COMMON CORNER FOR SECTIONS 1, 2, 11 IZ T-11-Z R-13-E, G&SRM, PIMA COUNTY, AZ SAID ELEVATION=1693.76 (NAVD88 DATUM). OCAL BENCHMARK _T PK NAIL ON TOP BACK OF CURB AT THE SOUTHWEST CURB RETURN INTERSECTION OF LA CANADA RIDGE VD PLACITA LA GREDA. 110 FI EVATION=2R34-.34 (NAV)RR DATUM)• �A\ f• OF f r' SEE STRUCTURAL PLANS FOR DEPTH LEGEND BOUNDARY LOT 26 EXISTING MINOR CONTOUR i FT INTERVAL — — — — — — — BUILDING SETBACK � 2860_ EXIS77NG MAJOR CONTOUR 5 FT INTERVAL — — — — — 100 YEAR FLOOD PLAIN LIMITS -61.50 PROPOSED SPOT GRADE — — — — — — PROPOSED LIMITS OF GRADING FLOW ARROW SILT FENCE OR OTHER APPROVED BMP aril engm-mg • lardderacp_t surveying • eminonmeelaWse - r...wup em+ eao" w� ac VAng . AaW—ta m d drainage uu mx � auc nx¢ • wnw -inn t•n �w md^d00 PIMA COUNTY 34f 35 53/8335 36 THIS PROJECT I ' 56/40 53/63 3L 51472 48/33 PIMA COUNTY---- MMM OF 47/69 ORO VALLEY a ',' ^ r•� <i ' s7/3s 52/28 48/e5 34 -35-- TANGERINE —ROAU - -- 35-3E- 3 1 2 —. 2 a LOCATION MAP A PORTION OF SECTION 35, TITS, R13E G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 20 10 0 20 40 SCALE: 3'=1 MILE iiia SCALE. 1" = 20' KEYNOTES lO PROPOSED WALL BY OTHERS BOTTOM OF FLOOD WALL (BF) = 33.65. SEE WALL DETAIL THIS SHEET. 20 PROPOSED CONCRETE DRIVEWAY 3O PROPOSED LIMITS OF GRADING ® 100 YEAR FLOOOPLAIN LIMITS O PROPOSED ELECTRIC © PROPOSED WATER SERVICE 70 PROPOSED SEWER SERVICE ® 10' PUBLIC UTILITY EASEMENT PER FINAL PLAT, 8K 64 M&P, PG 12 90 10' EROSION HAZARD SE79ACK LINE PER APPROVED DRAINAGE REPORT FOR LA CANADA HILLS, PREPARED BY BOGARDUS ENGINEERING LLC, PROJECT NUMBER 04-021-A-001D. OWNER/DEVELOPER INSIGHT INVESTMENT COMPANY 3561 E SUNRISE DRIVE, SUITE 201 TUCSON, AZ 85718 ATTN. MIKE JONES TEL: (520) 577-6688 FAX: (520) 577-5484 ENGINEER ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. 4625 E FT. LOWELL ROAD TUCSON, ARIZONA 85712 ATTN: RYAN STUCKI, P.E. TEL: (520) 321-4625 FAX: (526) 321-0333 ENGINEER'S ESTIMATED EARTHWORK QUANTITY CUBICYARDS CUT..........................................................................0 CUBIC YARDS FILL (15% SHRINKAGE)........................................945 TOTAL (IMPORT)..........................................................................945 NOTE TOTAL GRADED AREA EXCLUDING DRIVEWAY AND UTILITIES IS 9,125 SF r ;FIY JAN 2 6 2017 y;0 LOT 24 LA CANADA RIDGE BOOK 64 M&P, PAGE 12 A PORTION OF SECTION 35, T-11—S, R-13—E C&SRM, TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA EEC 207074 GOLDER RANCH FIRE DISTRICT Fire and Life Safety Division International Fire Code (IFC) 2012 Edition Compliance Review TO: Town of Oro Valley Community Development and Public Works FROM: William Loesche, Fire Marshal (520) 818-1017 wloesche(a-grfdaz.gov DATE: 01 /31 /17 TOV PERMIT #: OV1700256 Lot Access PROJECT: La Canada Ridge Lots: #22; #23; #24 1293 W. Placita La Greda, TOV REVIEW: Fire Code Compliance Review of Building Permit Application Documents Review Type: First Review Received: 01 /31 /17 Review Status: Approved Due: 02/10/17 Occ. Type Const. Type Area S.F Stories Hei ht Occ. Load Sprinkler Fire Alarm Fire Flow Submittal Represents Driveway modifications Deferred Submittals Water Plan Status Current Fire Flow Status Current Fire Apparatus Access Status IFC Standard 901 Acknowledgment Does Fire Approve of Permit Issuance? Approved The Building Permit Application of the above referenced project has been reviewed for compliance with the Town of Oro Valley and Golder Ranch Fire District Fire Codes and Standards ion I — GRFD/TOV IFC Stal Has Fire Code Standard 901 "Pre - Acknowledgment" Been Provided? 