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HomeMy WebLinkAboutOV1801125Qo, ��er AR/toy TOWN OF ORO VALLEY :ddwftko. 9 COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT F, 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovalleyaz.gov "'OVNDED 'k91A Office' 1.2 GENERAL APPLICATION FORM Application Type: ❑ Major General Plan Amendment ❑ Final Plat ❑ Rezoning/PAD Amendments ❑ Pre -Application ❑ Planned Area Development, ❑ Zoning Verification ❑ Conditional Use Permit �,,O,�� ❑ Sign Criteria ❑ Zoning Code Amendment Q�'f, d ❑ Sign - PAD Exemption M Conceptual Site Plan �` _ ❑ Master Sign Program ❑ Conceptual Public Art-- ❑ Communication Facility — Tier 1 and 2 Minor ❑ Conceptual Architecture''f ❑ Communication Facility — Major ❑ Final Site Plan ❑ Revised Development Plan ® Conceptual Landscape Plan ❑ Other Subject Property Information: Address: 2350+2360 W. TANGERINE ROAD* Parcel/Tax Code: 219-42-014c-- Subdivision / Commercial Center Name: NA Book / Page or Sequence Number: BOOK 37/ PAGE 45 Lot Number(s) Legal Description: SE QTR OF THE SW QTR OF THE SE QTR Section/Township/Range: SECT 33 T1 1S, R13E, GILA & SALT RIVER MERIDIAN Area of Property: 10.23 ACRES Existing Land Use: CHURCH AND COMMUNITY SERVICE Proposed Land Use: SAME Applicant Information: * If more than one, attach list Applicant *: Name: CARL KILGORE Firm: GLHN ARCHITECTS & ENGINEERS, INC. Address: 2939 E. BROADWAY BLVD. City: TUCSON State:AZ Zip: 85716 Telephone: (520) 881-4546 Fax: NA Email: CKILGORE@GLHN.COM Property Owner(s) if different from Applicant *: Name: JOHN PEMBERTON Firm: VICTORY ASSEMBLY OF GOD OF PIMA COUNTY, INC. Address: 2561 W. RUTHRAUFF ROAD City: TUCSON State: AZ Zip:85704 Telephone: Fax: Email: JOHNP@VWCAZ.ORG Consultant*: SEE APPLICATION (Discipline) Name: Firm: Address: City: State: Zip: Telephone: Fax: Email: *SEE ATTACHED PARCEL INFORMATION #OV1701880 7 Protect Description/Narrative: (SEPARATE SHEET PREFERRED) ATTACHED 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. — CARL KILGORE 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. 8 AN ESOP COMPANY BRIAN G. HAGEDON, AIA April 19, 2018 HENRY W. JOHNSTONE, PE JOHNTHEO C. E C. MOE, E Town of Oro Valley— Planning Division THEODORE C. MOELLER, PE ROBERT M. LAMB, PE 11000 North La Canada Drive Oro Valley, AZ 85737 Attention: Milini Simms Reference: OV 1702932 Subject: Victory Worship Parking Lot Expansion To: Town of Oro Valley, Project Description The Owner, Arizona District Council Of The Assemblies Of God Inc. is proposing an approximately 40,000 square foot parking lot expansion, incompliance with the approved development plan P1200-103 (dated 03.27.02). Enhancements to the site plan include: ➢ a protected pedestrian access way through the parking lot to Como Drive, ➢ a vehicular access drive to Como Drive utilizing a right turn only exit pattern, ➢ a 3'6" tall berm or wall will be added to the north and east side of the parking lot improvement in combination with landscape planting to block vehicular light intrusion into the neighboring residential properties. The conceptual site plan features a new asphaltic concrete parking lot with curb cuts and swales to allow runoff to be captured into tree wells at curb islands and the landscaped retention area. Vehicular access to Como Drive will adhere to the Intersection Sight Distance design speed of 25MPH. The parking lot is designed to accommodate a wheelbase SU -30 20' inside and 40' outside radius. The proposed improvements are broken into two phases with phase one including 31 parking spaces, screening berms, a temporary protected public access way, an all-weather ingress / egress drive to Como Drive, retention area improvements and site lighting including phase 2 lighting infrastructure. Phase two completes the remainder of the parking lot for a total of 98 spaces, 6 less than proposed in the approved development plan. in addition the protected pedestrian public access way is relocated and the site lighting is completed. These improvements do not generate additional traffic volumes; anticipated trip numbers are in line with those estimated during the original development plan approval. Due to the Tangerine Road improvements, the locations and turning movements at egress points have changed, but these changes do not impact traffic on Tangerine or any intersections other than Como Drive at Tangerine. Victory Worship Center has made extra effort to ensure that church traffic does not impact local residents and has worked closely with the Town and those residents to meet the above requirements. We trust that a new traffic impact statement