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HomeMy WebLinkAboutOV1802281Town of Oro Valley Community & Economic Development September 25, 2018 GLHN Architects and Engineers, Inc. 2939 E. Broadway Blvd Tucson, AZ 85716 RE: OV1802281, Engineering review: Final Site Plan, Landscape Plan, and Native Plant Preservation for Victory Worship Center (Parking Lot Improvements), 1st review Development and Economic Engineering has completed the first review of referenced Final Design submittal package. The engineering review, and the comments provided, are to verify general conformance to applicable requirements of the Town of Oro Valley, including applicable Standards, Codes, and Ordinances. However, it is the responsibility of the Registrant, sealing the plans, to certify the proposed design meets all Town of Oro Valley Standards, Codes and Ordinances, including any applicable County, State and Federal Standards and requirements. 1. Sheet G-001: Please note Final Site Plan in Title, and corresponding case number. 2. Sheet SP112: In accordance to the Drainage Statement, a flow depth of 1.25-feet is needed to equally convey the offsite flow impacting the proposed berm system. However, per the existing contours, this depth cannot be achieved, instead the runoff will be directed away from these proposed inlets. Revise design (including needed improvements) to match the corresponding hydraulic analysis documented in the Drainage Statement. 3. Sheet SP112: The proposed Como Driveway Median curbing extension must include a batter (typically 1:4 per PAG 209) along both sides of extension. Please include a detail, see redlines on this sheet. 4. Sheet SP112: Please see additional redline comments on this sheet. 5. Engineering has no Landscape and NPPO comments. I can be reached at 229-4824 If you should you have any questions. Sincerely, r Z l" �� Steve C Tineo, P.E. Senior Civil Engineer 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 `EY O DED 19�s Town of Oro Valley Community and Economic Development Department August 31, 2018 Paul Oland The WLB Group, Inc. 4444 E. Broadway Blvd. Tucson, AZ 85711 gpoland(cD_wlbgroup.com Re: Oro Valley Church of the Nazarene, OV1602761 Revised Improvement and Landscape Plans Approval Letter (OV1602761 and G1701914) Dear Paul, Thank you for resubmitting a revised Improvement Plan and Final Landscape Plan for Oro Valley Church of the Nazarene. The Mylars are signed and available for pick-up from the Community and Economic Development Department (11000 N. La Canada Drive). Please process the approved Landscape Plan with Pima County Addressing and return the original Mylars along with a complete PDF copy of the approved plans to the Town upon completion. If you have any questions, please contact me at Msimms(b_orovalleyaz.gov or 520-229-4836. Sincerely, Milini Simms Senior Planner Town of Oro Valley 520.229.4836 msinimsn-orovallevaz.aov 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 QO`APLIEY Aqzo29 TOWN OF ORO VALLEY O 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 ��UNDED �9�A 1.2 GENERAL APPLICATION FORM ffice OV Case #: d� Application ❑ Type Major General Plan Amendment ❑ Final Plat ® g ❑ ❑ Rezoning/PAD Amendment Planned Area Development ❑ ❑ Pre -Application AU1018 Zoning Verification G 1 p ❑ Conditional Use Permit ❑ Sign Criteria ❑ Zoning Code Amendment ❑ Sign - PAD Exemption�a��y ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility — Tier 1 and 2 Minor ❑ onceptual Architecture ❑ Communication Facility — Major Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan ❑ Other Sublect ProDerty Information: _ q 2 C" 9 Address: �_ ' , j 4-'� (n c-o-,10, i )-i Parcel/Tax Code: Subdivision / Commercial Center Name. - Book / Page or Sequence Number: Lot Number(s) Legal Description: Section/Township/Range: yy Area of Property: Existing Land Use: Proposed Land Use: Applicant Information: U, 3g 1_) ) * If more than one, attach list Applicant *: E Name:sp ✓,`����� Firm: Address: ")�� ` !J %LFt'+ (){-t �`� City: _ Telephone: (') . S6 L Fax: Email: _ State: Zip: Property Owner(s) ifdifferent from Applicant Name: LO 1 -A P�l geo_y Firm: Address: City: State: Zip: Telephone: Consultant: Name: Address: Telephone Fax: Email: (Discipline) Firm: City: _ Fax: Email: 1 State: Zip: Project Description/Narrative: 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 applicantlowner'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 a ca is responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to d so ma delay issu ce of permits. See attached list of agencies. 4M Big-4pr—n— I oh Ic� 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 reiected 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 response to staff comments. 2 1 2 1 3 4 1 5 1 6 7 18 9 i l G F C 0 C 19 0 7 GENERAL NOTES: I . GROSS AREA OF DEVELOPMENT 10.23 ACRES 2. TOTAL MILES OF NEW PUBLIC STREET IS .053. 3. TOV CASE #OV1801 125 & OV1702932 & DP P1200-103 & PIMA COUNTY SEQ. #20180250347 4. ASSURANCES FOR WATER SERVICE, SITE STABILIZATION AND LANDSCAPING MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMIT 5. TANGERINE CORRIDOR OVERLAY DISTRICT 6. OPEN SPACE REQUIRED 0 AND PROVIDED 0 V1 ORY 7. TOTAL AMOUNT OF LANDSCAPED COMMON AREA 1.51 ACRES WORSHIP CENTER 8. LANDSCAPE BUFFERYARD"B" V11::TORY ViORSHIP C:E14TER 9. SETBACKS: SEE SITE PLAN at Copper Mountain 10. FOR MAINTENANCE RESPONSIBILITIES AND EASEMENT INFORMATION SEE` PIMA COUNTY SEQ.# 20180250347 11. EXISTING ZONING IS R1-144 12. DESIGN SPEED IS 25 MPH AND DESIGN VEHICLE IS WB-40 FOR STREET DESIGN W. SUNKIST RD 13. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE Q REVIEW AND APPROVAL PROCESS Q 14. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL _jPARKING LOT IMPROVEMENTS _j 0 BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. SEPARATE W. LIMEWOOD DR co 0 � Q PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED z o 0 TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL R1-144 Z U U CHURCH< 15. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR 32 W. TANGERINE RD U z 34 PUBLIC IMPROVEMENTS NECESSITATED BY YHR PROPOSED CONCEPTUAL SITE PLAN DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 5 4 4 3 16. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATION MANUAL DURING ALL PHASES OF CONSTRUCTION THIS PROPERTY 17. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH OV 1801125 HAS BEEN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER scHooL SUPPLY BY THE DIRECTOR OF WATER RESOURCES. ANY AND ALL WELLS W. GLOVER RD MUST BE ABANDONED PER ADWR REGULATIONS. 18. A LINE EXTENSION AGREEMENT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE FOR THIS PROJECT BEGINS 19. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY ON 1500 LOCATION PLAN. GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR 15E PARCEL: 219-42- SCALE: 3"= 1 MILE TO COMBUSTIBLE MATERIAL DELIVERED TO THE SITE. TEMPORARY PARCEL: 219- 2- lOC , .53 AC PARCEL: 219-42-015F CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE 4.58 AC Go C R1-144 00 W O RE RD R1-144 R1-144 LEGAL DESCRIPTION: MATERIALS. 2933 WINDSW PT AY 1215 M DR. 20. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SQ#2016182 89 D 25, G 2164 DK 12350 PG 576 0! 