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Home My WebLink About0003_8_PA 2021-28 - Exhibit G Design Review Package z 0 PROJECT DATA VICINITY MAP BEING 0 rc ASSESSORS PARCEL ,370-080-006,AND 370-080-020 LAKE LANE ELSINORE DESIGN STUDIO NUMBER LSINOR MOTORSPORTS o RECORDED BOOK/PAGE:MIS 6/296 RnRK LEGAL DESCRIPTION SUBDIVISION NAME:RESUB OF BLK D OF ELSINORE LL LOT/PARCEL:06,07,&20 q FOR ALL 3 LOTS STREET BLOCK:F �. T 133 W.PECK STREET 0 TRACT MAP: 4>O LAKE ELSINORE,CA 92530 n ,Z�t'QP LOTSIZE ±132,432 SQ.FT. 3.04 ACRES(3 LOTS COMBINED) Contact:JORGE PEREZ CUEFO a p��p\ LAKE ELSINORE SPECIFIC PLAN: PROJECT e � Telephone:951.265.5477 PLANNING AREA 3 OFTHE EAST LAKE SPECIFIC PLAN,AMEMDMENT NO.11 SITE 'S, Email:jorge@reingdesgnstudio.00m GENERAL LAND USE LAND USE DESIGNATION: _ off ACTION SPORTS,TOURISM,COMMERCIAL&RECREATIONAL;AIRPORT OVERLAY N o sjP S35"48'08"W 100.00, PL S35"48'08"W 100.00, PIL S35"48'08"W 148.50' PL THE PROPOSED PROJECT SHALL MERGE THREE LOTS INTO ONE FOR THE 5 0 - CONSTRUCTION OF TWO WAREHOUSE BUILDING SHELLS WITH LS LS oq� LAKE ELSINORE CONSTRUCTION YARD.TH ERE ARE TWO BUI LDING STRUCTU RES LOCATED ON N HIGH SCHOOL m THE SITE THAT WILL BE DEMOLISHED.REQUIRED CONSTRUCTION OF ROAD 0 3 3 I MPROVEMENTS N THE PUBLIC RIGHT OF WAYSUCH AS PORTIONS OF THE ROAD,WALKS,LANDSCAPE STRIP AND PUBLIC FIRE HYDRANT.THE BUILDING T m o a10 Ls SHELLS SHALL CONSIST OF CMU BLOCK WALLS WITH STEEL TRUSSED WALNUT TREET r° o o STORAGE YARD SCOPE OF WORK METAL DECK ROOF SYSTEM.INTERIOR WALLS CONSIST OF A COMBINATION �a OF CMU BLOCK AND METAL STUDS WITH GYPSUM BOARD.THE MEZZANINE b (PERVIOUS GRAVEL SURFACE) FLOOR SHALL BE CONSTRUCTED OF CONCRETE METAL DECK OVER STEEL N TRASH ENCLOSURE z TRASH ENCLOSURE z BEAMS.THE BUILDING SHELLS SHALL PROVIDE GENERAL ACCESSIBLE TOILET 5 ROOMS AND UTILITY SINKS.GENERAL MECHANICAL,PLUMBING,ELETCRICAL AND FIRE SPRINKLERS SHALL BE PROVIDED AS REQUIRED. 8§ THE WAREHOUSE BELOW TH MEZZANINE AND THE MEZZANINE SHALL BE LOCATION MAP N E a e e 12"CONC MOW STRIP CONDITIONED SPACE. 8 z a a PORTION OF SECTION 28,T.65,RAW e z 3 THOMAS BROTHERS MAP 8 PLANNING PAGE:896,GRID:J-4 Z € w 2 z w u MINIMUM BUILDING SETBACK DRAWING INDEX mp z m ~ �� FRONT 15, U na SITE PLAN Z Ls "w AVE.25',MIN.20' A 0.1 CONCEPTUAL SITE PLAN AND PROJECT DATA AC PAVING Of E ON-SITE FIRE HYDRANT N O r w a LOCATION MAY VARY FRONT PROPERTY LINES=100'+100'+148.5'=348.5'TOTAL A 0.2 CONCEPTUAL SITE MODEL j z 348.5'X 25'AVG=8,712.5 SQ.FT. 0 8 0z Of IN D PARKI NG SETBACK M I N.20'X 348.5' = 6,970 SQ.FT. BUILDING ONE c O 0o y o 7x� Ls q'4 Ls ® a FRONT PLANTERS @ FRONT OF PARKING STALLS = 2,069 SQ.FT, A 1.1 BUILDING ONE CONCEPTUAL FLOOR PLANS E (,0 w U MIN.SETBACK+PLANTERS 9,039 SQ.FT, A 1.2 BUILDING ONE CONCEPTUAL ROOF PLAN A 1.3 BUILDING ONE CONCEPTUAL EXTERIOR ELEVATIONS _d L.L,�.,g co m o SO: 8,7125.5 SQ.FT. < 9,039 SQ.FT. 0 'I 'I A 1.4 BUILDING ONE CONCEPTUAL COLORED EXTERIOR ELEVATIONS z W N v FRONT PARKING SETBACK AVERAGE IS OVER REQUIREMENT a BUILDING TWO o a U A 2.1 BUILDING TWO CONCEPTUAL FIRST FLOOR PLAN NO SETBACK REQUIRED EXCEPT ADJACENT TO A PUBLIC RIG HT-OF-WAY OR A u 1' SIDE&REAR RESIDENTIAL USE.THEN MIN.OF 15'REQUIRED. A 2.2 BUILDING TWO CONCEPTUAL MEZZANINE FLOOR PLAN SET BACK 89, 74' 164' 20'-5 1 4" o IL BUILDING HEIGHT 45'MAXIMUM A 2.3 BUILDING TWO CONCEPTUAL ROOF PLAN m o. LANDSCAPING IMPROVEMENTS A 2.4 BUILDING TWO CONCEPTUAL EXTERIOR ELEVATIONS k 0 a _ PROPOSED BUILDING PROPOSED BUILDING 15%MINIMUM REQUIRED LANDSCAPED AREA REQUIRED A2.5 BUILDING TWO CONCEPTUAL COLORED EXTERIOR ELEVATIONS ONE TWO LANDSCAPING IMPROVEMENTS INCLUDED IN CALCULATION 20,486SQ.FT. LANDSCAPE 10 W r L 1.0 BUILDING TWO CONCEPTUAL FIRST FLOOR PLAN a a LANDSCAPED AREA 20,4865Q.FT. i> coi c�i+1268.00'FF(SEE CIVIL) +1268.00'FF(SEE CIVIL) >15% S0: = 15.48% OKAY i +1267.33'PAD(SEE CIVIL) +1267.33'PAD(SEE CIVIL) TOTAL PARCEL SIZE 132,432 SQ.FT. M c 2 z WAREHOUSE: ±16,613 SQ.FT. WAREHOUSE: ±30,613 SQ.FT. �� PARKING PER TITLE 17-ZONING LEMC&CBC CHAPTER 11B o. v v e o MEZZANINE: ±5,074 SQ.FT. a ________ MEZZANINE: ±10,204 SQ.FT. ___ o a BLDG. SPACE AREA CALL STALLS REQ'D TOTAL w oo OCCUPANCY: B&S-1 OCCUPANCY: B&5-1 o WAREHOUSE 16,613 SQ.FT. 16,613/1,000 17 TYPE OF CONSTRUCTION:V-B TYPE OF CONSTRUCTION:V-B i OFFICE/MEZ 5,60054.FT. 5,600/500 11 28 SPRINKLERED: YES = SPRINKLERED: YES ? Fps o _ OO OJ 1 ACCESSIBLE STALL PER CBC TABLE 11B-208.2 oOOQ�. 26 TO 50 2 STANDARD STALLS(9'X18')PROVIDED 26 i ACCESSIBLE STALLS PROVIDED 2 a - roQP BLDG. SPACE AREA CALC STALLS REQ'D TOTAL w � > N = N WAREHOUSE 30,613 SQ.FT. 30,613/1,000 31 51 OFFICE/MEZ 10,204SQ.FT. 10,204/500 20 aLs EDGE OFPAVING 2 ACCESSIBLE STALL PER CBC TABLE IIB-208.2 UTILITY SERVICE PROVIDERS U 51 TO 75 3 WATER ELECTRIC rc STANDARD STALLS(9'X18')PROVIDED 47 ELSINORE VALLEY MUNICIPAL WATER DISTRICT SOUTHERN CALIFORNIA EDISON 3 ACCESSIBLE STALLS PROVIDED 4 o > Ls Ls (E)CHANNEL P.O.BOX 3000 25620 JEFFERSON AVENUE a 2S DESIGNED TO AREA&DENSITY CALCULATIONS 31315 CHANEY STREET MURRIETA,CA.92562 ti p00?pp REDUCE VELOCITY LAKE ELSINORE,CA 92530 TEL:(877)238-0092 z OF RUN OFF FROM IMPERVIOUS AREA TOTAL TEL:(951)674-3146 O g 4-�QOQ (E)EARTHEN LL mSp1P CHANNEL BUILDINGS 47,226 SQ.FT.- SEWER GAS �\p CONCRETE WALKS 4,333 SQ.FT. ELSINORE VALLEY MUNICIPAL WATER DISTRICT SOUTHERN CALIFORNIA GAS COMPANY sQP AC PAVING ROADS&YARDS P.O.BOX 3000 24487 PRIELIPP ROAD o ( ) 51,04554.FT. 31315 CHANEY STREET WILDOMAR,CA.92592 o TOTAL IMPERVIOUS AREA - 102,604 SQ,FT. LAKE ELSINORE,CA 92530 TEL:(951)249-8300 W m 28 TEL:(951)674-3146 a o PERCENTAGE OF LOT COVERAGE 77.5% 0 W w ,� �y PERVIOUS AREA TOTAL U) LANDSCAPE 20,48654.FT. rc Is LS Ls ° Ls Ls Ls YARD(UNPAVED) 9,346 SQ.FT. J a ac\I ® 4 ® - ® ® ® 4 ® TOTAL PERVIOUS AREA - 29,83254.FT. Z O O Lt7 z u ACCESSIBLE ACCESSIBLE u NOTES I. PERCENTAGE OF LOT COVERAGE o m PARKING(TYP) _ PARKING(TYP) m ~ Q wbo a.) FOR PURPOSES OF THE AREA AND DENSITY CALCULATIONS,THE AREA OF THE BUILDING HAS Q Z yr v� BEEN MEASURED TO THE EXTERIOR SIDE OF THE WALLS AND THEREFORE WILL DIFFER Z z z z z FROM THE BUILDING AREA CALCULATION AS INDICATED IN THE 2019 CBC SECTION 202 OE (DEFINITIONS FOR"AREA,BUILDING"). O O UZQfi _OOfC) Ls Ls LS Ls Ls Ls Ls Ls IL .—LL Lt] U F- Z LLi U- UO2 rc (N)ASSUME ^agP b�S� '8 0= oo a"&g SgRgoo w O O W PROPERTY LINE DRIVEWAY a D U) U LL °,a,o o,o,o,o,°,a,e,o,o, e o 0 0 0,o,°,a,a,o,o. AND GAPE ) H Z 0 °. E F LL1 p LANDSCAPE LINDSCHPE F W O M Y W' Uco _j z _ °, SIDEWALK° (E)SIDEWALK o_____- _.-------------- __ -___ __ _ _ _____ _______ ______ __ ___ __ __ ___ _ ___ _ ___ _ _ ___ _ _ _ _ _ __ __ ProledN a a� � _P f ' �_ t � _ 2012 77 f ALIGN N i AC BERM o N 35°48'OS'E 100 00' PL N 35'48'08''E 100 00 PL ` N 35°48`;08'E 148 50' PL w o MATCH E STREET[ r E STREET z MATCH(E)STREE7 IMPROVEMENTS IMPROVEMENTS 06 o IMPROVEMENTS - w N J . , z _ __________ ______ _ __ _____ ___ __ _____ ___ __ _ _ ___ ___ ___ ________ ___ ________ _ ________ _________ z o p EDGE OF(E)ROAD J � ° C0RYD0N ROAD o =" ------------ ----------------------------------------------------------------------------4 W H w �o 'p <6 EDGE OF(E)ROAD U) Q a c-z m 15 m sip Q Q z o S a o w CPOC,P��PQ- + N a z ypP JPpO� O O�3�y w z 2QipOF W U w Sr �� U W z $3 0 z 0 _ Z ° m0ry/� �p 3 U a- a Sf dDrawing Number: y �O E oz u oa0.1 A 2 Lo SITE PLAN - 6 z 0 BEING rc DESIGN STUDIO 0 U C O C 133 W.PECK STREET LAKE ELSINORE,CA.92530 Contact:JORGE PEREZ CUETO z Telephone:951.265.5477 0 Email:forge@beingdesignsWdio.com r y 0 U 41 O G O m 0 32321 32321 _ E _ s e� € � Z 2 0du N w Z U)0 U O z Oof 0 N U Z E otu 8 o Qnut _3 rnY 90 U n/ LI_MS do U O Zo w \ U SITE AXONOMETRIC SITE AXONOMETRIC 2 o LL U W `k k o - U Z 2 O O U U Z_ p r� Q o 32321 - - 02 d Jul _ I 7 w _ - U z< o 0 7F O d ... `-__ _ -.. --- IL o z C o LL W a o W 0 U) - Q < Z w BUILDING ONE VIEW FROM STREET BUILDING ONE ENTRY 0 o Q Z Z co 3 000 �' Q N o U 0 z LLj O 32321 9 W Z w � 0vw / U m N W 000000 u WQCOY 32321 o w M J a I Project No: z r 2012 zI- .0 w zd II — J w� t --� _. I (I �--- i j 7C-- W ozz � � � 0 w. 0 oo -- �— 52__ 16o Q �o w oN MENEM 0 wy <w — - a za W �_ w o3 Z v Z ° Co�w m0 Op 3 U Q Sf N- rc� z w0 Drawing Number: E o� A 0.2 o R' aa, BUILDING TWO VIEW FROM STREET BUILDING TWO ENTIRIES m °p z 0 89' 89' o 12' 11'-4" 12' BEING rc 8�� DESIGN STUDIO 3�_4�� rc 133 W.PECK STREET LAKE ELSINORE,CA 92530 a — — < E - - - - - - - - E _—_—_—_ _—_—_ _—_—_—_— Email:�oJR TO OROEng2477skMio.mm Telephone:951.265.5an 0 I r9e@�n9 re r s \ / U O \ / m � J I i N q - z \ / 5 \ / a 8 w \ / \ / z 2 w op 0 m s w rc rw o� \ / U)zo o Z m \ / ow 0 y0 y \ / Uw E C oW c8 O } U z \ /I STRUCTURAL 10"MASONRY COLUMN WALL(TYP) o -—-—-—-—-—-—---—-—-——-— — —- —-— -— — —-— —-— — —-— — — —-— — o\ /OPE oN w LARGE '\BELOW WAREHOUSE (12,695 SQ.FT.) wzo z / \ zw o z / ° /' \ o w / \ / \ w o / \ 21'-2" 10'-2" N / / \ \ 0 o LL / \ O / 25'-10" \ MENS OMENS ELECT RM _ I o W rc / ROOF ACCESS \ ro _ o LADDER RISER RM - v a 3, a m GIN GIN z 1-J o v 6'_6" 7 6'-6" Q o 17' Z Z o Ln oN 000Ln U � Q °fC) o ST/STIR O Z Lu - MEZZANINE p w STEP UP 5 (5,017 SQ.FT.) SMALL (n 0 O DECK _ WAREHOUSE w Z C (3,770 SQ.FT.) o O W o U ---—-—-—-—-— -—-—-—-—-—---—-—-—-—-—-—-—-—-— - -—-—-—-— B - - - - - - - - - }�- - - - - - - U W m N o L-+ J F nWN/ n�N/ M Y eP L.L L.1_ M J a STRUCTURAL - o. r, a 8""ALL MASONRY COLUMN ProleO No: - 2012 I I I I I I II z Ni rd I oo w- z g oz= O O -, o O �- w= y W LL L '6 J a o - - - ---- Z Q Z o N _ SMALL DEC _ J JI O W O J� _ waW CANOPY �________________ 1_____ -_-___ __ z U k (TYP) CANOPY 2' N 2� N U V) 5 03 Z Z N 3'-4" 3'-4" 3,-4" 10' O Q m ?? r 01 8' 10' 7' 8' 13'-4" 3' 12' 3'-4" 8' 13'-4° 3 m U W 0 m=d � 21' " 36'4 23' 8'-823' 36'4" w Drawing Number: �O E °21 z 1 2 3 4 5 1 2 3 4 5 A 1.1 p BUILDING ONE MEZZANINE PLAN 4 BUILDING ONE FIRST FLOOR PLAN Drawin9:1 of 5 z o 89, BEING rc 14 DESIGN STUDIO 0 7'_4 C I z0 133 W.PECK STREET LAKE ELSINORE,CA 92530 Contact:JORGE PEREZ CUETO z Telephone: 5.5477 O E - -—-—-—- -—-—-—-— 7 Email:jorge@bein@beingdesignskMio.mm r m I I I iq I I I I Q I z Py�' 5 I � z 8 L z0 2 w ms zw 1/4"MIN. RIDGE (� �.2 SLOPE / '^2 ON rw �O VJ KU z Qw Oy0 y o U oN o U I L � rnY U O I zo < I O w I I O a D —-- — -- -—-—-—-—-—-—-—-—-—-—-—-—-r-— —-—-—-—-—-—-—-—-—-— -- -—-—-— o E5 O > k I I I o N < � I k o � _ U U U o 4 U 2 U U I Q 0 JP ANOPY o I I o I > I I I w Co Z o 1/4'MIN. RIDGE 60 SLO ao w o w 3 2' o I N a LL 15 O I I I LL o I � w a ROOF ACCESS - o w o c ---—-—-—- -—-—-—-—-—-— - -- ----- --- ----- - --- -- —i- - Q < z m o o I z 0 0 z z o 00004 0 m O LL LL a 1/4"MAIN. U) z 0 SLOPE / LE o w O 0 J w _ w ui OUW p co ANOPY .a )gProled No: 2012 6 Zwv?zdawmO ooO ow om W J ° A -—-—-—-— z - - -—-— O Q w �o j �m Y ° <� c� w - Z o wa W Z �G 64" 1 pU m �w z N o j 7'-2" 2" 8 4 8 16 3 4 .3 m O o0 m r 23' 21' 8'-8" 36'4" 0- w 3 Drawing Number: �O . 2 3 4 5 A 1.2 Z. =d o BUILDING ONE ROOF PLAN # 0O 1�8, = 1,0„ Drawing2 of5 z 0 EXTERIOR ELEVATION PLAN KEYNOTES BEING Uo. FS 50 517 F8 09 512 0 501 NATURAL GRAY PERCISION BLOCK PILASTER DESIGN STUDIO U o T.O.P. 502 NATURALGRAY PERCISION BLOCK FIELD(RUNNING BOND) F1 502 -------- x 503 (ET BLACK PERCISION CMU BLOCK BANDING 2 COURSES TALL (RUNNING BOND) N F2 503 504 FIBER CEMENT CLAD WALL AND FRAME SYSTEM ,LAKE ELE K STREET S NORE,CA 92530 0 y T.0_RIBON_ _ _ _ 505 METAL CLAD ACCENT PANEL Contact:JORGE PEREZ CUETO a _ 506 METAL PARAPET CAP Telel3+ona 951.265.5477 0 B.O.RIBON _ — WINDOW Email:jorge@6eingdesignstudio.mm HEAD 507 8"WIDE METAL DOWNSPOUT AND COLLECTOR o = U 51 508 8"WIDEVETRICAL METALCLAD ACCENT STRIP SIMILAR TO DOWNSPOUT 0 rc o 509 C-CHANEL CANOPY U = DOOR m - - HEAD 510 DECORATIVE METAL GAURDRAIL y DOOR 511 BLACKALUMINUM STOREFRONT SYSTEM WITH SOLAR GRAYGLAZING � HEAD _ 512 BLACKALUMINUM STOREFRONT WINDOW WITH SOLAR GRAYGLAZING i ? \ 513 HOLLOW METAL DOOR z 514 METAL ROLL UP DOOR 5 1ST FLOOR 515 DOCK LEVELER m -- — — — — — WAREHOUSES E 516 METALHAND I GAURDRAIL $ _ FG BELOW L w - 1ST FLOOR 517 EXTERIOR LIGHT w z 2 zw p w Fl 502 F8 516 F9 513 15 rn� z ~ �@ w Z) G a z NORTH CONCEPTUAL EXTERIOR ELEVATION$ EXTERIOR ELEVATION FINISHES j o �w Z F1 SEALED CMU BLOCK(FIELDI O o a MAN FACTURER:�ORCO BLOCK ° U o vz-i F5 506 517 512 FS 509 F8 510 F3 504 506 F5 MATERIAL:—PERCISION BLOCK _ _ _T.O.P. COLOR:—NATURAL GRAY MW o F1 502 — —-- — — — —-T.O.P. F2 SEALED CMU BLOCK(ACCESSENTI ci m U zw MANUFACTURER: ORCO BLOCK _ z F2 503 MATERIAL:—PERCISION BLOCK o U 511 COLOR: JET BLACK 250 MW u T.O.RIBON— — — — _ F3 CEMENT CLADDING PANEL B.O.RIBON _ MANUFACTURER:—JAMES HARDIE BUILDING PRODUCTS 4 E5 0:- — — 4N MATERIAL:—7/16"THICK FIBER CEMENT PANEL(HZ10) w a a 514 \ = COLOR:—LIGHT GRAY EXTERIOR TOPCOAT m z 501 Fl � < � 2nd FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F4 METAL CLAD y x MEZ.(STEP UPS b MANUFACTURER: McELROY METALS,INC.OR APPROVED EQUAL r ry m m m - __________________ 2nd FLOOR MATERIAL - 22 GA ASTM A792(50 KSI STEEL) w z ? o q MEZ. - - COLOR: PEWTER(KYNAR 500 PVDF) z FS METAL CLAD2 0 = a oo MANUFACTURER: McELROY METALS,INC.OR APPROVED EQUAL z \ oTIVL_T MATERIAL:—22 GA ASTM A792(50 KSI STEEL) aT41m COLOR: - CHARCOAL(KYNAR 500 PVDF) w / m — — J, — — 15T FLOOR ETAL CLAD 3 F6 MMANUFACTURER:—McELROY METALS,INC.OR APPROVED EQUAL WAREHOUSE rc MATERIAL - 22 GA ASTM A792(50 KSI STEEL) nF9 513 509 F8 505 F7 COLOR: - MATTE BLACK(KYNAR 500 PVDF) 0 F7 METAL CLAD o MANUFACTURER:—McELROY METALS,INC.OR APPROVED EQUAL a MATERIAL:—22 GA ASTM A792(50 KSI STEEL) w COLOR: - COPPER METALIC PENNY(KYNAR 500 PVDF) SOUTH CONCEPTUAL EXTERIOR ELEVATION 15 FS PAINT 6 MANUFACTURER: DUNN EDWARDS a MATERIAL:-ARISTOSHIELD U COLOR: - BLACK DEA002(LOW SHEEN) rc F3 504 50 FS 512 517 506 FS PAINT2 FACTURER: DUNN EDWARDS 3 . .TOP. F9 m MANU n/ a T.O.P. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _T.O.P. MATERIAL:—ARISTOSHIELD LL z COLOR CANADIAN LAKE DE6340(LOW SHEEN) O d LL 0 503 F2 NOTE: 1.ALL FI NISH ES MAY VARY.IT IS TH E I NTENTION OF TH IS LEGEND TO MATCH ALL EXISTI NG FI NSH ES. GC TO FIELD VERIFY AND MATCH ALL FINISHES.PROVIDED SAMPLES FOR APPROVAL PRIOR TO nN/ o INSTALLATION(ALLOW TIME FOR LONG LEAD ITEMS).SAMPLES MUST BE PROVIDED IN L.1_ o STOREFRONT_ _ _ _ _ WINDOW m - HEAD - - -- —-- — HEAD COORDINATION WITH SCHEDULE.ALLOW 2 WEEKS FOR APPROVAL. L(..I o 507 F4 w DOOR °' 2nd FLOOR _ HEAD o MEZ. a STOREFRONT_ o J HEAD Q a 502 F1 v Z m Fl 501 z yyyyyyyy 1ST FLOOR — — — 1ST FLOOR Q a WAREHOUSE WAREHOUSE Z Z 0 O O v Lo 3 _ FG BELOW N 511 F9 513 F9 513 514 511 509 FS - 1ST FLOOR U Q 0 0 �U m O D z O ry w � U) Z EAST CONCEPTUAL EXTERIOR ELEVATION 8 W Z � p0w w 0 r U N LL1 o W 0 r) Y 506 FS � I J Q a T.O.P_ o —. —.—.—.—.—.—.— role o. a 2012 z rc111,YYYYYYY, 503 F2 zwcj T.O.RIBON — — z .O. zd B RIBON — w w 2. 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COLUMN COLUMN COLUMN �¢ LARGE r o WAREHOUSE o (20,500 SQ.FT.) o o a Z U I I I I I I I I I I I I I I I I > I I I Z Q W zo w q y a I I I I I I I I 3 I II I I I I I 0 z N T 11' 11'-3 3 4" 10'-3 1 2" O g 5' LL 1'-2" z w o - RISER ELECT MENS OMENS - W o RM RM o V.MASONRY a o _ WALL W rc �J 7 y -� -� 41'-8" 3'-4" GN GN 3'-4"1-4-o Li 8' O o _ 9'-11 3 4" T-1 4" z CD Ln 0 U0Q � 0 SMALL U WAREHOUSE O U (10,113 SQ.FT.) LL ()f O L z L Q 1_ 1_ 1_ 1_ 1 1_ U) z rc r— I-- -1 r— r— -1 r— -r r— -1 LLI p CO o a O U W U - T-J T L+J L T L- -_J F ""LLI Q M LU STRUCTURAL 5'-101. M J zCOLUMN(TYP) - o. LU Protect No: a ST/STR ST/STR 2012 z_ rc _ 8"MASONRY WALL W z -z 3 w= w o a q o o of zz STRUCTURAL UP (n P o COLUMN(TYP) NN LL zz t t t tLL o- I I I zoo a ---- - - -- --- -- Q L-- --- --- -------- --- --- ------ ------ C�<� r-- a wa z �G N oU � � Cow Z 5 m ?? N o 12'-4" 10'-8" T 3' 10'-8" T-4" 8' 10'-8" 10'4" 5'-6" L 8' 20'-4" q m U LL m= 7' 30, 30' 1 15' 15' 1 30' 1_8 30 7 dDrawing Numberz. �:a E °� 1 2 3 4 5 6 $ 9 A 2.1 z. �i a� BUILDING TWO FIRST FLOOR PLAN a op 2 z 0 164' 0 3'-4" 3' 3' 3'-4" BEING o DESIGN STUDIO ° ° I I I I 133 W.PECK STREET LAKE ELSINORE,CA 92530 Contact:JORGE PEREZ CUETO z Telephone:951,65.5477 1 r —-—-—-— Email:jorge@beingdesignstudio.com o \. / \ / E a W k Z 2 ° O w F— rnp zw \ / Z) �- rn E zo H m ' Z 0 O oz \ / E v0� $ 0 U 10"MASONRY zzw WALL(TYP) a \ \ / o \. / \ / zo _ _ \ / _ w w D ----—- -- ------ -—- —- - a x Y STRUCTURAL STRUCTURAL STRUCTURAL 9 N ? COLUMN (�OLUMN / \\ COLUMN ¢ ° / \ w /' OPEN \ zo TO 0 0 ° _— BELOW ° / \ / v op ko/ vv w w16 q y w m O LL / ROOF ACCES \ a- o m MASONRY LADDER [L 8"MA o WALL \ Lu a Y 9 Q < in z m I I I I I I I O zz 0 MEZZANINE (OFFICE) t U Q (9,955 SQ.FT.) O LL z Q � �wZ� �° - - - - - - - - - �- w+ - - -- 0 m N LL " " w o M Y co -i co Proled No: 2012 ° Z z _ w aw Z 0 -Z g zo Z LL °o° Q rn N �o w oz a m O z orn o wa z uj EG N oU � rn3 � Z5 m ?? N o 12'4" 3'4" 3' 3'-4" 7'-4" 8' 3'-4" 3'-8" 13'-8" 3'-4" 5'-8" 8' 3'-4" q m U LL m= 7' 30' 30' 1 15' 15' 30' 30 1'-8" 7' 0- w� Drawing Number: z. �a E ° 1 2 3 4 5 6 7 8 9 A z. �i H 2.2 Lw BUILDING TWO MEZZANINE PLAN a °o 2 z 0 164' BEING o DESIGN STUDIO 0 7'-4" T-4" ° 1 1 133 W.PECK STREET LAKE ELSINORE,CA 92530 Contact:JORGE PEREZ CUETO z Telephone:951.265.5477 ¢ 1 r -—-—-—-— -—-—-—-— Email:jorge@beingdesignstudio.com U o f I I I I t o }m I I y I I I I I I J I I I /RIDGE z 8 aO2 w op - z W RIDGE M s Lo �W zo O0 OQ o U z 0 E $ 0 z o o 'o w o a k z z U o D9 o a ° U < I I I I z I� o RIDGE a RIDGE ro > I I I 15 O z LL o o ROOF ACCESS W a- ° Lu - J ¢ Q Z O L J CANOPY Ln ° 00 QLn I I I I I I 0 < m O LL � o � � 0 wzo� RIDGE RIDGE o zo J ° B - - - - - - - - + - - - - - - - - - - - - - - -�- - - - - - - - -- a v_ w w 0Lu s nwN/ n0N N Q .Q L.L L.1_ C") I - - 0 Proled No: 2012 z w Q pz =o a z q q LL w- ° `- O O Iw z O m ~ �O > Q z �u ° <� c� z G ANOPY N o Lu U 03 z 21' 8'_8" 13,_9 14'_4„ m 0 m ?? 