is not necessary in this case. This Conceptual Plan adheres to the originally approved Development Plan P1200-103. Thank you, Amber Haro, Assoc. AIA Architectural Designer GLHN Architects & Engineers, Inc. 2939 E Broadway Blvd. I Tucson, AZ 85716 1 P (520) 881.4546 1 F (520) 795.1822 3030 N 3rd St, Suite 600 1 Phoenix, AZ 85012 1 P (602) 368.9393 GLHN.com '7 t AN ESOP COMPANY BRIAN G. HAGEDON, AIA HENRY W. JOHNSTONE, PE JOHN C. MCGANN, PE THEODORE C. MOELLER, PE ROBERT M. LAMB, PE April 20, 2018 Town of Oro Valley 11000 N. La Canada Drive Oro Valley, Arizona 85737 Attention: Milini Simms Reference: ' Victory Worship Center at Copper Mountain GLHN #16093.00 Subject: Parking Lot Improvements, Conceptual Design Package Requirements Dear Ms. Simms, The proposed parking improvements at the above -referenced church, located at 2350 West Tangerine Road, are in general conformance with the approved Development Plan (DP) number P1200-103. As part of the improvements, a stormwater detention basin will be constructed that will mitigate increases in downstream runoff, in conformance with the approved Development Plan. Downstream flows from the site are conveyed to the Tangerine Road right-of-way, and are accounted for in the Tangerine Road design. Since the increase in flows are mitigated on -site and because the runoff is conveyed to public right -of way, it is our opinion that an Offsite Drainage Conveyance Letter from downstream property owner(s) is not an applicable requirement for this project. Should you have any questions, please do not hesitate to contact us. Sincerely, GLHN Architects & Engineers, Inc. C. McGann, P.E. tor, Civil Engineer JCM: sl xc: CEK, LVL, JEE GLHN Architects & Engineers, Inc. 2939 E Broadway Blvd. I Tucson, AZ 85716 1 P (520) 881.4546 1 F (520) 795-1822 3030 N 3rd St, Suite 600 1 Phoenix, AZ 85012 1 P (602) 368-9393 GLHN.com oPo�P��EY gq��O29 FO'/NDED Agl" Town of Oro Valley Community and Economic Development Department July 19, 2018 Carl Kilgore GLHN Architects and Engineers 2939 Broadway Blvd. Tucson, AZ 85716 ckilgore@glhn.com Re: Parking lot expansion and access to Como Drive Victory Worship Center 2350 Tangerine Road Action Letter (OV1801125) Dear Mr. Kilgore, During their regularly scheduled meeting on July 18, 2018, the Town Council conditionally approved (see attachment) the revised site and landscape plan for Victory Worship Center, to gain access to Como Drive. The next step is to submit final design plans for staff review and approval. For submittal requirements, please see the enclosed process guide. If you have any questions, please do not hesitate to contact me at 520.229.4836 or msimmsCaD-orovalleyaz.gov. Best regards, Milini Simms Senior Planner 520.229.4836 msimmsaorovallevaz.aov CC: File Conditions of Approval Commercial Site Plan Process Guide OPOgw--EV -1,9, 9 FOUNDED 19IA Town of Oro Valley Community and Economic Development Department July 11, 2018 Carl Kilgore GLHN Architects and Engineers 2939 Broadway Blvd. Tucson, AZ 85716 ckilgore@glhn.com Re: Parking lot expansion and access to Como Drive Victory Worship Center 2350 Tangerine Road Action Letter (OV1801125) Dear Mr. Kilgore, During their regularly scheduled meeting on July 10, 2018, the Planning and Zoning Commission recommended conditional approval (see attachment) of the revised site and landscape plan for Victory Worship Center, to gain access to Como Drive. The next step is for the aforementioned application to be considered by Town Council on July 18, 2018 at 6 PM at Town Hall, 11000 N. La Canada Drive. The staff report will be available online at www.orovalleyaz.gov at least 24 hours prior to the meeting. The applicant is expected to attend and be prepared to present and answer questions. If you have any questions, please do not hesitate to contact me at 520.229.4836 or msimms(a)_orovalleyaz.gov. Best regards, Milini Simms Senior Planner 520.229.4836 msimms(aD_orovalleyaz.gov CC: File Conditions of Approval Date 5 ) 3 0 /, � TOWN OF ORO VALLEY NEIGHBORHOOD MEETING SIGN -IN SHEET "Please print legibly" Project Name c0yn C4-oe/ 'VWq-k (pl-vt'ir JP� ,FOUNDED Name Street Address Zip Code 17 ,,-, 15 -7 3 2 3 CI 5 N. 0 E:? 6 It H M F E FROM V. A WORSHIP CENTER at Copper Mountain i PADVIKI('011`� 1hAPDn\/FKArK1TQIi nT 2928 Mom z83� /�I\I\II V`J L`l I IIV11 I\�/ V LIVILI V IJ 2350 W Tangerine Road Oro Valley, AZ 85742 TOV# OVI 702932 PROJECT NARRATIVE: IN COMPLIANCE WITH THE APPROVED DEVELOPMENT PLAN P1200-103 (DATED 03.27.02) THIS IMPROVEMENT MODIFIES THAT PARKING LOT IMPROVEMENT FOR 104 VEHICLES AS FOLLOWS: 1. ADDITION OF A PROTECTED PEDESTRIAN PATH THROUGH THE PLANNED PARKING EXPANSION TO THE PUBLIC RIGHT OF WAY. 2. ADDITION OF A NEW DRIVE CONNECTION TO THE PUBLIC RIGHT OF WAY KNOWN AS COMO DRIVE. UTILIZING A RIGHT TURN IN / RIGHT TURN OUT CONFIGURATION. 