4 A PORTION OF SECTION 33, TOWNSHIP 1 IS, RANGE 13E, OF THE GILA op & SALT RIVER MERIDIAN, PIMA COUNTY SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. N 89° 57' 31" E 630.00' 21. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET N s9° 56' so" E 124.46' PROJECT NARRATIVE: co INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS 1 S 00°01' 27" W 5.0' N 3 I IN COMPLIANCE WITH THE APPROVED DEVELOPMENT PLAN P1200-103 PARCEL:219-42-0126 - - - - - - - - PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION MUST i I �- C� T.O.W. o (DATED 03.27.02) THIS IMPROVEMENT MODIFIES THAT PARKING LOT 6.08 AC _ __ ___ __ s - - - - - �5'- o IMPROVEMENT FOR 104 VEHICLES AS FOLLOWS: --------------------------- BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 405 W TORTOLITA MT CIR__ - - - - - - - - - - - - - - ---- - - - - - - ] o 22. THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS o �? g I 1. ADDITION OF A PROTECTED PEDESTRIAN PATH THROUGH THE DEVELOPMENT: 2012 INTERNATIONAL BUILDING CODES WITH LOCAL I _ I PLANNED PARKING EXPANSION TO THE PUBLIC RIGHT OF WAY. AMENDMENTS, 2011 NATIONAL ELECTRICAL CODE, 2010 ADA \ 27s3.00 2. ADDITION OF A NEW DRIVE CONNECTION TO THE PUBLIC RIGHT OF STANDARDS FOR ACCESSIBLE DESIGN GOLDER RANCH FIRE DISTRICT I I [EXISTING CLASSROOM P WAY KNOWN AS COMO DRIVE. UTILIZING A RIGHT TURN OUT ONLY - �� ���� G 1 2�sa� I STANDARDS AND FORMS, PAG STANDARD SPECIFICATIONS AND DETAILS BUILDING I / RIGHT TURN OUT CONFIGURATION. N 1� T.O.W. P1 t PARCEL: 219-42-016B 3. A REDUCTION IN THE PARKING COUNT FROM 104 TO 98 PARKING FOR PUBLIC IMPROVEMENTS, 2010 TOWN OF ORO VALLEY DRAINAGE V 3.31 AC CRITERIA MANUAL, 2004 TOWN OF ORO VALLEY SUBDIVISION STREET I v ` ` 2783.00 12111 N. LA CHOLLA BL SPACES. /F14" I I DK 10066, PAGE 204 4. VEHICULAR HEADLIGHT SCREENING VIA BERMS AND STANDARDS AND PUBLIC MANUAL, TOWN OF ORO VALLEY ZONING / EXISTING SANCTUARY /E14" CODE (CURRENT REVISED), ORO VALLEY TOWN CODE (CURRENT R1-144 i y 2776' // BUILDING 8 I LANDSCAPING. REVISED).MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED / _ _ I j SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO 277s'> �� s $ 8 I IMPROVEMENTS ARE PLANNED IN TWO PHASES HORIZONTAL LINES LOCATED THIRTY AND SEVENTY-TWO ABOVE o I (E) BICYCLE PARKING F.H I PHASE 1 INCLUDES (30) S O (72) A O o I I I A. THAT PORTION OF THE PARKING LOT IMPROVEMENT FOR 31 FINISHED GRADE OF THE ROADWAY SURFACE. � j v� . / 23. FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED PRIOR 4 ED EA ENT. PI A r - w , ' x I R1-144 VEHICLES WITH SCREENING BERMS. - ; 27s1.5s' , B. THE DRIVE CONNECTION TO COMO DRIVE WITH PUBLIC ACCESS TO THE ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR 3 V CO Y SEQ. #20 503''7y. �, I I� BUILDING OFFICIAL. N W I , Zp LNG I I WAY WALKS. VICTORY CH l- L - F.H. NE 24. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE o I I PARCEL: 219-42- 1 F rE/_ / 1 ° EXISTING _ j C. THOSE IMPROVEMENTS REQUIRED TO COMO DRIVE TO THE POINT SUBDIVISION o r - PARKING AREA ,' , / I j OF CONNECTION WITH TANGERINE RD. COMO DRIVE 0 5.341 AC / r-+ 25. ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO I 1 h LIGHTS Y �! PHASE 2 PER IMPROVEMENTS SHALL BE BY SEPARATE PERMIT AS SUBMITTED W. T NGE INE R / _ - , _ APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FROM THE • • • • n , ,yr • I b4/�112 HEREIN TC $ RIN BO D • r- EXISTING DRIVES & TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED > I PHASE 1 PER D. RELATED SIGHT LIGHTING FOR THE PHASE I PARKING AREA AND PARKING AREA�� � i� _ PAR EL: 19-4 -014E 1 ~ T = �- / - 26. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED 3.31 Ac - - - �' - = -CL �1 '�_ �' B1 / SP112 INFRASTRUCTURE FOR THE PHASE 2 PARKING LOT LIGHTING. DEVELOPMENT AT THE LOCATIONS AND IN THE MANNER EXISTING PRIOR j �// �' % - - - - _• s , ' -' E. DETENTION AREA IMPROVEMENTS AS PER THE ORIGINAL 23 W. AN ERIN RD - - - - ;' -� I DEVELOPMENT PLAN WITH RETENTION AND CONTROLLED RELEASE TO DEVELOPMENT j ,� 1 - ! � _ _ , 27. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSARY TO CARRY i I I _ STRUCTURES. DRAINAGE FLOWS THROUGH OR FROM THE DEVELOPMENT AND SUCH iF.H. ' �1 PHASE 2 INCLUDES DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY PROPERTY 1 II t1 2779' A. IMPROVEMENTS TO THE REMAINING PORTION OF THE PARKING LOT B. EXTENSION OF THE PUBLIC ACCESS WAY WALKS OWNERS OR PROPERTY OWNERS ASSOCIATION j I ; II I ---288 T-SCENIC - I I - 1------------------ --- - _�'__ NEW DETENTION BASIN ___-__-__-__-__--_-__� __+__' MODIFICATION TO NO C. COMPLETION OF THE PHASE 2 PARKING LOT LIGHTING. 28 DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO PAVED I--- - -�O E_BOUNDAR IMPROVEMENTS PER ACCESS EASEMENT TO BE STREETS, EASEMENTS OR PARKING AREAS. i I II / DEVELOPMENT PLAN i I RECORDED WITH 29. PARKING AREAS MUST NOT BE USED AS DETENTION AREA. R1 `14 \ EXISTING P1200-103 �-277s' I I APPROVAL OF THIS PARKING CALCULATIONS 30 A FLOOD PLAIN USE PERMIT WILL BE REQUIRED FOR THE FOLLOWING I I II BUILDING I IMPROVEMENT FOR NEW LOTS: 219-42-014F & 219-42-014E. N 890 56' 50" E 124.46' I i j i ( � �/r ALL WEATHER ACCESS ( E1 R N DRIVE TO COMO DRIVE 31. WATER INFRASTRUCTURE AS PRESENTED ON THIS PLAN IS FOR SP113 --------- - - - - - - - - I - O INFORMATIONAL PURPOSES ONLY. A SEPARATE WATER IMPROVEMENT II C3 PLAN MUST BE SUBMITTED TO THE ORO VALLEY WATER UTILITY (OVWU) �- --- ------ --------- - - -- -J 27 _ _____________-_I_ FOR TECHNICAL REVIEW AND COMPLIANCE WITH APPLICABLE STATUTES, ^-- --- �I - - --- ---- ---- ------ ---SP113------ - - - - -- , --- U p CODES AND SPECIFICATIONS. ADDITIONAL WATER INFRASTRUCTURE 3 EXISTING PRIMARY I ;I I MAY BE DEEMED NECESSARY UPON REVIEW OF THE WATER R1-144 I POWER CONDUIT �776 00 REQUIRED* PROVIDED TOTAL TOTAL EXISTING PHI PH2 TOTAL PARKING 189 189 92 47 50 MOBILITY SPACES 5 12 12 0 0 BICYCLE SPACES 12 12 12 0 0 LOADING AREA 1 1 1 0 0 �N EXISTING 15.00 WIDE PUBLIC ao 36PAVED ROAD IMPROVEMENT PLAN. 1j 3' o II"-------- EXISTING 4" E.C. (TELCO) WATER EASEMENT DKT. C� ° & 3" E.C. (CATV)AM 11902 PG 605 °- ;I I 32. ORO VALLEY WATER UTILITY SHALL BE THE WATER PROVIDER. o __LI-__-_ ___ LO __________-__________ ____ _____________ _____-____________ i. I PUBLIC R.O.W. SHEET INDEX 33. SHOULD COMO DRIVE BE FULLY IMPROVED, FULL ACCESS ONTO COMO `� II EXISTING ALL WEATHER DRIVE MAY BE GRANTED AS DETERMINED BY THE TOWN ENGINEER. ACCESS & FIRE LANES o �I REFERENCE TO THE CROSS ACCESS AND MAINTENANCE AGREEMENT I G-oo1 COVER SHEET BETWEEN VICTORY WORSHIP CENTER AND THE SPRINGBOARD YOUTH `2j� -+I N 89° 5T 31" E 630.00' DKT 11759,IPG 883 CRISIS CENTER 2 � SP1 1 1 CONCEPTUAL SITE PLAN r 277q- I SP112 SITE PLAN PHASES - PARKING IMPROVEMENTS `��'' 34. AN IN -LIEU FEE WILL BE PROVIDED FOR THE CURBING AND SIDEWALK SP113 DRAINAGE STRUCTURES AND ADA RAMP -DETAILS ALONG THE WEST SIDE OF COMO DRIVE. _ _ _ _ _----EXISTING PUBLIC 89° 57' 31" E - _ N-1 NATIVE PLANT PRESERVATION PLAN LEGAL DESCRIPTION: PAVED ROAD � 2 34'-TANGERINE(R AD L-1 CODE COMPLIANCE LANDSCAPE PLAN SE4 SW4 SE4 EXC E30' &EXC S50' OF SECTION 33, Tl 1S, R13E, OF THE OWNER: ARIZONA DISTRICT COUNCIL OF s I-1 IRRIGATION PLAN GILA &SALT RIVER MERIDIAN, PIMA COUNTY THE ASSEMBLIES OF GOD INC. THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 33 T1 1S, R13E, GILA & SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. EXCEPT THE EAST 30 FEET THEREOF, EXCEPT THE SOUTH 50 FEET AS SHOWN IN BOOK 7, PAGE 83 OF ROAD MAPS. AND THE SOUTH 455 FEET OF THE NORTH 460 FEET OF THE EAST 124.46 FEET OF THE SW QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, T1 1S, R13E SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. 