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A 2.3 a� BUILDING TWO ROOF PLAN a op 2 z 0 EXTERIOR ELEVATION PLAN KEYNOTES BEING °a F5 06 517 F8 09 512 0 501 NATURAL GRAY PRECISION BLOCK PILASTER DESIGN STUDIO U o TOp 502 NATURAL GRAY PRECISION BLOCK FIELD(RUNNING BOND) F1 02 - - 503 lET BLACK PRECISION CMU BLOCK BANDING 2 COURSES TALL (RUNNING BOND) N F2 03 504 FIBER CEMENT CLAD WALLAND FRAME SYSTEM LAKE ELS NORE,CA 92530 0 y T.O_RIBON_ _ _ _ 505 METAL CLAD ACCENT PANEL Contact:JORGE PEREZ CUETO a 506 METAL PARAPET CAP Telephone:951.265.5477 OF B.O.RIBON _ - WINDOW Email:forge@beingdesignstudio.com o -16 HEAD- 507 8"WIDE METAL DOWNSPOUT AND COLLECTOR 0 514 508 8"WIDE VETRICAL METALCLAD ACCENT STRIP SIMILAR TO m o DOWNSPOUT rc o 509 C-CHANEL CANOPY = DOOR m v HEAD 510 DECORATIVE METAL GAURDRAIL y 511 BLACK ALUMINUM STOREFRONT SYSTEM WITH SOLAR GRAY GLAZING _ 512 BLACK ALUMINUM STOREFRONT WINDOW WITH SOLAR GRAY GLAZING i / \ 513 HOLLOW METAL DOOR z 514 METAL ROLL UP DOOR g \ / LOR a SE� 515 DOCK LEVELER E 0 516 METAL HAND GAURDRAIL $ z e FG BELOW g 1ST FLOOR 517 EXTERIOR LIGHT 5 z Z a 0 N w F8 516 F9 513 515 rn� i �2 w Z) ^a N o rn LL E NORTH s 0 20 EXTERIOR ELEVATION FINISHES j o" Z z� Fl SEALED CMU BLOCK(FIELDI O.0 a MANUFACTURER: ORCO BLOCK ° U ovz-i Fs 506 512 F3 50 506 FS 511 505 F7 MATERIAL: PRECISION BLOCK o 0 O W c o _ _TOP COLOR:w NATURAL GRAY MW o F1 soz _------- dg dm T.Q.P. F2 SEALED CMU BLOCK(ACCESSENT) MAN U FACTURER:—ORCO BLOCK _ z F2 503 MATERIAL:—PRECISION BLOCK o U COLOR: JET BLACK 250 MW u T.O.RIBON. - - - - - F3 CEMENT CLADDING PANEL B.O.RIBON WINDOW MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS C, wran F4 508 _ MATERIAL— FIBER CEMENT PANEL(HZ10) COLOR:—LIGHT GRAY w EXTERIOR TOPCOAT � k on a onF4 METAL CLAD 1 w �. � � MANUFACTURER: McELROY METALS,INC.OR APPROVED EQUAL � - _ - - - - - - - 2nd FLOOR MATERIAL - 22 GA ASTM A792(50 KSI STEEL) - o STOREFRONT COLOR: PEWTER(KYNAR 500 PVDF) 7 � :� : :� - HEAD F5 METAL CLAD IS o a - ,� - _� MANUFACTURER: McELROY METALS,INC.OR APPROVED EQUAL o MATERIAL: 22 GA ASTM A792(50 KSI STEEL) a COLOR: - CHARCOAL(KYNAR 500 PVDF) w _ _ _ _ _ _ _ 1ST FLOOR METAL CLAD rn WAREHOUSE MANUFACTURER:—McELROY METALS,INC.OR APPROVED EQUAL rc MATERIAL - 22 GA ASTM A792(50 KSI STEEL) n 511 50 FS 511 511 COLOR: - MATTE BLACK(KYNAR 500 PVDF) 0 F7 METAL CLAD o MANUFACTURER:—McELROY METALS,INC.OR APPROVED EQUAL a MATERIAL:—22 GA ASTM A792(50 KSI STEEL) w COLOR: - COPPER METALIC PENNY(KYNAR 500 PVDF) SOUTH 14 F8 PAINT 1/8" _ T-0" MANUFACTURER: DUNN EDWARDS a MATERIAL:—ARISTOSHIELD U COLOR: - BLACK DEA002(LOW SHEEN) rc FS 506 Fs 506 504 F3 512 517 PAINT 3 T.O.P. F9 o MANUFACTURER: DUNN EDWARDS n/ a T.O.P. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _T.O.P. MATERIAL:—ARISTOSHIELD LL z COLOR CANADIAN LAKE DE6340(LOW SHEEN) O d ILL o F2 503 NOTE: T.O.RIBON GC TO FIELD VERIFY AND MATCH ALL FINISHES.PROVIDED SAMPLES FOR APPROVAL PRIOR TO 1.ALLFINISHES MAYVARY.ITISTHE INTENTION OFTHIS LEGEND TO MATCH ALL EXISTING FINSHES. - - - - - nN/ o - - - INSTALLATION(ALLOW TIME FOR LONG LEAD ITEMS).SAMPLES MUST BE PROVIDED IN L.1_ z COORDINATION WITH SCHEDULE.ALLOW 2 WEEKS FOR APPROVAL. LL.I 0 F4 507 a Lu 0 2nd FLOOR a MEZ. v Q a F1 502 Z IL 0 z 0 1ST FLOOR _ _ _ _ _ / _ _ _ _ 1ST FLOOR Lj WAREHOUSE - - -WAREHOUSE- Z Z OM < un 3 FG BELOW 004 FS 509 513 F9 514 -1STFLbbR U Q 0 m Q z 0 ry � U �0 EAST 8 w Z w a W v N w o p W 0 C0 Y _ 517 512 F3 504 506 FS 506 F5zo �/ J Q T.o.P_ �T7 T.O.P. 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PECK STREETDIO, INC. FOR RD CONSTRUCTION WAREHOUSES ON CORYDON LAKE ELSNORE, CA. 92530 DATE: 7/13/21 LAKE ELSINORE, CA. 92530 TEL: 951.265.5477 WET UTILITY NOTES: 0 NEW ON-SITE FIRE HYDRANT PER CITY STANDARDS. 1"IP OPEN O S35'48'08"W 100.00' S35'48'08"W 100.00' S35'48'08"W 148.50' EXISTING WATER MAIN. EXISTING SEWER MAIN. C.L. Fence 7 ° p ° ° p p ° p p ° p ° \ O4 INSTALL PROPOSED B" FIRE WATER LINE. INSTALL PROPOSED TAP AT EXISTING MAIN. PROPOSED 2" DOMESTIC WATER LATERAL. PROPOSED 6" SEWER LATERAL. INSTALL PROPOSED 2" DOMESTIC WATER METER. ° p INSTALL PROPOSED SEWER CLEANOUT. \\ III I 11 PROPOSED 1" IRRIGATION WATER LINE. PROPOSED 1" IRRIGATION METER AND BACKFLOW PREVENTION DEVICE. \ / C3 \ / --- - ---- -- m / 724 UTILITY AS-BUILT DATA: ALL EXISTING UTILITY DATA TO BE FIELD VERIFIED. II a 1 I !i I III :•: \ I n Ex GL Fence `' / WATER DATA TABLE: ° \ o ° o ID DIAMETER LENGTH BEARING/DELTA REMARK o 1O 8" 73.31 S54'11'52.00"E 8"PVC(PVT) 20 3 8" 161.96 S54'11'52.00"E 8-PVC(PVT) 8" 29.14 N35'48'08.00°E 8"PVC(PVT) -W R BIB III c \ \ PROPOS BUILDING 1 � � PROPOSED BUILDING 2 \ � - 1267.00 I I •`` \\ FF= 1267.00 \\ 4 PE= 1266.33 SOP III E� Bldg � \ o I PE= 1266.33 8" 58.06 N35'48'08.00"E 8-PVC(PVi) 10 ili \ ° I 5 8" 37.45 N35'48'08.00"E 8"PVC(PVT) 0 EX EL 7 •TR 6O 8" 86.26 S54'11'52.53"E 8-PVC(PVT) O I \ --- I / O 8" 12.97 S35'44'04.53"W 8"PVC(PVT) d III WTR BI _-I Ex Cond I 8O 2' 47.97 N54'11'52.00"W 2"PVC(PVT) ppI I w I'1\ I ° 90 2" 149.69 N54'11'52.00"W 2"PVC(PVT) c,• 4 III o 10 2" 60.66 S35'4V 08.00"W 2'PVC(PVT) o PARCEL 4 11 2" 18.39 N35'48'08.00"E 2°PVC(PVT) LO I \ 1" 47.97 N54'11'52.00"W 1"PVC(PVT) F I III 'f TREE 40\50 / L,I 1 a / 13 1" 19.94 N54'11 52.00W 1'PVC(PVT) O' " L 1 I -- - M T �� 10 M I �M-- O° x /� I A-' I 14 1" 60.29 S35'48'08.00"W 1"PVC(PVT) O LLI 0 \N\!TR BIB i T`O - �� 0 0 0 - I III I _- - 04 III DO \\ M 3 `• Z Ex C.L.Fence 7 ili ontah er, z SEWER DATA TABLE: ° o i� I Ex Ship ID DIAMETER LENGTH BEARING/DELTA REMARK ��IE,-, Container WTR BIB TREE 25\30 I :' 0 II "' `::3"' :.;•`' O1 6" 213.87 S54'12'58.15"E 6"SDR-35 PVC SEWER LATERAL(PVT) """ . `• O2 6" 43.69 N35'47'59.84"E 6"SDR-35 PVC SEWER LATERAL(PVT) 6" 50.31 N35'48'15.10"E 6"SDR-35 PVC SEWER LATERAL(PVT) I III WTR STUB:;;•`• o I li 3 EXISIN Ex Conc I EX ELEC " 3 n EX ELEC MTR fr - ---------- _ . SEX (2) GAS MTR- ------ --- ------ - EX GAS MTR -- - ------ ------ - -. -.- _.- -- \ W R BIB ------ - �- \ EX GAS MTR I WTR BIB ° - �1 WTR BIB I�I II II 41 2 III 1'1 6 Ex C.L.Fence 1-� '• IR```•-.-�' -_ lT� III �','• 1•..; III II o Ex C.L.Fence III Ex /•°e:°a o 0 6 a B•o•eBa:P6f86,9°s.cs.:.e.ca.:.... :' I ; . •°°.•°°.°a o:6 a B• .a a o•.°,.•..,..,.•. Ex Gate ,....°,°.,.•.°,.•..,....•..,.•:,.,.,.•.•.,.,•o°a•., °,,..°.°.,.,.°....................s. s.6•;,6.6.6.6•P°s•9.9•P°s•9°9•e.s•a•: „•e..•a,a•e..•a ega;^ae6eBa6aa•e°o °oB;o;asaesao;.;.y.y.;.e.;. Mtr PP I: 0 FH tr 8=6.a=!M B'e°6g9;fe&a6g8;fe 6ea668e96ea.e969669:eHea.69?eHe66ea.69e9eeae68:98.9,° ° \ • Mt, RP \ y I� p RSV(TO BE,bEA EPIIE�;;`•..;; ''' 'I' o TELE RSR T2821 :�''•• .,' •�``• i i R/W'•TO;QE`DEDICATED 9x MWIII -I- Ex Gate E Mail Bx \\ \\I ELE \D A 12 Ex Cate e E\ / J N35'48'08"E 100.00' N35'48'08"E f00:00--_--- rELE RSR __ sMH� IT'�n I \ 3 - / - �\ AB �FOPeNP � _--__--_- ---� \\ SDMH \\----J _� S _ 1 ____ Ex AC Brm 2 I 2 WV Ex Edge Pvmt � W `1�(-r��III-TTTyyy' -��IF--�yl ----------`\�� WV \ �� (M (w) cwi w: „i �L b OADn -_ Ex Edge Pvmt _ - _ (wl cwT (M cro�m (w) (w) cro (m (wl - .ND 1"IP - - - - PP OPEN Ex Edge Pvmt �EDMH N 5 '� Ex Edge P-t - e _- ___ - PP 4463955E --------- PP 2309769E PP 7szsi --- I _-_--- - PP 222995E -- --- --- \ \'� \ SO PIPE I `a'\ -SD PIPE 20 10 0 20 40 T� �- r�- \ SCALE 1"= 20' FEET SD P.IPF ---- Underground Service Alert NOTE: WORK CONTAINED WTHIN THESE PLANS SHALL NOT SEAL: BENCHMARK: CITY OF LAKE ELSINORE SHEET N0. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH /+ A GRADING PERMIT HAS BEEN ISSUED. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR VEMRA ENGINEERING INLAND,INC CONCEPTUAL WET UTILITY PLAN CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED 27�yNQ 1D SUITE pHOAE(90252-7g C3 Call: TOLL FREE LFRD70 SD.VBlIUR NEW COMMERCIAL BUILDINGS,CORYDON ROAD, THE PRIVATE ENGINEER AC SIGNING THESE PLANS IS RESPONSIBLE TEMECIH�1,CA 92581 SEE SHEET 1. FOR ASSURING THE ACCURACY OF DESIGN&ACCEPTABILITY � LAKE ELSNORE, CALIFORNIA 1-800 No. 68532 t OF THE WORK HEREON.IN THE EMDO DISCREPANCIES 2272600 ARISING AFTER COUNTY APPROVAL ORR DURING CONSTRUCTION, Exp. -30-22 y PREPARED BY: APN: 370-080-006, 007&020 OF_SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REMON HABIB RCE 83156 DATE CIVIL R.C.E.N0. 66532 AN ACCEPTABLE CCEPTROVAL S E SOLUTION THE AND RENSING THE PLANS FOR DATE BY MARK REVISIONS: APPR DATE ACTING CITY ENGINEER �A�ff IL 7/22/2021 SCALE: SEE PLAN FOR: W.O. cln TWO WORKING DAYS BEFORE YOU DIG ENGINEER CITY WILFREDO S.D. VENTURA ��' FILE N0. U w Z w LANDSCAPE CONSTRUCTION PLANS FOR: o �V �11'�'� -0 RD3LLa � z�o0-� -CONSTRUCTION CORP � d �"zoN 2! CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07/ o G& 20 � E~ J�g3N � a z = o 3-� Q � CITY OF LAKE ELSINORE, CA g � GENERAL NOTES: PREPARED FOR: 0 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE RD CONSTRUCTION CORP N START OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED LIMIT OF WORK 32097 CORYDON ROAD 016 REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. ' LAKE ELSINORE, CA 92530-8535 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING r Q � CONSTRUCTION. CONTACT: BRAD WOODS p 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS EMAIL: BRAD@RDCONSTRUCTIONCORP.COM cl� cnJ REPORT SHALL SUPERCEDE ANY RECOMMENDATIONS AND DETAILS SHOWN ON THESE PHONE: (951) 746-6689 Z w PLANS. I Q 0� Z LI/LP-03 LI/LP-04 Q Q g 4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED U d a ON THE IRRIGATION PLANS WITH THE PAVING CONTRACTOR. z 5. REFER TO SPECIFICATIONS/NOTES FOR ACCEPTED STANDARDS OF MATERIALS AND OO Ql O0 W WORKMANSHIP. Z [V rj "' 6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE �l PREPARED BY: J Lu DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE e I WEILAND DESIGN GROUP INC. OU Lu Q z Lu DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN&PLAN I PROPOSED PROPOSED O J PREPARATION.SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE I 28924 OLD TOWN FRONT STREET, SUITE 201-202 Z ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.THE CONTRACTOR I TEMECULA CA 92590 0 LL J w BUILDING BUILDING , fy SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO i O U a- FAILURE TO GIVE SUCH NOTICE. LI/LP-O2 I LI/LP-01 I CONTACT: KIM LONIGRO b �_ 2 7. THE LOCATION OF FEATURES TO BE CONSTRUCTED,NOT SPECIFICALLY � U d z DIMENSIONED,MAY BE DETERMINED BY SCALE.VERIFY ALL SUCH CONDITIONS WITH I EMAIL: klonigro@w-d-g.com g OWNER'S NOTIFICATION. PHONE: (844) WEILAND Xt. 701 V ® m z 0 8. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT,TRIM,SMOOTH ® EXISTING Q 1�:- AND UNIFORM. 1�� I PARKING(N.A.P.) U 9. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL — 4� I — — — — _ — 1 (] CODES AND ORDINANCES. 0 10. THE CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A PERIOD OF ONE(1) SHEET INDEX: >- YEAR FROM FINAL ACCEPTANCE OF WORK BY OWNER'S AUTHORIZED LIMIT OF WORK ' ce REPRESENTATIVE. CORYDON ROAD u 11. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BY 1 TITLE SHEET LT-01 A LICENSED PEST CONTROL OPERATOR DURING THE CONTRACTOR'S MAINTENANCE PERIOD. KEY MAP N.T.S. 2 - 5 IRRIGATION PLAN LI-01 - LI-04 12. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT. THIS REPORT 6 - 7 IRRIGATION DETAILS LI-05 - LI-06 SHALL SUPERCEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS. 8 IRRIGATION NOTES LI-07 Lu9 - 12 PLANTING PLAN LP-01 - LP-04 13. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINES Q ARE LOCATED AND INSTALLED SO THAT THE MATERIALS SHOWN ON THE PLANTING 13 PLANTING DETAILS LP-05 PLANS MAY BE ACCOMMODATED.CONFLICTS SHALL BE COORDINATED WITH THE 14 PLANTING NOTES LP-06 LANDSCAPE ARCHITECT PRIOR TO FINAL PLACEMENT/INSTALLATION. 14. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR LAKE THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS/ ELSINORE LAKE ELSINORE NOTES.ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER'S MOTORSPORTS AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED �� PARK AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. 1 15. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY cFRF9l S LEMON STREET " DISCREPANCIES REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. T F c°�osT N.T.S. N AFT col PROJECT SITE cn o Z z BUNDY CANYON ROAD O_ V) \cv �q�� LAKE ELSINORE Lu O� 6Ry HIGH SCHOOL c��P�� Aq STREET D �PNDSCApF 9 WALNUT STREET =,D (.LO/VZ55 Syr LOCATION MAP 09/30/22 � F PORTION OF SECTION 28,T.6S,RAW .� osnoi DATE THOMAS BROTHERS MAP 9TF�f CALIFO�� PAGE:896,GRID,J4 VICINITY MAP N.T.S. DATE:08/20/2021 SCALE:SEE SHEET Call be}ore you... JOB#21-049a Call DRAWN: KTL/MD aSHEET: LT-01 1-800-227-2600 1 OF 14 0812012021 IRRIGATION LEGEND Z f I' MATCHLINE 'D'- SEE SHEET LI-04 DISTRIBUTION EQUIPMENT IVY EZZAN I N E: ±1� 204 SQ. FT. \� 9 SYM18o MANUF. MODEL# RAD PSI 90 GPMo RATE DESCRIPiIO O ? j ^o 0 III — ss— — — — — — s I g _ � � g R4RAINBIRD XP-1 0OX 8Q, 8'-15' 40 HIF .72 1.19 .41 XERI-P P �' 'y umi io o u p SPRAY OCCUPANCY: S-1 XP-120OX ISSST + m LL 3 E w IIII F FW ,�, RAINBIRD 'X 30' 40 1.19 .41 SIDE STRIPS y z O g TYPE OF CONSTRUCTION: V-B o HUNTER PCN-0 30 0.5 aPE�BOQ H-I _a J 'f� 3H-LO'a III I P HUNTER HDL-CV-06-18 - 30 0.6 GPM DRIPLINE W/18" v, a Z W Z o- SPACING(SHRUB) + 3 Z JO K S P R I N K L E R E D: YES / HDL-R-O6-18 SERIES TECHLLNE INSTALL PER MANUFACTURES RECOMMENDATION,ALL PIAMER DMPLINE C w g Y O a SHALL BE INSTALLED WITH PID-ARV AIR RELIEF VALVE.EACH SYSTEM SHALL HAVE A MANUAL FLUSH 0 VALVE END FLUSH SEE DETAIL.DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLED 3 Q Q PER MANUFACTURES RECOMENDMION. Z O �1T g 5 III ADDITIONAL EQUIPMENT w N a SYM. MANUF. MODEL# LuLu III PH - 1267.00 ` HUNTER PGV-XXX REMOTE CONTROL VALVE,SEE PLAN FOR SIZE > 5 III I ® HUNTER PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVE III f ►1 MATCO 759 SERIES FULL PORT BALL VALVE,LINE SIZE III I ® HUNTER SOLAR-SYNC-SEN-ET SENSOR&AUTOMATIC RAIN SHUT OFF(2) I MCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE AND II © HUNTER EZ-1 MODULES AS REQUIRED(2) -M--iMi--M --M---M--T-- W- -W N WATTS 009QT SERIES,I"R/P BACKFLOW PREVENTION ASSEMBLY O III 3 W/MODEL 777 WYE STRAINER CV III ❑F HUNTER HC-100,1"FLOW METER(2) III I QM SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE(2) 0 3 I ❑M AS APPROVED 1"WATER METER PER DEVELOPER III 3 I PIPE/NOTES 0 !! SYM. MANUF. MODEL# Q CDIII I PWP SCH 40 PVC LATERAL LINE-SIZE AS NOTED W/12"COVER COVER III I PWP SCH 40 PVC SLEEVE-TWICE 'CE LINE SIZE CARRIED WITHIN z LLJ III 3 1 O I UZ Q Q II VALVE NUMBER 0 III I 20 A20 A20 20G.P.M. z I I I III a I SHRUB DRIP 1.5° 1.5° SH 0 RUB DRIP'YDRO ZONE O L O Q III I U VALVE SIZE 0 F c �� z IP III Ai'I 6 I O TO 5 GPM PIPE SIZING 3/4"SCH.0 PVC PIPE O W d O III I 5 TO 10 GPM 1"SCH.40 PVC PIPE u W Q z 1" SHRUB DRIP ` 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE Y cc III 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE z Q G ,�Qrr'�( 3LER III A10 1 a 35 TO 50 GPM 2-V2"SCH 40 PVC PIPE O LL J W V 1° TREE BUBBLER NOTE: O LI-I a- F--I CONTRACTOR SHALL SIZE ALL LATERAL LINES PER ~ u y/ I PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE U SIZE EXCEED DESIGNATED GPM RANGE. Q Q I--I C R 3 Ln � � a z 0 a III I � / u � I III � 04 �` I/� o W 2 3 II II (1) i1i 2 A9 III W III III I I W TREE BUBBLER 1° III I III I (n III 14 A5 1s A3 A2 4 _' -- --_------ 3 J1 1 -- _--_-_ _--_-- ---- _-----_--_- ----------------------------------------------- __ - _ _�1J_ _ ___________________ _ _ -SHRUB SPRAY 1° _ __—_SHRUB SPRAY _ 1" ________ 1° _ TREE BUBBLER=_ - - - - - - - - - - - - - - - - - - - W Q Ir SHRUB DRIP 1" I I I - - - ---- - ------------------------------------- W III 11 A7 19 A6 12 A4 Al 4 II I Q Z III 3 I I SHRUB DRIP 1" SHRUB SPRAY 1° SHRUB SPRAY 1" 1° TREE BUBBLER III C) J III I I I-I = III --------- I � II I I I 3 III I III I Q I I II I 3 I V III V I III III -� III I III L? %_/' L7y77.%T/.%=/' III I (Y I s I M I I I I I 07 z I I Ex Wtr r P 04 III '—I j / Lu d;: 'u l Bx III I I 3 �P 1. CAPE qR - - - -� - - - L - - - - - - - - - - - --"- - - - ..- - - - - - --- - - - �O LONIC C 3 — — — — I � m J --I 3 A 09/3022 55 E%P.DATE 0.S/20/2021 'tom 3 CORYDON ROAD 9T�OFCALIF' I _ Ex AC Brm 3 I I 3 DATE:08/20/2021 Ex Edge Pvmt SCALE:SEE SHEET (1 4 . 1 . . .—I,(wl . 1 1 (wl . 