3. A REDUCTION IN THE PARKING COUNT FROM 104 TO 98 PARKING SPACES. 4. VEHICULAR HEADLIGHT SCREENING VIA BERMS AND LANDSCAPING. IMPROVEMENTS ARE PLANNED IN TWO PHASES PHASE 1 INCLUDES A. THAT PORTION OF THE PARKING LOT IMPROVEMENT FOR 31 VEHICLES WITH SCREENING BERMS. B. THE DRIVE CONNECTION TO COMO DRIVE WITH PUBLIC ACCESS WAY WALKS. C. THOSE IMPROVEMENTS REQUIRED TO COMO DRIVE TO THE POINT OF CONNECTION WITH TANGERINE RD. COMO DRIVE IMPROVEMENTS SHALL BE BY SEPERATE SUBMITTAL. D. RELATED SIGHT LIGHTING FOR THE PHASE 1 PARKING AREA AND INFRASTRUCTURE FOR THE PHASE 2 PARKING LOT LIGHTING. E. RETENTION AREA IMPROVEMENTS AS PER THE ORIGINAL DEVELOPMENT PLAN WITH RETENTION AND CONTROLLED RELEASE STRUCTURES. PHASE 2 INCLUDES A. IMPROVEMENTS TO THE REMAINING PORTION OF THE PARKING LOT B. EXTENSION OF THE PUBLIC ACCESS WAY WALKS C. COMPLETION OF THE PHASE 2 PARKING LOT LIGHTING. 1 2 1 3 1 4 1 5 1 6 1 7 q1 �f " 1 1 Z {S3 0THIar PROJECT .1 _1 1 . 32u q 5 4 TANGERINE ROAD 5 134 LOCATION PLAN COMO SCALE: 12" = 1'-0" LEGAL DESCRIPTION: SE4 SW4 SE4 EXC E30' & EXC S50' OF SECTION 33, T1 1S, R13E, OF THE GILA & SALT RIVER MERIDIAN, PIMA COUNTY 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, Tl 1S, R13E SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. OWNER: ARIZONA DISTRICT COUNCIL OF THE ASSEMBLIES OF GOD INC. 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 CKILGOR@GLHN.com SHEET INDEX G-001 COVER SHEET SP1 11 COMPREHENSIVE SITE PLAN SPl 12 SITE PLAN PHASES - PARKING IMPROVEMENTS SP1 13 DRAINAGE STRUCTURES - DETAILS N-1 NATIVE PLANT PRESERVATION PLAN L-1 CODE COMPLIANCE LANDSCAPE PLAN 1-1 IRRIGATION PLAN APR k (� a i 0 I G F E ad W F Z W VW CL W (4 0 W W O °- F— LU 3:::2WD 0 O z Lu E— - Vry 0 >C U U 1E z ^0 `n U co N .Z C w Q� w c0 z ON N n U 00 V z 0, w ° m0 °6CN >- V 0LL- w aLO F. 0 = m� U CIo Q N t— Ml 26552 BRMAN G. HAGEDON Expires 09/30/19 PROJECT NO. 16093.00 �..� DESIGN BY: CK DRAWN BY: AHH A ,.\n CHECKED BY: CK DATE: 2018/04/ 18 G-001 Copyright 2012 GLHN Architects & Engineers All rights reserved Inc. 7 Wo 0 r H G F m C IM A 1 1 2 1 3 I 4 1 5 1 6 CP Z�z R1-144 1 15-0" 210'-0" 25-0" BUFFERYARD\' MODIFICATION PER D.P. LSCP PLAN N 890 57' 31 " E 630.00' N89056'50"E 124.46' ,Z-- w—-- ---- U , Q CO Zm 00 lk� O S 00° 01' 27" W 5.0 0 LJ- Q > — Z o y ' — — — --- — — — 1 COf 1j o T.O.W. o � Q ti — — o Q — —I \ — — C-------- --- 278, — — _ I— — — — — — — — — p — — — — — -- — — — — — — — — — — — —�— — --- — — — — -- --------------------------------------------------- — — — — — — I— o Co o 0 N �9S( 140'-0" NATURAL ;BUFFERYARD 'B' o EXISTING CLASSROOM BUILDING 2784' elG1 TYP I CP �� T.O.W. ��� P11 ASSUMED PROPERTY LINE 56 8„ i o 6\ (E)4„ o 40' " 5 NATURAL 1 1 EXISTING SANCTUARY (Ei4 2782.40 UF; ERYARD 'B' 1 BUILDING 7 I I 1 (N)UG 4" FIRE .,� / 2776' 1 SPRINKLER LINE I _ 6 / I 7 j 11 s I 7 \ '- 2775' 11 1, / 7 782' F.H.' 1 8 10'-0" BUILDING I 11 o f o N 3 SIDEYARD SETBACK 2774' w 1 0 j II I CD Y o o 7 I I j 1 i I ,----,\(pq�` 2781.58 .�/y 1 �Ip LNG `moo �o II W - L- J.H. '- J Q 2HC1 � 2 6 7 o i� 11 EXISTING d 2 N VICTORY CHURCH PARKING AREA ' . 20' INSIDE 40' r! � - - - 2HC' ' - �; 2 o j I PA : - 2-01 4C OUTSIDE TURN 7 r LIGHTS 2 I �� o 5.341 AC RADIUS TYP. 1 �� G� ,�lli 7;I 2 TANG RINE RD.�oM�N 7 '' ; s �. 101 _ I I TC SPR NG BO RD EXISTING DRIVES & / _ r�l PARKING AREA Q 7 r 7 5 2 PARCE .219-4 -014C � d' I /r 3.313 C , 1 ! / T _ - _ - I it Co rl ,i; ' 7 ' 9. 2350 TAN ERIN RD 2H _/- / 7 �o r ! / C - _ _ - - �- l! j 2HC' _ _ 4 g o 7 8 , (E) BICYCLE PARKING 7 _ _I�' l�l� ° 1 -__ _ o 7 2779.11 7 if - I 7 F.H. i \ 3 =n ,- j 2779' 1 CONC. SWALE U II o� / 3 4 m I I ``� I� w (I ^ 1 CURB OPENING AT 5 q N 200 F SCENIC __—__— --- _—__ __—_______ �/� RETENTION BASIN -- — CONC SWALE INLET o O---------I-------- - ---- (-- ROUT BOUNDARY 111_ � f-- --- -- -- -- - ----- -- ---- ----- .h, -- ---IMPROVEMENTS PER — -------- — -- -------------- I---- --- o 1, I & OUTLET PER D.P. L__ —__ —__' —__—__—__� I DEVELOPMENT PLAN Co/// P1200-103 o SHT. 33 DETAIL I I 10 Q III O R1-144 I I EXISTING 2778' I 6-0" BUILDING IN89° 5650" E 124.46' I 1 FUTURE STREET i I I j IMPROVEMENTS BY 10 -(x 100'-0' i >>3'-4 I E1 OTHERS — — —� — — — — — — �— SA BID SETBA K CSA �LDG S BA _ — _ I SP 1 13 I >° 4,---------,---- --��- i - ----------- --- — --- D� -I---- REMOVE EXISTING --- 1 k FENCE AND INSTALL 20'-)" RI III nIN o v' WALL PER SIDEYARD;SETB CK II a0 --------- - �-------2777'-C2----------- N O I DEVELOPMENT PLAN N I ---- - ---- ------------------ ------------------- ------------- ----- SP113------------- ---- ------ 0Q P1200- 103 ! I I EXISTING PRIMARY EXISTING 15.00' WIDE PUBLIC /60i " U - �40'-0" NA URAL I I POWER CONDUIT / WATER EASEMENTDKT. 