1 1 2 Contact: John Pemberton Email: JohnP@vwcaz.org AGENT: GLHN ARCHITECTS AND ENGINEERS, INC 2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 CKILGORE@GLHN.com 3 0' 60' 120' 180' 240' 4 15 1 6 7 REVISION PER TOV PLANNING AND ZONING + MAYOR AND COUNCIL 8 1 9 I 10 F 0 0 cp O. w 00 00 Q 0 0 0 N N V) z 0 o O >>> 00V, U U z 0 w W N O z E W W F-- Z W F- UW a. W z Q Q 0 cL UJ F-- O � w �, W D y. j cry OCL z w W I--U > Viz O ><U U U 1� z �o co `U W Q = C w co Z ON ' r� U 000 0 Z o' ° ' w m °6 o . L > V) w U U �'0 W t- o = m0o Cq U 010 � M� Q N� _V KILGORE J Expires 06/3012021 PROJECT NO. 16093.00 DESIGN BY: CK DRAWN BY: AHH CHECKED BY: CK DATE: 2018/08/ 10 SHEET: 1 OF 7 N G-001 > c. Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved \ 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 H F E I C A 7 PARCEL: 219-42-010C-\ 4.58 AC 2933 WINDSWEPT WAY SQ #20161820989 PARCEL: 219-42-015E R1 -1441 11 PARCEL: 219-42-015F 2.53 AC 1 3.31 AC 3900 W MOORE RD. 12151 N. COMO DR. DK 10325, PG 2164 CIDDK12350, PAGE5762 R1-144 115-0" L 210'-0" 25'-0" BUFFERYARD I'D" MODIFICATION PER D.P. LSCP PLAN I I N 890 57' 31" E 630.00' N 890 5650" E 124.46' m O O Q - ; z m o S 00° O1' 27" W 5.0 0 0 _ z j PARCEL:219-42-012B -__ -__-__-__-__ -__ ___ w 6.08 AC CO Q ^, T.O.W. o u- 405 W TORTOLITA MT CIR } �b 3 o � - -� 2782.51 m 2 - DK 7991, PG644 - - -� u' `Q - - - - - ----------------------------- r- - - - - - - - - - 2-WAY GCO-------- -- - --- - - - - - - - - - - - - - 2778.75' INVERT IQ 00 o I CD 140'-0" NATURAL I % SL (E)4" S \ \ /EJ4,S BUFFERYARD 'B' EXISTING CLASSROOM Q100=26.5 cfs I BUILDING - 2782.90 12'- TYP 2784' 1 CPI\� � 6� G1 j > ASSUMED `��� P11 I N PARCEL:219-42-016B I PROPERTY LINE 56',8„ J o 2782.90 12'-6" I I i o ^ 0 \ , 3.31 AC lJ �� - 12111 N. LA CHOLLA BL J P11 4 p `+ Q100=26.5 cfs I m 't DK 10066, PAGE 204 40'-0" NATURAL EXISTING SANCTUARY 64 p„ I I U . to (E)UG 4" FIRE 0 2 - •-------�-- -�--- �� Y 9 5'_ , BUFFERYARD B 1 BUILDING SPRINKLER LINE ; 8 2782.79 6 P1 1 _p 2785.80 ; I PARKING IMPROVEMENTS 2776 3 2781.26 I 7 TY E4 PER APPROVED DEVELOPMENT I 8 p I PLAN P1200-103 .� 6_2 2782 29 ; J 1 � s �/ J 7 �27,,0„ 1 I 2775' - / 2781.71 '7 782' 2781.98 / 8 2782.29 I ,1 BERM TO BE 3.5' HIGH X �' C ; 2782.29 I i 30' WIDE. PHASE 1 SEPTIC S �J 2781.68 T.O.C. ---2781.90 3 10'-0" BUILDING �I 1 SIDEYARD SETBACK i 1 2774. ' 2HC o ®0 7 \� -+- I ; I R1 -144 1 /T.O.C. 2781 81.50 7 I ! o 2 b 6 0 7 �0 1 , i 2HC 2781.58 ®o �rto IONF d o 1,2784.9 1 F. ` �' L - _ F.H.-� ' - �� 2HCi ,� 12780.93 4 6 2781.20 7 ®_ ®0 2 p 6_p„ � r EXISTINGPy 11 2781.58 5 1 INTERSECTION SVT N I�TO Y C� CH r' PARKING AREA T.O.C.- D4 As PF I I NEAR SIDE 240' X 15' r - 0 20' INSIDE 40' _ 1 � - ' - j ! � LIGHTS 2HCi ,i2 % � � �� ,J ���- � SPR� 780.98 6 ° RCE - 21-42-014F OUTSIDE TURN _ " 7 4 o 0 , o qs , T.O.C. 1 o RADIUS TYP. - �' l ® 81 F 1 P 5. 41 Ac I ,J 7 is� FR I I 14 12 1 12 23, 0 W: T GERI • i �� M � 7 ' \ \7 ' o ® 2780.57 - 13 1 NO ACCESS EASEMENT TO BE 2780.26 2784.10 - RESTRUCTURED TO PERMIT TC S ING �OARD EXISTING DRIVES & `` \� 9 DRIVE ACCESS WITH THIS PARCEL. 14 ; _ PARKING AREA - 7 2779.83 T.O.C. / I IMPROVEMENT SEPTIC AREA - - / 13 AC 14 EASEMENT'D' �T - _ _ _ %�' i� 7 2780.15 10 7 I INGRESS LANE ONLY 23�O TA GERINE RD 2HC - - �� T.O.C. 2779.63 7 NEW ALL WEATHER 2HC' • 2779.77 - ' - _ _ INGRESS, EGRESS 8 ACCESS LANE W/ - _ 2779.48 T.O.C. \\� R8'-0" VERTICAL CURB PER D.P. I (E) BICYCLE PARKING /7 _ _ �ASEMENT'A",,� 2779.45 7. 2779.95 _ SHT.3 DETAILS Q i - T.O.C. 2779.24 6 7 R3'-0" q 2' -0" EGRESS LANE 2779.59 EXISTING SEPTIC SYSTEM. FIELD RIGHT TURN ONLY J � � � -- �/ o 7 / T.O.C. 2779.24 I VERIFY LOCATION OF TANK AND Q 15 b PROVIDE RIGHT TURN BLEACHING FIELD PRIOR TO THE III I , "' 4 � ONLY TURN LANE ARROW START OF ANY CONSTRUCTION. T.O.C. U J ONC. SWALE I I , ¢ o INGRESS, EGRESS AND 2779 0 5 m ^ o PARKING EASEMENT'B' J N MODIFICATION TO NO w I I J ACCESS EASEMENT TO BE _C? 0 - - -200 F SCENIC - - - - [ _ DETENTION BASIN T I R30'-0" 12'-0 13 ----------------- ------ �--�---------- ---- ---- -- -- - ------ ------------ - - = -- -------------------- ------ ---- ------ RECORDED WITH ( M DEVELOPMENT PLAN J 12'-0" APPROVA_ OF THIS 0 0 ( ROUT BOUNDARY i- P1200-103 J o ,%_� CONC. HEADER i 12'-0" 12'-0" I IMPROVEMENT FOR NEW U I I 30' INGRESS, EGRESS ALL WEATHER ACCESS J I I R1-144 I ! (1 EXISTING EASEMENT'C' ``` 2778" DRIVE TO COMO DRIVE J �,'o BUILDING 31.8.,�� /\ I 30'-0" 14 I HALF RIGHT-OF-WAY J I I 14 N 890 56' 50" E 124.46'INTERSEC]IO R SIDE 90NX 15' 100'-0" 100'-0" 773'-4„ 40,0 I SVT A E 1 CSA BLDG SETBACK CSA BLDG SETBACK 10'_ 2>>A I-- - - - ----- - - - - - - - - - 15'-0" I- - REMOVE EXISTING - - - p„_31'8 - SP113 q FENCE AND INSTALL 20'-0" BUILDING ) EXISTING ROADWAY, I -\\--=---- L---------------------------- \�--- - - - - -- L - -- - WALL PER -- DEVELOPMENT PLAN _277T - SIDEYARD SETBACK -C3 ---------------------�----- I I NO CURBING I I , P1200-103 -------------------- SP113 ---------------------------- - - /IK- 0: I I EXISTING 15.00' WIDE PUBLIC 60'1 `� I I_ EXISTING PRIMARY WATER EASEMENT DKT. R.O.W. 40'-0" NATURAL I POWER CONDUIT / 2776' BUFFERYARD T" I I CONDUCTORS PER �.. 1 1902 PG 605 M WS 12 EXISTING PAVED ROAD 2773" 3 I EXISTING 4" E.C. (TELCO) � ' N j & 3" E.C. (CATV) 3► EXISTING ALL WEATHER O 6 o Ar I ACCESS &FIRE LANE cp 4 -134 I 1, m - z% `'� 277s 6 o W 4 % V-0" ACCESS 72' I m N 89° 57' 31" E 630.00' ]��' CONTROL EASEMENT - ■ ■ ■ ► ��l Y l �!1 r��L/' -, � ■ ■ ■ ■ ■ ■ ■ ■ �3r ■ ■ � 'DKT 11759, PG 883 ��. 1,3 3' 2�774' I �� ►- s 13' EXISTING ' - ' ' - ' -3' ' ' - ' - ' ' ' -PAVED ROAD IC - �- 89'3�I" E TANGERINE ROAD 12 ( ) 12 2773, 6j' Tanaerfne Rd °j W 8- 20 s � -'I+ 2772' T CONCEPTUAL SITE PLAN AlSCALE: I" = 40'-0" 2 Gonst -C 4 New EP YW34-G40 org try 4-C4 106 K, El 5 0' 40' 80, 120' 160' l•� 7 z ARCHITECTURAL TAG SYMBOLS KEYNOTE TAG 00 PROPERTY LINE LOT SPLIT - - - - - - PROJECT LINE PHASE LINE MODIFIER DRAWING NUMBER 1 SIM DETAIL CALLOUT A101 SHEET NUMBER MODIFIER DRAWING NUMBER 1 SIM DETAIL, BUILDING / WALL SHEET A101 SECTION NUMBER DRAWING NUMBER 1 4 A101 2 EXTERIOR / INTERIOR ELEVATION SHEET NUMBER 3 0 GRID HEAD 0 GRID HEAD - NO BUBBLE GRID HEAD - EXISTING KEYNOTES - SITE MARK DESCRIPTION 1 EXISTING FIRE HYDRANT 2 EXISTING SEPTIC SYSTEM. FIELD VERIFY LOCATION OF TANK AND LEACHING FIELD PRIOR TO START OF CONSTRUCTION. 3 EXISTING 4" (ABS) UG SEWER LINE 4 ASPHALT STRIPED PEDESTRIAN WALKWAY / CROSSWALKS. 5-0" MIN WIDTH AND TO THE LIMITS AS INDICATED ON THE SITE PLAN 5 NEW 5-0" WIDE X 4" MIN. THICK CONCRETE SIDEWALK.PER PAG STD. DETAIL #200 WITH EXPANSION JOINT SPACING REDUCED TO 30 FT. O.C. 6 NEW 6-0" X 0"-6" CONCRETE WHEEL STOP. (2) STEEL PIN SET INTO ASPHALT CONC. SETBACK TO STOP VEHICLE 30" FROM PARKING SPACE END. 7 NEW 6" CONCRETE VERTICAL CURB PER PAG STD. DETAIL #209, TYPE 2 8 NEW 6" EXTRUDED CONCRETE CURB 9 DRAINAGE SWALE EROSION PROTECTION: 6"-12" PLUS FRACTURED ROCK RIPRAP OVER GEOTECH FABRIC. 10 18" WIDE CURB BREAK FOR DRAINAGE 1 1 NEW POLE MOUNTED PARKING LIGHT W/ CONCRETE BASE 12 PARKING SPACE TO BE 20' X 9', TYPICAL. 