1 1 (wl . . ('w7 (wl (1, (w) Call before you F;0 JOB#21-049a DRAWN: KTL/MD SCALE- 1" = 10'-0" SHEET: LI-01 0 1-800-zz7-2600 0 5' 10' 20' 30' 2 OF 14 NORTH 0812012021 IRRIGATION LEGEND Z f DISTRIBUTION EQUIPMENT ~ o N N SYM. MANUF. MODEL# RAID PSI GPM PRE DESCRIPiIO z ^o v IRRIGATION GENERAL NOTES OCCUPANCY: MATCHLINE 'B' - SEE SHEET LI-03 - - - _ RATE 6 � m 90 180 90 180 0 N ^O g 1. IRRIGATION SYSTEM AS DRAWN ON PLANS IS DIAGRAMMATIC. ALL PIPE,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY ANDmim F ' o m t0 w 3 SHALL BE INSTALLED IN PLANTING AREAS. TYPE OF CONSTRUCTION: V-B ® Q RAINBIRD xP-120Fx8Q, 8'-15' 40 .72 1.19 .41 XSPRAYP (D o p ry V F F - -�, RAINBIRD XP-120OX 15SST Z + v~i III '� 40 1.19 .41 SIDE STRIPS cD a 2. DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED S P R I N KLE R E D: YES 'X 30' L7 a 2"o J REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. p HUNTER - 30 D,5 TREE WBBLERS Hf� z .O g r Q PCN-0 (2 PER SYMBOL) (n 6 -O X 2 0 3 CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR P 30 0.6 GPH DR JP NE W/IB" HUNTER HDL-CV-06-18 SPACING(SHRUB) 2 W0 O d- + GRADE DIFFERENCES EXIST. o W 2 Y o> SHALHDL-L BE INSTALLEDTWITH PLD-ARV MRPER MANI RELLEF VALVE.EACH SYSTEMSALLI AVEA MANUALERFDRIHLINE 3. IRRIGATION HEADS SHALL BE LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS,WALKS,AND STRUCTURES AND NOT SCALED OFF OF DRAWINGS. DO NOT /VALVE END FLUSH SEE DETA L.DR P SYSTEMS SHALL AVE ECO-ID DI MP SYSTEM INDI ATOR INSTALLED GG 3 a >¢ PER ANUFACTURES RECOMENDATION. Z O V w LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. �� II I II � � N � PH = 1267.00 ADDITIONAL EQUIPMENT qua O 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING THE LATEST EDITION OF LOCAL GUIDELINES AND SPECIFICATIONS FOR LANDSCAPE 6 O SYM. MANUF. MODEL# LLI DEVELOPMENTS AT THE SITE AT ALL TIMES. o 11 11 HUNTER PGV-XXX REMOTE CONTROL VALVE,SEE PLAN FOR SIZE > z 5. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES,LOCATION OF WALLS,RETAINING WALLS,CURBS, I ® HUNTER PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVE FENCES,WOOD STRUCTURES,CONCRETE STRUCTURES,BUILDINGS,UTILITIES,ETC. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERAL ►t MATCO 759 SERIES FULL PORT BALL VALVE,LINE SIZE CONTRACTOR AND OTHER SUBCONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS,UNDER ROADS,PAVING AND OTHER STRUCTURES. CONTRACTOR ® HUNTER SOLAR-SYNC-SEN-ET SENSOR&AUTOMATIC RAIN SHUT OFF(2) SHALL NOT INSTALL ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH UNDERGROUND UTILITIES,STRUCTURES,PERMANENT IMPROVEMENTS OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. © HUNTER HOC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE AND C EZ-1 MODULES AS REQUIRED(2) JM --M - M- -M---m---M---M--JI M1-- 009QT SERIES,I"R/P BACKFLOW PREVENTION ASSEMBLY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL PAVED AREAS PRIOR TO PAVING INSTALLATION.SLEEVING SHALL BE SCH.40 PVC I ►► WATTS W/MODEL 777 WYE STRAINER PIPE,TWICE THE LINE SIZE CARRIED,AND GROUPED TOGETHER WHERE FEASIBLE. SLEEVING SHALL ALSO BE BURIED MIN.24"UNDER PEDESTRIAN PAVEMENT,AND MIN. U ❑F HUNTER HC-100,V FLOW METER(2) 1714 30"UNDER VEHICULAR PAVEMENT,OR PER LOCAL GOVERNING CODES AND REGULATIONS,WHICHEVER IS MORE STRINGENT. REFER TO IRRIGATION LEGEND/NOTES FOR Q SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE(2) 016 SPECIFICATIONS. ❑M AS APPROVED 1"WATER METER PER DEVELOPER 7. CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND PROVIDE THESE TO THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING. I PIPE/NOTES � 0 8. MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER,AND BACKFLOW UNIT TO BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT. I SYM. MANUF. MODEL# Q C> PWP SCH 40 PVC LATERAL LINE-SIZE AS NOTED W/12"COVER 0 9. CONTRACTOR SHALL VERIFY IN THE FIELD WITH THE OWNER'S AUTHORIZED REPRESENTATIVE,AND THE LOCAL GOVERNING AGENCY REPRESENTATIVE,ALL Jam./1J - - PWP 1.25"CL 315 PVC MAINLINE-W/18"COVER J LOCATIONS OF POINT OF CONNECTIONS,WATER METERS,MAIN WATER SUPPLY LINE,BACKFLOW PREVENTER,AUTOMATIC CONTROLLER RAIN SWITCH,AND VALVES, -_-_-_-_ PWP SCH 40 PVC SLEEVE-TWICE LINE SIZE CARRIED WITHIN Z W PRIOR TO CONSTRUCTION. I 0 U Z VALVE NUMBER 10. POINT OF CONNECTION TO BE AT SERVICE LINE DOWNSTREAM OF WATER METER,VERIFY LOCATION,TYPE AND SIZE PRIOR TO CONSTRUCTION. Q Q g 20 A20 A20 20 G.P.M. U � 6 z 11. CONTRACTOR SHALL THOROUGHLY FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM SYSTEM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, SHRUB DRIP L5° 1.5° SHRUB DRIP-HYDRO ZONE O W z Q STREETS,AND STRUCTURES SUCH AS BUILDINGS,WALLS,FENCES,ETC. THIS SHALL INCLUDE,BUT IS NOT LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT O C O .-I SCREW,REPLACEMENT OF PRESSURE COMPENSATING SCREENS,REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF I I VALVE SIZE O j d NOZZLES WITH ADJUSTABLE ARC UNITS. I z u Z 12. ALL SHRUB HEADS ADJACENT TO LAWN AND PAVED AREAS SHALL BE MOUNTED ON 6"BODIES MIN.OR PER LOCAL GUIDELINES. ALL OTHER SHRUB SPRAY HEADS I B10 4 PIPE SIZING CHART 0 Lu O 1° SHRUB DRIP 0 TO 5 GPM 3/4"SCH.40 PVC PIPE d I--I MAY BE MOUNTED ON RISERS 12"ABOVE FINISH GRADE WITH OWNER'S PRIOR APPROVAL. ALL LAWN HEADS SHALL BE MOUNTED ON 4"POP-UP BODIES MIN.OR PER 5 TO 10 GPM 1"SCH.40 PVC PIPE U Lu Q ul LOCAL GUIDELINES. ALL LAWN ROTOR HEADS SHALL BE MOUNTED ON 4"POP-UP BODIES OR PER LOCAL GUIDELINES. B9 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE Y cc O i 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE z Q G U Q 1" TREE BUBBLER 25 TO 35 GPM 2"SCH.40 PVC PIPE O i J LLJ 13. ALL CONTROL EQUIPMENT,SUCH AS REMOTE CONTROL VALVES,BALL VALVES,AND QUICK COUPLER VALVES SHALL BE LOCATED IN SHRUB PLANTER AREAS. I 35 To So cPM 2-1/2"SCH.40 PVC PIPE -- LL W Lu F-I CONTRACTOR SHALL SIZE ALL LATERAL LINES PER ~ O U 14. CONTRACTOR SHALL COORDINATE THE LOCATION OF IRRIGATION PIPING WITH THE LOCATION OF TREES(REFER TO PLANTING PLAN)AND SHALL MAINTAIN A MIN. ----- PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE U 5 OF 5 FEET CLEARANCE BETWEEN PIPING AND TRUNKS OF TREES WHEREVER POSSIBLE. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF I SIZE EXCEED DESIGNATED GPM RANGE. 1-I ANY DISCREPANCIES PRIOR TO CONSTRUCTION. d Z I 1— 1 15. CONTRACTOR SHALL INSTALL BELOW HEAD CHECK VALVES AND/OR IN-LINE CHECK VALVES(SIZE AS REQUIRED)AS REQUIRED TO ELIMINATE ALL LOW HEAD DRAINAGE. 0 O 16. ALL IRRIGATION CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND REGIONAL GOVERNING CODES. I u 0 / 0 17. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. / j Z O 0 18. LOCATE ALL IRRIGATION HEADS AND LINES 8"FROM SIDEYARD PROPERTY LINES ADJACENT TO FENCES,WALLS,ETC.AND 2"FROM SIDEYARD PROPERTY LINES IN I TREE BUBBLER LAWN AREAS WHERE OCCURS. 3 B7 H i W 19. FOR ALL SPRAY HEADS THAT REQUIRE GREATER THAN 30%REDUCTION OF FULL FLOW RADIUS,THE CONTRACTOR SHALL USE THE APPROPRIATE PRESSURE SHRUB DRIP 1" y W 0 COMPENSATING DEVICE(RAINBIRD PCS-XXX). = U 13 20. CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/ SHRUB SPRAY IIII LAJ 1" OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. I I IIII II II � II 21. CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 4 11 -I ��I _ ____ JI IL -' MEASUREMENTS FOR PROPER GROUND SHALL BE VERIFIED AT LEAST ONCE PRIOR TO HOMEOWNER OCCUPANCY,AND NECESSARY ADJUSTMENTS SHALL BE MADE TO SHRUB SPRAY 1" --- -------- + - ----- Q -------------------------------------------- - --------- --- ------------ W COMPLY WITH MANUFACTURER'S SPECIFICATIONS. r I r 62 3 r L1J a BS I IIII 1° TREE BUBBLER Z Q SHRUB SPRAY 1" I I _I 0 IIII B1 4 2 9 B6 _1 U 1° SHRUB DRIP III � SHRUB SPRAY jI I� 11 F I III M a00000000 000a =III I � 71. I III � ooE x 0000t oo Z Mtr PRP u I I. Ex Mail Bx �P NDSCAPF - t�- - - - - - - - - - - - - - - - - - - - - - =y�0 C.LolylcR1 55 u m J --I 09/3022 Iy EXP.DATE 08/20/2021 'tom 9�' DATE Q� OF CALIT- CORYDON ROAD DATE:08/20/2021 W N SCALE:SEE SHEET Call before you F;0 JOB#21-049a CCall o"ur. SCALE- 1" = 10'-0" DRAWN: KTL/MD 96� SHEET: LI-02 90 5' 10' 20' 30' 1-800-z27-2600 j NORTH 3 OF 14 0812012021 IRRIGATION LEGEND z w DISTRIBUTION EQUIPMENT o Corydon III CDs JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: SYM. MANUF. MODEL# RAD PSI GPM RATE DESCRIPTIO o M Irrigation Schedule ETo/Mo 1 2.1 2.8 3.9 4.4 5.9 7.1 7.6 7.0 5.8 3.9 2.6 1.9 55.0 NOTE: _ 0 ~ g POC/Controller A ETo/Day 0.07 0.10 0.13 0.15 0.19 0.24 0.25 0.23 0.19 0.13 0.09 0.06 THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 90 180 90 180 O N '0 ONLY.ACTUAL RUN TIMES MAY DIFFER DUE TO w o m l7 3 z N N VARYING SITE CONDITIONS.CONTRACTOR SHALL © Q RAINBIRD XP-120OX 8Q, 8'-15' 40 .72 1.19 .41 XERI-POP Type AKc Pr Rate IE I HF SPRAY $ N m LL 3 LL 4 ADJUST RUN TIMES AS REQUIRED TO PROVIDE Bubblers APPROPRIATE WATER FOR EACH VALVE CIRCUIT. 04 RAINBIRD XP-120OX 155ST q0 1.19 .41 SIDE STRIPS Z Lc a ti @1 O 0.4 6 0.9 0.3 0.4 0.6 0.7 0.8 1.1 1.1 1.0 0.9 0.6 0.4 0.3 Min/Day 'X 30' C7 ? z u.0,- . 4 qty of Valves Total Run Times 1 2 2 3 3 4 4 4 3 2 2 1 Total Min/Day - - - _ TREE eueeLERs H i t ^s NOTE: HUNTER P N 0 30 0.5 (2 PER SYMBOL) L7 4 Drip CONTROLLER IS SET TO RUN MULTIPLE VALVES DRIPUNE W/18" v, g x z O 3 0.3 DA2 0.9 3.2 4.8 6.0 7.0 9.1 11.3 11.7 10.8 9.2 6.0 4.1 dZ9MiNDay SIMULTANEOUSLY TO ADHERE TO THE WATERING P// HUNTER HDL-CV-06-18 - 30 0.6 GPH SPACING(SHRUB) + z w O z3 Q .of Valves Total Run Tmes 10 14 18 21 27 34 35 32 28 18 12Total Min/Da ty YWINDOW REQUIREMENTS / HDL-R-O6-18 SERIES TECHUNE INSTALL PER MANUFACTURES RECOMMENDATION,ALL PLANTER DRIPLINEShrub Spray SHALL BE INSTALLED WITH PrD-ARV AIR RELIEF VALVE.EACH SYSTEM SHALL HAVE A MANUAL FLUSH Cl0.3 1.58 0.6 1.3 1.9 2.4 2.8 36 4.5 4.7 4.3 3.7 2.4 1.6 Min/Da VALVE END FLUSH SEE DETAIL.DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLEDYPER MANUFACTURES RECOMENDATION. Z4 Qty.ofValves Total Run Tmes 5 8 10 11 14 18 19 17 15 10 7 Total Min/Day /ADDITIONAL EQUIPMENT J w coTotal Valves: 11 TOTAL RUN TIMES(HRS): 0.3 0.4 0.5 0.6 0.8 0.9 1.0 0.9 0.8 0.5 0.3 1--1 ry o- mSYM. MANUF. MODEL# LLU JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV HUNTER PGV-XXX REMOTE CONTROL VALVE,SEE PLAN FOR SIZE > 5 ® HUNTER PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVE Corydon III CDs JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT NOV DEC Total: ►1 MATCO 759 SERIES FULL PORT BALL VALVE,LINE SIZE Irrigation Schedule ETo/Mo 2.1 2.8 3.9 4.4 5.9 7.1 7.6 7.0 5.8 3.9 2.6 1.9 55.0 ® HUNTER SOLAR-SYNC-SEN-ET SENSOR&AUTOMATIC RAIN SHUT OFF(2) POC/Controller 6 ETO/Day 0.07 0.10 0.13 1 0.15 1 0.19 1 0.24 1 0.25 1 0.23 1 0.19 1 0.13 1 0.09 1 0.06 HCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE AND Type AKc Pr Rate IE © HUNTER EZ-1 MODULES AS REQUIRED(2) Bubblers H WATTS 009QT SERIES,1"R/P BACKFLOW PREVENTION ASSEMBLY O 777 0.8 0.3 0.9 12.0 17.8 22.4 26.1 33.8 42.1 43.6 40.1 34.4 22.4 15.4 10.9 Min/DayW/MODEL FLOW WYE STRAINER N 3 Qty.of Valves Total Run Times 36 53 67 78 102 126 131 120 103 67 46 33 Total Min/Day ❑F HUNTER HC-100,1"FLOW METER(2) Drip QM SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE(2) 0.45 0.9 0.9 2.3 3.3 4.2 4.9 6.3 7.9 8.2 7.5 6.4 4.2 2.9 2.0 MiNDay 3 Qty.of Valves Total Run Times 7 10 13 15 19 24 25 23 19 13 9 fi Total MinlDay ❑M AS APPROVED 1"WATER METER PER DEVELOPER Shrub Spray I.�- _ _ - - _ _ - - _ _ _ _ _ _ _ _ _ _ PIPE/NOTES 4 04 158 08 L3 1.9 24 28 36 4.5 47 43 37 24 1.6 12 MiNDay � Q SYM. MANUF. MODEL# Q Total Valves: 8 TOTAL RUN TIMES(HRS): 1.0 1 1.5 1.8 2.1 2.8 3.4 3.6 3.3 2.8 1.8 1.3 0.9 PWP SCH 40 PVC LATERAL LINE-SIZE AS NOTED W/12"COVER JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC PWP 1.25"CL 315 PVC MAINLINE-W/18"COVER J PWP SCH 40 PVC SLEEVE-TWICE LINE SIZE CARRIED WITHIN z LU Controller: A IRRIGATION CONTROLLER RUN TIMES(ESTABLISHMENT) I O U U-)PLANTTYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUNTIME QUANTITY RUNTIME Q � Z Days Shrubnd Ground Covers: 7 fi (HOURS) (HOURS) I A20 2 } Spray Heads 760 0.40 158 020 Ti11.70 0. 4 0.43 G.P.M. � U z Drip 7.60 OA5 9.00 0.90 0.16 3 0.48 I SHRUB DRIP 1.5" 1.5' SHRUB DRIP HYDRO ZONE O L t.O Q Trees: I ( VALVE SIZE U 0 C Bubbler Heads 7.60 0.80 I 3.011 0.90 0.88 4 3.52 I z \L z CYCLES PER DAY:. 1 TOTAL NUMBER OF STATIONS: 11 I J I O TOTAL RUN TIME IN HOURS FOR DRIP&BUBBLERS ONLY: 4.00 W TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: 0.43 PIPE SIZING CHART 0 O 5 GPM 3/4"SCH.40 PVC PIPE Q Z H TOTAL RUN TIME IN HOURS: 4.43 5 TO 10 GPM 1"SCH.40 PVC PIPE U W 10 TO 15 GPM 1"TSA"SCH.40 PVC PIPE Y 15 cc TO G 25 PM 1-1/2"SCH.40 P G VC PIPE z Q O Q as 25 TO 35 GPM 2"SCH.40 PVC PIPE J J U Controller: B IRRIGATION CONTROLLER RUN TIMES(ESTABLISHMENT) I 35 TO 50 GPM 2-1/2"SCH.40 PVC PIPE O LL W PLANT TYPE/SPRINKLER TYPE Et. AKc PR RATE IE RUN TIME QUANTITY RUN TIME I NOTE: 1.-10 LLJ d CONTRACTOR SHALL SIZE ALL LATERAL LINES PER U Days Per Week: fi 7.6 (HOURS) (HOURS) PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE U Shrub and Ground Covers: Q 0 SIZE EXCEED DESIGNATED GPM RANGE. I--I Spray Heads 7.60 040 1.58 0.70 0.11 4 0.43 I (, Drip 7.60 0.45 0.90 0.90 0.16 3 0.49 Trees: Ln Bubbler Heads 7.60 0.80 0.30 0,90 0.88 3 2.63 I III z 0 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 10 O Q TOTAL RUN TIME IN HOURS FOR DRIP&BUBBLERS ONLY: 3.12 U O TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: 0.43 TOTAL RUN TIME IN HOURS: 3.55 I 0 STATIC WATER PRESSURE WAS NOT AVAILABLE AT TIME OF SYSTEM DESIGN. III SYSTEM WAS DESIGNED FOR A MINIMUM REQUIRED STATIC WATER PRESSURE } OF 75 PSI. CONTRACTOR SHALL VERIFY EXISTING STATIC WATER PRESSURE PRIOR TO COMMENCING WORK. IF STATIC WATER PRESSURE IS LESS THAN THE O 75 PSI MINIMUM REQUIRED PRESSURE THEN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED.A U STATIC WATER PRESSURE LOWER THAN 75 PSI.WILL REQUIRE THE ADDITION OF AN IRRIGATION BOOSTER PUMP,SAID BOOSTER PUMP SHALL BE AS SPECIFIED WATER EFFICIENT LANDSCAPE WORKSHEET BY LANDSCAPE ARCHITECT,AND SHALL BE ISSUED AS AN ADDENDUM TO THE ORIGINAL BID.FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL PLACE Project Reference Evapotranspiration(Etc) 55 ALL REQUIRED REPAIRS/EQUIPMENT AND OTHER RELATED COST AS THE FULL I D O RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. Hydrozone Irrigation Landscape Estimated J IJL,J #/Planting Plant Factor Irrigation Efficiency ETAF Area(Sq. ETAF x Total Water I LJJ Description (PF) Method (IE) (PF/IE) Ft.) Area Use(ETWU) WATER PRESSURE CALCULATIONS LLI Q Regular Landscape Areas 1 0.3 Drip 1 0.9 1 0.33 1 6,987.00 2.329.00 79141&90 POC NUMBER I A 1POCSiZE 3/4" I = 2 0.4 Bubbler 0.9 0.44 256.00 113.78 3.879,82 HYDRAUUC GRADE LINE 1200 POCELEVATION 1000 I (n 3 0.3 Spray 1.58 0.19 4,138.00 785.70 26,792.24 ELEVATION DIFFERENCE 200 MINIMUM PRESSURE REQUIRED 75 LU t 0 1 0 - REMOTE CONTROL VALVE# A6 I REMOTE CONTROL VALVE SIZE 1^ LU 1 0 1 0 - R.C.V.DEMAND GPM 19 ITOTAL DEMAND GPM 19 4 W RCV.ELEVATION WA STATIC PRESSURE AT RC.V. 86 Totals 1 11,381.001 3,228.47 110,090.96 I i SCRIPTION ETW MAWA 174,641.45 SIZE 1" SERVICE LINE 1 PS 1.4 PSI U 1^ WATER METER 2 2.2 PSI LU Notes: 1^ BACKFLOW PREVENTER 2 10.0 PSI z 1.Irrigation Efficiency-0.75 Spray Head,0.01 Drip 1" BALL VALVES 4 1.0 PSI / J 2 ETWU=Annual Gallons Required=(Eto•0.62•ETAF•Area) 1' MASTER CONTROL VALVE 5 2.8 PSI 3.MAWA=Annual Gallons Allowed=(Etc)(0,62)1(ETAF•LAN(1{TAFpSLA)) 1.35^ 30 FEET OF MAINLINE:TYPE SCH 40 6 1.4 PSI FEET OF MAINLINE:TYPE 7 PSI U ETAF Calculations IREMOTE CONTROL VALVE 8 23 PSI 10% ILATERAL LINE LOSS 91 4.0 IPS1 - cQ Regular Landscape Area 1076 IFITIING LOSS 10 2.5 IPSI /� G Total ETAF x Area 3,228.47 Average ETAF for Regular Landscape Areas must be 0 ELEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 11 0.0 PSI �l Total Area 11,381.00 0.55 or below for residential areas,and 0,45 or below for TOTAL SYSTEM PRESSURE LOSS UM OF#1 THRU#11 12 27.4 PSI Average ETAF 0,38 non-residential areas. PRESSURE REQUIRED AT HEAD 13 30.0 PSI TOTAL PRESSURE REQUIRED(SUM OF#12 AND#13) 14 57.4 PSI All Landscape Areas STATIC WATER PRESSURE(FROM ABOVE) 15 75.0 PSI z Total ETAF x Area 3,228.47 RESIDUAL PRESSURE(SUBTRACT#14 FROM#15) 16 17.6 PSI O Total Area 11,38 0.3 SET PRV OR MCV AT(#14 PLUS 10 PSI) 17 67.4 PSI 0 Average ETAF 0.38 PRESSURE BOOST,IF REQUIRED(#144f15+20 PSI) 18 N/A 1PSI V LU VI�/ I PROPOSED BUILDING 2 / DS1-0 00�� TBD FF III li to TBD PAD IT]® 09/3D/22 f E20/2 E U6/DTE021 A ='ti WAREHOUSE: ±16,801 SQ. FT. FOFCALiF° MEZZANINE: ±5,600 SQ. FT. DATE:08/20/2021 OCCUPANCY: B &S-1 TYPE CONSTRUCTION: V-B SCALE:SEE SHEET 0a1ebe4ogaaog oar MATCHLINE 'B' -SEE SHEET LI-02 - F � I F - - JOB#21-049a " Call SCALE- 1"= 10'-0" DRAWN: KTL/MD SHEET: LI-03 44 F117-5 NORTH 0 5' 10' 20' 30' 1-800-227-2600 4 OF 14 OV/2012021 IRRIGATION LEGEND Z f DISTRIBUTION EQUIPMENT ~ � N SYM. MANUF. MODEL# RAD PSI GPM RATE DESCRIFrIO zo m � 6t A 5 90 180 90 180 O N 'O vi 00 XP-12X 8 w O1 L? p ® RAINBIRD HIP Q� 8'-15' 40 .72 1.19 .41 SPRAY XERI-POP z o '^�N�o o LL RAINBIRD XP-120OX 15SST Z + v~i O1"3 w X 30' 40 1.19 .41 SIDE STRIPS UI z u o s 0 2 p HUNTER PCN-0 - 30 0.5 (z PER BYMBOL) zz Ln g 2!X z O 3 j HUNTER HDL-CV-06-18 - 30 0.6 GPH DRIPLINE W/IB" Z W a u• SPACING(SHRUB) + OC w 3�zYo> HDL-R-BE INST RIED HLLN-D-ARVINSTALL RELEFER VALVE. EACH SYSTEM SHALL HAVE MANUAL RIPLINE ~g J V Q SHALL BE INSTALLED WITH IL.DRIP AIR RELIEF VALVE.EACH SYSTEM SHALL HAVE A MANUAL FLUSH 0 G Q