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HomeMy WebLinkAbout1652-L GENERAL NO IFS 1. AN work shoN be done M accordance with these plans, the Clty of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition, including its annual supplements of amendments. Contractor shall be familior with and shall be responsible for adherence to these Standards and Specifications. 2. All p1peffnes or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be the removed, replaced, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. COUNTY OF SAN BERNARDINO, CALIFORNIA J. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing focilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering Department prior to any encroachment or construction within any City of Rancho Cucamonga MONUMENT easement or right-of-way. 5. AN grade stokes shall be set by the Contractor or Engineer. Paving stokes shall be set at aN FOR hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other ut#ity laterals, mains, or crossings shall be - constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. When Improvements are to be placed on native so# which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 15 9. Estimate of quantities Is provided by the Engineer only for the convenience of the developer, Q the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. Q 10. City approval of plans does not relieve the developer from responsibility for the correction of JJ t� error and omission discovered during construction. Upon request the required plan revisions shall Q � W be promptly submitted to the City Engineer for approval. Z J W Z) CC CC 11. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout Y m = construction. Site shall be cleaned upon request of the inspector. ► V J 12. Contact all Utility Companies as required, 48 hours prior to excavation. Provided for ur convenience yen c r h following. eoetefollo ....... 1'a 9 h MARINO DR Q 6t STREET SAN A. Son Gabriel Valley Municipal Water District (818) 969-7911 E. Metropolitan Water District (909) 593-7474 Mr. Bob Stallings 700 N. Moreno Avenue MISSION �— RANCHO for Base Line Road Construction La Verne, CA 91750 � '' PARK DR ......... . B. General Telephone 1-800-483-3000 F. Comcast (909) 983-9895 ............... o CU CA M ON GA >: 1205 Dupont Street (Portion of Red HN) _..-. C. Southern California Gas Company 1-800-427-2200 Res. x 4th STREET P Y Ontario, CA 91762 216 N. Euclid Avenue 1-800-427-2000 Comm. . ............... . ...... ;..... ......................... ... ..:... . .. ............................... Ontario, CA 91762 G. Marks Cablevision (909) 987-6275 (f FOURTH STREET AT 1 15 FREEWAY 10808 Foothill Blvd 20 909 880-0222 ....,..: SI TE ( > . :� ONTARIO D. Cucamonga County Water District (909) 987-2591 -- 9641 San Bernardino Road Rancho Cucamonga, CA 91730 :,... � SIGN MONUMENT Rancho Cucamonga, CA 91730 .. 