13 CURB TERMINAL SECTION PER PAG STD DETAIL 212 14 NEW PAVEMENT THICKENED EDGE 15 NEW TO EXISTING CURB CONNECTION PER PAG STD DETAIL 211 GENERAL NOTES: • ALL WATER APPURTENANCES SHALL BE ADJUSTED TO FINAL GRADE PER ORO VALLEY WATER SPECIFICATIONS. • NO IMPROVEMENTS THAT MAY INTERFERE WITH CLEAR LINES OF SIGHT SHALL BE ALLOWED BETWEEN 30 AND 72INCHES IN HEIGHT WITHIN THE SVT'S. NO REVISION PER TOV PLANNING AND ZONING + MAYOR AND COUNCIL 9 I O O 0 0 - 0 w ©0im G F E w uj F.- Z Z W V w -� u j z UJ Z > Q ~ � 0 F- DQ I-- >- ::D I- �/ F--� U- O0W U �- U Z Viz O O >0LU U U 10 Z �0 LQ U 00 � C w Q= eC Z ON N D 00 Z � ,° w ap °� 04 O V LL w C)Lo 0"� = m`�-o U CQ 010 M L0 Q N rARLUS E MGM JR. PROJECT NO. 16093.00 DESIGN BY: CK DRAWN BY: AHH CHECKED BY CK DATE: 2018/08/ 10 SHEET : 2 OF 7 N S P I I I > Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved I 2 3 4 6 7 E Fj Im G F E BAN C i A PARCEL: 219-42-015F \3.31 AC 12151 N. COMO DR. R1-144 N 890 57' 31 " E 630.00' I I Q Q R1-144 Z o u- o m � U- 10 o, RIP RAP TO FORM j o CATCHMENTS FOR I 40'-0" NATURALI LANDSCAPE PLANTING BUFFERYARD 'B" 2783.00 2,84 T— I I I 7 T.O.W. 0 2785.80 i /2'-6" 2783.00 j 2785.80 83. r ` I P1 2785.80 6 2782.80 2782.80 EXISTING CURB 2782' 7 2782.90 ACCESS RAMP F H CROSSWALK �^ I STRIPING CONT. RIP RAP W/ GEOTECH FABRIC AT EDGE OF ASPHALT 2781.58 '2780.95 2784.90 2H0 % 2780.62 ���/// I i F'Q2 ` 2HCI �/ 2780.62 P \ r q -NgSF2 o / 7 . . 9 ! O� 6 _I 2784.10 I r ��r • 7 "00 7 U - - n, / h/' I/r � I •-' Oo S 1 3 I // ® TEMP , -I� O m d 6 4 BARRIER,' S 2779.11 i' c O 7 - 9 a 1 �778 a 2779.021� 3 9 r I 9 3 r I JJ'r DETENTION BASIN 5 �I - - - - - - - - --I - � .r IMPROVEMENTS PER - I r DEVELOPMENT PLAN P 1200-103 cl- 2778' — 1017 IMPROVEMENTS TO BE CONDUCTED WITH >>3'_4-, THIS DEVELOPMENT. --I--'-------REMOVE EXISTING FENCE AND q INSTALL WALL PER 20'-0" BUILDING I L ^' DEVELOPMENT PLAN P1200-103 SIDEYARD SETBACK I I I I I I I I I W 0 0 Lo O=!hz U° o I I I I j I R1-144 RIP RAP SWALE WITH �LGEOTECH FABRIC _PARKING IMPROVEMENTS PER APPROVED j I DEVELOPMENT PLAN P1200- 103 u ACCESSIBLE ROUTE CROSS SLOPE MUST NOT EXCEED 2% CROSS SLOPE IN ANY DIRECTION i PEDESTRIAN WAY (TEMP 1:12 ASPHALT RAMP UP TO FLUSH W/ CONC WALKWAY (TEMP) TEXTURED AND COLORED I WALKWAY INTERSECTION SVT NEAR SIDE 240' X 15' EGRESS LANE RIGHT TURN ONLY I INGRESS LANE ONLY _ I 17 NO ACCESS EASEMENT TO BE 1 RESTRUCTURED TO PERMIT DRIVE ACCESS WITH THIS IMPROVEMENT ( I NEW ALL WEATHER I ACCESS DRIVEWAY ENTRANCE W/ VERTICAL CURB PER PAG 209, TYPE 2 I 11 STRIPING MODIFICATION TO NO ACCESS EASEMENT TO BE RECORDED WITH APPROVAL OF THIS 17 IMPROVEMENT FOR NEW ALL WEATHER ACCESS 30'-0" DRIVE TO COMO DRIVE HALF RIGHT-OF-WAY/ INTERSECTION SVT FAR SIDE 190' X 15' 16 14 I < I I 15 EXISTING 15.00' WIDE PUBLIC rr6'-0" WATER EASEMENT DKT. R.O.W. 11902 PG 605 2776' 00 Lo r � �0 1 CONTROLACCESS EASEMENT 2774' �LLZ _ _ _ 89057'31"E _ _ TANGERINE ROAD— 2 34' (BOOK 7, PAGE 83 ROADS) 2773, J DKT 11759, PG 883 12 13 EXISTING PAVED PUBLIC ROAD PARTIAL SITE PLAN - PARKING IMPROVEMENTS - PHASE 1 B SCALE: 1" = 40'-0" 0' 40' 80, 120' 160' 5 PARCEL: 219-42-015F 3.31 AC 12151 N. COMO DR. R1-144 J a Q R1-144 0 z 1 o m — — — — — — — — — — — — — —------ ------— —�0 —------------------------------- ----- — — — — — — — — — o o I I NI 40'-0" NATURAL' BUFFERYARD 'B'' 2783.00 I —/ I T.O.W. i 7 CURB OPENING I I j PER E4/SP113 S6 8 0 o ` C1 / SP113 CURB OPENING 7 PER E4/SP113 64'-0„ 2783.00 C 1 / SP 113 r I _ � � 4'-0„ 3' 7 28'�„ - 1 ~ r 5 2782.40 F.H.' I 6 7 5 7 N 1 9 3 7 9 O® /i 10 9 I ;1 moo 278_ 1.58 1, / 9 O 6 7 10 ry 5 II i j 1 ® O I P11 2 , 4 7 ® O 2 `-- - /l ` 4 9 r I I ao r ,rr PARKING IMPROVEMENTS PER APPROVED DEVELOPMENT PLAN P1200- I BERM TO\BE 3.5' HIGH X 30' WIDE. PHASE 2 I R1 -144 o I I 0 TEXTURED AND COLORED iWALKWAY ACCESS RAMP I / REMOVE ASPHALT RAMP / REPLACE W/ CONC WALK FIN INTERSECTION SIGHT DISTANCE NEAR SIDE 240' X 15' PHASE 2 PHASE 1 60'-0" R.O.W. PARTIAL SITE PLAN - PARKING IMPROVEMENTS - PHASE 2 D4 SCALE: 1" = 40'-0" 0' 40' 80' 120' 160' OKEYNOTES - SITE MARK DESCRIPTION 1 EXISTING FIRE HYDRANT 2 ASPHALT STRIPED PEDESTRIAN WALKWAY / CROSSWALKS. 5-0" MIN WIDTH AND TO THE LIMITS AS INDICATED ON THE SITE PLAN 3 NEW 5-0" WIDE X 4" MIN. THICK CONCRETE SIDEWALK.PER PAG STD. DETAIL #200 WITH EXPANSION JOINT SPACING REDUCED TO 30 FT. O.C. 4 NEW 6'-0" X 0"-6" CONCRETE WHEEL STOP. (2) STEEL PIN SET INTO ASPHALT CONC. SETBACK TO STOP VEHICLE 30" FROM PARKING SPACE END. 5 NEW 6' CONCRETE VERTICAL CURB PER PAG STD. DETAIL #209, TYPE 2 6 NEW 6" EXTRUDED CONCRETE CURB 7 DRAINAGE SWALE EROSION PROTECTION: C-12" PLUS FRACTURED ROCK RIPRAP OVER GEOTECH FABRIC. 8 18" WIDE CURB BREAK FOR DRAINAGE 9 NEW POLE MOUNTED PARKING LIGHT W/ CONCRETE BASE 10 PARKING SPACE TO BE 20' X 9', TYPICAL. 1 1 CURB TERMINAL SECTION PER PAG STD DETAIL 212 12 PROVIDE RIGHT TURN ONLY TURN LANE ARROW 13 PROVIDE LEFT TURN ONLY TURN LANE ARROW 14 NEW 4" WHITE WEAVE & MERGE LANE STRIPING 15 NEW 4" WHITE SOLID LANE STRIPING 16 NEW 4" DOUBLE YELLOW LANE STRIPING 17 NEW ASPHALT PAVEMENT THICKENED EDGE 71 W. 1A ©0im J F E V ix z W F_ �z Z •• Iry WF_ Q Vw �. I di Z < H Q w C/') O °- '= = w G —� n D F_ �., O < Z w O7W CL JO I.- - V � Z w �. C 0 Z/-5 U U Z 1� N o `n U m C W Lli Q c 0 z 0 (n N D- Z W °6 m o >1 � V) U D LL LQo� w = C3 m00 U Q� CQ 010 (y) N Q 04 M. A rARLIJS E KILGORE JR. Expires 03130=21 PROJECT NO. 16093.00 DESIGN BY: CK DRAWN BY: CK CHECKED BY: CK 7 2 3 0 5 0 7 REVISION PER TOV PLANNING AND ZONING + MAYOR AND COUNCIL 6 DATE: 2018/08/ 10 SHEET : 3 OF 7 SPI 12 c. Copyght 2012 GLHN Architects & Engineers Inc. ri All rights reserved 2 1 3 4 15 6 7 8 0 n H G F E D C B A 7 1 L1VrlO/1 C`17Cr"N cMr) A V DETAIL- BERM -SECTION TOW 81' ELEV 80' ELEV 79' CENTER ELEV 78' ELEV 77' "t VI LI VII VV '1�DETAIL- DETENTION AREA WALL EAST ELEVATION I ' / SCALE: 1 /2" = 1'-0" SWALE PER SITE PLAN � RIP RAP APRON AND SPILLWAY, REFER TO SITE PLAN FOR WIDTH & LENGTH SWALE PER SITE PLAN .- ., , - . - f . e --4 ° 3'-0" L 1 2'-0" 3'-0" E5 LP-1 14 DETAIL- CURB OPENING- PLAN VIEW SCALE: 1 /2" = 1'-0" NEW CONCRETE VERTICAL CURB PER PAG STANDARD DETAIL 209, TYPE 2 NATURAL GRADE FRACTURED ROCK RIP RAP, D50 = 6" ALIGNS WITH ADJ SWALES �1 �1w" •i40, (Al SCALE: 1 /2" = 1'-0" ' BLOCK ACTURED ROCK, FABRIC L=L—L-w=11,-�-�� �r=1�=�=III=>�=i�=�t=1 Q = 26.5 cfs —ll=1Tl—IT_I-1L— — lgu—� p—1—ll1—I I—'='' I-1_—III—lll— _—LI=II—I_TI— I —lll--I—T—ITI—T=()1= II T_ I—�1l—ITj—I —J1�. II--)111=1�=_ I111 � IMINOT, III—III-11= I —111� 11=1T(-11=1I I—T—I I N I I T=T=1TI=1 I— I— d li �T=n Ti=T=T— I I�TI— "n" = 0.036 ID=1II-111=11II=T-I=L=�(�— —1I lei =i 11-L-11�i=T-II-TLI—��Tj= =11=1J1— I —ll1=1 —LI I —I I1�1=11=L1 II=I I_I tl—J 11—L1-Ill—L—II=ll1=1—I ICI V = 2.6 fps TTHI L—J1—LIl--lll—JL=T= I I=J 11—lll—lll—T_ _ �L1 =1�1— I1=J1L—Lt——1�LI=1I II —'I II I mJ11 I p l lid III�ITf� (f�Tl 11—T—T-1 1—_ T= 1=1—�=I 1=1 1=1 �l T Ifli I I� I�-1-1L1 IIT�ITi= l I11-1T I d= 1.25' —IT1=T=T=T=1 i f=T� I r—I 11=T=T—I=T= _=T=1Ti—T=T=1l� n 1=T-=1Zi=T=1I i�Tr� i-1 n=T=n 1=T=T—u II=II=�L-iii--L=n-1rII=II=II= - = II=II=II, 1Ti„II=l l 1_II- - =III i�II=II-�i--I 1�1=II= D = 2.25' 5'-0" SWALE BETWEEN BERMS - SECTION G b NTS ' CONCRETE CURB TERMINAL PER PAG STAN DAR D D ETAI L 212 GUTTER 3'-0" 4'-0" 3'-0" LINE 6• z Lu N ° p .77 > ° a. ° ° LU ° NOTE: NOT TO BE USED IN SIDEWALK AREAS DETAI�-CURB OPENIN�G-�EEVATION cA '--T l SCALE: 1/2" = 1'-0" C3 Ut I AIL- UC 1 M I IUN AKtA WALL bUU I H LUVATIUN" SCALE: 1 /2" = 1'-0" GUTTER LINE PER PLAN NEW A.C. PAVEMENT AND BASE COURSE , GEOTECH FABRIC 2% MAX CROSS SLOPE 0 a- 1:12 MAX. MAINTAIN CURB HGT AT +6" AND TERM. W/ 1:4 BATTER SIDEWALK PER PAG DETAIL 200 NOTE: 2" R ALL CURB CORNERS A DA _RAMP 1 v v J SCALE: 3/ 16" = 1 '-0" 2p;p„ EDGE PROTECTION PER ANSI 2 0" A117 405.9.2.1. 