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HomeMy WebLinkAboutELLIOTT MILLER FOOTHILLS WEST THIRD PROSPECT 7-ELEVEN 3045 WEST PROSPECT ROAD STORE 35506 - Filed SP-SITE/LANDSCAPE PLAN - 2012-10-31%o m qw I p'- 1 W k llz SITE BENCHMARKS PRIMARY: CITY OF FORT COLLINS BENCHMARK 32-92, A 2" ALUMINUM CAP MARKED "32-92" IN THE NORTHEAST CORNER OF LAKE ST. AND OVERLAND TRAIL, IN EAST HEADWALL BRIDGE OVER PLEASANT VALLEY AND LAKE CANAL. CITY OF FT. COLLINS ELEVATION = 5116.24 FEET SECONDARY: CITY OF FORT COLLINS BENCHMARK 7-98, ON CONCRETE, 2 FEET NORTHWEST OF TRAFFIC SIGNAL POLE BASE, ON NORTHWEST CORNER OF WEST PROSPECT ROAD AND FUQUA STREET. CITY OF FORT COLLINS ELEVATION-- 5097.16 FEET SITE DATA LEGAL DESCRIPTION: LAND USE EXISTING: LAND USE PROPOSED: SITE STATISITCS PROSPECT 7-ELEVEN STORE NO. 35506 BEING THE ELLIOTT -MILLER FOOTHILLS WEST SUBDIVISION, THIRD FILING, AS LOCATED IN THE NORTHWEST ONE -QUARTER OF SECTION 21, TOWNSHIP 7 NORTH, RANGE 69 WEST, 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO ELLIOTT-MLLER FOOTHILLS WEST SUBDIVISION, THIRD FILING. NEIGHBORHOOD COMMERCIAL (N-C)/ CONVENIENCE STORE WITH FUEL SALES NEIGHBORHOOD COMMERCIAL (N-C)/ CONVENIENCE STORE NO FUEL SALES GROSS SQUARE FEET ACRES NET PERCENT OF NETTOTAL SQUARE FEET ACRES PARCEL SIZE 15,571 0.357 13,722 0.315 100.0 GROSS FLOOR AREA 2,787 0.064 2,787 0.064 20.3 FLOOR AREA TO LOT SIZE RATIO 0.203 SURFACE COVER: BULDING COVERAGE 2786.8 0.064 20.3 DRIVEWAYAND PARKING 6721.1 0.154 49.0 PUBLIC STREETAND RIGHT OF WAY* 1849.4 0.042 13.5* OPEN SPACE/ LANDSCAPE 4214.1 0.097 30.7 NET TOTALS 13722 0.315 100 * RIGHT OF WAYAREA NOT INCLUDED IN NET CALCULATIONS OFF STREET PARKING: TOTAL REQUIRED MAXIMUM (4/ 1000 SQ. FT) 12 TOTAL PROVDED 12 ADA STALLS (REQUIRED) 1 ADA STALLS PROVIDED 1 BICYCLE PARKING REQUIRED 1 BICYCLE PARKING (PROVIDED) 2 VICINITY MAP SCALE 1" = 1000' PROJECT CONTACTS: DEVELOPER/ APPLICANT: Vrdad R i A I. F s I% i F 1121 GRANT ST DENVER, CO, 80203 PH: 720-328-9376 CIVIL ENGINEER: ROTH ENGINEERING GROUP, LLC 21763 UNBRIDLED AVENUE PARKER, CO 80138 303-841-9365, 303-648-5212(fax) ARCHITECT/ LANDSCAPE ARCHITECT: 809 S.W. A STREET, SUITE 201 BENTONVILLE ARKANSAS 72712 N ROTH ENGINEERING GROUP, LLC 21763 UNBRIDLED AVENUE PARKER, CO 80138 PHONE: 303-841-9365 FAX:303-648-5212 0 Lo Lo co O SHEETINDEX z C1.0 COVER SHEET W C1.1 EXISTING CONDITIONS PLAN w C1.2 SITE PLAN Q LS1.0 LANDSCAPE PLAN IR1.0 IRRIGATION PLAN z IR2.0 IRRIGATION DETAILS W P1 PHOTOMETRIC PLAN i w RB-E ARCHITECTURAL ELEVATIONS _I W 1 U w CL W O a. OWNERS CERTIFICATION THE UNDERSIGNE DOES/DO HEREBY CERTIFY THAT WE/ I ARE THE LAWFUL 0 ERS F REAL PROPERTY DESCRIBED ON THIS SITE PLAN A EB CERTIFY THAT WE/I ACCEPT THE CONDITIONS AND m RE FDRTH ON SAID SITE PLAN. Ewa (STATE OF _>+ ) N o N (COUNTY OF � ) S S R �_A�D SWORII��I�TO ME THIS _________DAY OF ^_� 201�rA.D. BY ld N w n wLu Q 0 Z O - WITNESS MY HAND AND OFFICIAL SEAL. Uo DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF F RT COLLINS, COLORADO THIS DAY OF ------ 2012A.D. DESIGNED B DRAWN BY: �to wo W N �o V)00 z0 a Ow N Z Li 0 9N JOB NUMBER: 1111101 PLAN SCALE BAR IS 2 INCHES ON ORIGINAL DRAWING W U) W 0 SHEET NUMBER: C1,Q OF - E- 17 496 ti r 1 LAJ a ., wv POINT OF COMMENCEMENT NW COR. SEC. 21 j ROTH T7N, R69W, 6TH P.M. 1�T ENGINEERING FOUND 2-1/2" ALUM. PIPE 1 � W/ 3-1/4" ALUM. CAP MKD. "LS 23899" IN GROUP, LLC MONUMENT BOX. : N. LINE NN7/4, NWI/4, SEC. 21 S89'41'00"E 1291.69' wv (BASIS OF BEARING) 21763 UNBRIDLED AVENUE S89'41'00"E 175.00' - PARKER, CO 80138 PHONE: 303-841-9365 FAX:303-648-5212 � ■$ � � III , wv I � 3 �t 1 1_ 1 — PROSPECT ROAD s C) W, � I o _ *49' ASPHALT STREET h L J $ W / LEGEND: -- M g-------- EXISTING CONTOUR O _ _ --iseio----------------- - - EXISTING GAS Z —�y:-� — I- W__ -- W— — —W— — -__-W— __ —W— — —W—e' WATER -- — — -- — — — — � W— I- - _r- _ zscec �___ ___ ^.� EXISTING OVERHEAD UTILITY ISfiN =571 • .._ 1JL._ ! • - .r_- �- Cy •`_3- i"L -T •- "�-_ — --- +- '--'•, __+ • " _.--.—Sd'.�'' - S /- — ,I/� ` - : ". TVB - -•- - -•- - -•- - - -•- - - EXISTING UNDERGROUND ELECTRIC O w POINTEVI OF GOES \ e •4' • — Ir • .� O 3 I F I I 1 ) o _ -� c4Tv — CvITY - �.