10 ............... .............. EXISTING SURVEY MONUMENTA RON AIRPORT DR. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS 1❑ CAL TRANS BRASS CAP LOCATED INTERSECTION OF CENTERLINES OF 4 TH STREET AND CHARLES SMITH AVENUE PROJECT LOCA TION UJ ................. ❑2 CAL TRANS BRASS CAP LOCATED AT THE BC ON CHARLES SMITH AVENUE APPROXIMATELY 340' NORTH OF J 4TH STREET ADDRESS. 4�C f. W 't R� ........................................................................... 3 CAL TRANS BRASS CAP LOCATED AT THE EC ON CHARLES SMITH AVENUE APPROXIMATELY 516 NORTH OF t Z D MONUMENT 2 ��. �f ,::..... .:...:.: :: :::: : : . ................... : ... .. ....:.....................:... 9629 BUFFALO AVE. oATEo—J�-/ 2zQ9� _— RANCHO CUCA M ON GA, CA 91730 v BRIAN L. JENS N R.C.E. NO. 30534 r :..::. . VICINITY M A P PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FlLEO BY A e o� Oi C AIDE QUALIFIED R.C.E. OR LS. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE .......... ...... USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD N. T. S. FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY BENCHMARK: SEE VICINITY MAP FOURTH STREET S.B.C.B.M. 01071 ELEV.= 975.280 BOLT IN TOP OF CURB AT SOUTWEST CORNER OF WINEVU-E AVENUE AND AIRPORT DRW NO. DESCRIPTION DATE BY � REVISIONS 0 20 40 so 120 Iso GRAPHIC SCAU IN FEE1` C" OF RANCHO =AA40PM SCALE: 1" = 40' STREET IMPROVEMENT PLAN FOR CrTY BOLMAWcowshi Fff LOCA TION MAP o N� COVER SHEET 4 Q q APPROVED BY / ' DATE ti ObTy 04MMEER r ` R.C.E. NO.� W Kik W.FHERI AN r, DESIGNED: �' RECOwIMElrDED z No. 2985 EM EDAW 0 CITY OF RANCHO CUCAMONGA Exp. 8-31-98 DR Vit 17875 Von Korman Ave., Suite 400 L— 1 6 Jj �P EM Irvine, CA 92614 SH OF q OF CHECKED: 949.660.8044 DRAWNG NO. EM FAX 949.660.1046 s�_L 2'-5" 30" 2'-5" 6 5 7 1"/,�3 Ir s" 7 b - -� _ (0 'Ia -Y,-�� ~ I °c U I 110 , M 0 10d 10 67 1 8~ _ 9 . _�—='�` .� i �--��i��1 �' •—� �� �� rim � c0 � � � '�� .--L�, `'��.�,�—_�l, � .r '�—�� ��—�' ill' i 1 1 • 13 •I ao ° . dAk e I v • 01 N 4 N � 10 EQ 18" EQ 8 1110 SECTION A ELEVATION SECTION B SECTION A SECTION B N • D HADCO MODEL #WA2HF240 (2) 4OW BIAX EACH, INSTALL PER MFG. RECOMMENDATIONS (PRIVATE — NOT CITY MAINTAINED). TYPICAL. 20 G'x 18" CONCRETE CURB W/ 2—#4 REBAR, TOP AND BOTTOM, 3" CLEAR (PRIVATE — NOT CITY MAINTAINED). Q REBAR #5 O 12" O.C. FROM TEM—ALT. BENT IN FOOTING. 