6" WIDE BY 4" HIGH EXTENSION ABOVE THE RAMP AND LANDING. MATCH RAMP SLOPE d ° [?Na ,. d a ° 4'-0" H F I R 0 o N O O U U z De a- CL O w 0L Evil 2% MAX CROSS SLOPE WARPED FLARE ° z d °� FLUSH W/ O 1 ° pa: WALKWAY m Q U Q 10 E MAINTAIN 7 Z CURB HGT AT + W Q 1:12 MAX. " 4� 6" AND TERM. W/ 1:4 BATTER Z Lu W Vz Lu NOTE: 2" R ALL LIJ Z (� CURB CORNERS = > Q t.J A DA RAMP 2 ry D8SCALE: 3/16" = 1'-0" O UJ �-- cn J W TOW 81' D O t� ELEV 80' CL O Lu z --� Z 2% MAX CROSS SLOPE F- - U Q Q ELEV 79 V < CENTER O rl� W OVERFLOW . CL U Q 0 p ELEV 78' M6 Q CURB EDGE PROTECTION AT +4" < ABOVE TOP AND BOTTOM OF ELEV 77' ' • °^' RAMP WITH A 1:4 BATTER U TERMINATION AT EACH END. Z o g•; d- c MATCH RAMP SLOPE. N 0 Z N C W W Q = C U d a, NOTE: 2" R ALL Z ON In CN Fj CURB CORNERS w -p a 1:12 MAX. °� 0 EXTEND 6" HIGH CURB TO A FLUSH CONDITION AT TOP m. Lo OF RAMP. GRADE TO TOP OF CURB VARIANCE FOR THE 10 A DA RAMP 3 LENGTH OF THE RAMP RUN IS NOT TO EXCEED 1 /2". U Lu L0 o� B8m00 SCALE: 3/16" = 1'-0" U Lu o Q M Lo 0-- CNV ,�WALKWAY SECTION n'F % SCALE: 3/4" = 1'-0" 1 I 2 13 4 1 5 6 1 7 o REVISION PER TOV PLANNING AND ZONING + MAYOR AND COUNCIL I: A tARLUS E KIILGORE JR. A �. IExpires nR?3012021 PROJECT NO. 16093.00 DESIGN BY: DP DRAWN BY: RZ CHECKED BY: CK DATE: 2018/08/10 SHEET : 4 OF 7 N SPI13 > c. Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved I If G F E ,D 1� 1.1 .A a NPPP AND SRI PLAN SCALE: 1" = 40'-0" NORTH PROTECTED NATIVE PLANT INVENTORY SUMMARY TABLE: 7%m D 20' 40' 80, 4 5 GENERAL NOTES: SITE RESOURCE INVENTORY LEGEND LIMITS OF AREA(S) WITH SIGNIFICANT VEGETATIVE COMMUNITIES. PROJECT LIMITS / LIMITS OF DISTURBANCE LOCATION OF UNIQUE SPECIMEN PLANT SYMBOL LEGEND AND KEY PLANT PRESERVE TRANSPLANT REMOVE IN PLACE ON —SITE FROM SITE TREE ,O \ J/ SHRUB `O\ CACTUS ABBREVIATIONS FORM: S = SINGLE TRUNK / STEM M = MULTI TRUNK OR ARMED BASIS FOR CLASSIFICATION AS A = POOR HEALTH E = ACCESS LIMITED BY TOPOGRAPHY NON -TRANSPLANTABLE: B = PLANT AGE / SIZE F = INTERFERENCE WITH OTHER PLANTS / IMPROVEMENTS C = PHYSICAL DAMAGE G = POOR FORM / CHARACTER 0 = UNSUITABLE SOIL PROPOSED DISPOSITION: PIP = PRESERVE -IN -PLACE TOS = TRANSPLANT ON SITE RFS = REMOVE FROM SITE PLANT I.D. NUMBER PLANT TYPE BOTANICAL NAME COMMON NAME HEIGHT (FEET) CALIPER (INCHES)/ ARMS FORM (S / M) TRANSPLANT- ABILITY BASIS FOR CLASSIFICATION AS NON -TRANSPLANTABLE IN SIGNIFICANT VEGETATION AREA (Y / N) PROPOSED DISPOSITION MINIMUM RECOMMENDED BOX SIZE (AS APPLICABLE) 1 Tree Cercidium microphyll Little Leaf Palo Verde 7 7 M M G No RFS 2 Tree Prosopis velutina Mesquite 81 11 M L A No RFS 3 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 12 20 S M A No RFS 4 Tree Cercidium microphyll Little Leaf Palo Verde 3 3 M M A No RFS 5 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 16 S L 8 No RFS 6 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 16 S L B No RFS 7 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 30 20 S L 8 No RFS 8 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 10 10 S H NONE No TOS N/A 9 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 36 M L B No RFS 10 Tree Prosopis velutina Mesquite 9 15 M L G No RFS 11 Tree Prosopis velutina Mesquite 10 16 M L G No RFS 12 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 20 S L B No RFS 13 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 20 S H NONE No PIP 14 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 20 S L G No RFS 15 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 20 S L G No RFS 16 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 20 S M G No PIP 17 Shrub Acacia constricta Whitethorn Acacia 6 11 M L G No PIP 18 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 48 20 S L B No PIP 19 Tree Cercidium microphyll Little Leaf Palo Verde 2 3 S H NONE No PIP 20 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 30 36 S L A No PIP 21 Tree Cercidium microphyll Little Leaf Palo Verde 14 30 M L B Yes PIP 22 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 20 S H NONE No PIP 23 Shrub Acacia constricta Whitethorn Acacia 6 4 M L G No PIP 24 Shrub Acacia constricta Whitethorn Acacia 6 4 M L G No PIP 25 Tree Cercidium floridum Blue Palo Verde 12 40 M L 8 Yes PIP 26 Shrub Acacia constricta Whitethorn Acacia 8 9 M L G No PIP 27 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 20 S L F No PIP 28 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 20 20 S L F No PIP 29 Shrub Acacia constricta Whitethorn Acacia 8 12 M L G No PIP 3o Shrub Acacia constricts Whitethorn Acacia 7 11 M L G No PIP 31 Shrub Acacia constricts Whitethorn Acacia 7 8 M L G No PIP 32 Shrub Acacia constricts Whitethorn Acacia 7 6 M L G No PIP 33 Shrub Acacia constricts Whitethorn Acacia 7 6 M L G No PIP 34 Shrub Acacia constricta Whitethorn Acacia 8 6 S M G No PIP 35 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 10 14 S H NONE No PIP 36 Tree Cercidium microphyll Little Leaf Palo Verde 12 36 M L B Yes PIP 37 Tree Prosopis velutina Mesquite 14 26 M L 8 Yes PIP 38 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 26 M H NONE No PIP 39 Shrub Acacia constricta Whitethorn Acacia 7 6 M M G No PIP 40 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 36 S H NONE No PIP 41 1 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 36 S M G No PIP 42 Cacti Carnegiea gigantea Saguaro 5 14 S M C No PIP 43 Shrub Acacia constricta Whitethorn Acacia 5 3 M M G No PIP 44 Shrub Acacia constricta Whitethorn Acacia 9 6 M L G No PIP 45 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 14 18 S H NONE No PIP 46 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 36 S H F No PIP 47 Tree Prosopis velutina Mesquite 16 18 M L B Yes PIP 48 Shrub Acacia constricta Whitethorn Acacia 5 4 M L G No PIP 49 Cacti Carne iea gigantea Saguaro 8 14 S H NONE No PIP 50 Cacti I Ferocactus wislizeni Fishhook Barrel Cactus 14 27 S IH F No PIP 51 Shrub I Acacia constricta Whitethorn Acacia 6 3 M LM G No PIP R 1. THE OVERALL SITE AREA IS APPROXIMATELY EQUAL TO 1.96 ACRES (85,764 SQ. FT.) 2, THE APPROXIMATE AREA TO BE GRADED / OR DISTURBED IS EQUAL TO 1.51 ACRES (66,166 SO. FT.) OR 78.1 PERCENT OF THE PROJECT SITE. 3. THE APPROXIMATE AREA TO BE UNDISTURBED IS EQUAL TO 0.45 ACRES (19,598 SQ. FT.) OR 22.9 PERCENT OF THE PROJECT SITE. 4. THERE ARE NO ZONING VARIANCES OR MODIFICATIONS THAT ARE APPLICABLE TO THIS PROJECT, THE ZONING SHALL REMAIN R1-144, NATIVE PLANT INVENTORY AND PRESERVATION PLAN: 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL AREAS OF THE SITE THAT WILL BE GRADED OR DISTURBED WERE INVENTORIED FOR THE PRESENCE OF PROTECTED PLANTS AS DEFINED BY THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, ADDENDUM C, TABLES C-1 AND C-2. (PROTECTED PLANTS OUTSIDE THE LIMITS OF DISTURBANCE WILL BE PRESERVED IN PLACE AND HAVE NOT BEEN INVENTORIED). THE EXISTING LOCATION(S) OF