1 1902 2776' R.q 3 BUFFERY RD'1' I I CONDUCTORS PER PG 605 EXISTING 4" E.C. (TELCO) I I N NI & T E.C. (CATV) EXISTING ALL WEATHER j O I I ACCESS & FIRE LANE w 00, Z Co, o� CI m — — -- —- — — — — — — — — �'I Q J I I I ( O Z 2775' o w - 1'10" AC ESS I II o L 2 � m IN89° 57' 31"E 630.00' O � I CQNTiROL � SEM�NT U DKT 1 1759, PG 883 ---------- -- ---------------------------- -- ---- -- -- -- — - - I � I - I COMPREHENSIVE SITE PLAN A I 2774 _EXISTING PUBLIC_ _ _ _ 890 57' 31" E _TANGERINE ROAD_ PAVED ROAD 2 .34' (BOOK 7, PAGE 83 ROADS) PARKING IMPROVEMENTS PER APPROVED DEVELOPMENT I I PLAN P1200-103 I BERM TO BE 3.5' HEIGH X 30' WIDE. PHASE 1 I o j R1-144 0 v C*4 i I TEXTURED AND COLORED WALKWAY I INTERSECTION SIGHT DISTANCE NEAR SIDE 240' X 15' i PHASE 2 PER � D41 SP112 PHASE 1 PER B1 J,SP112 INGRESS LANE ONLY NEW ALL WEATHER ACCESS LANE W/ VERTICAL CURB PER D.P. j SHT. 3 DETAILS EGRESS LANE RIGHT TURN ONLY PROVIDE RIGHT TURN I ONLY TURN LANE ARROW ( MODIFICATION TO NO ACCESS EASEMENT TO BE ( RECORDED WITH 4 APPROVAL OF THIS 12'-0" 1 IMPROVEMENT FOR NEW 3'-8" I ALL WEATHER ACCCESS DRIVE TO COMO DRIVE I, 30'-0" 30'70" HALF RIGHT-OF-WAY INTERSECTION SIGHT DISTANCE III FAR SIDE 190' X 15' uj 10 fV PUBLIC ROAD ARCHITECTURAL TAG SYMBOLS KEYNOTE TAG 00 PROPERTY LINE LOT SPLIT PROJECT LINE PHASE LINE 00����� MODIFIER DRAWING SIM NUMBER 1 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 (D GRID HEAD 0 GRID HEAD - NO BUBBLE 0 GRID HEAD - EXISTING KEYNOTES - 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. 6" HIGH CURB PER PAG STD. DETAIL #200 WITH EXPANSION JOINT SPACING REDUCED TO 30 FT. O.C. 4 NEW SIDEWALK SCUPPER PER PAG STD DETAIL #205. 5 DRAINAGE SWALE INLET & OUTLET EROSION PROTECTION: C-12" PLUS FRACTURED ROCK RIPRAP OVER GEOTECH FABRIC. 6 NEW 6-0" X 6" CONCRETE WHEEL STOP. (2) STEEL PIN SET INTO ASPHALT CONC. SETBACK TO STOP VEHICLE 36" FROM PARKING SPACE APPROACH END. 7 NEW 6" CONCRETE VERTICAL CURB PER PAG STD. DETAIL #209 8 NEW 6" EXTRUDED CONCRETE CURB L. 9 18" WIDE CURB BREAK FOR DRAINAGE SCALE: 1 "=40' CONTOUR INTERVAL: 1' DATE OF REVISION: 4/4/18 TOV CASE#: OV 1702932 SHEET: OF 7 No F E w z W Q I-- J Z n W I— W U z ,�-- iL C LIJ Lu im O OCL Z uj D 0 F- _ 0 W V O11- z U� p >n< U U Z �o `o U Vi 00 C w Q w C0 Z OCN N �n U Co Z w >� mCD °6 >. Lo V u- U �'o W `o O d = m c0 U 010 (y)� Q N F— I: A 19 Expires 09/30/19 PROJECT NO. 16093.00 DESIGN BY: CK DRAWN BY: AHH CHECKED BY: CK DATE: 2018/04/ 18 Spill 9 I Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved 7 2 3 5 7 No I 1 R1-144 2 3 I 4 1 5 I 6 I 7 g 9 H G F E 10m I A I N 890 57' 31 " E 630.00' m Q - � 0 0 � � o Q 2�gs, o Z .o - w O u- u- o m 3 (1j4" 4/ 2HC 2HC /r -+ I— — — KLMUVL LXISIING FLNCL AND =�— "—"" —"" i INSTALL WALL PER 20'-0" BI�ILDII "' DEVELOPMENT PLAN P1200-103 SIDEYARD:SETE L- ---------------------------1-- EXISTING 15.00' WIDE PUBLIC WATER EASEMENTDKT. 11902 PG 605 2776' co: Co — — — — — — — — — — — — — — — — — — — --01 n. ?' C� Lo Y � WMW 6w� mumm—.0m— — 89057'31"E TANGERINE ROAD 2 .34' (BOOK 7, PAGE 83 ROADS) 2773 LRIP RAP SWALE WITH II GEOTECH FABRIC �-- PARKING IMPROVEMENTS I PER APPROVED DEVELOPMENT PLAN P1200- 103 I R1-144 tom\ PEDESTRIAN WAY (TEMP) - 1:12 ASPHALT RAMP UP TO FLUSH \ J�W/ CONC WALKWAY (TEMP) TEXTURED AND COLORED WALKWAY INTERSECTION SIGHT DISTANCE NEAR SIDE 240' X 15' — EGRESS LANE RIGHT TURN ONLY I INGRESS LANE ONLY NEW ALL WEATHER ACCESS LANE W/ VERTICAL CURB PER D.P. SHT. 3 DETAILS-� I PROVIDE RIGHT TURN ONLY TURN LANE ARROW 1 � MODIFICATION TO NO VIACCESS EASEMENT TO BE RECORDED WITH APPROVAL OF THIS IMPROVEMENT FOR NEW \,ALL WEATHER ACCCESS DRIVE TO COMO DRIVE HALF RIGHT-OF-WAY t— INTERSECTION SIGHT DISTANCE FAR SIDE 190' X 15' I C I PARTIAL SITE PLAN -PARKING IMPROVEMENTS -PHASE 1 B SCALE: 1" = 40'-0" -- BLIC ROAD PARTIAL L SITE PLAN ---PARKING IMPROVEMENTS - PHASE 2 D4 SCALE: �„= 40'-0" — S 10- NCE KEYNOTES - 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. 6' HIGH CURB PER PAG STD. DETAIL #200 WITH EXPANSION JOINT SPACING REDUCED TO 30 FT. O.C. 4 NEW SIDEWALK SCUPPER PER PAG STD DETAIL #205. 5 DRAINAGE SWALE INLET & OUTLET EROSION PROTECTION: 6"-12" PLUS FRACTURED ROCK RIPRAP OVER GEOTECH FABRIC. 