33'-4" 04 REBAR #4 O 1 f O.C. 30'-4" 1 V_6" 50 12" HIGH LETTERS, 1 —INCH RECESSED INTO C.I.P CONCRETE. FONT: TIMES ROMAN PRISMATIC COPY. 01 COLOR SHALL BE "TEAL"; TO MATCH CITY SIGNAGE AT ARCHIBALD AND 4TH STREET. SHOP DRAWINGS FOR LETTERING AND LOGO, INCLUDING COLOR, STYLE, FINISH, AND SPACING, 5 9 6 7 SHALL BE SUBMITTED TO CITY OF RANCHO CUCAMONGA FOR APPROVAL. CONTRACTOR SHALL COORDINATE WITH CITY STAFF TO SECURE CASTING MOLDS FOR FABRICATING THE RECESSED LETTERS 'RANCHO CUCAMONGA' AS A PART OF CONSTRUCTION OF SPECIFIED SIGNAGE. © CAST BRONZE CITY LOGO — REFER TO DETAIL, SHEET L-3. = 0 CAST IN PLACE CONCRETE CAP. co . I ___ ____ ______ ___________ ___ ___ 4 ® CONCRETE FOOTING. LOCATE TOP SURFACE 1 -1/2 INCHES ABOVE FINISH GRADE. 90 G'-24" DIA RIVERSTONE FACADE, ATTACH WITH NON—CORROSIVE TIES IN GROUT BED. ROCKS SHALL BE SMOOTH, ROUND, FREE OF OBJECTIONABLE DISFIGURTATIONS, AND EXCESSIVE IRON CONTENT. 90% COMPACTED SUBGRADE. 1 © PVC SCHEDULE 40 CONDUIT SWEEPS AND ELECTRICAL JUNCTION BOX. INSTALL PER LOCAL ELECTRICAL CODE. 10/1 TO ELECTRICAL POWER SOURCE. REFER TO ELECTRICAL PLANS FOR CONTINUATION. `n © FINISH GRADE OF PLANTING AREA. PROVIDE POSITNE DRAINAGE AWAY FROM CONCRETE BASE. II to NOTE: ALL REBAR SHALL BE A MINIMUM OF T CLEAR OF CONCRETE EDGE. 2 zc0 N0. DESCRIPTION DATE BY REVISIONS it 8'-2" 17'-0" VII 1 OF RANCHO =AM�M STREET IMPROVEMENT PLAN FOR PLAN CITY BOUNDARY BTW 9�1 SIGN MONUMENT - PLAN , ELEVATION AND SECTIONS SIGNAGE DETAILS 1 = 1 / 4 APPRO" DAM 9ff OPW ENON� / ✓L.�t,�. CCC G R E No. am W HE IRAN DESIGNED: RE�OOM` °C No. 2985 EG EDAW U Exp. 8-31-98 DRAWW. 17875 Von Korman Ave., Suite 400 L-2 6 TJ Irvine, CA 92614 SH OF q OF CHECKED: 949.660.8044 DRAWING NO. EM FAX 949.660.1046 rOje&t Skeek -7 OF I V) sli z W 0 z w LA_ 3 0 > .s \ Q b A U T 0 N A T 1 0 N (n Z MONUMENT SIGN 71 SECURITY METAL RAIL 0 ., BY OTHERS .. ........ ......... .......... ..... 0 0 .. ...........................1.4................ C17 Al BOULDERS REFER TO NOTE: ON—SITE LANDSCAPE PLANS CONTRACTOR SHALL COORDINATE WITH CITY OF RANCHO CUCCAMONGA .. ......... ..... . ENGINEERING DEPARTMENT FOR THE FABRICATION OF BRONZE CAST MOLD OF THE CITY LOGO DETAIL FOR USE IN CONSTRUCTION OF . .......... ...... 000 . SPECIFIED SIGNAGE. .......................... ......... ................. ............................................... ........... ............... ..................................... ................... ......... ....................... .......................................... ....... ... 0 L0 SCALE: N.T.S. CITY LOGO DETAIL 7 20 0 0 711 ...711 C%4 c%4 \ 7 0 7 7 z 17 V�7 �N L ........ 7 7 7 /1 7 7 R/W ........... .......... ...... 0 7 7 7 7 7 C14 7 7 40 PLANTING REFER TO CITY R I GHT—OF—WAY 31 9_(ff ON—SITE LANDSCAPE PLANS 71 Of I A F0 U R T H S T R E E T Na DOMP110N DAM BY REVISIONS CRY OF RAND =AMONOA STREET IMPROVEMENT PLAN FOR NDS C" BCUMAF& J" NTW SIGNAGE SITE PLAN & LOGO DETAIL 49PROV0 BY J. DANIEL W. HERMAN CITY ENGINEER "' e '/zz PLQE. Na SM or No. 2985 DESIGPIM. RE Exp, 8-31-98 EG E DAW MAW 17875 Von Korman Ave., Suite 400 —3 6 JR Irvine, CA 92614 SH OF SCALE: 1 IT l'—T CHECKM. 