PROTECTED PLANTS ARE SHOWN ON THE AERIAL PHOTOGRAPHS INCLUDED AS PART OF THIS PLAN. THE SPECIES, SIZE, AND TRANS PLANTABI LITY OF THESE PROTECTED PLANTS ARE ALSO SHOWN ON THE INVENTORY SUMMARY TABLE. CRITERIA USED TO DETERMINE TRANSPLANTABILITY ARE AS LISTED IN THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.4. PLANTS TAGGED WITH THE FOLLOWING COLORS ARE SCHEDULED TO BE: • YELLOW = PRESERVED IN PLACE • BLUE = TRANSPLANTED ON —SITE • RED = REMOVED FROM SITE ANY SPADED OR BOXED TREE TRANSPLANTED ON SITE THAT DIES DUE TO NEGLECT OR LACK OF MAINTENANCE SHALL BE REPLACED WITH THE SAME SIZE AND SPECIES OF THE ORIGINAL SALVAGED TREE, AS REQUIRED BY THE SALVAGE PLAN. NO SALVAGE OF PLANTS REGULATED BY THE ENDANGERED SPECIES ACT AND/OR THE ARIZONA NATIVE PLANT LAW MAY OCCUR WITHOUT THE ISSUANCE OF THE APPROPRIATE PERMIT BY THE STATE DEPARTMENT OF AGRICULTURE. SALVAGE OF OPERATIONS SHALL NOT COMMENCE UNTIL THE ZONING INSPECTOR HAS PERFORMED AN INSPECTION AND GIVEN APPROVAL TO BE SALVAGED. MITIGATION OF SIGNIFICANT VEGETATION SHALL BE IN ACCORDANCE WITH TABLE 27-1 MITIGATION OF SIGNIFICANT VEGETATION. ANY PLANT THAT MEETS THE SALVAGE CRITERIA IN SECTION 27.6.B.4 SHALL BE PRESERVED IN PLACE OR TRANSPLANTED ON —SITE. ANY PLANTS THAT MEET THE SALVAGE CRITERIA THAT ARE DESTROYED SHALL BE REPLACED ON A ONE—TO—ONE RATION OF THE SAME SPECIES AND SIZE AS THAT DESTROYED. FIVE UNDERSTORY PLANTS FROM THE SUPPLEMENTAL ARIZONA DEPARTMENT OF WATER QUALITY NATIVE PLANT LIST WILL BE PLANTED FOR EVERY MITIGATED TREE. THE LIMITS OF GRADING SHALL BE STAKED IN THE FIELD, IN ACCORDANCE WITH SECTION 27.6.13.7.c.ii. DISTURBANCE OUTSIDE THE APPROVED GRADING LIMITS SHALL NOT BE PERMITTED. 7 6 SIGNIFICANT VEGETATION: 1. THERE IS ONE SIGNIFICANT PLANT COMMUNITY ON THE PROJECT SITE AS DEFINED BY THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.3. THE LOCATION OF THE SIGNIFICANT PLANT COMMUNITY IS SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH(S). 2. THERE ARE SIGNIFICANT PLANT OCCURRENCES ON THE PROJECT SITE AS DEFINED BY THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.3. THE LOCATION OF THE SIGNIFICANT PLANT OCCURRENCES IS SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH(S). 3. THERE ARE UNIQUE PLANTS ON THE PROJECT SITE AS DEFINED BY THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.3. THESE UNIQUE PLANTS CONSIST OF: • 5 TREES WITH TRUNK DIAMETERS LARGER THAN TWELVE INCHES, THE LOCATION OF THESE TREES IS SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH. 4. THE APPROXIMATE ON —SITE AREA WITH SIGNIFICANT VEGETATION IS EQUAL TO 0.09 ACRES (3,924 SO. FT.). 5. THE APPROXIMATE AREA OF SIGNIFICANT VEGETATION TO BE GRADED OR DISTURBED IS EQUAL TO 0 ACRES (0 SQ. FT.) OR 0 PERCENT OF THE TOTAL AREA WITH SIGNIFICANT VEGETATION. DISTURBANCES TO AREAS WITH SIGNIFICANT VEGETATION RESULTING FROM THE PROPOSED PROJECT: 1. AS CURRENTLY PROPOSED, THE PROJECT WILL NOT RESULT IN DISTURBANCE TO THE SIGNIFICANT VEGETATION ON THE PROJECT SITE. 2. THE SCOPE OF THE DISTURBANCE AND THE SCOPE OF THE REQUIRED MITIGATION IS SHOWN ON THE NATIVE PLANT INVENTORY AND PRESERVATION PLAN FOR THIS PROJECT. COMO DRIVE PARKING LOT EXPANSION - NATIVE PLANT INVENTORY, SALVAGE, AND PRESERVATION PLAN SUMMARY PERCENT OF SIGNIFICANT VEGETATION (SV) DISTURBED: 0% MITIGATION MUTIPLIER FOR PLANTS REMOVED FROM AREAS WITH SIGNIFICANT VEGETATION: 0 (0 IF NO DISTURBANCE, 1 IF DISTURBANCE TO SV IS 30-49%, 2 IF DISTURBANCE IS 50-100%) PERCENT OF MITIGATION TREES TO BE 48" BOX: 0% (0% IF DISTURBANCE TO SV IS 0-49%, 50% IF DISTURBANCE TO SV IS 50-100%) PERCENT OF MITIGATION TREES TO BE 36" BOX: 0% (0% IF DISTURBANCE TO SV IS 0-29%, 100% IF DISTURBANCE TO SV IS 30-49%, 50% IF DISTURBANCE TO SV IS 50-100%) CATEGORY BOTANICAL NAME COMMON NAME TOTAL PLANTS VIABLE NON -VIABLE QUANTITY P.I.P. QUANTITY T.O.S. QUANTITY R.F.S. TREE CERCIDIUM FLORIDUM BLUE PALO VERDE 1 0 1 1 0 0 CERCIDIUM MICROPHYLLUM FOOTHILLS PALO VERDE 5 1 0 3 0 2 PROSOPIS VELUTINA VELVET MESQUITE 5 0 5 2 0 3 SHRUB ACACIA CONSTRICTA WHITETHORN ACACIA 15 0 15 15 0 0 CACTI CARNEGIA GIGANTEA ISAGUARO 2 1 1 2 0 0 FEROCACTUS WIZLESZENII I FISHHOOK BARREL CACTUS 23 9 1 14 14 1 8 TOTAL 51 1 11 1 36 1 37 1 1 13 P.I.P. = PRESERVED -IN -PLACE T.O.S. = TRANSPLANTED -ON -SITE (OR IN OTHER APPROVED LOCATION) R.F.S. = REMOVED -FROM -SITE (DESTROYED) LEGAL DESCRIPTION: THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 33 T1 1S, R ME, GILA & SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. EXCEPT THE EAST 30 FEET THEREOF, EXCEPT THE SOUTH 50 FEET AS SHOWN IN BOOK 7, PAGE 83 OF ROAD MAPS. AND THE SOUTH 455 FEET OF THE NORTH 460 FEET OF THE EAST 124.46 FEET OF THE SW QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, Tl 1S, R13E SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. SCALE: 1 "=40' CONTOUR INTERVAL: 1' DATE OF REVISION: TOV CASEWS: OV1801 125 - OV1702932 - P1200-03 SHEET : I OF 1 H G Expires 02/30/2018 F E LU Z • • •0 LU p Uz 4 LU CL W z Z > J � W I� O 0 W (D D �-j %- a ZD 0 U w �(D 4) ZU .> U"'/ 4- ryp C3 C U -V-) Z U Z ,0 r--o "O 0 vi +1� C w Q0 Z ON 0 �N Z L0 LLI � o6 m o �� V aLL W 0 � o� = m`60 U a0 Cie Cl) N Q cN M. A PROJECT NO. 16093.00 DESIGN BY: ML DRAWN BY: ML CHECKED BY: DKM DATE: 2018/09/09 SHEET: 5OF 7 N N-1 0 Copyright 2012 GLEN Architects&Engineers Inc. All rights reserved 2 3 4 5 6 1 7 8 1 9 O I 3 4 5 F'7 G F E D C A O LANDSCAPE SITE PLAN SCALE: 1" = 40'-0" O 20' 40' 80' LANDSCAPE WATER PLAN WINTER SPRING SUMMER MONSOON WINTER MONTH 1 2 3 4 5 6 7 8 9 10 11 12 YEAR 3: Continue to increase irrigation water use as needed as plants mature up to, but not exceeding, 100% ADWR value by end of year 3. (average monthly water use = 9,921 al month 94151 100951 10 251 114451 117251 117251 80651 80651 91451 98651 95451 9285 TOTAL (1009: ADWR = 119,049) 119,000 YEAR 4: Begin gradually decreasing irrigation to buffer, median, and ROW areas in order to reach zero irrigation in those areas by end of Year 4, to reach 75% ADWR by end of year, average monthly water use = 7,441 al month 90601 88001 8520 8800 94701 9470 47301 47301 55401 63601 62201 5540 TOTAL (75% ADWR = 89,287) 87,240 YEAR 5: Continue decreasing irrigation to buffer, median, and ROW areas. By end of year 5, irrigation to buffer, median, and ROW areas must be zero, and total amount of water used at site to meet 50% of ADWR maturity value (average monthly water use = 4,961 gal/month) 54101 54101 55501 56901 60901 60901 27101 27101 33801 49601 47401 4740 TOTAL 50% ADWR = 59,525 57,480 2 3 LANDSCAPE SCHEDULE # EMITTER OUTLETS/ SYM./KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY FLOW RATE NOTES TREES (NURSERY STOCK) CERCIDIUM FLORIDUM BLUE PALO VERDE 24" BOX 2 6/1.0 GPH SEE DETAILS 0 CERCIDIUM MICROPHYLLUM FOOTHILLS PALO VERDE 24" BOX 10 1/1.0 GPH 15 GAL. 4 6/1.0 GPH • PROSOPIS VELUTINA VELVET MESQUITE 24" BOX 6 6/1.0 GPH " 15 GAL. 7 6/1.0 GPH " SHRUBS (NURSERY STOCK) ACACIA CONSTRICTA WHITETHORN ACACIA 5 GAL. 4 1 /1.0 GPH SEE DETAILS CELTIS PALLIDA DESERT HACKBERRY 5 GAL. 2 1 /1.0 GPH It (8 EPHEDRA TRIFURCA LONG -LEAVED JOINT -FIR 5 GAL. 1 1 /1.0 GPH ° 0 HYMENOCLEA SALSOLA BURRO BRUSH 5 GAL. 2 1 /1.0 GPH " ACCENTS / CACTUS (NURSERY STOCK) OPUNTIA VERSICOLOR STAGHORN CHOLLA 5 GAL. 1 1/1.0 GPH SEE DETAILS SALVAGED PLANTS FEROCACTUS WIZLESZENII FISHHOOK