6 NEW 6-0" X 6" CONCRETE WHEEL STOP. (2) STEEL PIN SET INTO ASPHALT CONC. SETBACK TO STOP VEHICLE 36" FROM PARKING SPACE APPROACH END. 7 NEW 6" CONCRETE VERTICAL CURB PER PAG STD. DETAIL #209 8 NEW 6" EXTRUDED CONCRETE CURB 9 18" WIDE CURB BREAK FOR DRAINAGE 10 NEW POLE MOUNTED PARKING LIGHT W/ CONCRETE BASE I Lel ro V E w z W F— z 1121:� Q UZ to I _LLJ Q ui V) tV)- 0:� Q z 0, = W D OZ w I� , Q Oz O n V� w CIL IZ V U Z �� F, O Lo U Coz C V W W Q C 0 z n N U oo D '- \J Z u, W � m 0 >-� N F- U u- - U w �� o v = m00 U �CR o � Q � CN �- A VA Expires 09/30/19 PROJECT NO. 16093.00 DESIGN BY: CK DRAWN BY: CK CHECKED BY: CK I 91 El I. I DATE: 2018/04/ 18 SPI 12 8 9 I Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved 6 H G F E D C B A 7 1 2 3 4 5 uvnDn cC[Zn CIDID AV �scGi ALE: TOW 81' ELEV 80' ELEV 79' CENTER t ELEV 78' ELEV 77' rcj-"�.DE.TA.1L-.DETE.NT10N ARE t '- ' / SCALE: 1 /2" = 1'-0" SWALE PER SITE A WALL EAST ELEVATION LP-1 14 DETAIL- CURB OPENING- PLAN VIEW �%-* I % SCALE: 1/2"= 1'-0" rAj DETAIL- CURB OPENING- SECTION APRON LWAY, SITE PLAN FH & LENGTH LE PER SITE PLAT SCALE: 1 /2" = Y-0" 1 1 2 3 7 1 8 1 9 CONCRETE CURB TERMINAL PER PAG STANDARD DETAIL 212 GUTTER 3'-0" 4'-0" 3'-0" LINE 6 Z_ b' NLu d• _ a DETAI�-CURB OPENING- ELEVATION I-'110 % SCALE: 1 /2" = 1'-0" /-I ITTCr) 1 IA Ir 4 5 6 7 TOW 81' ELEV 80' ELEV 79' CENTER OVERFLOW ELEV 78' ELEV 77' 9 H G F v J_ Q I— E W Q W N z V) Lu W U7 rV w ::D a5 F- _� U 0 C L-111 Or) � D U-j �.0 0 J O Z Z V� Q ry U 1E z -o `n U N � Z C W Q J w C0 Z ON N �n U 00 Z o, W m O 06 >,� N 0 IL H W (3 LQ 0 = m ap U OQ 010 (y)� Q N A Y1 26552 i3RiAN G. AGEDON Expires 09/30/19 PROJECT NO. 16093.00 DESIGN BY: DP DRAWN BY: Rz CHECKED BY: CK DATE: 2018/04/ 18 SPI 13 Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved R _j H G F E D C A 2 • (BOOK 7, PAGE 83 ROADS) LANDSCAPE SITE PLAN SCALE: 1" = 40'-O" 2 3 3 4 I O 20' 40' 80' 4 5 0 LAN06CAPE 9CHIMILE # EMITTER OUTLETS/ SYM./KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY FLOW RATE NOTES TREES (NURSERY STOCK) 0 CERCIDIUM FLORIDUM BLUE PALO VERDE 24" BOX 2 6/1.0 GPH SEE DETAILS 0CERCIDIUM MICROPHYLLUM FOOTHILLS PALO VERDE 24" BOX 10 6/1.0 GPH " 0 PROSOPIS VELUTINA VELVET MESQUITE 24" BOX 6 6/1.0 GPH " 15 GAL. 2 6/1.0 GPH " SHRUBS (NURSERY STOCK) '3 ACACIA CONSTRICTA WHITETHORN ACACIA 5 GAL 4 1/1.0 GPH SEE DETAILS CELTIS PALIDA DESERT HACKBERRY 5 GAL 2 1/1.0 GPH " 0 EPHEDRA TRIFURCA LONG -LEAVED JOINT -FIR 5 GAL. 1 1/1.0 GPH " O HYMENOCLEA SALSOLA BURRO BRUSH 5 GAL. 2 1/1.0 GPH " ACCENTS / CACTUS (NURSERY STOCK) OPUNTIA VERSICOLOR STAGHORN CHOLLA 5 GAL. 8 1/1.0 GPH SEE DETAILS SALVAGED PLANTS 0 FEROCACTUS WIZLESZENII FISHHOOK BARREL N/A 1 N/A SEE DETAILS EXISTING PLANTS `O �0) EXISTING PLANT TO REMAIN IN PLACE HYDROSEED MIX BOTANICAL NAME COMMON NAME PURE LIVE SEED (PLS) RATE ACACIA CONSTRICTA AMBROSIA DELTOIDEA WHITETHORN ACACIA BURSAGE 1.0 2.0 IBS./AC. IBS./AC. APPLY USING HYDROSEEDING W w w ARISTIDA PURPUREA PURPLE THREE -AWN 1.25 IBS./AC. TECHNIQUES BAILEYA MULTIRADIATA DESERT MARIGOLD 1.0 IBS./AC. ® 21 LBS. PER ACRE AREAS TO BE BOUTELOUA CURTIPENDULA SIDEOATS GRAMA 1.25 IBS./AC. 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. HYMENOCLEA SALSOLA BURRO BRUSH 0.5 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. MAMMILLARIA THORNBERI THORNBERI PINCUSHION 0.5 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 GRANITE SHALL BE 2". COLOR SHALL BE "DESERT GOLD." GRADATION SHALL BE 1/2" MINUS. SURFACING NOTE 1. DO NX 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 f FINISHED GRADE SLOPE / NATIVE SOIL OR CLEAN SAND BACKFILL, 18" AS SPECIFIED. DO NOT INCLUDE MULCH. MIN. I I : • = DUST EXPOSED ROOTS WITH SOIL _I I 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 5 ' 1STEEL 1E HOSE AND TRUNK tt TWISTEDTREE CLOSED AT ENDS - -*-TREE STAKE, TYP. PLAN VIEW ORFABRIC BEARING RUBBER HOSE. 8" MIN. 0 ••' AROUND GAUGE, ANNEALED STEEL GUY WIRE. %J12 STAPLE1 TO INSIDE OF ADJUST• PAIRS �I FROM 11 TREATED LODGE POLE PINE TREE STAKES, • PER TREE DECOMPOSED GRANITE SURFACING, WHERE APPLICABLE FINISHEDC-4 GRADE TOP OF ROOTBALL TO ROOT MATCH ADJACENT GRADE PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. 'UNDISTURBED SUBGRADE TREE PLANTING (15 GAL. 1 BOX S NOTES: 1. DO NOT CREATE BASIN AT BASE OF CACTUS. SLOPE BACKFILL AWAY FROM PLANT. 2. BURY ONE FULL PAD, MINIMUM. CONTAINER GROWN SHRUB / GROUNDCOVER PLANT, SIZE AS NOTED ON PLANS DECOMPOSED GRANITE, WHERE APPLICABLE FINISHED GRADE " MI R00T - _ TOP OF ROOT BALL SHALL BALL y - MATCH ADJACENT GRADE PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. UNDISTURBED SUBGRADE SHRUB / GROUNDCOVER PLANTING 2 1, 5, AND 15 GAL. SIZE SCALE: N.T.S. PL-3.10 DECOMPOSED GRANITE SURACING, WHERE APPLICABLE SLOPE � FINISHED GRADE - - T NATIVE SOIL OR CLEAN SAND BACKFILL, AS SPECIFIED. (: I I= DO NOT INCLUDE MULCH. ti„ :' L h THOROUGHLY INCORPORATE Go 0. 