VALVE END FLUSH SEE DETAIL DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLED W J 3 2 O PER MANUFACTURES RECOMENDATION. � s N —w a' ADDITIONAL EQUIPMENT w N a SYM. MANUF. MODEL# Lu HUNTER HUNTER PGV-XXX REMOTE CONTROL VALVE,SEE PLAN FOR SIZE > 5 ® HUNTER PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVE ►/ MATCO 759 SERIES FULL PORT BALL VALVE,LINE SIZE ® HUNTER SOLAR-SYNC-SEN-ET SENSOR&AUTOMATIC RAIN SHUT OFF(2) © HUNTER HCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE AND EZ-1 MODULES AS REQUIRED(2) H WATTS 009QT SERIES,1"R/P BACKFLOW PREVENTION ASSEMBLY W/MODEL 777 WYE STRAINER 0 HUNTER HC-100,1"FLOW METER(2) QM SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE(2) 016 ❑M AS APPROVED 1"WATER METER PER DEVELOPER O PIPE/NOTES 0 - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - I SYM. MANUF. MODEL# Q PWP SCH 40 PVC LATERAL LINE-SIZE AS NOTED W/12"COVER 0 O CD PWP 1.25"CL 315 PVC MAINLINE-W/18"COVER J PWP SCH 40 PVC SLEEVE-TWICE LINE SIZE CARRIED WITHIN z W O U z VALVE NUMBER Q QQ 20 A20 A20 20 G.P.M. � U z SHRUB DRIP 1.5' 1.5' SHRUB DRIP—HYDRO ZONE O O Q VALVE SIZE U O N j 0- I a z PIPE SIZING CHART J O 0 TO 5 GPM 3/4"SCH.40 PVC PIPE O w d I--I 5 TO 10 GPM 1"SCH.40 PVC PIPE u W Q z 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE Y c 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE z Q G 0 Q 25 TO 35 GPM 2"SCH.40 PVC PIPE O - J u I 35 TO 50 GPM 2-1/2"SCH.40 PVC PIPELu a III a u NOTE: ~ p Lu 1L F--I CONTRACTOR SHALL SIZE ALL LATERAL LINES PER ~ u PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE U YV/ I SIZE EXCEED DESIGNATED GPM RANGE. U Q QLn I"I I III z 0 O III L) 0 I III I � z III I O 1i I I 0 III I � II I O I,I M „ I CD J I.I I � III W W I^I I = I Lu W I Lu ili I I 0 In ,ICI U Ili I Lu ril IIILF Q III I I jC/ I r III % I I I I /III III - O 1i V w III 1i r DLON R?Cy III I u 55 o m PROPOSED BUILDING1 08 9 E2P 2021 1 r TT� IDAE -O� TBD FF �F CAV-1 TBD PAD WAREHOUSE: ±30,613 SQ. FT. DATE:08/20/2021 _ MEZZANINE:� ±10,204 SQ. FT. � SCALE:SEE SHEET Call barora YOU oa9 ! I OCCUPANCY: B &S- JOB#21-049a ^Call�a Y MATCHLINE 'D'-SEE SHEET LI-01 DRAWN: KTL/MD Lzoso SCALE 1" 10'-0" SHEET: LI-04 I-800-zz7-2600 0 5' 10' 20' 30' 5 OF 14 NORTH 0812012021 ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING U w 3 TEFLON TAPE OR EQUAL,APPLIED TO THE MALE THREADS ONLY. Q 2 a f O LF FLUSH VALVE LEGEND ? Z O m 4 PLUMBED TO PVC OR POLY a 1 LEGEND REFER TO LEGEND Q BALL VALVE O F6 N A 2 u CDSLIP x MIP7 SCH 40 PVC ADAPTER(2 I I DRIPLINE START ON 2 PVC SCH 80 UNION-2"OR LINE SIZE KING BROS. G w o m t7 3 NEEDED) MALE ADAI O PTER OR EQUAL) ( CJ o o O z m O ' 6 O TO"ROUND VALVE BOX,REFER TO Z + N m 3 w 5 SPECIFICATIONS,DO NOT CUT I PVC OR POLY EXHAUST HEADER 5 6 -I 3) PVC SCH 40 FEMALE ADAPTER TYP. UI Z u O O w ADDITIONAL HOLES IN BOX I I ® SHORT PVC SCH 80 NIPPLE TYP.(LENGTH AS TOP VIEW PVC OR POLY SUPPLY HEADER - - REQUIRED) i w O x Z O 3 3 10-14"LENGTH OF POLYETHYLENE I MODEL HFS-XX% - 1 2 O 7 6 TUBING FOR FLUSHING OUTSIDE OF I I O = 4 1 2 3 III= + 3 w do-2 J DC 4 2 BOX DRIPLINE START 4 5 0 STANDARD PLASTIC VALVE BOX-SIZE AS J O> CONNECTION 3 02 MODEL FCT-XXX(SEE CHART i0 SIZE) REQUIRED TO FIT ALL COMPONENTS AS SHOWN ? H g V Q ® SCH 40 PVC BALL VALVE,(LINE SIZE) I 3 MIN.18/2 WIRE TO ACC POWER MODULE. ® TYP. 0 6 p� - 3 O MAXIMUM WIRE DISTANCE RUN OF 1,000' 3 CLOSED NIPPLE 2 1 7 6 1"ABOVE FINISH GRADE Z e v"' w O O 6 DRIP ZONE CONTROL KIT 4 STANDARD VALVE BOX 0 a N 5 REFER TO LEGEND 6 O 7 ® � - - PVC SCH 40 RIFT x RIFT ELL(3) Q5 FINISH GRADE •00 O°o.o �qJ^� °$, Q PVC SCH 40;45 DEG.ELL(SxS)TYP. I_y qy ry N :III-III- III-III-. FINISH GRADE-REFER TO PLAN I ©MAIN LINE PIPE _ ® PVC PRESSURE PIPE Lu > Z -III-II III-III; 7 AREA PERIMETER -III- O MASTER VALVE 8"PVC SCH 80 RISER I I O7 8 BLANK DRIPLINE TUBING PUT FIRING SFIECOON -III -III-III-III-III-III- 0 6"OF CRUSHED ROCK III—III IIII g 3 GRAVEL SUMP IN,UNDER AND I (CENTERED ON MOUND OR BERM) FCT 0 I INCH SCH.10 I- O AROUND TE*VALVE BOX,FILL TO TOP OF AR 'NO INLET PIPE LENGTH OF SENSOR MUST BE FCi15 —III 150 I.5 INCH SCH.40 III I I IT1�-� III- ® BRICK OR CONC.SUPPORTS ON 90%COMPACTED HOLES I DRIPLINE TUBING LATERAL MIN.IOX PIPE DIA.STRAIGHT,CLEAN RUN OF FCTI58 1.5 INLH SCH.M SUBGRADE(4)PLACES „cy�y ,dy�y 9 PIPE,NO FITTINGS OR TURNS. OUTLET PIPE RCT200 2 INCH SCH.40 ✓M_ INSTALL FILTER FABRIC AROUND LENGTH OF SENSOR MUST BE MIN.5X PIPE DN. FCT208 2 INCH SCH.Bo © 8"MAX, • AIRNACUUM RELIEF VALVE- OF STRNCHT CLEAN RUN OF PIPE,NO FITTINGS FCTJ00 31NCH SCH./0 GRAVEL SUMP INSIDE VALVE BOX REFER TO LEGEND OR TURNS. RCrJO8T4DO 4 INCH SCH.10 ® 2"MIN. (IF LINE IS BURIED) O DRIP TUBING OR LATERAL LINE, 11 11 REFER TO SPECIFICATIONS ® 18"MIN. SECTION VIEW PERIMETER LATERALS (\f 1 LF 2"TO 4"FROM EDGE 10 VALVE BOX LSD NOTES: 016 VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING BALL VALVE. LETTERS& SCALE: 1.5"= 1'-0" NUMBERS SHALL BE 2"x2"MINIMUM AND CONSISTENT SIZE. K FLUSH VALVE N.T.S. G DRIPLINE-CENTER FEED N.T.S. D FLOW SENSOR N.T.S. A BALL VALVE N.T.S. Q ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING O O TEFLON TAPE OR EQUAL,APPLIED TO THE MALE THREADS ONLY. J 6 3 1 11 z LEGEND LI..I 0 F.G. _ 12°MIN. If �l z PVC NON-PRESSURE PIPE g Q Il z '1 I LEGEND a Q Q g � eo••• PVC PRESSURE PIPE ^^,, U � CL �--I 1 Q AUTOMATIC IRRIGATION CONTROLLER PER L.L F---I IRRIGATION LEGEND-REFER TO PLAN �3 FLOW O LLi Z Q 2 6 CONTROL WIRE BUNDLE � � �O Q CONNECT TO CONTROLLER HOUSING PER ® APPROVED BACKFILL Ol MODEL:SOLAR SYNC SENSOR 8 2"MIN. U 5 �-- W MANUFACTURER SPECIFICATIONS 7 5'TYP. 3 ��1 O SUITABLE POST,POLE,OR GUTTER p O o0 z U Q 4 1 _ OS UNDISTURBED SOIL PTO�� MOUNT. MOUNT IN LOCATION 6. O°fig o' t�o � WHERE SENSOR CAN RECEIVE FULL O°o D. Oo °i° �© J Q COMMON WIRE '-III III I O O(] 5 I -III 6"MIN. I o 8 Q4 EXTERIOR BUILDING WALL 5 4 ©FINISH GRADE q SUN,IS OPEN TO RAINFALL AND O W Z 9 6 I Q TRANSFORMER PLUG-IN AT WALL zO O REFER TO NOTES OR 18" OUT OF SPRINKLER SPRAY PATTERN 1 U W Q z O RECEPTACLE _ _ MIN. /0 Z O3 CONDUIT FROM SOLAR SYNC 1 Q Q IL"I 2 ® POINTSENSOR2"BE LOW GRADE TO CON TROLLER OR TOA 8 1 _ z J U r ©PLASTIC ELECTRICAL RIGID CONDUIT 1—III= 24"MIN. 3 NOTES 3 0 0 J W �QI� 4 MOUNTED INSIDE O MODULE LEGEND ~ O U a t/ Q U.F.DIRECT BURIAL - III- MOUNTED INSIDE OF CONTROLLER ~ CCC4JJJ iv z 1. ALL PIPE AND WIRE TO BE SLEEVED UNDER HARDSCAPE E(REFER TO SLEEVE INSTALLATION 1 REMOTE CONTROL VALVE 10 PVC SCH.40 FEMALE ADAPTER U � Q 0 ®FINISH GRADE �- -� DETAIL 7 3 O CONTROLLER PER PLAN 2 SOLENOID 11 1"ABOVE FINISH GRADE � L.L .III-1 -1 -1 I- U 3 WATERPROOF WIRE SPLICE CONNECTORS 12 PVC SCH.40 TEE SSS OR ELL SS � I-I ELECTRICAL CONDUIT COUPLING III III-III 2. ©COMMUNICATION INSTALLATION CO E ( ) ( ) z 7 3.BUNDLE AND TAPE WIRE AT 10'INTERVALS TYPE TO MEET INSTALLATION CODE 4 CONTROL WIRES,BUNDLE AND TEPE(W/4' ON MAINLINE NOTES: REQUIREMENTS),FROM MODULE TO MIN.EXTRA WIRE) 13 BRICK OR CONCRETE SUPPORTS ON 90% (n TIE A LOOSE 20"LOOP IN WIRING A7 CHANGE SENSOR.MAXIMUM TOTAL WIRE 5 PVC SCH.80 UNION COMPACTED SUBGRADE-(4)PLACES 1. MAINTAIN CONTROLLER PER MANUFACTURING IN DIRECTION GREATER THAN 30 DEGREES. 6 DISTANCE,200 FEET 6 VALVE BOX(BROOKS,CHRISTY,OR EQUAL 14 UNDISTURBED/90EQ'D. %CONPACTED SUBGRADE O SPEC'S. 4.ATTACH ALL LOOPS AFTER ALL CONNETIONS APPROVED)SIZE AS R TO FIT ALL 15 6"OF CRUSHED ROCK Q HAVE BEEN MADE. O POWER SOURCE COMPONENTS AS SHOWN-TYP. 16 18"MIN. U 0 2.ALL WIRING SHALL BE INSTALLED PER LOCAL CODES,RULES,AND REGULATIONS. ALL PLASTIC PIPING TO BE SNAKED IN 7 PVC NON-PRESSURE PIPE N E:MIN. 8 PVC PRESSURE PIPE NOTE: 0 3.MAINTAIN 12"MIN.CLEARANCE BETWEEN TRENCHES. 9 PVC SCH.80 NIPPLE-LENGTH AS REQ'D.-TYP. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION Z CONTROLLER CABINET AND PERPENDICULAR BUILDING I.D.TAG ATTACHED TO VALVE BONNET BOLT.TAG SHALL O WALLS. VALVE BOX LID NOTES: INDICATE CONTROLLER AND STATION NUMBER Q VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING CONTROLLER#AND STATION#. LETTERS&NUMBERS SHALL BE 2"x2"MINIMUM AND CONSISTENT SIZE. L WALL MOUNT CONTROLLER(OUTDOOR) N.T.S. H IRRIGATION TRENCHING N.T.S. E SOLAR SYNC SYSTEM WITH CONTROLLER N.T.S. B REMOTE CONTROL VALVE �"=�'-o" O ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING LEGEND TEFL ON TAPE OR EQUAL,APPLIED TO THE MALE THREADS ONLY. 1 O HARDSCAPE SURFACE O APPROVED BACKFILL O FLUSH VALVE PLUMBED TO PVC OR POLY REFER TO LEGEND LEGEND Lu 7 O CLEAN GRANITE SAND(REFER TO ENG. — PLANS/REPORT FOR SPECIFIC MATERIAL O1 PVC LATERAL-SEE PLAN FOR SIZE Q AND COMPACTION REQUIREMENTS) PVC OR POLY SUPPLY HEADER O WYE STRAINER-PER IRRIG.LEGEND -III_ III- O4 PVC NON-PRESSURE LINE W/SLEEVE I DRIPLINE CONNECTION O3 PRESSURE REGULATOR PER IRRIGATION 1 4 2 OS PVC PRESSURE PIPE W/SLEEVE I MALE ADAPTER 4 LEGEND 2 O © LOW VOLTAGE CONTROL WIRES,SLEEVE DRIPLINE TUBING LATERAL 10 O VALVE BOX-INSTALL V ABOVE FINISH GRADE. S AREA PERIMETER LEGEND SIZE AS REQUIRED = = =11 8 -III-III, MARK LID WITH"IR AND STATION#. II III II -IIL--UI= Q PLANT MATERIAL 3 NLINE- 7 1 3 7 6"CLEARANCE O PVC MAISEE PLAN FOR SIZE UUM 3 Q FINISH GRADE ® 6"MIN EACHA IGHPOINT RELIEF VALVE REFER TOT © BRICK SUPPORT-FULL PERIMETER 6 Q3 MICRO-SPRAY POP-UP,SEE LEGEND 10 O I AR I LEGEND(IF LINE IS BURIED) FLOW O PVC SCH 80 NIPPLE(TYP.)(LENGTH AS REO'D) q 9 MIN.24"UNDER PEDESTRIAN PAVEMENT; MIN.30"UNDER VEHICULAR PAVEMENT 5 (a) ( )1/2"POLYETHYLENE TUBING OR PER LOCAL CODE (BLANK DRIPLINE TUBING E )RED ON MOUND OR 1 2 REMOTE CONTROL VALVE 7 S 6 I B 6 O Q 1/4"SELF-PIERCING BARB CONNECTOR: 10 2"CLEARANCE RM I I 1 CU.FT.CRUSHED GRAVEL ©1/4"DISTRIBUTION TUBING 9 9 PVC OR POLY EXHAUST HEADER �" �" �" �• �o" O 1"ABOVE FINISH GRADE 10 Q NOZZLE SEE LEGEND PERIMETER LATERALS 8"MIN. NOTES 2"TO 4"FROM EDGE 11 1.ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE.UNLESS OTHERWISE NOTED ON THE IRRIGATION LEGEND. PVC MALE ADAPTER-SPECIFIED LINE SIZE TO LF PLUMBED TO PVC POLY 12 VALVE THREAD SIZE. LINE FLUSHING VALVE 2.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. DRIPLINE"END FEED"LAYOUT VALVE BOX LID NOTES: Z VALVE BOX LIDS SHALL BE MARKED W/BRANDING NOTE: O 3.ALL SLEEVES TO BE SIZED TWICE THE DIA.OF THE PIPE RUN. IRON NOTING CONTROLLER#AND STATION#. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION 1--I LETTERS&NUMBERS SHALL BE 2'k2"MINIMUM I.D.TAG ATTACHED TO VALVE BONNET BOLT.TAG SHALL 4.ALL SLEEVES TO EXTEND MIN.12"BEYOND HARDSCAPE EDGES. AND CONSISTENT SIZE. INDICATE CONTROLLER AND STATION NUMBER > M DRIP IRRIGATION RETRO FIT N.T.S. IRRIGATION SLEEVING N.T.S. N.T.S. N.T.S. > F DRIPLINE - END FEED C DRIP VALVE w PNOSCApF y�p� C.LolylcR?�y g 55 O U m J --I o9/3022 E%P.DATE 08/20/2021 'tom 9�' DATE Q� OF CALZFO DATE:08/20/2021 SCALE:SEE SHEET Call before you Dag JOB#21-049a DRAWN: KTL/MD 0 0 SHEET: LI-05 1-800—zz7-2600 6 OF 14 0812012021 U Z w z N M H M Cl O � N ^0 5 6 OC c °" V � Gwo�t7 3 � ---- B Z � �mLL3o¢ N LEGEND: 2 (7 z a o o 3 ~ s g H '0 3 Q O1 2 ECO INDICATOR (n i O x O O2 LATERAL PIPE PER PLAN 4 '� 3�Z JO O3 FPT CONNECTION FROM LATERAL 5 00-g 00 3 WW a ® SPIRAL BARB ELBOW-HSBE-XXX Z G O 3 O FLEX-TUBING-FLEXSG J ¢ m ao © FINISHED GRADE IN TURF LU O7 ADJACENT MULCH 9 i�gXX ® FINISHED GRADE IN PLANTER BED 4 O9 MARLEX STREET ELBOW fV 016 HM.EI.02 N DRIPLINE INDICATOR(HUNTER) N.T.S. Q O CD J z w O � z U 0- 1 O Ui '.6 z Q U p N - W rl Ol FLUSH VALVE CL U Q IIII IIII 2 ce HUNTER PLD DRIP LINE LU z PER LEGEND w d ~ O Q HUNTER PLO TEE z Q O l 4 ®TUBING STAKE O - J w Q lit OS ATERAL TO PLO CONNECTION U O U 5 11 6 DRIP CONTROL VALVE ZD U Q p ce In O PER LEGEND LATERAL PIPE TO PLANTING BED (n Illlilli(7� 5 O Z 0 liiliillr�R� ? O O Illllllllllllllllll�f -. IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII II�'.'.� ce z HARDSCAPE P DRIPLINE —CURVELINEAR PLANTER BED N.T.S. O w Q Ln z O w PNOSCApF 1.LolylcR?�y g ss O U m J --I 09/3022 E%P.DATE 08/208 021 1Q' 9�' DATE Q� OF CALZF� DATE:08/20/2021 SCALE:SEE SHEET Call before you Dag JOB#21-049a Call�oauv. DRAWN: KTL/MD 20so SHEET: LI-06 1-800-zz7-2600 7 OF 14 0812012021 u Z w z N M H M Cl O N ^ 5 1..6 .0 U N IRRIGATION: IRRIGATION SYSTEM NOTES: ry LL 0 I. GENERAL: I. GENERAL: + N m LL 3 LL w A. SCOPE OF WORK: A. QUALM ASSURANCE: G. CONCRETE THRUST BLOCKS: J. PRESSURE TESTING PRIOR TO BACKFILLING IRRIGATION TRENCHES: (' g Z o.0O� 1. ALL CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS AND SPECIFICATIONS OF 1. ALL LOCAL,MUNICIPAL,COUNTY AND STATE LAWS,SAFETY ORDERS,RULES AND 1. INSTALL THRUST BLOCKS AS DETAILED AT ALL BENDS OR CORNERS ON TWO AND 1. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND HYDROSTATICALLY PRESSURE a V x Z O 3 THE STATE OF LOCAL GOVERNING AGENCIES. REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON ONE-HALF INCH(2-1/2")O.D.OR LARGER PRESSURE MAINLINE. TESTED AT 125 PSI FOR A PERIOD OF TWENTY FOUR(24)HOURS WITH ZERO(0)PSI LEAK + Z no'z w 2. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THESE PLANS ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE 2. INSTALL CONC.FTG.AT BASE OF BACKFLOW PREVENTERS AS DETAILED. DOWN.ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING AND REPLACING THE w g Y THE CONTRACTO p OV Q R. SPECIFICATIONS,AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. LEAKING PIPE OR FITTINGS,AND INSTALLING NEW MATERIAL IN ITS PLACE. 3 3. ALL LOCAL,MUNICIPAL,COUNTY,AND STATE LAWS,RULES,AND REGULATIONS NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION IN THE EVENT H. ASSEMBLIES: 2. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR FOUR HOURS. W�W 3¢ G GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANS ARE ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFICATIONS CONFLICT 3. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THIS WORK TO BE COVERED Z G O HEREBY INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS,AND THEIR WITH LOCAL CODES. 1. ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON TAPE OR EQUAL, UNTIL IT HAS BEEN INSPECTED,TESTED,AND APPROVED BY THE OWNER'S AUTHORIZED N w w PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES,AND SERVICES APPLIED TO THE MALE THREADS ONLY. REPRESENTATIVE. a '^ 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, BEFORE COMMENCING WORK.THE LOCATIONS OF UTILITIES,STRUCTURES,AND SERVICES 4. CONTACT OWNER'S AUTHORIZED REPRESENTATIVE A MINIMUM OF FORTY-EIGHT(46) STRUCTURES AND SERVICES BEFORE COMMENCING WORK.THE LOCATIONS OF UTILITIES, SHOWN ON THESE PLANS ARE APPROXIMATE ONLY.ANY DISCREPANCIES BETWEEN THESE I. EQUIPMENT: HOURS PRIOR TO PERFORMING PRESSURE TESTS. Lu STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY.ANY PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPRESENTATIVE. 1. QUICK COUPLING VALVES,CONTROLLERS,REMOTE CONTROL(AUTOMATIC)VALVES,BALL K. FLUSHING: 3 REPORTED TO THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL PLANS BEFORE VALVES,GATE VALVES,SPRINKLER HEADS,BACKFLOW PREVENTION UNITS,AND OTHER 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL COMMENCING WORK. EQUIPMENT SHALL BE AS SPECIFIED IN THE IRRIGATION NOTES AND LEGEND ON THE 1. AFTER ALL NEW PVC PIPE,LINE,AND RISERS ARE IN PLACE AND CONNECTED,ALL PLANS BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BECOME THOROUGHLY 4. OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY DRAWINGS. NECESSARY DIVERSION WORK HAS BEEN COMPLETED,AND PRIOR TO THE INSTALLATION OF FAMILIAR WITH THE PERTINENT ENGINEERING PLANS,ARCHITECTURAL PLANS,AND/OR SOILS AUTHORITIES STATED ABOVE TO PERFORM THE WORK INDICATED HEREIN BEFORE HEADS,THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO REPORT PRIOR TO COMMENCING WORK. COMMENCING WORK. J. VALVE BOXES: FLUSH OUT THE SYSTEM. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR 5. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, 1. ALL REMOTE CONTROL,GATE,BALL,AND ISOLATION VALVES SHALL BE HOUSED IN 2. CAP OFF EACH HEAD IN SEQUENCE,FROM THE CONTROL VALVE TO THE END OF THE LINE. TO COMMENCING WORK,AND SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH AND BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER'S AUTHORIZED PLASTIC VALVE BOXES AS DETAILED.VALVE BOXES SHALL BE AS MANUFACTURED BY PROCEED TO THE NEXT HEAD ONLY AFTER THE FLOW OF WATER IS CLEAN AND FREE OF THE OWNER,OWNER'S AUTHORIZED REPRESENTATIVE,OTHER CONSTRUCTION TRADE,AND REPRESENTATIVE,OTHER CONSTRUCTION TRADES,AND GOVERNING AGENCIES.CAUSE BROOKS OR EQUAL. DIRT,GRIT,AND PARTICULATE MATTER. GOVERNING AGENCIES. MINIMUM INTERFERENCE WITH THE WORK,MATERIALS,OR EQUIPMENT OF OTHER 2. VALVE BOXES SHALL BE LOCK TOP OR BOLTED.PROVIDE TWO KEYS MINIMUM FOR CONTRACTORS. LOCKABLE BOXES. L. SPRINKLER COVERAGE: (� B. BIDS CONTRACTS AND INSURANCE: 6. IRRIGATION PLAN IS DIAGRAMMATIC ONLY.REFER TO THE IRRIGATION LEGEND AND 3. VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING CONTROLLER#AND DETAILS FOR EQUIPMENT AND INSTALLATION. STATION# 1. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS TO ENSURE AN EVEN �7 1. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING THEIR BID. 7. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK IN COVERAGE AND TO KEEP SPRAY OFF OF BUILDINGS,WALLS,WALKS,AND DRIVES. 2. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS. THE EVENT OF CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS. 4. INSTALL BRICK OR CONCRETE SUPPORTS UNDER FULL PERIMETER OF BOX. 2. ADJUST SPRINKLER HEADS ON A DAILY BASIS AS THE SYSTEM IS BEING BALANCED 3. SEPARATE CONTRACTS:THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS 8. PRIOR TO THE SUBMISSION OF A BID,THE CONTRACTOR SHALL EXAMINE THE SITE AND K. CHECK VALVES: THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIODS.OVERSPRAY AND OVER IN CONNECTION WITH HIS WORK.THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS THE COMPLETE DRAWINGS AND SPECIFICATIONS FOR THE PROJECT IN ADDITION TO THE WATERING ARE TO BE KEPT TO AN ABSOLUTE MINIMUM. REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK,AND SHALL PROPERLY SPRINKLER IRRIGATION PORTION OF THE WORK. 3. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE 0 COORDINATE HIS WORK WITH THEIRS. 1. SWING CHECK VALVES TWO INCH(2")AND LARGER SHALL BE TWO-HUNDRED(200)POUND CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE,MAKE NECESSARY 4. LIABILITY AND COMPENSATION INSURANCE:THE CONTRACTOR SHALL CARRY AND FOR B. SCOPE OF WORK: W.O.G.BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION NEOPRENE OR RUBBER CHANGES WITHOUT ADDITIONAL COST TO THE OWNER. ADEQUATE LIABILITY AND COMPENSATION INSURANCE AND SHALL,IF REQUIRED,FURNISH DISC MEETING OR EXCEEDING FEDERAL SPECIFICATION W W-V-51D,CLASS A,TYPE IV. O O THE OWNER WITH EVIDENCE TO THIS EFFECT. 1. THE WORK CONSISTS OF FURNISHING ALL LABOR,MATERIALS,MACHINERY,AND 2. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH F.I.P. M. EQUIPMENT TO BE FURNISHED: Ln THREAD INLET AND OUTLET.INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. 5. GUARANTEE BONDS: THE OWNER SHALL HAVE THE RIGHT,PRIOR TO THE SIGNING OF PROCESSES REQUIRED TO COMPLETE THE SPRINKLER AND/OR DRIP IRRIGATION SYSTEM AS J THE CONTRACT,TO REQUIRE THE CONTRACTOR TO FURNISH A BOND COVERING THE SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUi FOR FIVE(5')TO FORTY(40')FEET OF HEAD.ANTI-DRAIN VALVE SHALL BE VALCON ADV OR APPROVED EQUAL. 1. THE CONTRACTOR SHALL PROVIDE TWO SETS OF SPRINKLER WRENCHES FOR Z Lu FAITHFUL PERFORMANCE OF THE CONTRACT AND THE PAYMENT OF ALL OBLIGATIONS 2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A ADJUSTING,CLEANING,OR DISASSEMBLING EACH TYPE OF SPRINKLER.PROVIDE TWO KEYS ARISING THEREUNDER,IN SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH COMPLETE SPRINKLER SYSTEM,INSTALLED READY FOR USE WITHOUT FURTHER COST IN FOR EACH AUTOMATIC CONTROLLER.PROVIDE TWO QUICK COUPLER KEYS WITH HOSE O U U SURETIES AS HE MAY APPROVE.IF SUCH A BOND 15 RE EQUIPMENT.Q THE PREMIUM SHALL BE PAID LABOR OR MATERIALS TO THE OWNER. III. EXECUTION: SWIVELS.PROVIDE TWO EACH OF ANY SPECIAL TOOLS REQUIRED FOR OTHER Q Q clL z Q BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER A. SITE CONDITIONS: } Q Q 2. TWO SERVICE MANUALS SHALL BE FURNISHED TO THE OWNER. MANUALS MAY BE LOOSE Q J THIS CONTRACT.NO SUBCONTRACTOR SHALL RELIEVE THE CONTRACTOR OF HIS LIABILITY LEAF AND SHOULD SHOW DRAWINGS OR EXPLODED VIEWS OF EQUIPMENT AND CATALOGUE � C,J � CL Lu w C. PLANS AND PERMITS: TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS IN A TIMELY NUMBER.OPERATING INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE FURNISHED. z MANNER. 1. ALL SCALED DIMENSIONS ARE APPROXIMATE.THE CONTRACTOR SHALL CHECK AND 1. ALL CONSTRUCTION SHALL BE ACCORDING TO THE CONSTRUCTION DOCUMENTS AND VERIFY ALL CONTRACT,DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH THE WORK OF THIS N. CLEAN-UP: U Q O SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C.. C. PROTECTION: 2. THE INSTALLATION OF ALL SPRINKLER MATERIALS,INCLUDING PIPE SHALL BE O N 2. CORRELATION OF DRAWINGS AND SPECIFICATIONS:ANY WORK NOT ACCORDING TO 1. UPON COMPLETION OF THE WORK,MAKE THE GROUND SURFACE LEVEL,REMOVE EXCESS Z () Z COORDINATED WITH HE PLANTING PLANS TO AVOID INTERFERING WITH TREE,SHRUB,OR \ DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REMOVED. 1. USE ALL MEANS NECESSARY TO PROTECT ALL MATERIALS OF THIS SECTION BEFORE, OTHER PLANT LOCATIONS. MATERIALS,RUBBISH,DEBRIS,ETC.AND REMOVE CONSTRUCTION AND INSTALLATION 3. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. DURING AND AFTER INSTALLATION AND TO PROTECT ALL OBJECTS DESIGNATED TO REMAIN. MATERIALS FROM THE PREMISES. __l 1Y Z 4. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE 2. IN THE EVENT OF DAMAGE OR THEFT,IMMEDIATELY MAKE ALL REPAIRS AND LuO a B. WATER SUPPLY: ~ IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. FAILURE TO DO SO REPLACEMENTS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 0. RECORD DRAWINGS: U W Q Z O WILL PLACE RESPONSIBILITY ON THE CONTRACTOR. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND Y 1. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE cc S. PERMITS,FEES,ETC.:THE CONTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR ADJACENT TO THE PROJECT SITE FROM DAMAGE AS A RESULT OF CONSTRUCf10N OR DRAWINGS.VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING 1. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE SET OF"AS-BUILT" z Q G O Q THEIR RESPECTIVE WORK.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS MALFUNCTION DURING CONSTRUCTION.CONTRACTOR SHALL REPAIR,AT HIS OWN EXPENSE, DRAWINGS ON REPRODUCIBLE SEPIA,AND TWO BLUELINE PRINTS,SHOWING EXACT ._J U REQUIRED TO PERFORM THE WORK AS INDICATED ON THE PLANS PRIOR TO CONSTRUCTION. ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PROMPTLY IF STATIC LOCATIONS OF ALL ITEMS INSTALLED.CORRECTIONS AND CHANGES ARE TO BE DRAWN IN O LL J Lu OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON PLANS. Hy 4. THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISHED GRADES BEFORE BLACK INK.DRAWINGS ARE TO BE LEGIBLE AND ACCURATE.DIMENSION LOCATIONS OF O W 5- o---I D. EXECUTION: COMMENCING WORK.ANY FINISHED GRADE CHANGED DURING THE COURSE OF HIS WORK C. SPRINKLER HEAD LOCATIONS: VALVES,MAINLINES,CONTROL WIRES,WATER SOURCES,AND OTHER EQUIPMENT FROM TWO U q SHALL BE RESTORED TO THE ORIGINAL CONTOURS. VISIBLE STATIONARY POINTS.THESE ARE TO BE DELIVERED ON OR BEFORE FINAL U U-) 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DIMENSIONS OF ALL EXISTING INSPECTION AND APPROVAL. UTILITIES,STRUCTURES,AND SERVICES BEFORE COMMENCING WORK.CONTACT D. SUBMITTALS: 1. LAYOUT SPRINKLER HEADS AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO 2. A REDUCED IRRIGATION PLAN INDICATING ALL IRRIGATION SYSTEMS AND THEIR = U < z I--I DIFFERENCES BETWEEN SITE AND DRAWINGS.ANY SUCH DEVIATIONS IN LAYOUT SHALL BE UNDERGROUND SERVICE ALERT 800 422-4133.THE CONTRACTOR SHALL PROTECT ALL APPROPRIATE SEQUENCED CONTROL VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ( ) WITHIN THE INTENT OF THE ORIGINAL DRAWINGS,AND WITHOUT ADDITIONAL COSTS TO THE Q EXISTING UTILITIES,STRUCTURES,AND SERVICES ON AND ADJACENT TO THE PROJECT SITE 1. THE CONTRACTOR SHALL FURNISH THE ARTICLES,EQUIPMENT,MATERIALS,OR OWNER.WHEN DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE,THE LAYOUT ON THE INSIDE COVER OF EACH IRRIGATION CONTROLLER.THE DRAWING SHALL CLEARLY L DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR,AT HIS OWN EXPENSE,ALL PROCESSES SPECIFIED IN NAME ON THE DRAWINGS. NO SUBSTITUTIONS WILL BE ALLOWED SHOW LOCATIONS OF MAINLINE,NUMBERED CONTROL VALVES(AND MANIFOLDS),SHUT OFF Ln SHALL T APPROVED PRIOR TO INSTALLATION. DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS VALVES,AND VALVE COVERAGE AREAS. z 2. CUTTING AND PATCHING:THE CONTRACTOR SHALL DO ALL CUTTING,FITTING,OR EQUIPMENT OR MATERIALS FURNISHED OR INSTALLED WITHOUT THE PRIOR APPROVAL OF WHEN IT IS OBVIOUS THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES Q PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY THE OWNER'S AUTHORIZED REPRESENTATIVE MAY BE REJECTED AND THE CONTRACTOR P. INSPECTIONS: O O EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING ENGINEERING.SUCH DRAWINGS AND SPECIFICATIONS.ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S U SHALL BE AND BY THE PARTY RESPONSIBLE THERETOFORE. 2. SUBMIT CATALOGUE DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS AUTHORIZED REPRESENTATIVE. 1. IN NO EVENT SHALL THE CONTRACTOR COVER-UP OR OTHERWISE REMOVE FROM VIEW 3. CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE HIS OWN DIFFERENT THAN THOSE SPECIFIED. ANY WORK UNDER THIS CONTRACT WITHOUT THE PRIOR APPROVAL OF THE OWNER.ANY 0 RUBBISH FROM THE PREMISES AND KEEP THE JOB CLEAN AT ALL TIMES.HE SHALL PROTECT 3. SUBMIT RECORD DRAWINGS IN ACCORDANCE WITH PART 3. D. VALVE LOCATIONS: WORK COVERED PRIOR TO INSPECTION SHALL BE UNCOVERED BY THE CONTRACTOR AT THE c Z WORK OF ALL OTHER CONTRACTORS. CONTRACTOR'S EXPENSE. O 4. CONDUCT OF THE WORK:THE CONTRACTOR,SHALL AT ALL TIMES,KEEP A COMPETENT II. PRODUCTS: 1. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED IN SHRUB AREA WHERE SHOWN ON 2. MAINLINE PRESSURE TEST AND TRENCH DEPTH INSPECTIONS SHALL BE MADE PRIOR TO FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK,INCLUDING THE PLAN BACKFILLING OF TRENCHES. M WORK OF HIS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. A. GENERAL: 2. CHECK VALVES AND ANTI-DRAIN VALVES SHALL BE INSTALLED WHERE INDICATED,AND 3. WHEN THE IRRIGATION SYSTEM IS COMPLETED AND PRIOR TO PLANTING THE 5. ALL REMOVED ORGANIC OR INORGANIC MATERIAL SHALL BE PROPERLY DISPOSED OF AT WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION SPRINKLER HEADS CONTRACTOR SHALL IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE AN APPROVED LEGAL DISPOSAL SITE.VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION. 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND UNUSED PRIOR TO INSTALLATION. PERFORM A COVERAGE TEST ON ALL PLANTING AREAS TO ENSURE IT IS COMPLETE AND O 6. THE CONTRACTOR SHALL ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, WHEN IRRIGATION SYSTEM IS TURNED OFF. ADEQUATE.THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK DRIVEWAYS,SIDEWALKS,AND ADJACENT FACILITIES. B. GALVANIZED PIPE AND FITTINGS: E. PIPE DEPTH: REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. U 7. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGHOUT THE PROJECT 4. NOTIFY THE OWNER IN WRITING SEVEN DAYS PRIOR TO FINAL INSPECTION AT THE END OF SITE DURING THE ENTIRE CONSTRUCTION PERIOD. 1. GALVANIZED PIPE SHALL BE A.S.A.SCHEDULE 40 GALVANIZED MILD STEEL SCREWED PIPE, 1. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN(18")INCHES DEEP,MINIMUM. THE MAINTENANCE PERIOD.FINAL INSPECTION WILL BE TO INSURE THAT THE SYSTEM IS 8. THE CONTRACTOR SHALL POST SIGNS AS REQUIRED TO ALERT TRAFFIC TO SIZED AS NOTED ON THE PLANS. 2. ALL LATERAL PIPING SHALL BE BURIED TWELVE(12")INCHES DEEP,MINIMUM. FULLY OPERATIONAL,AND THAT ALL HEADS,VALVES,AND WATERING SEQUENCES HAVE CONSTRUCTION ACTIVITIES,AND TO DIRECT TRAFFIC THROUGH AND AROUND THE 2. FITTINGS TO BE USED WITH GALVANIZED PIPE SHALL BE MEDIUM GALVANIZED SCREWED 3. PRESSURE MAINS UNDER PAVING SHALL BE THIRTY INCHES(30")INCHES DEEP,MINIMUM. BEEN ADJUSTED FOR THE PROPER IRRIGATION OF THE PLANTINGS. CONSTRUCTION AREAS WHEN NECESSARY. BEADED MALLEABLE IRON.GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING. NON-PRESSURE LATERALS UNDER PAVING SHALL BE TWENTY FOUR INCHES(24")DEEP, 5. SHOW EVIDENCE THAT THE OWNER HAS RECEIVED ALL REQUIRED ACCESSORIES, 9. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY MATERIALS,EQUIPMENT,SERVICES MINIMUM. CHARTS,RECORD DRAWINGS,ETC.AT THE TIME OF FINAL INSPECTION.THE MAINTENANCE AND CONSTRUCTION PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. C. BRASS PIPE AND FITTINGS: PERIOD MAY BE EXTENDED IF THESE MATERIALS HAVE NOT BEEN DELIVERED. 10. THE CONTRACTOR SHALL CONTROL THE ACCUMULATION OF WASTE MATERIALS AND F. TRENCHING AND BACKFILLING: W RUBBISH ON THE PROJECT SITE AND SHALL PERIODICALLY DISPOSE OF ALL WASTE 1. BRASS PIPE SHALL BE HEAVY WALL TYPE,WITH THREADS COMPLYING TO A.S.A. 0. MAINTENANCE AND GUARANTEE: MATERIAL OFF-SITE AT AN APPROVED LEGAL DISPOSAL SITE.ALL CLEANING AND DISPOSAL SPECIFICATIONS. 1. MAKE ALL EXCAVATIONS IN OPEN CUT TO WIDTH AND DEPTH NECESSARY TO CONSTRUCT OPERATIONS SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,REGULATIONS, 2. FITTINGS TO BE USED WITH BRASS PIPE SHALL BE CASE BRASS OR CASE BRONZE THE WORK IN ACCORDANCE WITH THE DRAWINGS AND OR AS SPECIFIED BY THE OWNER'S 1. IRRIGATION CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM FOR A PERIOD OF Q AND ANTI-POLLUTION LAWS. THREADED JOINT,AND SHALL COMPLY WITH A.S.A.SPECIFICATIONS.THREADS ON PIPE AND AUTHORIZED REPRESENTATIVE. EXERCISE CAREFULLY TO CARRY THE EXCAVATION TO THE NINETY(90)DAYS AFTER PRE-MAINTENANCE WALK-THRU,AND SHALL WATER ON A DAILY Q 11. THE CONTRACTOR SHALL USE ONLY THOSE CLEANING MATERIALS WHICH WILL NOT FITTINGS SHALL BE TAPER TYPE. PROPER LINE AND GRADE AND TO PROVIDE AN EVEN,UNIFORM BEARING SURFACE FOR ALL BASIS,OR AS REQUIRED BY PLANTINGS AND WEATHER CONDITIONS. CREATE HAZARDS TO HEALTH OR PROPERTY AND WHICH WILL NOT DAMAGE SURFACES.THE PIPING. 2. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM AS TO CONTRACTOR SHALL USE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY D. PLASTIC PIPE AND FITTINGS: 2. THE MINIMUM ALLOWABLE TRENCH WIDTH IS EIGHT(8")INCHES. MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE(1)YEAR FROM FINAL ACCEPTANCE THE CLEANING MATERIAL MANUFACTURER. 3. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS.DO NOT OVER EXCAVATE.REMOVE BY THE OWNER.SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE 12. DURING CONSTRUCTION,THE CONTRACTOR SHALL CLEAN SPACES ADJACENT TO 1. PLASTIC PIPE SHALL BE EXTRUDED FROM ONE-HUNDRED PERCENT(100%)VIRGIN LARGE STONES OR OTHER HARD MATTER WHICH COULD DAMAGE PIPE. IRRIGATION SYSTEM DEVELOP WITHIN THE GUARANTEE PERIOD,WHICH IN THE OPINION OF CONSTRUCTION AREAS AS CONSTRUCTION PROGRESSES,AND SHALL CONTINUE CLEANING POLYVINYL CHLORIDE(PVC)TYPE 1,GRADE 11(CLASS 1220)AS MANUFACTURED BY LASCO, THE OWNER MAY BE DUE TO WORKMANSHIP OR MATERIALS,SAID DIFFICULTIES SHALL BE ON A REGULAR BASIS UNTIL CONSTRUCTION IS FINISHED.THE CONTRACTOR SHALL ALSO JOHNS-MANVILLE,OR EQUAL. G. SAND BEDDING: IMMEDIATELY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. MAINTAIN ROADWAYS AND WALKWAYS FREE FROM CONSTRUCTION OR EXCAVATED 2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURERS WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY MATERIALS,EXCEPT IN DESIGNATED STORAGE OR STOCKPILING AREAS. FOLLOWING INFORMATION: MANUFACTURER'S NAME,NOMINAL PIPE SIZE,PVC 1220,SDR 1. WHEN STONES OVER ONE(1")INCH 1N ANY DIMENSION,HARD PAN,DRY HARD-PACKED UNDER THE GUARANTEE. 13. THE CONTRACTOR SHALL EXECUTE FINAL CLEANING PRIOR TO FINAL INSPECTION. (STANDARD DIMENSION RATION OR PRESSURE RATING IN PSI). SOIL,OR OTHER SOILS THAT CANNOT BE SHAPED TO PROVIDE UNIFORM BEDDING ARE 14. THE CONTRACTOR SHALL REMOVE ALL TOOLS,UN-INSTALLED MATERIALS,AND 3. PIPE SHALL BE OF THE SIZE AND CLASS OR SCHEDULE AS NOTED IN THE IRRIGATION ENCOUNTERED AT THE GRADES AT WHICH PIPES ARE TO BE LAID,BED THE PIPE IN SAND. CONSTRUCTION DEBRIS,ETC.,FROM THE PROJECT SITE. LEGEND.EXPOSED PIPE SHALL BE"BROWNLINE"UVR PVC OR EQUAL. PIPE USED 1N USE BEDDING MATERIAL CONSISTING OF CLEAN,DRY PIT-RUN SAND,ALL PASSING A#4 END OF SECTION 15. THE CONTRACTOR SHALL REMOVE GREASE,MASTIC,ADHESIVES,DUST,DIRT,STAINS, NON-POTABLE WATER SYSTEMS SHALL BE"ALERTLINE"OR EQUAL,PURPLE IN COLOR SCREEN. PROVIDE SAND REASONABLY FREE FROM ORGANIC MATTER.INSTALL BEDDING FINGERPRINTS,LABELS,AND OTHER FOREIGN MATERIALS FROM SIGHT-EXPOSED SURFACES. THROUGHOUT,AND CONTINUOUSLY MARKED"CAUTION RECLAIMED WATER". NOT LESS THAT ARE SIX(6")INCHES DEEP. EXTEND BEDDING TO THE HORIZONTAL DIAMETER 16. PRIOR TO FINAL INSPECTION THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF 4. PLASTIC FIRINGS SHALL BE PVC 11,IPS,SCHEDULE 40 NSF AND SCHEDULE 80 THREADED OF THE PIPE AS SHOWN ON THE PLANS. LAY ALL SAND BEDDING AGAINST ROCK OR SIGHT-EXPOSED SURFACES,AND ALL WORK AREAS,TO VERIFY THAT THE ENTIRE WORK IS AND OR SLIP FITTINGS AS SHOWN IN THE DETAILS. UNDISTURBED EARTH.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE CLEAN. S. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 MOLDED THREADS. NATURE OF THE MATERIAL(SOIL)70 BE ENCOUNTERED AT ELEVATIONS WHERE PIPE IS TO BE 17. THE CONTRACTOR SHALL THOROUGHLY CLEAN OUT ALL EXISTING CONCRETE DRAINAGE THREADED NIPPLES EXPOSED ABOVE GRADE SHALL BE GRAY IN COLOR. LAID.ALL COSTS FOR AND BEDDING ARE TO BE INCLUDED IN THE CONTRACT BID PRICE. SWALES AND PIPING OF ACCUMULATED DEBRIS RESULTING FROM CONSTRUCTION 6. SOLVENT TO BE USED FOR JOINING PLASTIC PIPE AND FITTINGS SHALL BE AS PER THE OPERATIONS. PIPE MANUFACTURERS RECOMMENDATIONS. H. BACKFILLING: E. EXTRAS AND SUBSTITUTIONS: E. SLEEVING: 1. FOR BID PURPOSES ONLY,BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY 1. ANY EXTRAS SHALL BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY 1. SLEEVE ALL MAINLINE AND LATERAL LINES WITH PVC SCH.40 PIPE TWICE THE DIAMETER EQUAL TO THE ADJACENT UNDISTURBED SOIL IN PLANTING AREAS,AND TO NINETY PERCENT CONSTRUCTION. OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS WIDER THAN FOUR FEET(4'). (90%)UNDER PAVED AREAS.BACKFILL SHALL CONFORM TO THE ADJACENT GRADES WITHOUT 2. THERE SHALL BE NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL OF THE OWNER'S EXTEND SLEEVE TWELVE INCHES(12")BEYOND THE EDGE OF THE PAVEMENT. DIPS,SUNKEN AREAS,HUMPS,OR OTHER IRREGULARITIES. PLACE EXCAVATED MATERIAL IN O AUTHORIZED REPRESENTATIVE. ANY REQUEST FOR SUBSTITUTIONS SHALL BE SIX(6")INCH LAYERS.LOOSE MEASURE,AND THOROUGHLY TAMP UNDER AND AROUND THE DOCUMENTED WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED F. WIRING: PIPE ACROSS THE FULL WIDTH OF THE TRENCH.PROVIDE MOIST,NOT WET,BACKFILL.INCLUDE 1--I SUBSTITUTION WITH PLANS.THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DETERMINE NO STONES LARGER THAN TWO(2")INCHES.NOTE:FOR ACTUAL BACKFILL,CONTRACTOR SHALL (n ACCEPTABILITY OF PROPOSED SUBSTITUTION,AND WILL NOTIFY THE CONTRACTOR OF 1. CONTROL WIRE:#14-1 AWG-UF MIN.DIRECT-BURIAL TYPE.COMMON WIRE:#12-1 AWG-UF REFER TO ENGINEERING PLANS AND/OR REPORTS FOR SPECIFIC MATERIAL AND COMPACTION F-ti ACCEPTANCE OR REJECTION IN WRITING WITHIN A REASONABLE TIME. MIN.DIRECT BURIAL AND WIRE SHALL BE WHITE.USE ALTERNATE COLOR(S)FOR CONTROL REQUIREMENTS. L> WIRES. 2. ALLOW FOR SETTLEMENT.IN THE EVENT OF BACKFILL SETTLEMENT,THE IRRIGATION F. PAYMENT: 2. WIRE CONNECTIONS.MADE WITH"PEN-TITE"CONNECTORS(OR EQUAL).LOCATE MID WIRE CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST.CONTRACTOR SHALL SPLICES IN PULL BOX(8"ROUND PLASTIC VALVE BOX). BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS WORK FOR A PERIOD OF ONE 1. LIEN RELEASES FOR COMPLETED WORK SHALL BE SUBMITTED PRIOR TO PAYMENT FOR 3. HIGHER VOLTAGE CONNECTIONS OR 110 V SHALL BE MADE BY CLAMP AND SHALL BE YEAR FROM ACCEPTANCE BY OWNER. THE SAID WORK. WEATHER PROTECTED PER LOCAL CODES. 3. TRENCHES SHALL BE BACKFILLED PROMPTLY AFTER THE OPEN TRENCH INSPECTION. 4. OTHER EQUIPMENT SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS. I. ELECTRICAL: NDSC7apF 5. CONTROL WIRES SHALL BE INSTALLED WITH ONE(1')FOOT OF EXCESS WIRE(COILED)AT END OF SECTION THE END OF EACH WIRE RUN,AND AT ONE-HUNDRED(100')FOOT INTERVALS FOR RUNS 1. VERIFY POWER SOURCES AS SHOWN ON THE DRAWINGS. y�0 LDNIcp RCy OVER 100 FEET. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING 110 VOLT ELECTRICAL $ 55 6. RUN(4)EXTRA VALVE WIRES TO EACH GROUP OF TWO MORE VALVES. CONNECTIONS TO THE AUTOMATIC CONTROLLER,AND FOR CONNECTING REMOTE CONTROL 7. CONTROL WIRES SHALL BE BUNDLED WITH TAPE AT TEN(10')FOOT INTERVALS AND VALVES TO THE CONTROLLER.ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCATED UNDER THE IRRIGATION MAINLINE. LOCAL CODES AND/OR ORDINANCES. EX.WE Xf P DATE 08/20/2021 'tom 9�' DATE Q� �F CALZF� DATE:08/20/2021 SCALE:SEE SHEET Call before you Dag JOB#21-049a Call DRAWN: KTL/MD 90 0 6 SHEET: LI-07 1-800-zz7-2600 8 OF 14 0812012021 PLANT LEGEND U Z w TREES M WUCOLS SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. f N ^ MATCHLINE 'D'- SEE SHEET LI-04 o w m �,�«r ±10 204 SQ. FT. —=5— — — — — — s I L CERCIS OCCIDENTALIS/WESTERN REDBUD 24"BOX 5 O ( N 2 ;5 L PARKINSONIA x'DESERT MUSEUM'/DESERT 24"BOX 5 IY 9 N v o womt7w3 OCCUPANCY- B S-1 MUSEUM PALO VERDE (7 o N m i3-;% F — Fw , M + PINUS CANARIENSIS/CANARY ISLAND PINE 24"BOX 6 Z z ^s o 2 III TYPE OF CONSTRUCTION: V-B z- 20!",tea SHRUBS( SYMBOL REPRESENTS UP-SIZED SHRUBS) a LL x I BOTANICAL NAME/COMMON NAME SIZE QTY. + z w d o IiI SPRINKLERED: YES L Aa ALOE ARBORESCENS/TORCH ALOE 15 GAL. 3 D o W 5Q�3 1 1 I OO L q9 AGAVE AMERICANA/CENTURY PLANT 15 GAL. 9 Q N m w w I w l INI L CAREX SPISSA/SAN DIEGO SEDGE 1 GAL. 28 I j a w PH = 1267.00 g III L He HESPERALOE PARVIFLORA/RED YUCCA 5 GAL. 12 Q L O JUNCUS PATENS/GRAY RUSH 5 GAL. 68 �, I LEYMUS CON DENSATUS'CANYON PRINCE'/ • I L ® CANYON GIANT RYE 5 GAL. 43 _M__IIM__J M1_ J_M __M___M__ __W___W $ III � I , L O ANIGOZANTHOS BIG RED'/KANGAROO PAW 15 GAL. 8 p 3 PENSTEMON HETEROPHYLLUS'MARGARITA N III I L O BOP'/SHOWY PENSTEMON 5 GAL. 14 016 III 3 • I L O SALV A GREGGII TURMAN'S RED'/AUTUMN 5 GAL 87 O 3 (GREEN/VERDE)SANTOLINA VIRENS/GREEN 1 GAL/ 79 III �y I L LAVENDER COTTON 5 GAL 0 116 WESTRINGIA'WYNYABBIE GEM'/COAST Q p I L W ROSEMARY 15 GAL. 68 O III O O w I VINES Z W 1i 3 HARDENBERGIA VIOLACEA'HAPPY L 5 GAL. 2 U I,I WANDERER'/PURPLE VINE LILAC VAR. O � IiI 3 W I GROUNDCOVER Q z } Q Q SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. U IZ FLATS a EL SENECIO SERPENS/BLUE CHALK STICKS 11796 SF O L e p III 3 W I 24 O.C. �U O Q ICI FLATS @ O t�l H- J CAREX TUMULICOLA/FOOTHILL SEDGE 12"O.C. 4,138 SF Z U d ADDITIONAL NOTES: ce (D O LU li 3 W I U YQz z III z Q G C) III 3 w p Jew z O LU d Q III I U V W 3 I U d Z Ez a 0 0 0 0 0 z IiI I a�$ I O (D OO ®®$$ $ $ o 04 I s $ LULU U 3 LULU III a 0 -— — — — —, __ — — — — — — — — — — — — — — -------------------------- LU — — — — — — — — — — — — — — — T — — — — — — — — — — — — — — — — — — ____ _______�_________ _ —----------------- ------ ----------------------------- LU � r Q Q i11 -- ili I � 3 0 I i1 = III 3 � III I U it QIII 0 I III III ® G III I J 3 $ $ ® 0 ®® --IRR— I-IRR IRR---IR---IRR— (- R 9R—O ® O I O O O O� O O us O O O O O $ —III li An 0 O J J Cs , J � J J J J "/7An VII Ag OOJCs JJJJs J III $ I I 0 Aa M M , Iun • O z I.I I 4� 07 °°°�°° °o 0 0 00 00 og og o go o°�°ool° °° � O Aa O J Cs Cs J J Cs °°°J°° 000Joo oo� °o, °��°�� °°J°°°°j°° J° 0 III F--I III 30 PLO 0 0 w vw w w w w w W w w w. . . . . . . . . . . . • . • • . . . . .' • d aili Bx I IiI I I I _ 3 I I �PNO APF LO 9? — - - — - - - —3 — A— - - - - - - - - - - - - — — — — - - — — — - - — — — - - — — — — — — — — — — — — — — _� =y 55 R0 yf� -- — �— — m 3 A 09/3022 EXP.DATE �T OS/DAR '9T DATE Q� 3 j �OFCALJF, Ex AC Brm 3 A CORYDON ROAD I I 3 DATE:08/20/2021 Ex Edge Pvmt SCALE:SEE SHEET Call baTora you Fb0 — — — — — — — — — — — — — — — — — — — — — — - JOB#21-049a , ,v ,Call oaur. DRAWN: KTL/MD SCALE- 1"= 10'-0" SHEET: LP-01 0 I-800_zz7-2800 j 0 5' 10' 20' 30' 9 OF 14 NORTH 0812012021 PLANT LEGEND U Z w TREES WUCOLS SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. z ^ OCCUPANCY: MATCHLINE W-SEE SHEET LI-03 s L CERCIS OCCIDENTALIS/WESTERN REDBUD 24"BOX 5 0 6 N LA o ;5PLANTING NOTES V J y l j I j ' L PARKINSONIA x'DESERT MUSEUM'/DESERT 24"BOX 5 (D o 6 w N'+6 o 'PWF CONSTRUCTION: V—B MUSEUM PALO VERDE 1p 4 o 1.ALL PLANTED AREAS SHALL BE RAKED CLEAN OF ALL EXTRANEOUS MATERIALS. FINISH GRADES AND SURFACE DRAINAGE PATTERNS SHALL BE RESTORED TO THE APPROVED SPECIFIED _ - F _ _ F _ M + PINUS CANARIENSIS/CANARY ISLAND PINE 24"BOX 6 'Z�nn c� a ti 0 O GRADING PLAN AFTER TREE AND SHRUB INSTALLATION AND PRIOR TO GROUND COVER OR BARK INSTALLATION. I III V Q Z 0 0 0 2 SPRINKLERED: YES SHRUBS(*SYMBOL REPRESENTS UP-SIZED SHRUBS) '� z- s3 a cn a -5xzo3 2.ALL PLANT MATERIAL SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH AND SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BOTANICAL NAME/COMMON NAME SIZE QTY. + z w d o'z- PLANTING.THE CONTRACTOR SHALL SUBMIT PHOTOS OF ALL BOX SIZE TREES FOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE.SHRUBS WILL BE REVIEWED ON SITE. III Q 3 2 5 Y o a 3. LANDSCAPE CONSTRUCTION INSTALLATION AND PRACTICES SHALL COMPLY WITH ALL LOCAL AND REGIONAL STANDARDS AND IF APPLICABLE,CLCA'S STANDARDS FOR LANDSCAPE L qa ALOE ARBORESCENS/TORCH ALOE 15 GAL. 3 CONSTRUCTION AND MAINTENANCE. III Z G O 3 III q9 4e v w w 4.ANY PLANT MATERIAL DELETIONS OR SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 �I 7 O S v L AGAVE AMERICANA/CENTURY PLANT 15 GAL. 5.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO THE DETAILS AND NOTES SHOWN ON THESE PLANS. P H — I O/ .00 III L CS CAREX SPISSA/SAN DIEGO SEDGE 1 GAL. 28 I j 6 6.ALL LEVEL SHRUB AREAS PLANTED WITH FLATTED GROUND COVER SHALL BE TOP DRESSED(AFTER INSTALLATION OF GROUNDCOVER)WITH A 3"LAYER OF SHREDDED"WALK-ON"BARK III L HE HESPERALOE PARVIFLORA/RED YUCCA 5 GAL. 12 5 MULCH OR APPROVED EQUAL(PROVIDE SAMPLE TO DEVELOPER).ALL OTHER LEVEL SHRUB AREAS SHALL RECEIVE A 3"LAYER.OMIT BARK MULCH LAYER IN ANNUAL COLOR PLANTING AREAS WHERE APPLICABLE.LEAVE A 12"DIAMETER AREA AROUND EACH TREE AND SHRUB MAINSTEM FREE OF BARK MULCH. JUNCUS PATENS/GRAY RUSH 5 GAL. 68 7.ALL TREES SHALL BE LOCATED AS FOLLOWS: L O A. MIN.SIX FEET(6)FROM PROPERTY LINE FENCING AND WALLS,HARDSCAPE SURFACES,BUILDING EAVES AND SUBSURFACE UTILITIES INCLUDING DRAINAGE LINES,DOMESTIC L ® LEYMUS CON DENSATUS'CANYON PRINCE'/ 5 GAL. 43 SUPPLY LINES AND SEWER LINES WHEREVER POSSIBLE/APPLICABLE. CANYON GIANT RYE B. MIN.3'(FEET)FROM ALL FIRE HYDRANTS,MAIL BOXES,WATER METERS,AND SUBSURFACE UTILITIES INCLUDING TELEPHONE,ELECTRICAL AND CABLE TV. C. MIN.8'(FEET)FROM THE DOOR SIDE OF ALL TRANSFORMER BOXES. D. MIN.10'(FEET)FROM ALL EASEMENT BOUNDARIES. �M --M --M---M---M---M---M--JM1-- L ANIGOZANTHOS'BIGRED'/KANGAROO PAW 15 GAL. $ E. MIN.10'(FEET)FROM ALL STREET LIGHTS,SIGNS AND POWER POLES. I III PENSTEMON HETEROPHYLLUS'MARGARITA f'V CONTRACTOR SHALL VERIFY ALL UTILITIES,EASEMENTS,HARDSCAPE AND EQUIPMENT PRIOR TO THE INSTALLATION OF TREES. III L O BOP'/SHOWY PENSTEMON 5 GAL. 14 B.ANY TREE PLANTED WITHIN FIVE FEET(5')OF HARDSCAPE SURFACES SHALL RECEIVE"BIO-BARRIER"ROOT BARRIER TO A DEPTH OF 19",UNLESS OTHERWISE NOTED ON THE PLANS. III SALVIA GREGGII TURMAN'S RED'/AUTUMN INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS,ADJACENT AND PARALLEL TO THE HARDSCAPE AND/OR UTILITY AND 5'BEYOND THE TREE TRUNK IN BOTH DIRECTIONS. IN CASE j L JEE)S SAGE 5 GAL. 87 OOF DISCREPANCIES IMMEDIATELY NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE. (GREEN/VERDE)SANTOLINA VIRENS/GREEN 1 GAL/ 79L 0 9.REMOVE ALL VINE OR ESPALIER STAKES AND/OR TRELLISES AND ATTACH TO FENCE,WALL,POST OR VINE TRELLIS SHOWN ON PLAN. I III LAVENDER COTTON 5 GAL116 WESTRINGIA'WYNYABBIE GEM'/COAST 0 CD 10.PRIOR TO BIDDING,CONTRACTOR SHALL VERIFY IF AN AGRONOMIC SOILS REPORT HAS BEEN COMPLETED FOR THE PROJECT. IF NONE IS AVAILABLE,CONTRACTOR IS RESPONSIBLE FOR IIILROSEMARY 15 GAL. 68 OINCLUDING COST FOR AGRONOMIC SOILS REPORT IN PROJECT BID. FOR MULTI-LOT PROJECT A MINIMUM OF 1 TEST FOR EVERY 7 LOTS IS REQUIRED. ,o J11.PRIOR TO PLANTING ALL PLANTABLE SOIL AREAS SHALL BE MIXED WITH 4 YARDS OF COMPOST PER 1,000 SF TO A DEPTH OF 6"TO MAKE THE SOIL FRIABLE FOR PLANTING,UNLESS HARDENBERGIA VIOLACEA'HAPPYZ WOTHERWISE SPECIFIED IN THE AGRONOMIC SOILS REPORT.IN THE EVENT OF A CONFLICT BETWEEN THE AGRONOMIC SOILS REPORT AND THESE NOTES,THE REPORT SHALL SUPERCEDE.SOILS ILWANDERER'/PURPLE VINE LILAC VAR. 5 GAL. 2 0 U z WITH GREATER THAN 6%ORGANIC MATTER IN THE TOP 6"OF SOIL SHALL BE EXEMPT FROM ADDING COMPOST AND FILLING. ln� li GROUNDCOVER } Q Q g 12.ALL PLANT BASINS SHALL RECEIVE SARVON SOIL PENETRANT.APPLY PER MANUFACTURES SPECIFICATIONS,OR AS DIRECTED IN THE AGRICULTURAL SOILS REPORT OBTAINED BY THE SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. U d 6- CONTRACTOR.SARVON AVAIL.THROUGH JOHN DEERE LANDSCAPES(800)347-4272. L SENECIO SERPENS/BLUE CHALK STICKS FLATS @ 1,796 SF 0 Lu Z Z 13.PRIOR TO CONSTRUCTION,CONTRACTOR SHALL CONTACT LOCAL UNDERGROUND SERVICE ALERT. 24"O.C. U Cm O Q O a) - J 14.IF ANY FISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION,IT SHALL BE REPAIRED AND/OR I L CAREX TUMULICOLA/FOOTHILL SEDGE FLATS @ 4 138 SF Z N U 5- REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS. 12"O.C. (n tb \ ,n li ADDITIONAL NOTES: ce 0 W V 15.ALL BUILDING AND HARDSCAPE INFORMATION SHOWN ON THESE PLANS IS BASED UPON THE MOST CURRENT ARCHITECTURAL SITE PLAN RECEIVED FROM THE ARCHITECT,CIVIL ENGINEER AND/OR OWNER.LANDSCAPE CONTRACTOR SHALL VERIFY HARDSCAPE LAYOUT(INCLUDING BUILDING FOOTPRINTS,WALKWAYS,STAIRWAYS,FENCING,UTILITIES,ETC.).IF ANY DISCREPANCIES III U W Q z z BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS ARE FOUND,CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE. �, z Q CQ _j J U li p� W a Q 1i U U d li d z H4)* ~ L ❑ z w 00 0 Q O U 0 O i1i r � Z O s Al S o 0 r w ® ® ®I = 0 U) W Q LU ----------------------------------------------� r----------------------r-------------- ii W � J 0 III I I = III U Q I� ;(D ) O OO 9FITOt Ag -IR --IRR—� J4RR-- Aa 11 J J J I 1 J J J J J 0 i1 J J J I � III Cs • GS Cs 00000� o� o0 00 ooCs o O j j z J J Cs J J J Q csIII IL w W 4 w W w I w W W W LLJ �I cIClI C nli B; SCA TO LONI 9?� — t — — — — — — — — — — — — — - - - - - - - - - - — — — - - g' 55 CR0�r 09/3022 E%P.DATE ��• OS/20/2021 'tom DATE Q� OF CALIF' CORYDON ROAD _ DATE:08/20/2021 C� N SCALE:SEE SHEET w m Call before you Dag - - - - — JOB#21-049a Call oaur. DRAWN: KTL/MD AzoR7� SCALE-1"= 10'-0" SHEET: LP-02 1-800-227-2600 j 0 5' 10, 20' 30' 10 OF 14 0812012021 PLANT LEGEND U Z w TREES WUCOLS SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. z ^ m L CERCIS OCCIDENTALIS/WESTERN REDBUD 24"BOX 5 = ( ~ ^2 ;50 10 .g ; PARKINSONIA x'DESERT MUSEUM'/DESERT 24"BOX 5 3 w m N 6 L MUSEUM PALO VERDE C7 0 m LL 3 LL 0 M + PINUS CANARIENSIS/CANARY ISLAND PINE 24"BOX 6 0 z o s 0 2 SHRUBS(*SYMBOL REPRESENTS UP-SIZED SHRUBS) I-I s 3 a (n aLL0X203 BOTANICAL NAME/COMMON NAME SIZE QTY. + Z w d 0 z w 3�zY0> L ALOE ARBORESCENS/TORCH ALOE 15 GAL. 3 o 5 3 a q Zoo 3 L 9 AGAVE AMERICANA/CENTURY PLANT 15 GAL. 9 a m � L CAREX SPISSA/SAN DIEGO SEDGE 1 GAL. 28 I j 6 N L He HESPERALOE PARVIFLORA/RED YUCCA 5 GAL. 12 5 L O JUNCUS PATENS/GRAY RUSH 5 GAL. 68 LEYMUS CON DENSATUS'CANYON PRINCE'/ L ® CANYON GIANT RYE 5 GAL. 43 L O ANIGOZANTHOS'BIG RED'/KANGAROO PAW 15 GAL. 8 O O PENSTEMON HETEROPHYLLUS'MARGARITA N L Ph BOP'/SHOWY PENSTEMON 5 GAL. 14 016 L OSALVIA GREGGII TURMAN'S RED'/AUTUMN 5 GAL. 87 SAGE 1 - L O (GREEN/VERDE)SANTOLINA VIRENS/GREEN 1 GAL/ 79 O 0 LAVENDER COTTON 5 GAL - L w WESTRINGIA'WYNYABBIE GEM'/COAST 15 GAL. 68 O CD ROSEMARY � � VINES Z LU VIOLACEA'HAPPY L WANDERER'/PURPLE VINE LILAC VAR. 5 GAL. 2 0 U Z I GROUNDCOVER SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. � U d L SENECIO SERPENS/BLUE CHALK STICKS 24 TOS C. 1,796 SF 0 cl� e p O Q FLATS @ I L CAREX TUMULICOLA/FOOTHILL SEDGE 4 138 SF O N U d 12"O.C. J ADDITIONAL NOTES: O LU d Z I U LU < z Q O I s it0 Jw Q O LU a u U J U � d Paz Ig I ;li 0 Q O 0 it O I ;I M I ' � I it 0 U I w J LU w s I w Q w_ I � a w q o°® W �iw O z z O ° I � � I i F•-I LU K PROPOSED BUILDING 2 N1.DSCgz y�0�'PC'q?�` �$ 55 TBD FF O ! J TBD PAD O I 09/E . f 20/2 E �` 08/10�2(111 1 9TF OF WAREHOUSE: ±16,801 SQ. FT. CALZF MEZZANINE: ±5,600 SQ. FT. s s j DATE:08/20/2021 OCCUPANCY: B &S-1 ss s ■ r r SCALE:SEE SHEET TYPE OF CONSTRUCTION: V-B Call before you Dag MATCHLINE 'B'-SEE SHEET LI-02 — F " I F F JOB#21-049a C811coa`lY SCALE- 1"= 10'-0" DRAWN: KTL/MD SHEET: LP-03 96 0 5' 10' 20' 30' 1-800-z27-2600 NORTH 1 1 OF 14 0812012021 PLANT LEGEND U Z w TREES WUCOLS SYM. BOTANICAL NAME/COMMON NAME SIZE QTY. z ^ m L CERCIS OCCIDENTALIS/WESTERN REDBUD 24"BOX 5 = ~ ^2 ;50 10 .g ; PARKINSONIA x'DESERT MUSEUM'/DESERT 3 0Y w m N 6 L MUSEUM PALO VERDE 24"BOX 5 C7 0 m LL 3 LL 0 M + PINUS CANARIENSIS/CANARY ISLAND PINE 24"BOX 6 z o s 0 SHRUBS(*SYMBOL REPRESENTS UP-SIZED SHRUBS) s 3 a (n aLL5x203 BOTANICAL NAME/COMMON NAME SIZE QTY. + Z w d 0'z w 3�zY0> L ALOE ARBORESCENS/TORCH ALOE 15 GAL. 3 0 5 3 a q Zoo 3 L 9 AGAVE AMERICANA/CENTURY PLANT 15 GAL. 9 a m � L CAREX SPISSA/SAN DIEGO SEDGE 1 GAL. 28 I j 6 N L He HESPERALOE PARVIFLORA/RED YUCCA 5 GAL. 12 5 L O JUNCUS PATENS/GRAY RUSH 5 GAL. 68 LEYMUS CON DENSATUS'CANYON PRINCE'/ L ® CANYON GIANT RYE 5 GAL. 43 L O ANIGOZANTHOS'BIG RED'/KANGAROO PAW 15 GAL. 8 O O PENSTEMON HETEROPHYLLUS'MARGARITA N L Ph BOP'/SHOWY PENSTEMON 5 GAL. 14 016 L OSALVIA GREGGII TURMAN'S RED'/AUTUMN 5 GAL. 87 SAGE L O (GREEN/VERDE)SANTOLINA VIRENS/GREEN 1 GAL/ 79 Q LAVENDER COTTON 5 GAL WESTRINGIA'WYNYABBIE GEM'/COAST Q p - - - - - - - - - - - - � — - - - - - - - - - - - - - - - - L W ROSEMARY 15 GAL. 68 IY � VINES Z W HARDENBERGIA VIOLACEA'HAPPY L WANDERER'/PURPLE VINE LILAC VAR. 5 GAL. 2 0 U Z GSOMNDCOVBOTANICAL NAME/COMMON NAME SIZE QTYJSF � U d L SENECIO SERPENS/BLUE CHALK STICKS FLATS @ 1,796 0 LLI �24"O.C. U � O Q L CAREX TUMULICOLA/FOOTHILL SEDGE FLATS @ 4 138 O N U 0- 12"O.C. ce ADDITIONAL NOTES: 0 W (� U YQz Z Z Quo0 ILL z I o w e Q I U � � � d s I I U � g III I Q b III s Ln Z Qs O U O I.I II I 0 III � Z 0 li I 0 I O U co I!I I CD � III J � I,I LL.ILU UJ III I = III I Q W II ® ® O I 0 LU ® O W Z _j s s = III < ili I I W 1 li W I.I I I 44 li W I M Z III W 0 LU III W I , IY III W III I Id W �PNOSCApF q III , tc=y�0 'C.Lo5 5IyIGRO 1,yf� m W I PROPOSED BUILDING1 F+ CALIF O F OA TBD FF I s s 00 I TBD PAD DATE:08/20/2021 WAREHOUSE: ±30,613 SQ. FT. III SCALE:SEE SHEET MEZZANINE: ±10,204 SQ. FT. Call before you Dag I i I � I � � � JOB#21-049a e cuCalloar, OCCUPANCY: B&S-1 � DRAWN: KTL/MD Az MATCHLINE'D'-SEE SHEET LI-01 SCAL = 1 0" SHEET: LP-04 o so L-Boo-zz7-2000 0 5 1 0' 2 0' 30' 12 OF 14 NORTH 0812012021 U LEGEND I-1 O1 NDS-SLOTTED GRATE(PIPE SIZE)AT NON-SLOPE CONDITION. USE ATRIUM GRATE z m 1 AT SLOPE CONDITION.SET GRATE 1/2" pC m O¢¢1 9 ABOVE FINISH GRADE. U t: ^2 U 2 O2 FINISH GRADE LEGEND p 3 L 1 1O TREE OR SHRUB CONTAINER CJ o N o V p O3 DUCT TAPE OVER HOLES WITHIN 6"OF FINISHED GRADE. O O2 2"MULCH LAYER(OMIT IN LAWN AREAS&DO 3 4 NOT COVER ROOT BALL ENTIRELY) ��/ ZO O^s Q- O "DRAINGARD"SOCK sLL�X"�a 0 OS BACKFILL MIX PER NOTES 2 O3 FORM TEMP U).4"WATERING BERM W/SOIL Z Z O N EXCAVATED FROM PLANTING HOLE.OMIT IN + w 0 O LAWN AREAS) ( 30 w Z Y O> © RIGID PERFORATED HANCOR PIPE.SEE r g V 3 SCHEDULE BELOW FOR SIZE AND NUMBER PER 4 3 ® BREATHER TUBES(S)FOR 15 GAL.SIZE AND C) Iu O 3< < PLANT. LARGER,SEE BREATHER TUBE DETAIL z G 4 e a O OPTIONAL CONNECTION TO DRAINAGE 0 J ry m 5 w SYSTEM FOR POOR DRAINING SOIL-SEE 5 PLANT ROOT BALL 1/2"To 3/4"ABOVE < '^ PLAN. III _ FINISHED GRADE(AFTER BACKFILL MIX HAS LU SETTLED) � 6 6 OB BREATHER TUBE TO EXTEND TO FULL DEPTH ROOTBALL O o \= 8 © PIT BACKFILL MIX PER NOTES. g OF PLANTING HOLE ^ / o O9 ROOTBALL O7 FERTILIZER TABLETS PER NOTES.INSTALL / SO THAT THEY TOUCH ROOTBALL (/ 7 INSTALL BREATHER TUBES ON ALL TREES PER 2.DIA.OF ROOTBALL ® DEPTH OF ROOTBALL THE FOLLOWING SCHEDULE: 8 1&5 GALLON NONE 15 GALLON (2)-4" O 24 BOX (2)-4" N 36"BOX (4)-4" 48"BOX (6)-4" 60"BOX OR LARGER (8)-4" B&B PALMS (4)-4" D BREATHER TUBE N.T.S. A TREE/SHRUB CONTAINER PLANTING N.T.S. Q O o 1 � J z Lu O � z 3 U CL 5- 2 4 z H-A a U Imo Q CUT EQ. EQ. I CL z \U w LEGEND 6 ce Ln ;,0 = Q O1 TREE TRUNK FILL 1 ROOTBALL 8 O w d ,n O ROOT BARRIER-TYPE PER PLAN 1 O U w Q z V EDGE OF BUILDING/HARDSCAPE(CURB,PAVING,PAD,ECT.) 5 9 z Q O Z 2 3 O4 10 FT.MINIMUM LENGTH 2x DIA.OF ROOTBALL O LL L),J d z NOTE: LEGEND U U 6 Q ROOT BARRIERS SHALL BE INSTALLED WHEN TREE U � Ln J IS WITHIN&OF ANY HARDSCAPE,AND SHALL BE Ol TREE OR SHRUB CONTAINER ® EXISTING SLOPE GRADE U Q r INSTALLED ADJ.TO THE HARDSCAPE ONLY PER THE MANUFACTURER SPECIFICATIONS.REFER ALSO TO Q FORM 4"PERMANENT WATERING Q PLANT SO ROOT BALL IS 1/2" O NOTE#7 IN THE GENERAL PLANTING NOTES FOR BERM W/SOIL EXCAVATED FROM TO 3/4"ABOVE FINISHED GRADE Ln L ADDITIONAL INFORMATION. PLANTING HOLE.