+ (1os.7s'-PLAT) ' BEGINNING LAJ - - - - - - - N EXISTING TELEPHONE w O 3 I — —CA S89'41'00"E 109.75' a Ty - - - - EXISTING CABLE TV N °0 t —d1Y —dlY —0"f' —OILY —OOY Z �o L=23.80' ,/ . / — - - - - EXISTING FIBER OPTIC W 3 3 R-15.00' ) I EXISTING SANITARY SEWER AND MH W _ IDE I °--IT D-90' 01" (90'54'-PLAT) ' } I I I I CS I S ICON tCIC e,� CH 44'51.30"E 21.38' ,i I N W NOT W) (N44.52'E-PLAT) / ,.. : I i ���1 - ®- - EXISTING WATERLINE AND VALVE w - Q 3L I KNOWN) I '. I I j \ / / Q -- 7 _ _"_ _ "_ " _ _w_ _ -"_ _ _"_ - .. . I i 3 I I I I �,. I i _-� - -> - - -> o-r - -> - EXISTING STORM SEWER, MH AND INLET ASPHALT '-- -- — _-- ' -- / ,. , , . a 4- 3 3 h } I I w 40 IA Ys3t I - I i� l ASPHALT I g xggl h o 3 3 I I II %�~ g) �;Naw .��OC�S. OVERLAND TRAIL �j �� �� ".,rREA = 15.571 SOFT I /y ;.: I I \ \, G �\J m - (0.357 ACRES I . f. III a O V / j 010 N ° ✓ \ I M ASPHALT N ASPHALT % tO 3 z� I M8 N 3\ ( � I 0- 1 I O I t . ASPHALT / •.n \ I (n Z C/) /LID WUW) �Z •� A,dmTL•cprE H � B 14 vi o v Q I a a t II i , I ✓I — I A. DESIGNED BY: --- A. 111 / W 3 I I F SURVEY INFORMATION OBTAINED FROM 1500 S. OVERLAND DRAWN BY: - - - h I TRAIL ALTA/ACSM LAND TITLE SURVEY PREPARED BY CIVIL ARTS AND DATED OCTOBER 25, 2011. 3 ; I :I JOB NUMBER: 111101 \ I I �' 7�t �•. t I \ or I 44 PLAN SCALE 11 ASPHALT D D I II ..1 — -- ®' _ - r / I 10 0 10 NOTE FENCE MAY EXTEND E. OF HORIZONTAL SCALE: 1"= 10' PARCEL LINE. BAR IS 2 INCHES ON ORIGINAL DRAMANG ASPHALT $ ` Z < 5' EASEMENT TB z�F iN89.41' "W 50.01' I ------ -- --- 0_.-----�EPTTI0W-M --,— O Z 3 _ — MTL� FEN T-,--_�_ —T— r — _- — — — — 8 WOODEN FENCE — — CHASE --E_-- —E-- -- --E -- E��^-- --ESL B�-.q-� —T— — ---T— — —T— -- —T— — —T— —T--- — J — — 1.�0._�iV - 12g9 — \ F 13' v Q -E-- - - 17- _ ^ ---- — -- — — --- I • sL � �s(125.00'-PLAT) ts' E - E-- - I � ( I •.I / --NB9'4Y00"W- \175.00 - --- — --- --- — '- X Z SW COR. NW1/4, Gj °�°° SHEET NUMBER: N W1 /4 SEC. 21 0 e FOUND /8 SEC W/ (� 2-1/2- ALUM. CAP MKD. (� CrQ "LS 37899 2006" IN J�4 C1.1 of MONUMENT BOX. 0 JP E-ll 496 4L '4O qw r I W I EXISTING CROSSWALK ■ 1 TRAFFIC SIGNAL AND APPURTENANCES i— TO REMAIN 0000 CURB RAMP EXIST MODIFIED STANDARD ° FH ' I ° o° • GTEL PEDESTAL TO REMAIN CURB CUT TO BE CLOSED TING ROW 50' PROPOSED ROW 57.5' 24' B CUT CLOSED EXISTING ROW 50, )SED ROW 57.5' CURB CUT TO BE CLOSED I 1 6' / CONC. WALK 8 PROPOSED DRAINAGE AND " UTILITY ESMT — RIGHT 1 GAS METER WAY ELECTRIC METER RE: LANDSCAPE PLANS — RE: LANDSCAPE PLANS FOR SCREENING DETAIL FOR SCREENING DETAIL / 10' SIDEWALK CHASE (TYP) 6.9' (MIN) " I CONC WALK 6' CONC. WALK PROPOSED CONVENIENCE STORE loll 10' BUILD TO LINE I EXISTING TEL �I PEDESTAL SIDEWALK CHASE AND PAN (TYP) MATCH EXISTING I WALK EXISTING ROW STOP SIGN 8' DRAINAGE AND UTILITY ESMT PROPERTY LINE I 6.1' (MIN) CONC WALK RLDG - FL WESTPROSPECTROAO 24' CURB CUT EX CURB STOP 1% e" TRUNCATED DOMES STOP SIGN (TYP) — — — 3 OUTDOOR RACKS FOR PROPANE SCREENING FOR PROPANE TANKS SHALL BE PRESENTED TO CITY PLANNING FOR APPROVAL, TO RACK PLACEMENT. n II EX TREE (TYP) - WHEEL STOP C�d - 6" VERTICAL CURB NO PAN -I C O-�- - -} - EXISTING CAN PEDESTAL TO BE RELOCATED EXISTING ROW TYPE III BARRIER INDICATING END OF WALK (WALK CONSTRUCTED TO PROPERTY LINE) 10' BUILD TO LINE DRAINAGE AND UTILITY EASEMENT WIDENED FOR GRASS LINED CHANNEL DRIVEWAY EXIST 8' UTILITY ESMT INVERTED U BIKE RACK RE: DETAIL —- THIS SHEET PROPERTY LINE TRASH DUMPSTER RE: ARCH. ELEVATIONS EXISTING TRANSFORMERS EXIST 5' UTILITY ESMT EX BLDG (TYP) N NOTES: 1. CURB CUT CLOSURE TO BE WITH 6" VERTICAL CURB AND GUTTER WITH 2' PAN. 2. PARKING LOT IS ASPHALT EXCEPT AS INDICATED. 3. ALL SITE CURB AND GUTTER IS 6" VERTICAL WITH A V PAN EXCEPT AS INDICATED ON PLAN. 4. HANDICAP PARKING SPACE SHALL BE IDENTIFIED BY A SIGN, CENTERED BETWEEN THREE (3) AND FIVE (5) FEET ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE PER LUC 3.2.2(K)(5). 