BARREL N/A 1 N/A SEE DETAILS EXISTING PLANTS OEXISTING PLANT TO REMAIN IN PLACE N/A 37 N/A N/A HYDROSEED MIX BOTANICAL NAME COMMON NAME PURE LIVE SEED (PLS) RATE a ACACIA CONSTRICTA AMBROSIA DELTOIDEA WHITETHORN ACACIA BURSAGE 1.0 2.0 IBS./AC. IBS./AC. APPLY USING HYDROSEEDING ARISTIDA PURPUREA PURPLE THREE -AWN 1.25 IBS./AC. TECHNIQUES BAILEYA MULTIRADIATA DESERT MARIGOLD 1.0 IBS./AC. @ 20 LBS. PER AREAS TO BE BOUTELOUA CURTIPENDULA SIDEOATS GRAMA 1.25 IBS./AC. ACRE HYDROSEEDED BOUTELOUA ROTHROCKII ROTHROCK GRAMA 1,25 IBS./AC. CALLIANDRA ERIOPHYLLA FAIRY DUSTER 0.5 IBS./AC. CASSIA COVESII DESERT SENNA 1.0 IBS./AC. DIGITARIA CALIFORNICA ARIZONA COTTONTOP 1.25 IBS./AC. ENCELIA FARINOSA BRITTLEBUSH 0.5 IBS./AC. ESCHOLTZIA MEXICANA MEXICAN POPPY 1.25 IBS./AC. ISOCOMA TENUISECTA BURROW WEED 1.0 IBS./AC. KALLSTROEMIA GRANDIFLORA ARIZONA POPPY 1.25 IBS./AC. LARREA TRIDENTATA CREOSOTE 1.0 IBS./AC. PENSTEMON PARRYI PARRY'S PENSTEMON 1.25 IBS./AC. SPHAERALCEA AMBIGUA DESERT GLOBE MALLOW 1.0 IBS./AC. PSILOSTROPHE COOPERI PAPER FLOWER 1.0 IBS./AC. SPHAERALCEA COULTERI GLOBE MALLOW 1.25 IBS./AC. INORGANIC SURFACING AREAS TO RECEIVE DECOMPOSED GRANITE NOTE: INSTALLED DEPTH OF DECOMPOSED "DESERT GRANITE SHALL BE 2". COLOR SHALL BE GOLD." GRADATION SHALL BE 1/2" MINUS. SURFACING TREE TRUNK - PLAN VIEW 8" MIN. 12 GAUGE, ANNEALED STEEL GUY WIRE INSIDE HOSE AND TWISTED CLOSED AT ENDS f- TREE STAKE, TYP. /4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. 8" MIN. 0 LOOP AROUND TRUNK. 12 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WIRE PAIRS FROM THE MIDDLE 8' x 2" TREATED LODGE POLE PINE TREE STAKES, TWO (2) PER TREE DECOMPOSED GRANITE SURFACING, WHERE APPLICABLE r-- FINISHED GRADE tit i /Mel WN111.. ... - . SCALE: N.T.S. PL-3.2 NOTES: 1. DO NOT CREATE BASIN AT BASE OF CACTUS. SLOPE BACKFILL AWAY FROM PLANT. 2. BURY ONE FULL PAD, MINIMUM. DECOMPOSED GRANITE SURACING, WHERE APPLICABLE SLOPE FINISHED GRADE NATIVE SOIL OR CLEAN SAND BACKFILL, AS SPECIFIED. DO NOT INCLUDE MULCH. - ` - THOROUGHLY INCORPORATE °O 0. 25 lbs. OF SOIL SULFUR _ I .. = INTO BACKFILL. WATER M "}' SETTLE AND TAMP BACKFILL - I I= BELOW ROOT SYSTEM. III=III= �- UNDISTURBED SUBGRADE 70, 18" MIN, OTHER CACTUS PLANTING (CONTAINER GROWN) 4 SCALE: N.T.S. PL-3.22 4 5 7 GENERAL NOTES: 1. THE OVERALL SITE AREA IS APPROXIMATELY EQUAL TO 1.96 ACRES (85,764 SQ. FT.) 2. TOTAL MILES OF NEW PUBLIC STREETS IS 0,039 MILES. 3. THERE ARE NO ZONING VARIANCES OR MODIFICATIONS THAT ARE APPLICABLE TO THIS PROJECT. ZONING SHALL REMAIN AS R 1 -144. 4. ASSURANCES FOR WATER SERVICE, SITE STABILIZATION AND LANDSCAPING MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS. ADDITIONAL NOTES: 1. LANDSCAPE TO CONFORM TO THE ORO VALLEY LANDSCAPE CODE. 2. MITIGATION OF SURVEYED PLANTS IN THE NATIVE PLANT PRESERVATION PLAN WILL BE INCORPORATED IN THE LANDSCAPE DESIGN. 3. ANY TREE WITHIN 10 FEET OF WATER MAIN SHALL HAVE A ROOT BARRIER INSTALLED. 4. ASSURANCES FOR LANDSCAPING AND RE -VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS 5. PROPERTY OWNER SHALL MAINTAIN BUFFER YARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30") INCHES 1N HEIGHT WITHIN SITE VISIBILITY TRIANGLES. TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/FOLIAGE IS NOT BELOW A HEIGHT OF SIX (6') FEET. 6. IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING/DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDRO SEED MIX FROM OVZCR ADDENDUM D: APPROVED REVEGETATION SEED MIX. 7. ALL PLAN MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE. 8. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SEC. 27.6.2.4., MAINTENANCE. 9. 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 THE ROADWAY SURFACE. BOTANICAL NAME COMMON NAME QUANTITY SIZE WATER USE TYPE ADWR ANNUAL USE AT MATURITY ANNUAL WATER USE MONTHLY WATER USE ACACIA CONSTRICTA WHITETHORN ACACIA 4 5 GAL. 1 1,754 7,016 585 CELTIS PALLIDA DESERT HACKBERRY 2 5 GAL. 1 634 1,268 106 CERCIDIUM FLORIDUM BLUE PALO VERDE 2 24" BOX 2 5,702 11,404 950 CERCIDIUM MICROPHYLUM FOOTHILLS PALO VERDE 14 24" BOX / 15 GAL. 1 1,754 24,556 2,046 EPHEDRA TRIFURCA LONG -LEAVED JOINT -FIR 1 5 GAL. 1 117 117 10 HYMENOCLEA SALSOLA BURRO BRUSH 2 5 GAL. 1 281 562 47 PROSOPIS VELUTINA VELVET MESQUITE 13 24" BOX / 15 GAL. 2 5,702 74,126 6,177 TOTAL WATER AT MATURTY 119,049 9.921 CONTAINER GROWN SHRUB / GROUNDCOVER PLANT, SIZE AS NOTED ON PLANS DECOMPOSED GRANITE, WHERE APPLICABLE FINISHED GRADE " MI TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE BALL i�/ / PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. 17-777 UNDISTURBED SUBGRADE SHRUB / GROUNDCOVER PLANTING (1, 5, AND 15 GAL. SIZE) SCALE: N.T.S. 7 PL-3.10 NOTES: 1. DO NOT CREATE A BASIN AT BASE OF CACTUS. SLOPE BACKFILL AWAY FROM STEM. 2. HARDENED PORTION OF CACTUS SHALL NOT SHOW ABOVE FINISHED GRADE. DECOMPOSED GRANITE SURFACING, WHERE APPLICABLE FINISHED GRADE SLOPE III- NATIVE SOIL OR CLEAN SAND BACKFILL, SPECIFIED. DO NOT INCLUDE MULCH. MIN. DUST EXPOSED ROOTS WITH SOIL SULFUR BEFORE PLANTING. WATER SETTLE AND TAMP BACKFILL BELOW ROOT SYSTEM. UNDISTURBED SUBGRADE 18" MIN. BARREL CACTUS PLANTING (SALVAGED SPECIMEN) SCALE: N.T.S. PL-2.40 LEGAL DESCRIPTION: THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 33T11S, R13E, GILA & SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. EXCEPT THE EAST 30 FEET THEREOF, EXCEPT THE SOUTH 50 FEET AS SHOWN IN BOOK 7, PAGE 83 OF ROAD MAPS. AND THE SOUTH 455 FEET OF THE NORTH 460 FEET OF THE EAST 124.46 FEET OF THE SW QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, T11S, R13E SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. SCALE: 1 "=40' CONTOUR INTERVAL: 1' DATE OF REVISION: TOV CASEWS: OV1801125 - OV1702932 - P1200-03 SHEET: 1 OF 1 8 1 9 G Expires 09/30/2018 F E � W 1-- Z .. W II- Uw :Uj z J C Q °_ C) a w °- D C a Z LJJ U�0 U U �E Z �° u Qi C IZ W w e 0 Z oCq a- Z W 06 U_ CIO w a� L. o m�0- U C0 ry co � Q C�V - A PROJECT NO. 16093.00 DESIGN BY: ML DRAWN BY: ML CHECKED BY: DKM DATE: 2018/09 /09 SHEET: 60F 7 L-1> 1 Copyright 2012GLHNArchitecis&Engineers Inc. All rights reserved I m G F E D 1 C A is EXISTING: CONTROL !MJ! IRRIGATION SITE PLAN SCALE: 1" = 40'-0" 3 NORTH D 20' 40' 80' IRRIGATION EQUIPMENT SCHEDULE SYMBOL DESCRIPTION MAKE / MODEL / TYPE / NOTES r®, AUTOMATIC CONTROLLER IN CONTROLLER A: EXISTING L_ J SECURITY CABINET ------- MAINLINE PIPE MAINLINE PIPE: SCHEDULE 40 PVC PIPE, SIZE AS NOTED FITTINGS: SCHEDULE 40 PVC FITTINGS FITTINGS FOR R.C.V. ASSEMBLIES: SCHEDULE 80 PVC FITTINGS LATERAL LINE PIPE PIPE: SCHEDULE 40 PVC PIPE, SIZE AS NOTED FITTINGS: SCHEDULE 40 PVC FITTINGS PIPE SLEEVE SLEEVE: SCHEDULE 40 PVC SLEEVE, SIZE AS NOTED H ISOLATION VALVE BALL VALVE: WATTS MODEL FBV (INCOMING LINE SIZE) IN ACCESS BOX ACCESS BOX: CARSON MODEL 1419-12 REMOTE CONTROL VALVE ASSEMBLY REMOTE CONTROL VALVE: RAIN BIRD MODEL PESB SERIES, SIZE AS NOTED FOR DRIP ZONES IN ACCESS BOX BALL VALVE: WATTS MODEL FBV (SAME SIZE AS REMOTE CONTROL VALVE) PRESSURE REGULATING VALVE: RAIN BIRD MODEL PSI-M40X-100 IN -LINE FILTER: RAIN BIRD MODEL RBY-100-C-LSS ACCESS BOX: CARSON MODEL 1220-12 MULTI -OUTLET EMITTER MULTI -OUTLET EMITTER: RAIN BIRD MODEL(S) XBT-10-6 IN ACCESS BOX EMITTER RISER: SCHEDULE 40 PVC PIPE WITH SCHEDULE 40 MALE ADAPTER FITTING DISTRIBUTION TUBING: RAIN BIRD MODEL DT-025 