25 Ibs. OF SOIL SULFUR _ ;^ .. ' �.,•' I= INTO BACKFILL. WATER SETTLE AND TAMP BACKFILL _ BELOW ROOT SYSTEM. UNDISTURBED SUBGRADE 18" MIN. OTHER CACTUS PLANTING (CONTAINER GROWN) 4 SCALE: N.T.S. PL-3.22 6 I 7 :, E 6 H G Expires 09/30/2018 F E Z O V) C Z W CL X W D 0� Q pU Z N O 62 VQ CIL. Z o Lo Lo U C w Q= w cG o o00 DLo '7 w �° Co >%Lo V oLL U �4 W aLo o = Co U wCq 0 < �Lo Q CV 1­ PROJECT NO. 16093.00 DESIGN BY: ML DRAWN BY: MIL CHECKED BY: DKM DATE: 4/ 19/ 18 L - I Copyright 2012 GLHN Architects & Engineers Inc. Ailrij,l, s,,-d 0 8 1 9 :IN 1� F E M7 C A 2 I 3 TANGERINE ROAD IBOOK 7, PAGE 83 ROADS) IRRIGATION SITE PLAN SCALE: 1" = 40'-O" 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 #12 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 SPECIFICATION IX I M —� N. FOR LATERALS IN. FOR MAINLINES SCH. 40 PVC PIPE SLEEVE, SIZE AS NOTED I _ SELECT BACKFILL WITHIN 3" OF III— SLEEVE. SEE NOTES ABOVE. SLEEVE UNDER STREET OR PARKING LOT own I 1 I I I 1 I 7%m77 O 20' 40' - 0' 6" DIAMETER ROUND REINFORCED PLASTIC ACCESS BOX WITH COVER. COVER TO BE SUPPORTED BY TOP DECOMPOSED GRANITE OF BOX OR CONTINUOUS INTERNAL WHERE NOTED ON PLAN LIP. WRAP BOX WITH DETECTABLE MARKING TAPE AS LOCATING DEVICE. DISTRIBUTION TUBING 1/2" REVEAL TO PLANT FINISHED GRADE MAX. - - ' ' MANUFACTURED SLOT OR DRILLED HOLE IN ACCESS BOX MULTI -OUTLET EMITTER SCH. 40 PVC MALE ADAPTER SCH. 40 PVC PIPE AND FITTINGS SCH. 40 = GRAVEL SUMP WITH 1/2 R PVC LATE AL — - - OI FT. OF 3/4" DIA. GRAVEL NOTE: SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS :** MULTI OUTLET EMITTER - SIX OUTLET r SCALE: N.T.S. IR-8.1 SCALE: N.T.S. 1 1 2 y 3 112 5 1 6 1 7 IRRIGATION EQUIPMENT SCHEDULE SYMBOL DESCRIPTION MAKE / MODEL / TYPE / NOTES AUTOMATIC CONTROLLER IN CONTROLLER A: EXISTING L®Jr, 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 ISOLATION VALVE BALL VALVE: WATTS MODEL FBV (INCOMING LINE SIZE) 04 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-M4OX-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 IDENTIFICATION INFORMATION (TREE): TYPE OF ZONE (SPRAY, BUBBLER, DRIP/TREE, DRIP/SHRUB, ETC.) 1 (1 "): SIZE OF VALVE 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 INFORCED PLASTIC ACCESS BOX FINISHED GRADE CONNECTION IN VALVE BOX (WRAP AROUND 1/2" 0 PIPE 15 TIMES). COVER & EXTENSION(S) AS [CrFWHERE 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT VR Q'D DECOMPOSED GRANITE UNDISTURBED SOIL. 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 OR BRONZE 1/2" REVEAL BRASS / BRONZE BALL VALVE BALL VALVE FINISHED GRADE DECOMPOSED GRANITE WHERE NOTED ON PLANS SCHEDULE 80 PVC PVC MALE ADAPTER, LATERALS TYP. BOTH SIDES -III=III WIRE CONNECTORS =I SCH. 40 PVC -I I BRICK FOR FH MAINLINE I I=II FOOTING, ONE AT _a 2„ = EACH CORNER - II CONTROL/ IN -LINE PRESSURE COMMON I_� _ _ _ _ = REGULATOR - i =1 i i i �I I-1 11 WIRES IN -LINE SCREEN FILTER VALVE TO BE FIRMLY BRICK, TYPICAL OF W/ 200 MESH STAINLESS - SCH. 80 PVC MAINLINE FITTING SUPPORTED BY A 4 DEEP FOUR, ONE AT EACH CORNER STEEL SCREEN REMOTE CONTROL VALVE, SIZE 8" DEEP 3 4"0 GRAVEL SUMP / 3/4 0 GRAVEL BED AS NOTED ON PLANS. MAINLINE ISOLATION (BALL) VALVE (Y2" TO 1J�" SIZE) REMOTE CONTROL VALVE ASSEMBLY -DRIP ZONE SCALE: N.T.S. IR-5.3 NO: LAYOUT DISTRIBUTION TUBING AS SHOWN AND LOCATE DISCHARGE POINT ±2" ABOVE FINISHED GRADE. TREE TRUNK �- LAYOUT 4 EMISSION POINTS EQUALLY SPACED AROUND A CIRCLE WITH A RADIUS OF 5'-0", FROM TRUNK o 66„ TREE CANOPY 'k DISTRIBU ON TUBING �- MULTI -OUTLET EMITTER IN ACCESS BOX, TYP. SIX OUTLETS PER TREE, TYP. SCH. 40 PVC LATERAL AND FITTINGS 9T . SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS EMITTER DISTRIBUTION TUBING LAYOUT AT TREE - SIX OUTLET SCALE: N.T.S. 5 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 AND FITTINGS TYP IR-6.2 6" • TYP. 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. NM. SEE LANDSCAPE SCHEDULE AND SPECIFICATIONS FOR EMITTER FLOW RATE AND OTHER REQUIEMENTS EMITTER DISTRIBUTION TUBING LAYOUT AT SHRUBS JSCALE: N.T.S. 6 7 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. ���/� I EXCAVATED SOIL, ��% = REPLACED AND PVC LATERAL : COMPACTED SELECT BACKFILL DRIP SYSTEM 3" MIN. _ HEADER PIPE ALL LATERAL PIPE SIDES FINISHED GRADE 8" ������ --DETECTABLE MAINLINE - MARKING TAPE 18 M. ,Ni i�i EXCAVATED SOIL, PVC MAINLINES REPLACED AND AND LOW COMPACTED VOLTAGE SAND BEDDING 3" MIN. - COMMON / CONTROL WIRES ALL SIDES CONTROL WIRES =i I l=III_ MAINLINE PIPE PIPE TRENCHING AND BACKFILL - MAINLINES, LATERALS AND MARKING TAPE 3 I, SCALE: N.T.S. IR-16.1 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 MALE ADAPTER WITH E f I-,,- THREADED CAP SCH. 40 PVC PIPE AND FITTINGS GRAVEL SUMP W/ 1/2 CU. FT. OF 3/4" DIA. GRAVEL SCH. 40 PVC LATERAL LINE -III IIIII-III IIII-� 7N�LAATERAL FLUSH CAP SCALE: N.T.S. 8 H Expires 09/30/2018 F G Z _0 V) z W W D I/ E— a- p0 O () •0 Z O V< .