(36"DIA.SIZE (AFTER BACKFILL MIX HAS SETTLED) z FOR TREES AND 24"DIA.SIZE © PIT BACKFILL MIX PER NOTES FOR SHRUBS) O7 FERTILIZER TABLETS PER NOTES O O O3 2"MULCH LAYER(DO NOT COVER INSTALL SO THAT THEY TOUCH ROOT BALL ENTIRELY) ROOTBALL Q NOTE:CUT AND FILL TO BE ® DEPTH OF ROOTBALL Z 1:1 SLOPE RATIO MAX. O9 O BREATHER ES(5)FOR GAL.SIZE Q AND LARGERR,,SEE BREATHER TUBE } DETAIL. E ROOT BARRIER 11/2"=T-0" B TREE/SHRUB CONTAINER PLANTING /(SSLLO\PE) N.T.S. O WPREVAILING WIND LU Q LEGEND 4 O1 TREE TIES'CINCH TIE'-(4)REQ'D O2 2"X 10'LODGEPOLE PINE STAKE 1 Q VENTILATED TRUNK GUARD IN LAWN AREAS 2 ® 6"MIN.DISTANCE BETWEEN STAKE END AND TREE CANOPY 1 O BREATHER TUBE(S),SEE BREATHER TUBE DETAIL IMPORTANT NOTES: 1 1.)INSTALL STAKES 12"FROM TREE 5 TRUNK PERPENDICULAR TO PREVAILING F-- 3 WINDS. 2.)THIS DETAIL TO BE USED FOR 24"BOX AND SMALLER. -III—III —III—III- 3.)TIES SHOULD PROVIDE FLEXIBILITY OF III III TRUNK BUT NOT ALLOW RUBBING OF z ROOTBALL TRUNK AGAINST STAKE. O 4)TREES SHALL BE PLANTED 1`2" III HIGHER THAN ADJACENT GRADE PER CITY OF LAKE ELSINORE STANDARDS. LU > C TREE STAKING (LEVEL GROUND) N.T.S. PNOSCApF j.LOIyIGR?�y g 55 O U m J --I 09/3022 Xf E%P.DATE 08/20/2021 'tom 9�' DATE Q� OF CALZFO DATE:08/20/2021 SCALE:SEE SHEET Call before you Dag JOB#21-049a ,Call o"ur. DRAWN: KTL/MD 20so SHEET: LP-OS 1-800-zz7-2600 13 OF 14 0812012021 U Z w z N M H 5 M Cl 0�6 N ^p 1 f� �p N TREES,SHRUBS AND GROUND COVERS E. LIGHTWEIGHT SOIL FOR PLANTERS SHALL BE OF THE FOLLOWING COMPOSITION, 3.7 TREE STAKING OR GUYING 3.15 PROTECTION G w o F t7 3 PREMIXED BY MACHINE BLENDER PRIOR TO DELIVERY TO SITE. (D o n o V p PART I: GENERAL A.STAKE OR GUY ALL TREES 5 GALLONS AND LARGER PER DETAILS. DRIVE STAKE INTO FIRM A.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS NINE(9)PARTS BY VOLUME LOAMEX SOIL NEXT TO ROOT BALL.TREE STAKES SHALL BE VERTICAL IN ALL CASES.ONE GALLON SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE.ANY DAMAGE SHALL BE PROMPTLY 1.1 SCOPE OF WORK ONE(1)PART BY VOLUME WASHED PLASTER SAND TREES SHALL BE PLANTED WITH STAKES REMOVED. REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. V z o O rw A. FURNISH ALL LABOR,MATERIALS,AND EQUIPMENT IN ORDER TO PROVIDE,INSTALL,AND MAINTAIN TWO(2)CU.FT.PER CU.YD.PERLITE B.GUY 36"BOX AND LARGER PLANT MATERIAL WITH AT LEAST THREE GUY WIRES(9 GAUGE) B.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS 1--I z O! "lD a Q SOIL PREPARATION,HEADERS,FINISH GRADING,PLANTING AND ESTABLISHMENT PERIOD AS TEN(10)LBS.PER CU.YD.MICRO-MAX PLUS MICRONUTRIENT IN TRIANGULAR PATTERN AS DETAILED.GUY WIRE SHALL BE ENCASED IN RUBBER HOSE SECTION FROM DAMAGE CAUSED BY FROST OR TORRENTIAL RAINS.ANY DAMAGE SHALL BE i LL O x Z O 3 DESCRIBED HEREIN AND ON THE PLANS. COMPLEX,OR EQUAL WHERE IT COMES IN CONTACT WITH THE TREE. NOTE:GUYING MAY BE OMITTED BY THE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. + Z w 0 O a- B.THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK,ADJACENT PROPERTY,AND TEN(10)LBS.PER CU.YD.16-6-8 FERTILIZER OWNER'S AUTHORIZED REPRESENTATIVE WHERE CONDITIONS PERMIT.) 3 Z x C')> THE PUBLIC,AND SHALL BE RESPONSIBLE FOR ANY DAMAGE,INJURY,AND LOSS DUE TO HIS 3.16 GUARANTEE ? H m U 3 ACTS OR NEGLIGENCE. THE MIX SHALL ALSO CONTAIN A LONG LASTING FORM OF IRON(G.U.49)AND A NON-IONIC 3.8 SODDED LAWN 0 WGW Q C.WORK NOT INCLUDED: ROUGH GRADING. WETTING AGENT. A.ALL SHRUBS,GROUND COVERS,LAWN AREAS AND 5 GALLON SIZE TREES OR LESS SHALL Z G O 3 A.SOD SHALL BE HARVESTED,DELIVERED AND INSTALLED WITHIN A PERIOD OF 24 HOURS, BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY(90)DAYS AFTER 1.2 QUALITY ASSURANCE UNLESS A SUITABLE PRESERVATION METHOD IS APPROVED PRIOR TO DELIVERY.SOD NOT FINAL ACCEPTANCE BY THE OWNER. 15 GALLON AND ALL BOX SIZED TREES AND LARGER J a m vi A.VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES,AND SERVICES BEFORE 2.3 SOD INSTALLED WITHIN THIS TIME SHALL BE INSPECTED AND ACCEPTED BY THE OWNER'S SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. h-I COMMENCING WORK.THE LOCATIONS OF UTILITIES,STRUCTURES,AND SERVICES SHOWN A.SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS. MEASUREMENTS FOR AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.SOD SHALL NOT BE HARVESTED B. PLANTS WHICH DIE OR LOOSE MORE THAN THIRTY PERCENT(30%)OF THEIR LEAF LLJ ON THESE PLANS ARE APPROXIMATE ONLY.ANY DISCREPANCIES BETWEEN THESE PLANS THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH.INDIVIDUAL PIECES OF SOD SHALL OR DELIVERED WHEN MOISTURE CONTENT(EXCESSIVELY WET OR DRY)MAY ADVERSELY OR BRANCHING STRUCTURE SHALL BE REPLACED UNDER THIS SECTION. > z AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED BE CUi TO A STANDARD LENGTH AND WIDTH. BROKEN ROLLS OR SLABS,AND TORN OR AFFECT ITS ESTABLISHMENT. C.THE CONTRACTOR,WITHIN FOURTEEN(14)DAYS OF WRITTEN NOTIFICATION BY THE > 5 REPRESENTATIVE PRIOR TO PROCEEDING WITH ANY WORK. UNEVEN ENDS WILL NOT BE ACCEPTABLE.STANDARD SIZE SECTIONS OF SOD SHALL BE B. PREPARE SOD BED AS NOTED FOR SOIL PREPARATION AND FINE GRADING. OWNER,SHALL REMOVE AND REPLACE ALL GUARANTEED PLANTS WHICH FOR ANY REASON B. PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND ADJACENT TO THE PROJECT STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT FROM A FIRM GRASP ON THE UPPER 10 C. ROLL AREAS TO BE SODDED LIGHTLY TO ELIMINATE AIR POCKETS.WATER THOROUGHLY FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE.ALL PLANT MATERIALS REPLACED SITE DURING CONSTRUCTION.CONTRACTOR SHALL REPAIR,AT HIS/HER OWN EXPENSE,ALL %OF THE SECTION. TO A DEPTH OF AT LEAST 6 INCHES.REGRADE IF SETTLING OCCURS. SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD,BEGINNING WITH THE DATE OF DAMAGE RESULTING FROM HIS/HER OPERATIONS OR NEGLIGENCE. D. UNROLL SOD IN THE SAME DIRECTION EACH TIME.SOD SHALL BE LAID IN A STAGGERED REPLACEMENT. C.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL 2.4 HEADER MATERIAL PATTERN,WITH NO GAPS OR VOIDS.START LAYING SOD ALONG THE LONGEST STRAIGHT PLANS BEFORE COMMENCING WORK. EDGE AND AT THE BOTTOM OF SLOPES. D. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING A.CONCRETE HEADERS AND MOW STRIPS SHALL BE INSTALLED IN ACCORDANCE WITH THE E. PEG BOTH ENDS OF SOD LAID ON SLOPES OF 3:1 OR GREATER WITH WOODEN PEGS. WORK AND BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER,THE OWNER'S PLANS AND DETAILS. FORMS FOR HEADERS AND MOW STRIPS SHALL BE STAKED AT 4 INCH F.WATER SOD WITHIN 30 MINUTES OF LAYING. IF SOD ENDS AGAINST AN OPEN BED OF SOIL. END OF SECTION AUTHORIZED REPRESENTATIVE,OTHER CONSTRUCTION TRADES,AND GOVERNING INTERVALS,AND ALL FORMING SHALL BE APPROVED IN THE FIELD BY THE OWNER'S MOUND THE SOIL AGAINST THE SOD EDGES TO PREVENT DRYING.WATER THOROUGHLY AT AGENCIES. AUTHORIZED REPRESENTATIVE PRIOR TO POURING. THE END OF THE DAY ALL SOD PLACED THAT DAY TO PENETRATE THE SOIL AT LEAST 6 N E.THE PLANTING PLAN IS DIAGRAMMATIC,AND ALL PLANT LOCATIONS DEPICTED THEREON B. FORMING STAKES SHALL BE AT LEAST ONE INCH BY TWO INCHES,OF LENGTH NECESSARY INCHES. ARE APPROXIMATE.CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE TO EXTEND INTO SOLID GROUND AT LEAST TWELVE INCHES. G. ROLL ALL SODDED AREAS WITH A ROLLER WEIGHING APPROXIMATELY 16 POUNDS PER 0j IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. C.WOOD HEADER SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND DETAILS. LINEAL INCH TO COMPACT THE SOIL AROUND THE ROOTS AND PROVIDE A SMOOTH EVEN FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON CONTRACTOR,RESPONSIBILITY FOR WOOD SHALL BE 2"X 4"OR 1"X 4"ROUGH,CONSTRUCTION HEART REDWOOD,FREE FROM MOWING SURFACE. (AT HIS/HER EXPENSE)MAKING ANY AND ALL ADJUSTMENTS RESULTING FROM WORK HEREUNDER. SPLITS. F.PRIOR TO PLANTING,THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL 3.9 FLATTED GROUND COVER PLANTING AREAS SHALL BE THOROUGHLY MOISTENED TO A DEPTH OF 24 INCHES. 2.5 TREE STAKES 0 G.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND A. ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS,AND CERTIFICATES OF INSPECTION OF PLANT MATERIALS THAT MAY BE REQUIRED BY FEDERAL, A.TREE STAKES SHALL BE 2"DIAMETER BY 10'LONG NEW LODGE PINE POLES TREATED WITH SHALL BE SPACED AS NOTED ON THE DRAWINGS. O O STATE,OR OTHER AUTHORITIES.COPIES OF PERMITS AND INSPECTION CERTIFICATES SHALL COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 6. ROOTED CUTTING SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE BE FURNISHED TO THE OWNER WITHOUT CHARGE. FLATS UNTIL TIME OF TRANSPLANTING.AT TIME OF TRANSPLANTING THE SOIL SHALL (f'� H. PROTECT BENCH MARKS,EXISTING STRUCTURES,FENCES,ROADS,SIDEWALKS,LAWNS, PART 3: EXECUTION CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING J AND OTHER FINISH SURFACES AGAINST DAMAGE FROM EQUIPMENT OR OTHER PLANTING PLANTS FROM THE FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE Z L U OPERATIONS.REPAIR ANY DAMAGE AT NO COST TO OWNER. 3.1 SCHEDULING AMOUNT OF SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE 0 ROOT SYSTEM. A.PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, C. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT OR WILT BEFORE OR DURING 0 � z 1.3 SUBMITTALS PLANTING.WILTED PLANTS WILL NOT BE ACCEPTED. GRADING,SOIL PREPARATION,WEED CONTROL AND SPRINKLER INSTALLATION. U � EL. OBTAIN,PAY FOR,AND SUBMIT TO THE OWNER'S AUTHORIZED REPRESENTATIVE AN D.AT THE TIME OF PLANTING EACH GROUND COVER PLANT,THE EARTH SHALL BE FIRMED AGRICULTURAL SOIL ANALYSIS REPORT FROM AN AUTHORIZED SOIL TESTING AGENCY PRIOR TO 3.2 PRE-PLANTING SUFFICIENTLY TO FORCE OUT AIR POCKETS.WATER GROUND COVER BEDS IMMEDIATELY COMMENCEMENT OF WORK.SOIL AMENDMENTS LISTED BELOW ARE SUBJECT TO CHANGE AFTER PLANTING. O LLI z LU PER THE SOIL ANALYSIS. A.APPLY"ROUND-UP"SYSTEMATIC HERBICIDE(OR APPROVED EQUAL)PER U 0 3.10 MULCHING B.1F A PLANT IS FOUND NOT TO BE SUITABLE OR AVAILABLE,THE CONTRACTOR SHALL MANUFACTURER'S SPECIFICATIONS TO EXISTING UNDESIRED VEGETATION TEN(10)DAYS N O NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING PRIOR TO BIDDING. PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. A.WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND z \U THE OWNER'S AUTHORIZED REPRESENTATIVE WILL SELECT A SUITABLE ALTERNATE B.ALL AREAS TO BE PLANTED,WHICH HAVE A SLOPE OF 4:1 OR LESS SHALL BE DRESSED,MULCH ALL SHRUB AREAS WHICH HAVE A SLOPE OF 4:1 OR LESS WITH A 2 INCH (n AND/OR INFORM CONTRACTORS OF THE AVAILABILITY OF THE PLANT. CROSS-RIPPED TO A DEPTH OF SIX(6)INCHES AND SOIL AMENDMENTS SPREAD EVENLY AS LAYER OF TAN DG MULCH.MULCH FLATTED GROUND COVER BEDS PRIOR TO PLANTING. J n C.SUBMIT PHOTOGRAPHS FROM THE NURSERY OF TREES TAGGED FOR SHIPMENT AND SPECIFIED AND THOROUGHLY BLENDED-IN PER 1,000 SQUARE FEET. O LU d �- (V INSTALLATION ON THIS PROJECT. PHOTOGRAPHS SHALL SHOW TREES OF SIZE AND C.SLOPES STEEPER THAN 4:1 SHALL BE RAKED SMOOTH,BUT SHALL NOT RECEIVE SOIL U W Q z BRANCHING STRUCTURE TYPICAL OF THOSE SUPPLIED FOR EACH SPECIES.THE OWNER'S AMENDMENTS(EXCEPT IN PLANT PITS)UNLESS SPECIFIED ON THE PLANS OR AS REQUIRED 3.11 PROTECTION AND CLEAN-UP Y cc z AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO REJECT PLANT MATERIAL ON BY THE LOCAL GOVERNING AGENCY. Z Q G 0 -4SITE WHICH DOES NOT MEET THE STANDARD ESTABLISHED BY THE APPROVED D. MAINTAIN PROOF OF DELIVERY FOR ALL PLANTING AMENDMENTS ON-SITE AND AVAILABLE A.THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS -I U PHOTOGRAPHS. FOR INSPECTION UNTIL ACCEPTANCE OF THE ENTIRE INSTALLATION. INCLUDED IN THE CONTRACT,INCLUDING LAWN AREAS,PLANT MATERIAL,SUPPORTS,ETC. O LL J LLI Z UNTIL FINAL ACCEPTANCE BY THE OWNER.REPAIR AND/OR REPLACE ANY DAMAGED AREAS 0 w d Q 3.3 FINISH GRADING AT NO ADDITIONAL COST TO THE OWNER. U 1.4 MODIFICATIONS J B.AFTER PLANTING OPERATIONS ARE COMPLETED,THE CONTRACTOR SHALL REMOVE ALL U 13� U-) a A.DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS. A.CONTRACTOR SHALL COORDINATE ALL FINISH GRADING WORK WITH GENERAL CONTRACTOR. TRASH,EXCESS SOIL,EMPTY PLANT CONTAINERS,AND OTHER ACCUMULATED DEBRIS FROM PLANTING SHALL BE LOCATED WHERE SHOWN ON THE PLANS EXCEPT WHERE THE SITE.LEAVE THE SITE IN A CLEAN,WASHED CONDITION,REMOVING ALL UNUSED �/ U z OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE ENCOUNTERED,OR AS APPROVED BY B. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE MATERIAL,TRASH,AND TOOLS. THE OWNER'S AUTHORIZED REPRESENTATIVE. ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. L B. EXACT POSITIONING OF BOX TREES WILL BE DETERMINED IN THE FIELD. POSITION C. RAKE-OUT AND REMOVE ALL ROCKS 1/2 INCH DIAMETER OR LARGER FROM THE TOP TWO 3.12 INSPECTIONS Ln MATERIALS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. INCHES OF FINISHED GRADE,EXCEPT ON SLOPES STEEPER THAN 3:1. Z 0 D. FINISHED GRADES SHALL BE MIN.4"BELOW BUILDING STUCCO SCREEDS AND MIN.1"BELOW A.THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE AND SET APPOINTMENTS FOR THEREVIEW OF THE FOLLOWING OPERATIONS BY THE OWNER'S AUTHORIZED 0 Q FINISH SURFACES OF HARDSCAPE PAVING AND CURBS IN SHRUB PLANTING AREAS.WHERE REPRESENTATIVE: U 0 PART 2: PRODUCTS SOD IS TO BE LAID NEXT TO CONCRETE PAVING AND CURBS,FINISHED GRADE BEFORE SOD 2.1 PLANTING MATERIALS INSTALLATION SHALL BE 1-1/2 INCH BELOW THE TOP.AT LOCATIONS WHERE DRAINAGE IS TO 0 FINISH GRADING 0 A. PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES AND SHALL FLOW ACROSS HARDSCAPE,THE GRADE SHALL BE FLUSH,OR NO MORE THAN 1/2"BELOW 0 REVIEW OF PLANT MATERIAL AFTER DELIVER TO THE SITE c z BE SYMMETRICAL,SOUND,HEALTHY,VIGOROUS,AND FREE OF INSECT PESTS,PLANT THE HARDSCAPING. 0 TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES O DISEASE,AND INJURY.TREES SHALL NOT HAVE CROSSING BRANCHES OR WEAK BRANCH E. MAINTAIN A MINIMUM 2%SURFACE DRAINAGE AWAY FROM ALL BUILDINGS AND SITE WALL 0 GROUND COVER LINES AND HEADERBOARD PLACEMENT STRUCTURES ATYPICAL OF THEIR SPECIES. FOOTINGS IN PLANTING AREAS. FINISHED GRADES SHALL BE RAKED AND SMOOTHED TO 0 PRE-MAINTENANCE PERIOD WALK-THRU 0 B. ROOT BOUND PLANT MATERIAL IS NOT ACCEPTABLE. FIVE GALLON PLANTS AND LARGER ELIMINATE PUDDLING OR STANDING WATER AND ALLOW SMOOTH,EVEN FLOW. 0 POST MAINTENANCE/FINAL ACCEPTANCE WALK-THRU } SHALL BE GROWN IN THEIR CONTAINERS FOR A MINIMUM OF SIX MONTHS AND MAXIMUM OF F. FLOAT TURF AREAS WITH A FOUR(4')FOOT MINIMUM WIDTH FLOAT.ROLL ALL PROPOSED TWO YEARS.ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND POSSIBLE TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. B.IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF THE WORK,AND SAID WORK O REJECTION PRIOR TO INSTALLATION. IS SUBSTANTIALLY INCOMPLETE,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C.ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT OWNER'S AUTHORIZED REPRESENTATIVE'S HOURLY CHARGES AND PER DIEM. U LIST,WHICH ARE MINIMUM ACCEPTABLE SIZES. 