5. OWNER RESERVES THE RIGHT TO CONSTRUCT A REMOVABLE ABOVE GROUND LANDSCAPE PLANTER ON THE PROPOSED EASTERN 20' DRIVEWAY CONNECTION SHOULD THE ADJACENT OWNER FAIL TO PROVIDE RECIPROCAL CROSS ACCESS (EASEMENT AND CONNECTING DRIVEWAY AISLE) THROUGH THEIR PROPERTY. LEGEND: ROTH ENGINEERING GROUP, LLC 21763 UNBRIDLED AVENUE PARKER, CO 80138 EXISTING GAS PHONE:303-841-9365 FAX:303-648-5212 - -a- - -a - -a- - -a- - -a- - EXISTING OVERHEAD UTILITY - -•- - -•- - -�- - -•- - -•- - -•- - EXISTING UNDERGROUND ELECTRIC - -*- - - - - -r- - ->- - •- - -r- - EXISTING TELEPHONE EXISTING CABLE TV O Lo — -A- - -A- - -A- - -A- - -A- — EXISTING FIBER OPTIC Lo EXISTING SANITARY SEWER AND MH co - -w- - -w-® -w- - -w- - -w- - -w- - EXISTING WATERLINE AND VALVE O Z EXISTING STORM SEWER, MH AND INLET W STORM SEWER AND INLET � I..L/ O UNDERDRAIN w- WATER SERVICE U) SANITARY SERVICE W/ CLEANOUTS Z -• GAS LINE W -* TELEPHONE LINE J SIDEWALK W 1 CONCRETE PAVING DRIVING SURFACE O O TRUNCATED DOMES U aDOOR W^ ® SIDWALK CHASE VEHICLE MOVEMENT DIRECTION O PARKING LOT LIGHT ® TRANSFORMER E® ELECTRIC METER m =1 GAS METER O8 PARKING COUNT RIGHT OF WAY DEDICATION 8, 9, 9, N L o i� has VAN ACCESSIBLE STANDARD ADA TYPICAL PARKING STALLS SCALE 1" =10' %" SCH. 40 PIPE (1 Y100 0.D.x.145w) .7'>O � •[FINISH GRADE I CIE[ 3" (Y2"O REBAR @ 1Ya" 10Ye" LG. (4) PLC's TYP. INVERTED U SERIES SU-15-E: (OR APPROVED EQUAL) 1.5 INCH DIA. STEEL PIPE, EMBEDDED MOUNT NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. INVERTED U BIKE RACK SCALE 1" =2' CREATIVE PIPE, INC. INVERTED U SERIES SU-15-E: 1.5 INCH DIA STEEL PIPE EMBEDED MOUNT (OR APPROVED EQUAL) H U.) W O W N 1- O H 0 N0 QO cr 13 W z N W �o N vi N O Q � 0 W W � f- IL U) Q U) 0 DESIGNED BY: - - - DRAWN BY: - - - JOB NUMBER: 111101 PLAN SCALE 10 0 10 HORIZONTAL SCALE: 1"= 10' BAR IS 2 INCHES ON ORIGINAL DRAVONG SHEET NUMBER: C1.2 OF - E-lT 496 I. r� . 1 W I 1 I♦,LOP .�-I',% PLANT SCHEDULE I■ w rrrr.rr �.r•r �r,c,:., ��� �,� �� �� TREE5 CODE QTY COMMON NAME / BOTANICAL NAME CONT CAL 51ZE I, •'' ���' JUN M09 8 Moonglow Juniper / Jumperus scopulorum ' Moonglow' B 4 B G-7 1 I2 M ACC 1� B rt B MAL THU 3 Thunderchild Crab Apple / Malus x 'Thuncierchild' 13413 1 .5"Cal 7-8' H 'I • QUE 5HU I 5humard Red Oak / Quercus shumardu B 413 2"Cal 10-1 2' H I 51GHT TRIANGLE SYR IVO 3 Ivory Silk Japanese Tree Lilac /Syr g reticulata Ivry Ak B 4 B I .5"Cal 7-8' H I I ULM ACC 2 Accolade EI 1 UI'Accolade'B 4 B 2 C I 10-1 2 H I e m mus xa SHRUBS CODE CITY COMMON NAME /BOTANICAL NAME CONT •' o ";�y Cy'j,'p/�yy���iJ+•;� f - �''�?� —•---.,,. .� -• -- BER R05 24 Rosy Glow Barberry / Berbers thunbergn 'Pose Glow' 5 gal BUX JAP 38 Julia Jane Boxwood / Buxus microphylla Japonica 'Julia Jane' 5 gal SCALE II r h',: J�r 10 0 10 20 EUO PIP 14 Compact Burning Bush / Euori alatus ' Pipzam' 5 gal 1 inch = 10 ft. JUN 81.3 44 Blue Chip Jumper / Junperus horizontahs 'Blue Chip' 5 gal I JUN M 9 1345 �17� � � } JUN WEL 5 Welch Jumper /Jumperus scopulorum ' Welchi' B 4 B YUC FIL 10 Adam's Needle / Yucca Poamentosa 5 gal ARC UVA � I I GROUND COVERS CODE CITY COMMON NAME /BOTANICAL NAME CONT 14 I gal 5 JUN WEL t i 1 5YR IVO 3 B4B 51GHT TRIANGLE i OFF SITE AREA TO BE MAINTAINED BY PROPERTY OWNER (APPROX. 2' X 6' AREA) 3 1UC FIL ,'„y� r NAT MIX 2G9 sf Native Seed Mix/ seed 5 gal ( ><" ✓ Native seed ma to be installed per manufacturer's '1 5 BUX JAP recommendations and per City of Fort Collins Engineering r 13 BEgR al ROS W JUN B 5 gal Department Storm Water standards. See list and ratio of 5 gal seed to be included below. r 12 ARC UVA PROPERTY OWNER RESERVES THE I gal I RIGHT TO INS ALL ABOVE �� r� d ARC UVA 95 Kinmkinnick/ Arctostaphylos uva-ursi I gal@ 30" oc 71 3 FIL 5 5 gal 241 UN BL3 5 gal VVV I I EUO PIP 5 gal (i1 J3 !j I 91 ARC UVA I gal 3 BER R05 5 gal f, :i>,•1n; t GROUND LANDSCAPE PLANTER TO BLOCK CROSS DRIVE ACCESS TO ADJACENT PROPERTY SHOULD ADJACENT PROPERTY OWNER FAIL TO CONSTRUCT CONNECTING DRIVE ACCESS ON THE ADJACENT PROPERTY (ALL PROPOSED ABOVE GROUND PLANTER DESIGNS SHALL BE SUBMITTED TO THE CITY PRIOR TO INSTALLATION FOR APPROVAL) 11 y bilk` .511. DER R05 0 LIVA ARC O 1O • �bi1+�► CIS ��+iiN� s LAW 1111v , 1 ����.®►.000voo_OVA ��_oe�o;�_��000_o,00, .. I� • 1 1+ •� I I+ •, I WATER BUDGET TABLE: HYDROZONE AREA (SF) WATER NEEDED (GAL/SF) ANNUAL WATER USE (GAL) HIGH 1,787 16 32,166 MODERATE 1.167 10 11,670 LOW 1,572 3 4,716 VERY LOW 0 0 0 P 'AVG: 10.7 48,552 O4,526 15 GALISF/SEASON ,A POA REV 1,942 sf Reveille Bluegrass / Poa X Reveille sod 'NATIVE SEED MIX 5HALL CONSIST OF EQUAL PARTS SAND BLUE5TEM, 51DEOAT5 GRAMA, PRAIRIE 5ANDREED, INDIAN RICEGRA55, 5WITCHGRA55, WE5TERN WHEATGRA55. LITTLE 13LUE5TEM, ALKALI 5ACATON, AND SAND DROP5EED. APPLICATION RATE 5HALL BE 28.5 POUNDS PER ACRE. SEEDED AREA5 SHALL NOT BE MULCHED UNLESS WITH A HYDROMULCH A5 RECOMMENDED BY THE SEED MIX MANUFACTURER. CITY OF FORT COLLINS, NOTES: ALL PLANTS 5HALL BE A -GRADE OR NO. I GRADE, FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DEN51TY AND SPREAD APPROPRIATE TO THE 5PECIE5 A5 DEFINED BY AMERICAN A550CIATION OF NURSERYMEN 5TANDARD5. TO THE MAXIMUM EXTENT FEASIBLE, TOP501L THAT 15 REMOVED DURING C0145TRUCTION ACTIVITY 5HALL BE CONSERVED FOR LATER U5E ON AREA5 REQUIRING RE -VEGETATION AND LANDSCAPING. LAND5CAPING INSTALLATION. NO CERTIFICATE OF OCCUPANCY FOR PROPERTY WITH AN OFF-STREET PARYJNG AREA REQUIRED TO PROVIDE LANDSCAPING IN CONFORMANCE WITH THR5E REGULATION5 SHALL BE 155UED UNLE55 ALL LAND5CAPING ON THE PROPERTY HA5 BEEN INSTALLED IN ACCORDANCE WITH AN APPROVED LANDSCAPE PLAN FOR 5UCH PROPERTY. IN THE EVENT THAT 5UCH LANDSCAPE I B I DEP051T, ND INSTALLATION HAS NOT BEEN COMPLETED, AN OCCUPANCY PERMIT MAY BE ISSUED UPON THE RECEIPT Y THE CITY OF A CASH DE OS T, BOND, LETTER OF CREDIT OR OTHER 5AT15FACTORY FINANCIAL GUARANTEE IN THE AMOUNT OF ONE HUNDRED TWENTY-FIVE (1 25) PERCENT OF THE ESTIMATED C05T OF THE LAND5CAPING IMPROVEMENT5 DETERMINED BY AN EXECUTED CONTRACT TO INSTALL 5UCH LANDSCAPING OR BY ADEQUATE APPRAISALS OF 5UCH C05T. 5UCH BOND, CA511 DEP051T OR EQUIVALENT 5HALL FURTHER GUARANTEE THE CONTINUED MAINTENANCE AND REPLACEMENT OF THE LAND5CAPING FOR A PERIOD OF TWO (2) YEARS AFTER INSTALLATION, BUT THE AMOUNT OF THE SAME SHALL BE REDUCED AFTER IN5TALLATION IS COMPLETED TO TWENTY-FIVE (25) PERCENT OF THE ACTUAL C05T OF 5UCH LANDSCAPING. ANY BOND, CA5N DEP051T OR EQUIVALENT DEP051TED PURSUANT TO THI5 REQUIREMENT 5HALL BE RELEA5ED UPON CERTIFICATION BY THE BUILDING PERMITS AND INSPECTIONS DIRECTOR THAT THE REQUIRED LANDSCAPING PROGRAM HAS BEEN COMPLETED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENT5 OF THE BOND. THE SOIL IN ALL LANDSCAPE AREA5, INCLUDING PARKWAYS AND MEDIANS, 5HALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LE55 THAN EIGHT (8) INCHE5. ORGANIC SOIL AMENDMENTS 5HALL BE THOROUGHLY INCORPORATED INTO THE 501L OF 5UCH AREAS TO A DEPTH OF AT LEAST 51X (G) INCHE5 BY TILLING, D15CING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARD5 OF 501L AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF AREA TO BE PLANTED, UNLESS AT LEAST FOUR (4) INCHES OF LOOSE TOP 501L HAS BEEN PLACED ON THE AREA AFTER COMPLETION OF CONSTRUCTION ACTIVITY ON TOP OF NOT LE55 THAN FOUR (4) INCHE5 OF L005ENED 5UBGRADE SOILS. DOCUMENTATION OF THE CONTENT AND QUANTITY OF THE ORGANIC 501L AMENDMENTS AND TOP 501L PLACED IN AN AREA, PREPARED BY THE COMMERCIAL SOURCE OF THE MATERIAL OR A QUALIFIED 5011-5 TE5TING LABORATORY, SHALL BE SUBMITTED TO THE CITY. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS A5 NOTED ON THI5 PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONE5 BETWEEN THE 51DEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT 5HALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THI5 PERMIT MAY RESULT IN REPLACING OR RELOCATING TREE5 AND A HOLD ON CERTIFICATE OF OCCUPANCY. THE DEVELOPER SHALL CONTACT THE CITY FORESTER TO IN5PECT ALL 5TREET TREE PLANTINGS AT THE COMPLETION OF EACH PHA5E OF THE DEVELOPMENT. ALL TREE5 NEED TO HAVE BEEN INSTALLED A5 SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING 15 REQUIRED BEFORE FINAL APPROVAL OF EACH PHA5E. FAILURE TO OBTAIN APPROVAL BY THE CITY FORESTER FOR STREET TREE5 IN A PHA5E 511ALL RESULT IN A HOLD ON CERTIFICATE OF OCCUPANCY FOR FUTURE PHASES OF THE DEVELOPMENT. GENERAL LANDSCAPE NOTES: CONTRACTORS 5HALL HAVE UNDERGROUND UTILITIES LOCATED, LEGIBLY MARKED, AND 5HALL REPAIR ANY AND ALL DAMAGE WHICH MAY OCCUR A5 A RESULT OF LANDSCAPE IN5TALLATION. UTILITIES SHOWN ON THI5 PLAN ARE APPROXIMATED, AND 5HOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE FIELD. UNDER NO CIRCUMSTANCES WILL LAND5CAPE WORK BE APPROVED FOR PAYMENT IF PLANT SIZE AND GENERAL HEALTH ARE NOT A5 REQUIRED ON PLAN. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED A5 INDICATED ON PLANT L15T. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LAN05CAPE ARCHITECT AND THE OWNER BEFORE, DURING AND AFTER INSTALLATION. THE LAND5CAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OR REV1510N5 TO THE LANDSCAPE PLAN. THE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE. ALL PLANTING AREA5, AND UNPAVED AREAS ON SITE, MUST BE COMPLETELY SODDED, SEEDED, OR HYDR05EEDED A5 SPECIFIED. THE LAND5CAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THESE PLAN5, BEFORE PRICING THE WORK. THE LAND5CAPE CONTRACTOR 5HALL FULLY MAINTAIN ALL PLANTING (INCLUDING BUT NOT LIMITED TO WATERING, 5PRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS AND LAWN5 FOR 90 DAY5 AFTER 5UB5TANTIAL COMPLETION. THE LAND5CAPE CONTRACTOR 5HALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR 5HALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD (A5 PER DIRECTION OF THE OWNER). THE LAND5CAPE CONTRACTOR SHALL PROVIDE AND INSTALL 51TE IRRIGATION 5Y5TEM AFTER DESIGN 15 SUBMITTED FOR APPROVAL. THE LAND5CAPE ARCHITECT WILL APPROVE THE 5TAKED LOCATION OF ALL PLANT MATERIAL BEFORE IN5TALLATION. ANY PLANT MATERIAL WHICH DIE5, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF WORK) 5HALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME 5PECIE5, QUANTITY, 51ZE AND MEETING ALL PLANT L15T SPECIFICATIONS. THE GENERAL CONTRACTOR 15 RE5PON5113LE FOR FINI5HED GRADING ALL LAND5CAPE PARKING I5LAND5. FINISHED GRADE IN I5LAND5 15 TO BE CROWNED APPROXIMATELY 1 2"-1 &" ABOVE THE TOP OF CURB 501L IN ISLANDS IS TO BE FREE OF UNSUITABLE MATERIAL AND DEBRIS I.E. GRAVEL OR ASPHALT. IF CONTRACTOR 15 UNABLE TO DIG PLANT PIT5 TO A DEPTH THAT WILL PROVIDE THE AREA OF 501L AROUND THE ROOT BALL DUE TO ROCK, CONTACT ARCHITECT, CIVIL ENGINEER. AND/OR CITY FORESTER IMMEDIATELY. ALL PLANTING BED5 AND TREE WELL5 5HALL RECEIVE A LAYER OF HARDWOOD MULCH A MINIMUM OF 3" IN DEPTH AT THE TIME OF PLANTING, EXCEPT NATIVE SEED AREAS WHICH 5HALL BE TREATED A5 REQUIRED BY THE INSTALLATION RECOMMENDATION OF THE SEED MIX MANUFACTURER. =E O LO Y J CM O Z W O Iii- W W W 1 1 ^W C L O C L • .• N O N In N O Q U) 0 DESIGNED BY: JV DRAWN BY: JV JOB NUMBER: 111101 OG-25-1 2 W I..L Z ��Q VJ 0 a. Z J SHEET NUMBER: LS 1.0 E-lT �19� ti 1 W I / oQ00o M - -- li I OQ 4)0 loop aim PIPE SLEEVE (TYP) 3 , 1.6 1" 2 1.4 1" --Pq M -- - I Or 34 I I I I, u 1 ti l I I �;---� IIIIf1 I I �i W 1 III I, I 11 I I ii 1 I 1 1/2" II I,I II I I 0.3 1 I I 1» I t II II ! 1 I -� III I I I I 1 I I I I I I I I I --------- --'-- -------- 0.8 6 I i 1 I I I I I 1 I I I I I I I I I I I I 1.5 7 1 I 1"4. .4I I I I I I I I I I I I I I I I I I I I I I i 1.3 8 1" '1,4211 - 1 _ -------------- fi _- - ----_- _--_--_--_----__---_------_ - -_ _ i� III * li SMART CONTROLLER DATA INPUT TABLE: ZONE 1D SPRINKLER PRECIP. PLANT MATERIAL SOIL TYPE SLOPE MICROCLIMATE TYPE RATE (IN/HR) TYPE (SUN/SHADE) All SPRAY HIGH COOL TURF CLAY NONE SUNNY MOST OF DAY A2 SPRAY HIGH COOL TURF CLAY NONE PARTLY SUNNY A3 DRIP MODERATE SRUBS CLAY MILD SUNNY MOST OF DAY A4 DRIP LOW SRUBS CLAY MILD SUNNY MOST OF DAY A5 DRIP LOW SRUBS CLAY GENTLE SUNNY MOST OF DAY A6 DRIP MODERATE SRUBS CLAY GENTLE SUNNY MOST OF DAY A7 DRIP MODERATE SRUBS CLAY GENTLE SUNNY MOST OF DAY A8 DRIP MODERATE SRUBS CLAY NONE SUNNY MOST OF DAY ANNUAL WATER USE TABLE: CRITICAL ANALY515 Generated: 201 2-03-09 00:48 P.O.C. NUM13ER:01 Water Source Information: FLOW AVAILABLE Water Meter Size: I " Flow Available: 37.50 gpm PRESSURE AVAILABLE Static Pressure at POC: 65.00 psi Elevation Change: 5.00 ft Service Line Size: 1 1/2' Length of Service Line: 30.00 ft Pressure Available: 61 .00 psi DE51GN ANALYSIS Maximum Station Flow: 5.60 gpm Flow Available at POC: 37.50 gpm Residual Flow Available: 31 .90 gpm Critical Station: 5 Design Pressure: 40.00 psi Loss Elev. high head to valve: 0.43 psi Pipe Loss Crib"I Head: 0.87 psi Loss Fitting Factor: 0.09 psi Loss through Valve: 1.90 psi Pressure Req. at Critical Station: 43.30 psi Loss for Fittings: 0.04 psi Loss for Main Line: 0.43 psi Loss for POC to Valve Elevation: 0.43 psi Loss for Backfow: 1 1.52 psi Loss for Water Meter: 0.22 psi Critical Station Pressure at POC: 56.24 psi Pressure Available: 61 .00 psi Residual Pressure Available: 4.76 psi ZONE 10 AREA (SF) HYDROZONE WATER NEEDED (GAL/SF) ANNUAL WATER USE (GAL) Al 956 HIGH 18 17.208 A2 831 HIGH 18 14,958 A3 462 MODERATE 10 4,620 A4 845 LOW 3 2,535 A5 727 LOW 3 2,181 A6 413 MODERATE 10 4,130 A7 308 MODERATE 10 3,080 AS 95 MODERATE 10 950 TOTAL 4,637 'AVG: 10.7 49,662 'MUST NOT EXCEED 15 GAL/SF/SEASON GENERAL IRRIGATION NOTE5: SCALE 10 0 10 20 1 inch = 10 & IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDE5CRIFTION CITY P51 DETAIL SOS Hunter MP 1000 w/ PR05-04-PK540CV 