1.1 N/A Fire Code Requirements - Permit Applicant Section II — Building Permit Application Fire Code Review Comments: 2.1 No comments as a result of this review, approved as submitted. N/A The documents submitted for permit review are in compliance with the fire code and are approved Approval of Plans and Specifications shall not be Construed as a Permit for, or Approval of, any Violation of any Provisions of the Fire Code and shall not nullify any Provisions of Local, State, or Federal Laws, Regulations, or Codes Section III — TOV MUNIS INSPECTIONS: Please be advised that no fire inspections have been entered into the MUNIS database. Please email or call me with any questions related to any of the above fire code comments. Golder Ranch Fire District, Fire and Life Safety Division, 3885 E. Golder Ranch Dr., Tucson, Arizona 85739 Office:520-818-1017 Fax:520-825-5987 www.jzrfdaz.gov wloescheA.Rrfdaz.Rov Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977. Serving as the Fire Marshal for the Town of Oro Valley since 1999. 4�EY q Po�P � R�ro� TOWN OF ORO VALLEY ° COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovallqypZ.gov fi0NNDE0 �4l0. 1.2 GENERAL APPLICATION FORM _ -Office Application Type: ": i 41 ❑ ❑ Major General Plan Amendment Rezoning/PAD Amendment ❑ ❑ Final Plat' Pre -Application 6 201 ❑ Planned Area Development ❑ Zoning Verification ❑ 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 ® Other gr5-V i SE L-uT AC_c.E5S Subject Property Information: Address: /,L93 i207 iAJ, P1-4c,TA i_46RE-6A Pa rcel/Tax Code: ;2-1 4Ai-•1050 21i-4q -/U/vc' Subdivision / Commercial Center Name: L./+ G.4n1Ah4 P2/b 4E SU/3,b1i'iS1G)n1 Book / Page or Sequence Number: Lot Number(s) Z2 i 231, 24- LegalDescription: 4p'D,-_ncvn) r7lt IVWII- or 35., % (!-S, ,e-13-r Section/Township/Range: ''EG7%pN 35, T h /c-13 -C Area of Property: z')-5 •' CR6—c' Existing Land Use: S1NC,LE rAM1Proposed Land Use: 5i11)aLL ,4• V11-y Applicant Information: * If more than one, attach list Applicant *: Name: 15n0&C_ S1Z0w,J Firm: LAJ61A10EP-1A-)1, 4nfb EnJ✓,20>JMCn;719L CDNs�crl3/vis,,�C, Address: 5'55 E. Rl VeP_ Rb, SLyl TE 5c, ! City: % 06. Cn/ State: f} 7-- Zip: P57U `% Telephone: 520-32-1-`l62-3 Fax: 52C-3L1-0333 Email: bbrouuo 9 eeccorrf.con" Property Owner(s) if different from Applicant *: Name: MJKg- JOth��S Firm: IAIC, Address: 35 6 ynl/-/SC A�, SCi7-'r- 20 1 City: V6S0,41, State: e Z Zip: 957/ 9- Telephone: 5,20- 5 77- (i& �,q Fax: 52v - 57 7 - j49-f_ Email: m le nJ i �IS�o f�9CtifE'S. Cr �Y] Consultant: EACIAIE-E2 ✓41-""— (Discipline) Name: /3RO66 6P,- wA1 Firm: EnJ(�//JGrR1n14 ANb EiAi11RoN.MRJTAL 6--w'Sdc/6AF7�,c Address: 555 E. 91VC%' /Zb, Sil TE- 20% City: 7UCS0111 State:hZZip: f35%o4- Telephone: 520-321 -4-62!� Fax: SSG-32/ °3�3 Email: bjrD w'1 CGCC0,�`P. COM 4 Project Description/Narrative: (SEE/+cn 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. Applic71s ignatur Z�- I6L, . Print Name PAS -13atc 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 Division Manager or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 5 N I o N 10 c °r N N N N �IU IN e 9 -ry '{ 8 7 0 0 6 4 t I 1 I I 1 31 30 29(—t /J, , r z 12 J /{ 13 i 1 32 Q 0 /j _•� J 28 — W 33 27;y I 14 - C.A. "A" Ci 26 I 25�, I I I l ' r�23 r AN � I I 20 I s�„d I I _1IIVV_IwI/_l% LOCATED IN PORTIONS OF THE WEST HALF OF SECTION 35, T-11—S, R-13—E, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 i Engineering and Environmental Consultants, Inc. cuc 4625 E. FT. LOWELL RD. TUCSON, ARIZONA 85712 520-321-4625 01 /25/17 EEC No. 207079.02 SHT2OF2