3.4 LAYOUT AND SPACING D.SUBSTITUTIONS FOR INDICATED PLANT MATERIALS WILL NOT BE PERMITTED WITHOUT 3.13 COMPLETION AND WALK-THRU THE PRIOR WRITTEN APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. A.STAKE LOCATIONS OF TREES AND OUTLINE PLANTING AREAS AS SHOWN ON PLANS. SUBSTITUTIONS ARE TO BE AT NO ADDITIONAL COST TO THE OWNER.IF ACCEPTED OBTAIN OWNER'S AUTHORIZED REPRESENTATIVE APPROVAL PRIOR TO EXCAVATION A.AT THE COMPLETION OF ALL WORK AS OUTLINED ON THESE PLANS,THE LANDSCAPE SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE ORIGINALLY SPECIFIED,THE OF PLANT PITS.THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE TO INTERCHANGE OR SHIFT PLANT LOCATIONS PRIOR TO PLANTING. SCHEDULE A REVIEW OF SAID WORK("WALK-THRU")TO DETERMINE THAT ALL ASPECTS OF CONTRACT. WORK ARE COMPLETE.WORK MUST BE FULLY COMPLETED ACCORDING TO ALL DRAWINGS E.IN ALL CASES,QUANTITIES OF PLANT MATERIALS SHALL BE FURNISHED AS NEEDED TO B.WHEN PLANT MATERIAL IS SPACED IN ROWS,THE TOTAL DIMENSION SHALL BE VERIFIED, AND SPECIFICATIONS,AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO COMPLETE THE WORK AND INDICATED THE DRAWINGS,INCLUDING SEEDING, COMMENCEMENT OF THE MAINTENANCE PERIODS. AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA.WHEN PLANT MATERIAL Uj REDRESSING,AND MAINTENANCE(REPLACEMENTS) EMENTS)DURING THE CONTRACT PERIOD. IS SHOWN IN A LOOSE PATTERN,THE CONTRACTOR SHALL SPACE MATERIAL AS SHOWN ON Q THE PLANS AND DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 3.14 MAINTENANCE AND ACCEPTANCE C.GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSION SHOWN ON 2.2 PLANTING MIXES,SOILS AND FERTILIZERS THE PLANS. A.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE 0 A.THE FOLLOWING SOIL AMENDMENTS(ITEMS B&C BELOW)ARE TO BE USED AS THE BASIS 3.5 PLANT MATERIAL INSPECTION CONTRACT DURING THE PROGRESS OF THE WORK,THROUGH THE ESTABLISHMENT PERIOD, FOR BIDS.ONCE SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES AND UNTIL FINAL ACCEPTANCE OF THE WORK. ESTABLISHED,THE CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED A. REVIEW BY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THE PLANTS UPON B.THE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY(90) REPRESENTATIVE A SOILS TEST MADE FROM THE SURFACE AND SUB-SURFACE DELIVERY SHALL BE FOR QUALITY,SIZE,AND VARIETY ONLY,AND SHALL NOT IN ANY WAY CALENDAR DAYS AFTER APPROVAL OF COMPLETION AND NOTIFICATION IN WRITING OF THE (18 INCHES BELOW GRADE)SOIL BY AN APPROVED AGRICULTURAL LAB.THE REPORT SHALL IMPAIR THE RIGHT OF REJECTION FOR FAILURE TO MEET OTHER REQUIREMENTS DURING START OF THE MAINTENANCE PERIOD.THE MAINTENANCE PERIOD SHALL INCLUDE THE INCLUDE Ph,N/P/K,SAR,ECE,BORON LEVELS,AND SOIL PARTICLE EVALUATION.ACTUAL SOIL PROGRESS OF THE WORK. FOLLOWING SCOPE OF WORK: AMENDMENTS TO BE INSTALLED MAY BE ADJUSTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BASED ON THE FINDING OF THE REPORT. LOAMEX,AND SARVON AVAIL. 3.6 PLANTING 1. DAILY WATERING OF ALL PLANT MATERIAL. FROM JOHN DEERE LANDSCAPES(800)347-4272. 2.REMOVAL OF ALL WEEDS FROM PLANTING AREAS. A. PLANT PITS SHALL BE AS SHOWN IN THE PLANTING DETAILS. ROUGHEN SMOOTH PIT 3.REPLACEMENT OF ANY DEAD,DYING OR DAMAGED TREES,SHRUBS,OR GROUNDCOVERS. B.GENERAL SOIL PREPARATION,AMOUNT PER 1,000 SQUARE FEET: WALLS CAUSED BY AUGURING HOLES.SLICK PIT WALLS CAUSED BY AUGURING IN TO WET 4.RE-SEEDING OR RE-SODDING OF DEAD OR DAMAGED TURF AREAS AT TEN DAY INTERVALS. SOIL WILL NOT BE ACCEPTED. 5. PROPER ADJUSTMENT AND MAINTENANCE OF THE IRRIGATION SYSTEM. GROUND COVERS: 3 C.Y.OF LOAMEX B. PLANT MATERIAL WITH ROOT BALLS BROKEN OR CRACKED PRIOR TO OR DURING 6.FILLING RECOMPACTION,AND REPLANTING OF ANY ERODED OR SETTLED AREAS. LAWNS: 4 C.Y.OF LOAMEX PLANTING OPERATIONS SHALL NOT BE PLANTED. 7.WEEKLY REMOVAL OF ALL TRASH,LITER,CLIPPINGS AND FOREIGN DEBRIS. 80 LBS,OF AGRICULTURAL GYPSUM C. EACH PLANT SHALL RECEIVE"AGRIFORM"(OR APPROVED EQUAL)PLANT TABLETS AS 8.MOWING OF LAWNS ON A WEEKLY BASIS. 50 LBS.OF MILORGANITE FOLLOWS(EVENLY SPACE AROUND ROOT BALL): 9. REMOVAL BY SHOVEL CUTTING OF LAWN WITHIN 1 FOOT OF THE BASE OF TREES OR 15 LBS.OF BEST TRIPLE PRO 15-15-15 OR 15 LBS.OF BEST 6-20-20XB SHRUBS LOCATED IN LAWN AREAS. 1 GALLON CONTAINER 1-21 GM 10. DISEASE,INSECT AND RODENT PREVENTION AND CONTROL MEASURES. C.SOIL PLANT BACKFILL FOR CONTAINER PLANT MATERIAL(UNLESS SPECIFIED OTHERWISE 5 GALLON CONTAINER 3-21 GM 11.AT 30-DAYS AFTER COMPLETION OF PLANTING APPLY AMMONIUM PHOSPHATE AT THE ON PLAN AND SUBJECT TO CHANGE PER SOILS ANALYSIS)SHALL BE A THOROUGHLY BLENDED 15 GALLON CONTAINER 7-21 GM RATE OF 5 LBS.PER 1,000 SQUARE FEET TO ALL PLANTING AREAS. MIXTURE OF THE FOLLOWING PER YARD OF EXISTING SITE SOIL. PER 6 INCH BOXED TREE SIZE 4-21 GM 12.AT 60-DAYS AFTER COMPLETION OF PLANTING APPLY 16-6-8 FERTILIZER AT THE RATE OF 6 LBS.PER 1,000 SQUARE FEET TO ALL PLANTING AREAS. .25 C.Y.OF LOAMEX D. BACKFILL PIT WITH PLANTING MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 10 LBS.OF AGRICULTURAL GYPSUM C.ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER,REPLACE UNSUITABLE BACKFILL TO FINISH GRADE AND TAMP FIRM.FORM A SHALLOW BASIN AROUND EACH PLANT PLANTS,WEED,OR OTHER WORK OF THE MAINTENANCE PERIOD WILL NOT BE CREDITED O 10 LBS OF L TE 1 LB.OF SOIL MOIST OIST E. REMOVE AS DETAILED.MOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALL OR FENCE TOWARDS THE COMPLETION OF THE PERIOD.PLANTS AND LAWNS WHICH DECLINE DUE TO 1 OZ.SARVON SOIL PENETRANT LACK OF CONTRACTOR MAINTENANCE SHALL BE REPLACED BY THE CONTRACTOR AT HIS 1--I WITH GREEN PLASTIC VINE TIES. EXPENSE. 1 OZ.SUPERTHRIVE HORMONE F. REMOVE NURSERY STAKES FROM ALL CONTAINER STOCK. PRUNE SIDE GROWTH ON FERTILIZER TABLETS PER SPECIFICATIONS TREES ONLY AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE D. PRIOR TO THE END OF THE MAINTENANCE PERIOD,AGAIN CONTACT THE OWNER'S G.CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 12 INCHES OF SPRINKLER HEADS. AUTHORIZED REPRESENTATIVE TO SCHEDULE A FINAL REVIEW("WALK-THRU").THE OWNER D.IMPORT SOIL OR TOPSOIL SHALL BE NATURAL,FRIABLE SOIL POSSESSING THE SAME H.SHRUBS AND TREES SHOWN IN PLANTING AREAS SHALL BE UNDER-PLANTED WITH MUST ACCEPT ALL MAINTAINED AREAS IN WRITING TO RATIFY THE END OF THE L U CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE TOPSOIL FREE FROM SUBSOIL, GROUNDCOVER SHOWN BY ADJACENT SYMBOL,TO WITHIN 12 INCHES OF MAIN PLANT STEM. MAINTENANCE PERIOD. BRUSH,OBJECTIONABLE WEEDS,ROCKS,ORGANIC DEBRIS,AND CLAY.SOIL SHALL BE FREE I.UPON COMPLETION OF THE WORK,ALL TREES AND SHRUBS SHALL HAVE HAD ANY BROKEN E.IF,DURING THE MAINTENANCE PERIOD,ON SITE OBSERVATIONS BY THE OWNER'S OF TOXIC SUBSTANCES,SOIL STERILANTS,AND SALTS. DO NOT PROVIDE SOIL FROM BRANCHES REMOVED AND INJURIES REPAIRED.CLEAN AND RE-CUT WOUNDS OVER 3/4 AUTHORIZED REPRESENTATIVE OR OWNER DETERMINE THAT PROPER MAINTENANCE ROADBED EXCAVATIONS. INCHES AND COAT WITH TREE WOUND PAINT. PROCEDURES ARE NOT BEING FOLLOWED,THE CONTRACTOR WILL BE NOTIFIED IN WRITING. CORRECTIONS SHALL BE MADE WITHIN TWO WORKING DAYS OF NOTIFICATION,OR THE OWNER MAY ELECT TO EXTEND THE MAINTENANCE PERIOD BEYOND 90 DAYS,SUCH pSC7ap EXTENSION BEING EQUAL TO THE AMOUNT OF TIME REQUIRED TO CORRECT THE �p.N F q MAINTENANCE PRACTICES. =y�Q j.LONICRo�yf� 55 U m 09/3022 XE E%P.DATE 08/20/2021 'tom DATE Q� OF CALIF DATE:08/20/2021 SCALE:SEE SHEET Call before you Dag JOB#21-049a i"Call�oa0v. DRAWN: KTL/MD 90 0 6 SHEET: LP-OG 1-800-zz7-2600 14 OF 14 0812012021 EARTHWORK QUANTITIES: CONCEPTUALCUT= 609 CY. GRADING ((��]f R A D I N G PLAN LAN F O R FILL=6,742 CY. IMPORT=6,133 CY. NEW COMMERCIAL BUILDINGS, CORYDON ROAD, QUANTITIES SHOWN ARE APPROXIMATE LAKE ELSINORE, CALIFORNIA ENGINEER'S CALCULATED EARTHWORK IES AND ARE FOR ATIT NDNESTIMATING PURPOSES ONLY.NG APN: 370-080-006, 007&020 BENCH MARK: 1'1P OPEN (1262.51FS) (1263.93FS) THIS TOPOGRAPHIC SURVEY WAS PERFORMED ° SW48'08"W 100.00' S35'48'08"W 100.00, S35"48'08"W 148.50' BY SPIRO LAND SURVEYING ON 04/01/2021. HORIZONTAL CONTROL WAS ESTABLISHED BY P.M. 21/82 AND SHOULD NOT BE USED FOR I Fence MAPPING PURPOSES. VERTICAL CONTROL WAS . ESTABLISHED PER RIVERSIDE COUNTY BENCHMARK E-3-80, ELEVATION 1265.00' NGVD29 DATUM. I p ° p ° p ° p 1 3 1z6.3.4Tc 4FS ° 2 .13T I SECTIONS AND DETAILS: III PLEASE SEE SHEET 2 FOR SECTIONS AND DETAILS. I � 12 2 12/ I• z \\� 2s � 12 � (1263.21 F5) o p o 262.91F5) � // \ o CONSTRUCTION NOTE: �\VI,I � / M o � i.o%' 1,163.40TC N 1.OS 2.3% 1263.40TC Ol PROPOSED A.0 DRIVEWAY. n 2 ZJ� 262.90FS 262.9oFS -` »>...... / O PROPOSED 6"P.C.C.CURB PER STD N0.200. 2.4% -- -- �1263- \✓ oI iV O3 PROPOSED 2'P.C.C.GUTTER DETAIL ON SHEET__ I :M `• �� II N ;•7.''` : 263.OFS rn 1263.00F5 12fi.00PS .,r; •;\;;; •, 12 3.00FS 1263.0 FS ® PROPOSED FIRE HAMMERHEAD TURN AROUND. I cin QS PROPOSED WATER QUALITY BASIN 2'DEPTH. ? '' 1.0% 1.0% 2 1263.20TW0.50'HT HTRTM 12fi2.70FG © PROPOSED GRAVEL DRIVEWAY AREA. i • �" I 7263AOF 1267.00FS 3 III OPROPOSED 3' MAXIMUM HEIGHT PROPOSED 1263.93TC ` � \ 126.00PS PROPOSED CONCRETE STEPS. 1267.00FS ORETAINING WALL. CONCRETE STEPS. 1263.43FS ,: 1263.94TC NO.8 STEPS) 8 EXISTING FENCE TO BE REMOVED. o.s% (N0.8 STEPS) III 1264 1.0% : \1263.44FS I 1264 9'x20' ACCESSIBILITY ACCESS BAY w/BLUE STRIPES. PAINT c� \ PROPOSED CONCRETE STEPS. O "NO PARKING" WITHIN ACCESS AISLE. USE 12"MIN. HI. LETTERS •: I \ (No.8 STEPS) �I THAT ARE VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 2.0% 2 �I� Ex C. $n- ( \\ 4'MINIMUM WIDTH A.D.A. PATH OF TRAVEL, NOT o \\ 10 TO EXCEED 5%SLOPE IN DIRECTION OF RUN AND 26¢ \ o- III 12s51 1.0% 2%MAXIMUM IN CROSS SLOPE PER STD. ,� M 0.9% it PROPOSED ACCESSIBLE TRASH ENCLOSURE. •: W R BIB- III X C A \ \ PROPOS BUILDING 1 126Z02TC PROPOSED BUILDING 2 1266 \ 12 PROPOSED CURB CUT PER DETAIL ON SHEET 02. = 1267 00 zosic 266 1266.52F5 1 FF= 1267.00 PE= 1266.33 toR SCP � dg 1_0% \ o PE= 1266.33 \ 1266.76TW2.76'HT 1267.00F5 ° I 1264.00FG 1267.00FS IX ELEC MTR` i 1267 1 7266.88TC c 287.00FS n 1 3% N I WTR P 13 i 263 / 2.0% 2:0% �z.a% Ex Cond I 1266.76TC I o d�(I C ✓III\� 0"CF 1267.0 FS o 1266.80TW 2.71'HT 1264.09FG sr G•. I III \ \a 1267.00FS \ ` o 267.00F5 PARCEL 4 III \ 1266.67 C + 2.0% c� �' c 1266.17E o 7 F 1.0% olI -3 1.0 TREE 40\50 f� 1267.00TC ; 1y08 D_ 1266.50FS - -- -Al - A1-- \ _ •• 1267.00FS 0 N �I 1267.00FS I � i 1 67.03TC L 1267!03TC\ 10 P End C.L.Fe 1 66.53FS 1 12s 3FS W I / III I.o% �; 1267.00FS O 6a'/ (WTR BIB -o O p 1267.O0F5 `• 1.0% III T `• �'xti \ g ' G2� 2 8' 0 0 267.01Tc III 1266.91TC a 2.0% 266.51FS I �•I 5 1266JNFS ---- \ - N LIMIT OF FEMA ZONE AE(1266 FEET) r \ __ 2 cil ��- 12 '.', Z Ex C.L.Fence \`� � M zszoaps o% II Ej;o%Sh 1z66.89T5 I al 1.0% s.eorc NI z 7 0 1266.47F5 1266.59TC {Js6.6 TC 1266.62TC 12 6.82F5 6.30F5 0 1266.29TC 0 I EX Ship o 1266.09FS 10 126 OFS 1265.79FS p 1267.00FS 1264.72TW0.50`HT 1266.03TC 0"CF 0"CF 10 COY1tOlY121" R BIB 0"CF, ; 66.69TC 1266.29TO 1264.22FG inE 25 • •• 66.19F5 1265. S o 4.8% 3.9% 1.0% 3.9% 1_0% LN 5.0% mA 5.0% q ' 'a° LIMIT OF FEMA ZONEX(0.2%CHANCE `ems •"' 0.0% :`b'°•. 1 67.49T OF 12: MAXIMUM FLOODING) p `a`••.;; 6.9 TC 1266.29TC 1266.iTC 1 66.99E Nd, bt ,,` 1266. FS 6.4 FS o 0"CF ,rs`, 1 66.81T 1266.1F5 `1266.60TC a, ,,A:'CF, 126fi 9 N S of 1266.30TC I/ 66.31E gy y,, •,0"CF I v> W STUB..,`;•n G� 12 .2 TC o a '�I XI Sti 0"CF 0" 2 (1264.93FS) 126 III� 1266.65TC 126 0" Y1 g 1266.49 OC '� 0"CF 0"C 1 1 66.66TC 126 X ELEC - EC MTR 1 66.i6F5 6 _4.9%i___ _ __ta%____ 0.5% - os% _ -i.0% EX (2) GAS MTR EX GAS MTR _ _- -0.5%___ ___ _ ___.,0.5% §_0.5%__ -0.6%---_______0.5%__- \ 1268.75TC W R BI I:I - - - - WTR BIB 126.• ------ ----- ---- - \-- 1265.E-- _- _- -- 1265.17TC 1268.25F5 2 EX GAS MTR FL65P6 1266.85TC - P nf 2 0 \ III ° FLAP 1265.94TC 1264.67FS B\ 126.55 III o o� ,nl 1265.44FS iz B. N� � 0 2 ce - 0"CF � 6t m a o oI �;. m � \N : o� � �l `::;'• M 0 CF 126.26TC 2 .09T I� N 266.7TC •.. n 126.TEES 1 .59E .266.7F5 `726. 2 C 1 66.62T 1 126591TC Ex C.L.Fence `126.19F5 126 4 FS Iz B .�'26.8z C j 1,Lg6 ,1267 • - _ o - , 266.31 C 1 66.12E 1 65.6F cn 126591 FS 1 .11E 266.31 S (I268.86FS) �`,'` III • 1,` 126E,� 126E I n g ^ TC 0• 1266 Ex C.L.Fence ,. ,1265 , .. ,.• III v' 1265 126 99 :1 CUT SLOPE sae e�^;,osao o=a•�^ Ex Gate Mt,PEP •=' e=:= evpvellv......•vaveaveve.•,p,opaeeeglC 6,a,6;eBeoe::aeB: e:;:;:§:;:;:;e§e1:;:eslal:;:;s= .•o e.a o 0 6^a e o° °,.° •. • •,..••,•:a e=;.,.p o.o 0 0°:•.•.•.•.•.•.°°• 1265 t 1269.08TC N I � P o tr �e�a�:MB;°°�s�e�exe.°s•o•o•a•o°,a,o;o•a•a•o•o=a FH 0 o \ x 0"CF ,d� I 1 P 1265 ••••••• TELE RSR T2821 `. •..,' A •• 69a8 •�` I 6. ..,Rrw':1(i QE`BBDJCATeD / -o 10.8% - �\qx MT1y Bx 4s% 1zs9 _ lu ELEC H\0 (1269.84FS) n Ex Gate I� 3 a Ex Gate 1267 Ex Ma B. - 1zs9.1zrc �g PROPOSED TAPER I N3548'08"E 100.001'269.20TC N35"48'08"E 1-O0:e0-' TELE RSR / - SMH- O `� 268.70FS (1268.27FS) 3 268.62FS) 126,a- - (1268.O6FS) ------- FND 1"IP LIMIT OF FEMA ZONE AE 1266 FEET UMIT OF FEMA ZONEX(0.2%CHANCE -\ SDMH AB OPEN 11�� _ I ( ) --------OF"P1.MAXIMUM-FtOODIbLGG)- �..�.1 %. B. \ I+� ----0 ��- a W Ex AC Brm I- -- --- 1209 --__-___--` UNIT OF FEMA ZONE AE(1267 FEET) ��WV \ 9e 0.. w ��yy�y Ex Ed Pvmt ' N \\ Pvmt WV \ (M (w) (WI (wn (wi (wJ (w) (wJ (w) (w, (. W W o W - - - - - �ND 1"IP - - - - - Ex Edge Pvmt EDMH iv // Ex Edge Pvmt PP OPEN 20 10 0 20 40 - /-PP 4463955E SCALE 1"= 20' FEET Underground Service Alert NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEAL: BENCHMARK: CITY OF LAKE ELSINORE SHEET N0. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH /+ A GRADING PERMIT HAS BEEN ISSUED, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR VEMRA ENGINEERING INLAND,INC CONCEPTUAL GRADING PLAN S� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED 27393 YAEZ RD SURE 139 PHONE(951)p52-7p2 Call: TOLL FREE LFRmo s.o.VIIITUR NEW COMMERCIAL BUILDINGS,CORYDON ROAD, THE PRIVATE ENGINEER AC SIGNING F DE PLANS IS RESPONSIBLE TRECULA,CA92591 SEE ABOVE 1-800 FOR ASSURING THE ACCURACY OF DESIGN I CREPANCIES N. 66532 LAKE ELSINORE, CAUFORNIA OF THE WORK HEREON.IN THE EVENT D DISCREPANCIES 2272600 ARTS NG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, Exp. 06-30-22 y PREPARED BY: APN: 370-080-006, 007&020 OF_SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR FOR DETERMINING REMON HABB RCE 8315E DATE CIVIL R.C.E.N0. 66532 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE BY MARK APPR DATE ACTING CITY ENGINEER 3?,q �cP TWO WORKING DAYS BEFORE YOU DIG APPROVAL eT THE qn ENGINEER REVISIONS: CITY a' F WILFREDO S.D. VENTURA DATE: 7/22/2021 SCALE: SEE PLAN FOR: WA.� FILE No. 1280 1280 w w I I z z J J C7 C7 1275 1275 m m I I .� � 3"CONCREFE OR 3" 2500 AIR PROPOSED I VALLEY GUTTER: 1.PLACED W WELDED WI s"X6" GRADE PROPOSED CURB NO SCALE 4WX1.4W WELDED WIRE MESH 1270 1270 FF= 1 67.00 PE= 1266.33 2.61 0.5% — —1.0% — 1265 I _ _ — — — — — U 1265 4' (MIN) NOTCHED CURB INLET o% os%_ — — — PROPOSED 2' GUTTER zD o 1. EXISTING FILLET R/4 3' MIN GRADE PROPOSED WATER 1260 = QUALITY BASIN 2' DEPTH 1260 c0 J FS= 1264.50 z)¢ U 0 1255 1255 PCC CURB COBBLES ( BURY Y3 MIN) PCC CURB NOTCHED INLET NO2 BACKING ROCK COBBLES TO 1+00 2+00 3+00 4+00 5+00 SLOPE TO CURB DISSIPATE ENERGY (PER PLgN) SLOPE PER PLAN SECTION A-A HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' MORTAR SETTING BED (OPTIONAL) CURB CUT DETAIL: NOT TO SCALE 1280 1280 w z J 1275 J 1275 m I I PROPOSED GRADE PROPOSED CURB 1270 PROPOSED BUILDING 2 1270 FF= 1267.00 PE= 1 66.33 24% 0.5% 1265 - 1265 _ J EXISTING PROPOSED 6" CURB J 1260 ~ GRADE PROPOSED 2' GUTTER L o 1260 c0 FS=� PROPOSED WATER 1264.04 a QUALITY BASIN 2' DEPTH 1255 1255 1+00 2+00 3+00 4+00 5+00 SECTION B-B HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1280 1280 qj w w _z z_ 1275 J 1275 CD 0 U C7 DO 00 PROPOSED DO Fr GRADE 1270 PROPOSE BUILDING 1 PROP SED BUILDIN 2 I 1270 FF= 1267.00 FF= 1267.00 PE= 1266.33 12.0% 1.3% 1.3% 2.0% PE= 1266.33 2.o% 1265 — — 1265 PROPOSED RETAINING WALL PROPOSED 2' GUTTER EXISTING MAX HEIGHT 2.76' _ GRADE 1260 J J r 1260 y J Q w� 1+00 2+00 3+00 4+00 SECTION C-C HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' Underground Service Alert N0 WORK CONTAIN AMIN THESE PLANS SHALL NOT NhENCROACHM NT PERMIT ND/OR THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: /+ BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. A GRADING PERMIT HAS BEEN ISSUED. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ° VENTURA ENGINEERING INLAND,INC CONCEPTUAL GRADING SECTIONS SZ CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED Coll: 101L FREE y 27383 YNEZ AD SU!!E 159 PFlONE 252-7632 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 3 0RED0 SD.V4lNR TBE-COLA CA 92591 SEE SHEET 1 NEW COMMERCIAL BUILDINGS, CORYDON ROAD, 1-800 FOR ASSURING THE ACCURACY OF DESIGN&ACCEPTABIDTY No 66532 LAKE ELSINORE, CALIFORNIA OF THE WORK HEREON.IN THE EVENT OF DISCREPANCIES 227-2600 ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, r Evp. 06-30-22 ♦ PREPARED BY: APN: 370-080-006, 007&020 OF_ SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REMON HABIB RCE 83156 DATE CIVIL p R.C.E.NO. 66532 AN ACCEPTABLEROVAL By SOLUTION AND REVISING THE PLANS FOR DATE BY MARK THE CITY. REVISIONS: APPR DATE ACTING CITY ENGINEER �q$a' s. Two WOPISING DAYS BEFORE YOU DIG ENGINEER CITY Fes' WILFREDO S.D. VENTURA DATE: 7/22/2021 SCALE: SEE PUN FOR: WOE RISE N0.