30 40 7/IR2.0 Turf Spray 4" pop-up with check valve, MP Rotator nozzle. M=Maroon adJ arc 90 to 21 O, L=tight Blue 21 O to 270 arc, O=Ohve 360 arc, on PR540 4' pop-up body. Q Hunter MP Corner w/ PR05-04-PR540-CV 7 Turf Spray 4" pop-up with factory installed check valve, MP Rotator nozzle. T=Turquoise adj arc 45-105, on PR540 4" pop-up body. SYMBOL MANUFACTURER/MODEUDE5CRIPTION CITY Netafim LFCZ 10075-HF 6 I" valve, 3/4" filter and a high flow pressure regulating valve (3.5 - 17. Ggpm). Area to Receive e Netafim TLCV-26-18 18 ( (18) 1,580 s.f. Techline Pressure Compensating Landscape Dripline with Check Valve. U.2GGPH emitters at 18.0' O.C. Dripine laterals spaced at 1 5.0' apart, with emitters offset for triangular pattern. 17mm. Area Receive Driplim Netafim TLCV4- 188-1818 1. 174 s.f. Landscape Dripperline with 0.4gph emitters at 18' o.c. with check valve, pressure compensation, 14.7psi min. to 50pst max. Dripperline laterals spaced at 18" apart, with emitters offset for triangular pattern. SYMBOL MANUFACTURER/MODEUDE5CRIPTION QTY Hunter PGV-101 G 3 1 " Plastic Electric Remote Control Valve, for Re51dentiaVbght Commercial Use. Female NPT Inlet/Outlet. Globe Configuration, With Flow Control. Nibco T-580-56-R-66-LL I Bronze ball valve Shut Off Valve BF Febco 525Y I" I Reduced Pressure Backflow Preventer © Hunter PCC-900-501- 1 9 stations, indoor model, with plastic cabinet. Solar Sync Kit w/ sensor and module. Location and installation to be coordinated w/ contractor. i-• . Water Meter I' I Irrgation Lateral Line: PVC Schedule 40 895.2 Lf. PVC Schedule 40 irrigation pipe. Only lateral transition pipe sizes 3/4' and above are indicated on the plan, with all others being 112" in size. - Irrigation Mainline: PVC Schedule 40 398.9 I.f. Pipe Sleeve: PVC Schedule 40 130.71.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number # # � Valve Flow #" Valve 51ze 40 7/IR2.0 DETAIL /IR2.0 I /IR2.0 DETAIL 6/IR2.0 8/IR2.0 9/IR2.0 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO STARTING WORK ON THE SITE. UTILITIES SHOWN ON THI5 PLAN ARE APPROXIMATED, AND SHOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE FIELD. CONTRACTOR 15 RESPONSIBLE FOR ALL PERMITS, LICENSES, METERS, TAPS, AND IMPACT FEES REQUIRED TO INSTALL THE SYSTEM. CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR HEAD, LINE, AND VALVE PLACEMENT RELATIVE TO THE PROPOSED PLANTING PLAN. IRRIGATION SYSTEM SHALL PROVIDE 100% HEAD -TO -HEAD COVERAGE. CONTRACTOR SHALL ADJUST HEADS AND NOZZLES TO PROVIDE 100% COVERAGE IN THE AREAS INDICATED ON THE PLAN. AVOID CONFLICTS WITH EX15TING AND PROPOSED PLANT MATERIAL, PAVING, STRUCTURES, AND UTILITY LINES. ADJUSTABLE ARC NOZZLES SHALL BE SUBSTITUTED IN PLACE OF FIXED ARC NOZZLES AS NECESSARY TO PREVENT OVER SPRAY ONTO PAVEMENT. IRRIGATION HEADS SHALL BE PLACED AND ADJUSTED TO PREVENT SPRAY ONTO BUILDINGS OR WALKWAYS. LINE LAYOUT AND EQUIPMENT PLACEMENT 15 DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON 517E TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE 100% COMPLETE COVERAGE. ALL HEADS, LINES, VALVES, AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER P055113LE AND SHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER 4 WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND/OR OWNER. SEE CIVIL UTILITY PLANS FOR EXACT LOCATION OF WATER METER. VERIFY IN THE FIELD, THE LOCATION OF LINES, HEADS, OR VALVES WITHIN THE DRIP LINE OF ANY EXISTING TREES HAND EXCAVATE WITHIN THE DRIPLINE OF ANY TREE. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE SYSTEM WITH THE LANDSCAPE CONTRACTOR 50 THAT ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS. THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE SHALL APPROVE THE FLAGGED LAYOUT OF THE SYSTEM PRIOR TO TRENCHING. ALL MAIN LINE PIPING SHALL BE BURIED TO HAVE A MINIMUM COVER OF 18". ALL LATERAL PIPING DOWNSTREAM OF THE MAINLINE SHALL BE BURIED TO HAVE A MINIMUM COVER OF 1 2'. ALL WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHALL BE UP- 14 DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL BE MADE IN VALVE BOXES ONLY. THE IRRIGATION CONTRACTOR 15 RESPONSIBLE TO COORDINATE THE PLACEMENT OF SLEEVES PRIOR TO PAVING. SLEEVE MATERIAL SHALL BE SCHEDULE 40 AND AT A MINIMUM DEPTH OF 18". THE IRRIGATION CONTRACTOR 15 REQUIRED TO REPAIR WITH APPROVED IN KIND MATERIALS ANY DAMAGE INCLUDING BUT NOT LIMITED TO: THE BUILDING, STRUCTURES, PAVING, OR PLANTINGS. DAMAGE TO UTILITIES BY THE IRRIGATION CONTRACTOR SHALL BE REPORTED TO THE OWNER'5 REPRESENTATIVE, AND THE REGULATING UTILITY PROVIDER. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO OPERATE BA5ED ON AN AVAILABLE WATER PRESSURE OF 65 P51. IF PRE55URE 15 LE55 THAN 65 P51, A BOOSTER PUMP MAY BE REQUIRED TO PROVIDE ADEQUATE OPERATING PRESSURE. IF PRESSURE 15 GREATER THAN 90 PSI, A PRESSURE REDUCING VALVE SHALL BE INSTALLED FOR SAFE OPERATION OF THE IRRIGATION SYSTEM. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION 5Y5TEM WHEN IT 15 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT USAGE, AREA DIMENSIONS OR STATIC WATER PRESSURE EXIST THAT MIGHT NOT HAVE BEEN PRESENT OR KNOWN INFORMATION IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THI5 NOTIFICATION 15 NOT PERFORMED, THE CONTRACTOR SHALL A55UME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY AT NO ADDITIONAL C05T TO THE OWNER. xQ OF z' �NN w W yr Y 4 V) N orn " v a b a� o ►• o v�� � a a �� rqCw �NN.G 't't O LO CM O Z Uj O Iii- V ) W W J W LU V ) O (Inn L0 N O Lij W � Q Cl) � o DESIGNED BY: JV 11 �a�111111111111111 IM N W. I JOB NUMBER: 1111101 1 OG-25-1 2 Z O V /1 LL 1..1- SHEET NUMBER: IR 1.0 E-1T 494 so o% Q tt- 1 W TYP PRE TYP 2" F HAR FRC ARE TYPICAL OFFSET 2" FROM CAL LATERAL HAR05CAPE, 4" FROM FROM VALVE PLANTED AREA EMBLY, SIZE PLANS. HYLENE OR PVC 5UPPL-' Z, 51ZE AS PER HEADER CHART. DRIPLINE SPACING AS NOTED. TYPICAL TECHLINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. STAPLE (TL5G) AT ALL TEES, ELL5, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. MANUAL UNE FLUSHING VALVE PLUMBED TO EXHAUST HEADER, AS FAR FROM THE SUPPLY HEADER AS P0551BLE. F FLUSHING VALVE AT EA EXHAUST END. END FEED EXAMPLE CENTER FEED EXAMPLE \ TYPICAL NETAFIM TECHLINE CV REQUIREMENTS MAINLINE. CAL VALVE, FILTER, TYP 35URE REGULATOR. PIPI CAL OFFSET PER ZOM DSCAPE, 4" M PLANTED N. POLYE' HEADS 51ZING I I 0 I I I I I I I I Z I I I I o °a� I I I = I I I z I "1 w I m I I I I N.T.S TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" 18" 24" DRIPPER FLOW 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9 RATE (GPH) w 15 127 109 86 65 177 151 120 91 152 116 to U 25 427 325 256 194 604 459 361 274 458 348 35 539 409 322 244 753 579 456 346 580 440 a z 45 618 469 369 280 877 664 523 397 666 506 TECHLINE FLOW PER 100 FEET DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER SPACING GPH GPM GPH GPM GPH GPM GPH GPM 12" 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53 181" 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02 24" N/A N/A N/A N/A 31.00 0.51 46.00 0.77 SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS) STEP I : ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. STEP 2: DIVIDE THI5 TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART TECHLINE FLOW PER 100 FEET". MULTIPLY THI5 GPM NUMBER TIMES THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER. STEP 4: 51ZE THE HEADER WITH THE FOLLOWING: I TO 6 GPM: 3/4" HEADER. 6 TO 10 GPM: I" HEADER. 10 TO 20 GPM: 1 1 /4" HEADER. 20 TO 30 GPM: 1 112" HEADER. TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME f / ==_ TURF SHRUB k GROUND COVER III/ TYPICAL START CONNECTION / i ON EXHAUST HEADER. ICLAY LOAM SANDY CLAY LOAM SANDY / TOTAL LENGTH OF TECHLINE TUBING DIPPER FLOW (GPH) 0.26 0.4 0.6 0.26 0.4 0.6 IN THI5 AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. DRIPPER INTERVAL 18" 12" 12" 18" 18" 12" I I TYPICAL START CONNECTION ON SUPPLY HEADER. LATERAL (ROW) SPACING 18"-22" 18"-22" 12"-16" 18"-24" 18"-24" 16"-20" I I SEE' T I SUB -HEADER APPLICATION RATE (IN/HR) .19-0.15 .43-.35 .96-.72 .19-.21 .29-.21 .72-.58 � DETAIL. IRREGULAR I J - t TIME TO APPLY 1/4" 79-100 35-43 16-21 79-107 52-71 21-26 AREAS: TRIANGULAR �J 1 TYPICAL TECHLINE START SOURCE: i fWATER DRIP VALVE OR LATERAL FROM I VALVE. TYPICAL SUPPLY PIPE. TYPICAL TECHLINE DRIPPER LINE L_ TUBING. F - TYPICAL PVC OR - POLY SUPPLY OR EXHAUST HEADER. MANUAL LINE FLUSHING VALVE - PLUMBED TO PVC OR POLY HEADER. ISLAND LAYOUT - - - - - CONNECTION. PARKING ISLAND TYPICAL LAYOUT F SUPPLY HEADER MANUAL LINE FLUSHING VALVE. TOP OF SLOPE. TECHLINE CV LATERAL TUBING. PVC SUPPLY LATERALS