ACCESS BOX: CARSON MODEL 708 ■ PVC LATERAL FLUSH CAP IN FLUSH CAP: SCH. 40 PVC RISER W/ SCH. 40 PVC M.A. AND SCH.. 40 PVC THREADED CA ACCESS BOX ACCESS BOX: CARSON MODEL 708 A-1 REMOTE CONTROL VALVE (A-1): CONTROLLER AND STATION ASSIGNMENT TREE 1 IDENTIFICATION INFORMATION (TREE): TYPE OF ZONE (SPRAY, BUBBLER, DRIP/TREE, DRIP/SHRUB, ETC.) (1"): SIZE OF VALVE 4 5 6 7 NOTES: NOTE: USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 1. ALL WIRES TO BE INSTALLED PER LOCAL CODE. TAPE AND BUNDLE 1/2" REVEAL WIRES EVERY 20'. PROVIDE EXPANSION COIL AT EACH WIRE EINFORCED PLASTIC ACCESS BOX FINISHED GRADE CONNECTION IN VALVE BOX (WRAP AROUND 1/2" 0 PIPE 15 TIMES). / COVER & EXTENSION(S) VR AS[CFF 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT EQ'D DECOMPOSED GRANITE UNDISTURBED SOIL. WHERE NOTED ON PLAN 3. ALL THREADED PVC JOINTS SHALL BE WRAPPED WITH TEFLON TAPE. REINFORCED PLASTIC SCH 80 PVC THREADED _ = ACCESS BOX W/ COVER UNION AND FITTINGS, TYP. BRASS BRONZE 2" REVEAL BRASS BRONZE BALL VALVE z _ BALL VALVE FINIISHED GRADE DECOMPODGRANIITE WHERE NOTED ON PLANS ___ _ SCHEDULE 80 PVC PVC 00 _ MALE ADAPTER, LATERAL- = TYP. BOTH SIDES -III-III WIRE CONNECTORS SCH. 40 PVC II BRICK FOR MAINLINE I II I FOOTING, ONE AT - 2" -_ EACH CORNER 11 II CONTROL/ IN -LINE PRESSURE - I- COMMON REGULATOR WIRES pv v p IN -LINE SCREEN FILTER I III-1I VALVE TO BE FIRMLY _ -I I -I BRICK, TYPICAL OF W/ 200 MESH STAINLESS _ - ---= SCH. 80 PVC MAINLINE FITTING SUPPORTED A 4 DEEP ONE AT EACH STEEL SCREEN 3/4"� GRAVELL BED CORNER REMOTE CONTROL VALVE, SIZE 8" DEEP 3/4"0 GRAVEL SUMP AS NOTED ON PLANS. MAINLINE ISOLATION ( BALL) VALVE (1z" TO 1�i" SIZE) REMOTE CONTROL VALVE ASSEMBLY —DRIP ZONE SCALE: N.T.S. IR-5.3 NOTE: BACKFILL WITHIN 3" OF SLEEVE SHALL BE FREE OF ROCKS AND STONES LARGER THAN 1/2"0. IF ROCK CANNOT BE REMOVED FROM EXCAVATED SOIL, PROVIDE CLEAN SAND BEDDING. WRAP 112 GA. GALVANIZED WIRE AROUND EACH END OF SLEEVE (10 WRAPS MIN.) AND EXTEND TO SURFACE AS A LOCATING DEVICE 24" MIN. �- FINISHED GRADE BACKFILL PLACED AND PAVEMENT, TYP. COMPACTED PER ROADWAY ,•: SUBGRADE a SPECIFICATION _ - IN. FOR LATERALS FOR MAINLINES SCH. 40 PVC PIPE SLEEVE, SIZE AS NOTED SELECT BACKFILL WITHIN 3" OF SLEEVE. SEE NOTES ABOVE. SLEEVE UNDER STREET OR PARKING LOT SCALE: N.T.S. NOTES: 1. LENGTH OF DISTRIBUTION TUBING SHALL NOT EXCEED 8'-0". 2. LAYOUT DISTRIBUTION TUBING AS SHOWN AND LOCATE DISCHARGE POINT 2" ABOVE FINISHED GRADE. SCH. 40 PVC LATERAL AN D FITTINGS 6" TYP. 11. _-y- ` MULTI -OUTLET EMITTER IN ACCESS BOX TYP. CENTER OF SHRUB OR ONE OR MORE OUTLET PER EACH SHRUB OR GROUNDCOVER GROUNDCOVER, TYP. SEE LANDSCAPE SCHEDULE FOR QUANTITY OF EMITTER OUTLETS TO BE EXTENDED TO EACH PLANT SPECIES / SIZE. NOTE: SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS 7N\�MITTER DISTRIBUTION TUBING LAYOUT AT SHRUBS SCALE: N.T.S. SCALE: N.T.S. IR-6.2 6" DIAMETER ROUND REINFORCED PLASTIC ACCESS BOX WITH COVER. COVER TO BE SUPPORTED BY TOP OF BOX OR CONTINUOUS INTERNAL DECOMPOSED GRANITE LIP. WRAP BOX WITH DETECTABLE WHERE NOTED ON PLAN MARKING TAPE AS LOCATING DEVICE. DISTRIBUTION TUBING 1/2" REVEAL TO PLANT FINISHED GRADE 412 N.---- MAX.- MANUFACTURED SLOT OR DRILLED - - - I- HOLE IN ACCESS BOX MULTI -OUTLET EMITTER SCH. 40 PVC MALE ADAPTER SCH. 40 PVC PIPE AND FITTINGS SCH. 400-=- PVC LATERALol �QO GRAVEL SUMP WITH 1/2 CU. FT. OF 3/4" DIA. GRAVEL =1 I NOTE: SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS MULTI OUTLET EMITTER — SIX OUTLET SCALE: N.T.S. 6" DIAMETER ROUND REINFORCED PLASTIC ACCESS BOX WITH COVER. COVER TO BE SUPPORTED BY TOP OF BOX OR CONTINUOUS INTERNAL LIP. WRAP BOX WITH DETECTABLE MARKING TAPE AS LOCATING DEVICE. 1/2" REVEAL FINISHED GRADE DECOMPOSED GRANITE WHERE NOTED ON PLANS 2" - -- - - - MIN. - — - - - - SCH. 40 PVC THREADED CAPMALE ADAPTER WITH = SCH. 40 PVC PIPE AND FITTINGS GRAVEL SUMP W/ 1/2 CU, O — FT. OF 3/4 DIA. GRAVEL SCH. 40 PVC LATERAL LINE FLUSH CAP7**'\�TE�RAL SCALE: N.T.S. 1 2 3 1 4 1 5 1 6 7 8 9 NOTES: 1. SELECT BACKFILL SHALL BE SAND OR SOIL FREE OF ROCKS AND STONES LARGER THAN 1/2" DIA. 2. BACKFILL MATERIAL SHALL BE WATERED IN AND COMPACTED TO DENSITY OF ADJACENT UNDISTURBED SOIL. FINISHED GRADE „ 12 MIN. EXCAVATED SOIL, REPLACED AND H PVC LATERAL COMPACTED SELECT BACKFILL DRIP SYSTEM/ 3" MIN. HEADER PIPE ALL LATERAL PIPE SIDES FINISHED GRADE DETECTABLE MAINLINE - MARKING TAPE - 18" MIN. �ii ii EXCAVATED SOIL, PVC MAINLINES REPLACED AND AND LOW COMPACTED VOLTAGE SAND BEDDING 3" MIN. - COMMON / CONTROL WIRES ALL SIDES _ ' _ CONTROL WIRES - - MAINLINE PIPE PIPE TRENCHING AND BACKFILL — MAINLINES, LATERALS AND MARKING TAPE SCALE: N.T.S. IR-16.1 NOTE: LAYOUT DISTRIBUTION TUBING AS SHOWN AND LOCATE DISCHARGE POINT t2" ABOVE FINISHED GRADE. TREE TRUNK LAYOUT 4 EMISSION POINTS EQUALLY SPACED VT6 AROUND A CIRCLE WITH A RADIUS OF 5'-0", FROM TRUNK TREE CANOPY DISTRI BUT ON TUBING MULTI -OUTLET EMITTER IN ACCESS BOX, TYR SIX OUTLETS PER TREE, TYP. SCH. 40 PVC LATERAL AND FITTINGS NOTE: SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS EMITTER DISTRIBUTION TUBING LAYOUT AT TREE — SIX OUTLET 1_1,: f SCALE: N.T.S. GENERAL NOTES: 1. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS. 2. IF DESERT LANDSCAPING IS USED WHICH WILL ULTIMATELY RELY ON NATURAL WATER SOURCES, A TEMPORARY DRIP IRRIGATION SYSTEM SHALL BE EMPLOYED UNTIL SUCH TIME AS THE PLANT MATERIALS ARE SUSTAINED BY NATURAL WATER SOURCES. 3. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REAS, SHALL BE REPLACED IN ACCORDANCE WITH SEC. 27.6.E.4., MAINTENANCE. 4. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER MAINS (PUBLIC OR PRIVATE) SHALL BE EQUIPPED WITH BACKFLOW PREVENTERS. 5. THE ANNUAL WATER USE FOR A PROJECT SHALL NOT EXCEED THE ANNUAL LANDSCAPE WATER PLAN. 6. IRRIGATION METER READINGS SHALL BE USED TO DETERMINE COMPLIANCE WITH THE LANDSCAPE WATER PLAN. NON-COMPLIANCE IS SUBJECT TO PENALTIES UNDER ORO VALLEY TOWN CODE. 7. METER READINGS SHALL BE USED TO DETERMINE COMPLIANCE WITH THE LANDSCAPE WATER PLAN. NON-COMPLIANCE IS SUBJECT TO PENALTIES UNDER ORO VALLEY TOWN CODE. 8. AN INITIAL METER READING SHALL BE TAKEN PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY AND RECORDED FOR REFERENCE AS PART OF THE WATER PLAN. 9. IRRIGATION WATER SHALL NOT LEAVE THE LANDSCAPED AREAS AND FLOW ONTO ROADS, PARKING AREAS OR SIDEWALKS. N. LEGAL DESCRIPTION: THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 33 T11S, R13E, GILA & SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. EXCEPT THE EAST 30 FEET THEREOF, EXCEPT THE SOUTH 50 FEET AS SHOWN IN BOOK 7, PAGE 83 OF ROAD MAPS. AND THE SOUTH 455 FEET OF THE NORTH 460 FEET OF THE EAST 124.46 FEET OF THE SW QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, T11S, R13E SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. SCALE: 1 "=40' CONTOUR INTERVAL: 1' DATE OF REVISION: TOV CASEWS: OV1801125 - OV1702932 - P1200-03 SHEET : 1 OF 1 9 Expires 02/30/2018 F E ad W I— Z W U z CL :�iUJ Z 1 J 60 CL w Q� c� _� D -I CL �0< C O 0 0 L, +_ I-- Z U C3 V � oC)) •- > CL U LE U Z F, o `o U C W Q w e0 Z O N u OD Z Lo wy > � W m N Du- U aI- w o �' 0 = 00 U WOR ne Q CV F— I. F PROJECT NO. 16093.00 DESIGN BY: ML DRAWN BY: ML CHECKED BY: DKM DATE: 2018/09/09 SHEET : 7 OF 7 N 0 Copyright 2012 GLHN Architects&EngineersInc- All rights reserved