� U E ? r. o Lo U v Co C w QJ w E0 Z 0 (CV j n U 00 lJ � Z ~ L6 v W 06 m O >, uo t3 u- U �� w ov = m�-o Oq C)a0 w Cl) Q �� PROJECT NO. 16093.00 DESIGN BY: ML DRAWN BY: ML CHECKED BY: DKM DATE: 4/ 19/ 18 Copyright 2012 GLHN Architects & Engineers Inc. All ri;!.I,i,, W G F E C I. U NPPP AND SRI PLAN SCALE: 1" = 40'-O" NORTH PROTECTED NATIVE PLANT INVENTORY SUMMARY TABLE: %:7 O 20' 40' 80, 4 5 6 7 8 9 GENERAL NOTES: 1. THE PROJECT SITE IS A PORTION OF SECTION 33 (T11S-R13E) G&SRM, PIMA 2. THERE ARE SIGNIFICANT PLANT OCCURRENCES ON THE PROJECT SITE AS DEFINED BY COUNTY, ORO VALLEY, ARIZONA. THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.3. THE LOCATION OF THE SIGNIFICANT PLANT OCCURRENCES IS SHOWN ON THE ATTACHED AERIAL 2. THE PROJECT OWNER IS VICTORY ASSEMBLY OF GOD, 2561 WEST RUTHRAUFF ROAD, PHOTOGRAPH(S). TUCSON, AZ 85705. 3. THERE ARE UNIQUE PLANTS ON THE PROJECT SITE AS DEFINED BY THE ORO VALLEY 3. THE SITE RESOURCE INVENTORY PRESENTED HEREIN IS BASED ON FIELD SURVEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.3. THESE UNIQUE PLANTS CONSIST WORK CONDUCTED DURING MARCH 2O18 AND REFLECTS SITE CONDITIONS AS OF OF: THAT DATE. • 5 TREES WITH TRUNK DIAMETERS LARGER THAN TWELVE INCHES. THE LOCATION OF PROPOSED SITE DEVELOPMENT: THESE TREES IS SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH. 1. THE PROPOSED PROJECT CONSISTS OF A PARKING LOT EXPANSION, CONNECTION TO COMO DRIVE, AND RETENTION BASIN IMPROVEMENT. DISTURBANCES TO AREAS WITH SIGNIFICANT VEGETATION RESULTING FROM THE PROPOSED PROJECT: 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 IN PLACE TRANSPLANT ON -SITE REMOVE FROM SITE TREE /Ol SHRUB �0) 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= INTERFERENCE WITH OTHER PLANTS / IMPROVEMENTS C = PHYSICAL DAMAGE = POOR FORM / CHARACTER D = 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 microph II Little Leaf Palo Verde 7 7 M M G No RFS 2 Tree Proso is velutina Mesquite 8 11 M L A INo RFS 3 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 12 20 S M A No RFS 4 Tree Cercidium micro h II Little Leaf Palo Verde 3 3 M M A No RFS 5 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 24 16 S L B 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 B 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 Proso is velutina Mesquite 9 15 M L G No RFS 11 Tree Proso is 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 IShrub Acacia constricts 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 micro h II Little Leaf Palo Verde 2 3 S H NONE No PIP 20 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 301 36 S L A No PIP 21 Tree Cercidium microph II Little Leaf Polo 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 B Yes PIP 26 Shrub Acacia constricts 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 constricta Whitethorn Acacia 7 8 M L G No PIP 32 Shrub Acacia constricta Whitethorn Acacia 7 6 M L G No PIP 33 Shrub Acacia constricta Whitethorn Acacia 7 6 M L G No PIP 34 Shrub Acacia constricts 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 micro h II Little Leaf Palo Verde 12 36 M L B Yes PIP 37 Tree Proso is velutina Mesquite 14 26 M L B 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 Cacti Ferocactus wislizeni Fishhook Barrel Cactus 36 36 S M G No PIP 42 Cacti Carne iea 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 Proso is 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 Ferocactus wislizeni Fishhook Barrel Cactus 14 27 S H F No PIP 51 Shrub Acacia constricts Whitethorn Acacia 61 31 M M G No I PIP 2 3 0 GENERAL DESCRIPTION OF SITE: 1. THE PROJECT AREA IS LOCATED NEAR TANGERINE ROAD AND COMO DRIVE ON A LARGER, 8.75 ACRE PARCEL CONTAINING OTHER BUILDINGS. THE PROJECT SITE ITSELF CONSISTS OF 1.96 ACRES OF LAND. THE PROJECT BOUNDARIES ARE SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH(S) OF THE PROJECT SITE. 2. THE SITE TOPOGRAPHY CONSISTS OF RELATIVELY LEVEL SITE GRADES. 3. THERE IS EXISTING DEVELOPMENT ON THE PROJECT SITE. EXISTING DEVELOPMENT CONSISTS OF A SMALL, UNPAVED PARKING AREA. 4. THE SITE IS PARTIALLY DISTURBED. SITE DISTURBANCES CONSIST OF CLEARED AND GRADED AREAS FROM THE UNPAVED PARKING LOT. 5. THE VEGETATION ON THE PROJECT SITE CONSISTS OF SONORAN DESERT UPLAND SPECIES. REPRESENTATIVE PLANT SPECIES INCLUDE: PALO VERDE (CERCIDIUM SPP.), MESQUITE (PROSOPIS SPP.), ACACIA (ACACIA SPP.), BARREL CACTI (FEROCACTUS SPP.), CHOLLA CACTI (OPUNTIA SPP.), PRICKLY PEAR (OPUNTIA SPP.), AND SAGUARO CACTI (CARNEGIA SPP.). 