PARALLEL TO THE HEADER. CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. i TOE OF I ( ) 54" MAXIMUM ELEV. SLOPE. EXHAUST CHANGE WITHOUT CHECK Ci HE VALVE. IF GREATER, TOP 2/3 OF 5L( f F INSTALL INUNE CHECK CONVENTIONAL \ TOTAL I,.,, OMBINED LENGTH CHECK LONGEST VALVES EVERY 54" IN ELEV. SPACING. OF THESE LATERALS AND LATERAL AGAINST CHANGE. COMPARE TO THE CHART FOR CHART FOR MAX. BOTTOM 1/3 OF SLOPE: - - MAX. LENGTH OF SINGLE LENGTH OF SINGLE CONVENTIONAL SPACING P LATERAL. LATERAL 25%. IRREGULAR BRANCHING OUT JOINING LATERALS SLOPE FEED LAYOUT REMOTE CONTROL ODD CURVES LATERALS VALVE ASSEMBLY. ONTROLLER WIRE WITH 30 INCH LINEAR LENGTH 0" DIAMETER VALVE BOX. ORIPLINE OR I/2" DRIP TUBING. - 20"X 14" JUMBO P AIR RELIEF VALVE VALVE BOX. OF COIL, WITH PLASTIC I.D. TAG AND COIL 18" TO 24" OF DRIP TUBING IN THE AS SPECIFIED. WATERPROOF CONNECTORS. BOX. PVC TRUE UNION BA RCV AS SPECIFIED. I " FPTXMPT ELL. VALVE. FILTER AS SPECIFIED. REMOVABLE FLUSH CAP. 6" DRIP BOX. -'a X I "MPT ADAPTER. 2" ABOVE GRADE AT PRESSURE REGULATOR AS DRIP TUBING COUPLING. Ya"FPT XY2" DRIP TUBING SHRUBS. SPECIFIED. ADAPTER. SET BOX FLUSH z PVC UNION W/ SHORT SET VALVE BOX 2" ABOVE ABOVE GRADEY2" DRIP FINISHED DRIP TUBING COUPLING. AT TURF. NIPPLES. FINISHED GRADE OF SHRU A�B TUBING. N GRADE. 80 RISER. - 5xT TEE W/ 2' NIPPLE AT MAINLINE. Y2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. Y OUTLET PIPE SAME SIZE AS �� VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO GX2X 16 CONCRETE BLOCK CAPS, ONE ON EACH 51DE OF THE BOX. 1" DRIP VALVE/FILTER/REGULATOR 1 112" = 1'-0` 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE, ONE PER PLASTIC I.D. TAG AT EACH VALVE. - WATER PROOF WIRE CONNECTORS - ONi 30" LOOPED WIRES. w OUTLET PIPE SAME SIZE Qw-AS VALVE, 24" MIN. TO FIRST FITTING. 0 45 DOWN AS w REQ. TO m LATERAL N PIPE DEPTH_ FT INCREASE LATERAL LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. - MAIN LINE. 328413.76-23 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. N 6" THICK LAYER OF PEA GRAVEL. ELECTRIC REMOTE CONTROL VALVE 1 112" = 1'-0' 328406. 13-01 N 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED, DO NOT EXTEND GRAVEL INTO BOX. 1. LOCATE FLASH CAP ASSEMBLY AT THE END OF EACH DRIP LINE. 2. ENSURE THAT THE COILED DRIP TUBING 15 OF SUFFICIENT LENGTH TO COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING. DRIP FLUSH CAP ASSEMBLY 1 112" = 1'-0" FINISHED GRADE. 0 TURF POP UP HEAD. 0 1/2" MARLEX STREET ELLS. 0 w m z � I LATERAL LINE AND PVC TEE. 325413.49-06 CLEAR TO FENCE OR HARDSCAPE WHERE 3" APPLICABLE. TURF SPRAY MARLEX ASSEMBLY 3" = 1'-0" SCHEDULE 80 PVC NIPPLE, SET AT 45 DEGREE ANGLE. Q O U 3" THICK LAYER OF WASHED O O OoOo GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP AIR RELIEF VALVE IN BOX 3" = 1'-0' SERVICE SIDE. 328413.53-03 REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED. GALVANIZED NIPPLES AND ELL AS REQUIRED. GALVANIZED UNIONS AT EACH SIDE. PRESSURE REDUCING `-VALVE AS SPECIFIED. - GALVANIZED RISERS. GALVANIZED ELL AND NIPPLE, TYPICAL EA. SIDE. PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, a TYPICAL EACH SIDE. 4° 4 a CONCRETE THRUST BLOCKS,_ 90 LBS. OF CONCRETE EACH. MAIN LINE, SIZE AS PER PLANS. 328413.56-04 PLANT ROOTBALL, SEE PLANTING DETAIL. SET HEAD 2" ABOVE GRADE AND INSIDE WATER WELL. 11-111-1 WATER WELL, - SEE PLANTING DETAIL. 1/2" POLYETHYLENE FLEXIBLE TUBING. - LENGTH AS REQUIRED. 1/2" MARLEX STREET ELL. !'- FINISHED GRADE. - 4" POPUP AS SPECIFIED. 1/2" MARLEX STREET ELL. r BARB ELL X MIPT, LATERAL LINES. PVC TEE (SXSXT) OR ELL. POPUP BUBBLER AT PLANT PIT 3" = 1'-0" 328403.53-04 SET CONTROLLER 60" APnvc FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFII SECURELY BOLT CONTRO TO WALL. INSTALL BACK BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. 2" DIAMETER GRAY PVC CONDUIT FOR RCV WIRES FINISHED FLOOR. m LONG SWEEP E,, REDUCED PRESSURE BACKFLOW INTERIOR WALL MOUNT CONTROLLER 8 9 328403. 13-01 I" = 1'-0" 328409.43-03 I" = 1'-0" 325409. 13-07 xQ U t~ za a s � W w �rNN Z Y 6 0 r 37dHmM o r- .y O via, a �c m ', •TT oil i td c a � s c. x� ��-w g N r N c N 0 N L N Lu co Z Z O Lu o Q 0 w w � H U) d DESIGNED BY: JV DRAWN BY: JV JOB NUMBER: 111101 0Ar GIRD -ow, t-tea-zot to ...,"� OF OG-25-1 2 Z O U) J /rQn Q NV W LJ.= SHEET NUMBER: I R 2.0 A� E- 17 496