6. THERE ARE NO WASHES OR DRAINAGES THAT CROSS THE SITE. 7. THE PROJECT SITE DOES NOT CONTAIN ROCK OUTCROPS. TOWN OF ORO VALLEY DESIGNATIONS: 1. THE SITE DOES NOT CONTAIN RIPARIAN HABITAT AS IDENTIFIED ON THE TOWN OF ORO VALLEY'S PUBLISHED MAPS OF RIPARIAN HABITAT. 2. THE SITE DOES NOT CONTAIN LANDS THAT FALL UNDER THE TOWN OF ORO VALLEY'S HILLSIDE DEVELOPMENT ZONE (HDZ). DESIGNATIONS BY OTHER AGENCIES: 1. THE SITE DOES NOT INCLUDE AREAS THAT ARE WITHIN THE 100-YEAR FLOOD LIMITS AS DESIGNATED AND MAPPED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). SIGNIFICANT VEGETATION: 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. AREA CALCULATIONS: 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 1.54 ACRES (67,256 SQ. FT.) OR 78.4 PERCENT OF THE PROJECT SITE. 3. THE APPROXIMATE ON -SITE AREA WITH SIGNIFICANT VEGETATION IS EQUAL TO 0.09 ACRES (3,924 SQ. FT.). 4. 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. NATIVE PLANT INVENTORY AND PRESERVATION PLAN: 1. 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). 2. THE EXISTING LOCATION(S) OF PROTECTED PLANTS ARE SHOWN ON THE AERIAL PHOTOGRAPHS INCLUDED AS PART OF THIS PLAN. THE SPECIES, SIZE, AND TRANSPLANTABILITY OF THESE PROTECTED PLANTS ARE ALSO SHOWN ON THE INVENTORY SUMMARY TABLE. 3. CRITERIA USED TO DETERMINE TRANSPLANTABILITY ARE AS LISTED IN THE ORO VALLEY GENERAL DEVELOPMENT STANDARDS, SEC 27.6.4. STANDARD NOTES: 1 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 2 THE SIGNIFICANT PLANT COMMUNITY IS SHOWN ON THE ATTACHED AERIAL PHOTOGRAPH(S). 3 ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR AND SHALL BE SALVAGED. ANY BOXING PRIOR TO THE TIME WHEN THE APPLICANT MAY APPLY FOR A GRADING PERMIT SHALL BE APPROVED BY THE PLANNING AND ZONING ADMINISTRATOR AND WILL BE PERFORMED AT THE APPLICANT'S OWN RISK. (ON ALL SUBDIVISION PLATS WITH ZONING R1-20 AND LARGER LOTS) ALL HEALTHY PALO VERDE, MESQUITE, IRONWOOD, SAGUARO, AND BARREL CACTI SHALL BE SALVAGED AND USED FOR ON -SITE LANDSCAPING. 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 INVENTORIED QUANTITY OF TRANSPLANTABLE PLANTS DISPOSITION OF TRANSPLANTABLE PLANTS LOCATION OF PLANTS REMOVED FROM SITE MITIGATION FOR REMOVAL OF SIGNIFICANT VEGETATION MITIGATION TREE PLANTING REQUIREMENT MITIGATION PLANTING UNDERSTORY REQUIREMENTS QUANTITY REMOVED FROM OUTSIDE SIGNIFICANT VEGETATION QUANTITY REMOVED FROM WITHIN SIGNIFICANT VEGETATION QUANTITY P.I.P. QUANTITY T.O.S. QUANTITY R.F.S. 48" BOX 36" BOX MULTIPLIER QUANTITY 0% 0% TREE CELTIS RETICULATA CERCIDIUM FLORIDUM CERCIDIUM MICROPHYLLUM OLNEYA TESOTA PROSOPIS PUBESCENS PROSOPIS VELUTINA NETLEAF HACKBERRY BLUE PALO VERDE FOOTHILLS PALO VERDE IRONWOOD SCREWBEAN MESQUITE VELVET MESQUITE 0 0 0 0 0 0 0 1 3 0 0 2 0 0 0 0 0 0 0 0 2 0 0 3 0 0 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHRUB ACACIA CONSTRICTA WHITETHORN ACACIA 0 15 0 0 0 0 0 0 0 0 0 ACACIA GREGGII CASTELA EMORYI CELTIS PALLIDA TUMAMOCA MACDOUGALII CATCLAW ACACIA CRUCIFIXION THORN DESERT HACKBERRY TUMAMOC GLOBEBERRY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZIZYPHUS OBTUSIFOLLA V. CANESCENS GREYTHORN 0 0 0 0 0 0 0 0 0 0 0 CACTI CARNEGIA GIGANTEA SAGUARO 0 2 0 0 0 0 0 0 0 0 0 CARNEGIA GIGANTEA CRESTED CRESTED SAGUARO 0 0 0 0 0 0 0 0 0 0 0 ECHINOCACTUS HORIZONTHALONIUS BLUE BARREL CACTUS 0 0 0 0 0 0 0 0 0 0 0 FEROCACTUS WIZLESZENII FISHHOOK BARREL CACTUS 0 14 1 8 8 0 0 0 0 0 0 MAMMALLILARIA THORNBERI THORNBER PINCUSHION 0 0 0 0 0 0 0 0 0 0 0 OPUNTIA FULGIDA VAR. FULGIDA CHAIN -FRUIT CHOLLA 0 0 0 0 0 0 0 0 0 0 0 OPUNTIA PHAEACANTHA VAR. DISCATA ENGEL.MANN PRICKLY PEAR 0 0 0 0 0 0 0 0 0 0 0 PENIOCEREUS GREGGII NIGHT -BLOOMING CEREUS 0 0 0 0 0 0 0 0 0 0 0 ACCENTS FOUQUIERIA SPLENDENS OCOTILLO 0 0 0 0 0 0 0 0 0 0 0 YUCCA ELATA SOAPTREE YUCCA 0 0 0 1 0 0 0 0 0 0 0 0 P.I.P. = PRESERVED -IN -PLACE T.O.S. TRANSPLANTED -ON -SITE (OR IN OTHER APPROVED LOCATION) R.F.S. = REMOVED -FROM -SITE (DESTROYED) 5 n. 7 LEGAL DESCRIPTION: 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. SCALE: 1 "=40' CONTOUR INTERVAL: V DATE OF REVISION: TOV CASE#: OV1702932 SHEET : 2 OF 4 8 1 9 H IN Expires 09/30/2018 F E C3 0 -0 Z C O z C � L U � �- i< +- . LU C: 00 J O n O o a� a) *> �2: Ow -- V CL cn Z U S Z r., 0 L U C w Q0 Z NO N j t\ U 00 V � r- Z ~� Wx > a W N >.L0 0U_ W 0 `n od = Co oo U a0 Cl) L0 Q c11 t - 1.1 Lo domomr rommom-0 PROJECT NO. 16093.00 DESIGN BY: ML A DRAWN BY: ML 60 CHECKED BY: DKM DATE: 4/16/18 N-1 Copyright 2012 GLHN Architects & Engineers Inc. All rights reserved