949.660.8044 DRAWING NO. SITE PLAN Ms EM FAX 949.660.1046 1 � 5;L- L SIGN MONUMENT - STRUCTURAL DESIGN FOR AUTONATION SITE AT RANCHO CUCAMONGA A. WIND LOAD CALCULATION: USE: #5 AT 12" o.c. (VERT) - As = 0.301 sq.in. BASE STRUCTURAL (WORKING STRESS OPTION) PER UBC 1994 EDITION, CHAPTER 16, DIVISION II, (SECTION 1618), DESIGN WIND #4 AT 12" o.c. (HORZ) - As = 0.131 sq.in. TEMP, SHRINK = .0020 X A(g) = 0.576 sq.in. PRESSURE WILL BE CALCULATED PER THIS FORMULA: P = CeCggsIw TOTAL z As = 0.438 sq.in. > 0.432 sq.in. OK TOE: WITH: BASE: DRIVING FORCES AND OVERTURNING MOMENTS ON BASE: LENGTH = 2.42', THICKNESS = 2.00' MOMENT = 20001 Ce 1 .06 (EXPOSURE C) Cq 1 .4 qs = 12.6 Iw = 1 .00 DRIVING FORCES: TENSION (unreinf.) = 27 <= 96 ALLOW. V(plain) = 3 <= 55 ALLOWABLE P = (1 .06)(1 .4)(12.6)(1 .0) = 18.7 psf LONG TERM: P(earth) = 81 TOTAL LONG TERM = 81 PLAIN CONC. CALCS OK PER ACI318.1 & UBC 2615(1) BASED ON THICKNESS -s- B. SEISMIC FORCE FACTOR CALCULATION: SHORT TERM: P(wind) = 143 P(seis) = 1 ,199 GOV. SHORT TERM = 1 ,199 d =20.50 in.: k =.360 j =.880 o =1 .47 PER UBC 1994 EDITION, CHAPTER 16, DIVISION III, SECTION 1630, THE TOTAL DESIGN TOTAL = 1 ,280 As(REQ,O BY ANALYSIS) = 0.067 sq.in. As(anal) X 4/3 0.089 sq.in. LATERAL SEISMIC FORCE, Fp SHALL BE DETERMINED FROM THE FORMULA: SHORT TERM / LONG TERM = 1199 / 81 = 14.837 > 1/3 SO * DESIGNED As =0.089. RECALCULATED k =.081 j =.973 a =1 .62 Fp = ZIp Cp Wp fc = 120 < 1 ,125 OK fs = 13,568 psi < 20,000 OK WITH 3/4 COMBINED LOAD FOR SLIDING FORCE, GOVERNING = .75 (1 ,280) = 960 WITH: Z = 0.4 (ZONE 4) Ip = 1 .00 Cp = 0.75 Wp = WEIGHT OF THE STRUCTURE SHEAR = 533 # SHEAR STRESS = 2 psi < 55 OK Fp = (0.4)(1 .0)(0.75)(Wp ) = 0.3 Wp OVERTURNING MOMENTS: HEEL: C. COMBINED CONCRETE AND RIP-RAP WEIGHT CALCULATION: LONG TERM: M(EARTH) = 54 TOTAL LONG TERM = 54 LENGTH = 2.42', THICKNESS = 2.00', MOMENT = 1091 SHORT TERM: M(wind) = 838 M(seis) = 4,243 GOV. SHORT TERM = 4,243 TENSION (unreinf.) = 1 <= 96 ALLOW. V(plain) = -0 <= 55 ALLOWABLE WEIGHT OF REINF. CONCRETE STEM: (150)[(7.16)(1 .5) + (0.50)(2.5)] = 1 ,799 # - - PLAIN CONC. CALCS OK PER AC I318.1 & UBC 2615(1) BASED ON THICKNESS -3' WEIGHT OF MONUMENT FOOTING: (150)(4.50)(2.0) = 1 ,350 # TOTAL FOR 0/T SAFETY FACTOR & RESULTANT LOCATION TOTAL = 4,297 d =21 .00 in.: k =.360 j = .880 a =1 .47 WEIGHT OF GROUTED RIP-RAP: (180)[2(1 .0)(7.16)] = 2,578 # SHORT TERM / LONG TERM = 4,243 / 54 = 78.375 > 1/3 SO As(req'd BY analysis) = 0.004 sq.in. As(anal) X 4/3 = 0.005 sq.in. = 5,727 # WITH 3/4 COMBINED LOAD FOR SOIL PRESSURE, GOVERNING = .75 (4,297) = 3,223 * DESIGNED As =0.005. RECALCULATED k =.019 j =.994 a =1 .66 FOR THE MONUMENT STEM DESIGN WITH A GROUTED RIP-RAP DECORATION, THE fc = 26 < 1 ,125 OK fs = 13,285 psi < 20,000 OK AVERAGE WEIGHT OF THE REINFORCED CONCRETE WILL BE ASSUMED: RESISTING FORCES & MOMENTS (PER LINEAR FOOT OF WALL): SHEAR = -81 # SHEAR STRESS = 0 psi < 55 OK Wavg = 5,727/[(7.16)(1 .5) + (0.50)(2.5) + (4.50)(2.0)] = 273 #/cu.ft. ELEMENT WEIGHT X ARM = MOMENT BREAKDOWN OF 'WEIGHT' CALCS As BAR COMBINATIONS: SIZE AT INCHES o.c. (18 max) TRUNCATED TO INTEGER SEE COMPUTER PRINT OUT FOR FREE STANDING WALL DESIGN WITH SPECIAL EARTH 3 5.13 14 .01 X 2.42 X 110 0.089: # 3 AT 14, # 4 AT 18 CONCRETE WEIGHT. BASE 1 ,900 3.17 6,017 2.00 X 6.33 X 150 0.576: # 4AT4, # 5AT6, # 6AT9, # 7AT 12, # 8AT 16, # 9AT 18 D. MONUMENT SIGN CALCULATION: STEM 2 3.17 7 1 .50 X .01 X 150 (CONCRETE) USE: DIMENSIONS: STEM: HEIGHT = 0.01 ' FENCE 2,094 3.17 6,631 7.67 X 273 WIDTH AT BOTTOM = 1 .50' BASE: WIDTH = 6.33' (c) #5 AT 12" o.c. - ALT .BEND IN FOOTING - As = 0.307 sq.in. VERT ® HEEL 27 6 THICKNESS = 2.00' (i) .33 170 .333 X 81 #5 AT 12" o.c. (HORIZ) As = 0.307 sq.in. TYPE 3 WIDTH AT TOP = 1 .50' TOE TO STEM FACE = 2.42' c ( ) TOTALS 4,026 12,839 As = 0.614 sq.in. > 0.576 sq.in. OK AVERAGE WIDTH = 1 .50' HEEL TO STEM BACK = 2.42' (c) FENCE HEIGHT = 7.67' KEY: DEPTH = 0.00' (c) USING TOTAL LOAD FOR 0/T SAFETY FACTOR & RESULTANT LOCATION: M = 4297'# Bkfl SLOPE = 0 VERTICAL IN 1 HORIZONTAL (i) =INPUT, (c) =COMPUTED OVERTURNING SAFETY FACTOR = 2.988 > = 1 .5 OK. RESULTANT 'R': LOADS: ACTIVE EQUIV FLUID PRESSURE = 40 #/cf WIND LOAD = 18.7 #/sf ECCENTRICITY OF R = 1 .0451 ' TOE TO R = 2.122', R IS IN MID .330 <= 1/3 OK VERT SURCHARGE = 0 HORIZ SURCHARGE = 0 .75 COMBINED LOAD GOVERNS SOIL PRESSURE. 0/T M = 3223'# ECC. = 0.78' VERT LINE LOAD = 0 SOIL PRESSURES: TOE: 1 ,104 psf < = 2,500 OK HEEL: 167 psf < = 2,500 OK HORIZONTAL LINE LOAD = 0 3/4 COMBINED LOAD GOVERNS GOVERNS SLIDING AXIAL LOAD = 0 RESISTANCES AVAILABLE: FRICTION = 1 ,610 # LOAD ON TOE = 0 SEISMIC FACTOR = .3 COHESION = 0 # RESISTANCES: SAFE SOIL PRESSURE = 2500 #/sf PASSIVE = 560 # (MAX SLIDING COEF OF FRICTION = 0.400 SLIDING COHESION 0 #/sf P = 960 # VALUES) PASSIVE EQUIV FLUID PRESSURE = 280 #/cf TOTAL HORIZ. RESIST AVAILABLE = 2,170 # SAFETY FACTOR = 2.26 <= 1 .5 OK DEPTH FROM TOP OF BASE TO TOP OF PASSIVE RESIST. = 0.00' REQUIRED SAFETY FACTORS: OVERTURNING: 1 .5 SLIDING: 1 .5 REQ'D RESULTANT LOCATION: MID 1/3 VERTICAL COMPONENT OF DRIVING FORCE AT HEEL = .333 UNIT WEIGHTS: BACKFILL 110 PCF, BASE 150 pcf, STEM 150 pcf, FENCE 273 pcf ALLOWABLE STRESSES (OPTIONAL WORKING STRESS METHOD FOR CONCRETE): CONCRETE: Fc = 1 ,125 psi Fs = 20,000 psi Fv = 55 psi n =10 F'c = 2,500 psi STEM: LOADS ON STEM (PER LINEAR FOOT OF WALL) .01 FT. BELOW TOP: w _ FORCES: •'' LONG TERM: P(earth) = 0 TOTAL LONG TERM = 0 SHORT TERM: P(wind) = 143 P(seis) = 629 GOV. SHORT TERM = 629 COMBINED = 629 3/4 COMBINED = 472 GOVERNING = 472 No. DE MPTIOH DATE BY MOMENTS: REVISIONS LONG TERM: M(earth) = 0 TOTAL LONG TERM = 0 C" OF RANCHO =AMONGA SHORT TERM: M(wind) = 551 M(seis) = 2,415 GOV. SHORT TERM = 2,415 Qa � STREET IMPROVEMENT PLAN FOR COMBINED = 2,415 3/4 COMBINED = 1 ,811 GOVERNING = 1 ,811 C" BOLMAW EhMW 18.00" CONCRETE WITH d = 15.50" & #5 AT 12" o.c., As = 0.307 sq.in. ` CIV% ` STRUCTURAL CALCULATIONS (Pmax = 9664# Mmax = 7487'#) Hmax = 6.58' OF APPROVED BYDA7E AT 0.01 ' FROM TOP P = 472# M 1811= '# CrrY � l.�" �� Gl J No.M 1/ COMPUTED fc = 96 psi fs = 4,839 psi fv = 2.7 psi ALL OK oEscHEo-PBS&J EDAW L(d)('88 CODE =12.00" As(temp,shrink) = 18.00 X 12 X .0020 = 0.432 sq.in. POST, 9960 Indiana Ave. Suit. 14 BUCKLEY, Riverside, CA. 92503 DRAW17875 Von Korman Ave., Suite 400 L-4 6 SCHUH & Tel: 909/343-2161 CS Irvine, CA 92614 SH OF JERNIGAN Fax: 909/343-2170 CHECKED: 949.660.8044 DRAWING NO. DONELRINO PU64MtMG * SURYEYNIii 9 OONSTRUCTION SERVICES EM FAX 949.660.1046 Qre j mc-+ sti c c+ g o F l l SECTION 09910 EXTERIOR PAINTING PART 1 - GENERAL 1 .1 GENERAL CONDITIONS 1 .8 FINAL ACCEPTANCE: A. The requirements of the "General Conditions of the A. Review Date: Make a written request for review for 3.2 MIXING AND TINTING 3.5 WOOD PRESERVATIVES: Contract" and of Division 1 , "General Requirements", Final Acceptance at least five days in advance. Deliver all paints (and stains) ready-mixed to job site. Do shall apply to all work in this Section with the same not mix or tint on job site unless directed by Landscape A. Initial Application: Apply an approved wood force and effect as though repeated in full herein. B. Completion: Work will be accepted upon satisfactory Architect. preservative by brush or total immersion, to thoroughly completion of all exterior painting work. coat and soak the wood. Do not assemble any part of the 1 .2 SCOPE OF WORK 3.3 SURFACE PREPARATION: wood structure prior to application of preservatives C. Responsibility: Upon Final Acceptance, Owner will where they are required. A. Furnish all materials, labor, transportation, assume responsibility for maintenance of the work. Said A. General: services, and equipment necessary to furnish exterior assumption does not relieve Contractor of obligations B. Additional Application: When any framing, cutting, or under Warranty. 1 . Do not begin painting or finishing until the boring of treated timber is performed after treatment, painting as shown on the Drawings and as specified 9 P 9 9 g herein. surfaces to be painted or finished are in proper thoroughly swab all cuts, dips, and holes with the same 1 .08 WARRANTY condition in every respect. Do not paint or finish preservative specified for initial application. B. Work included in this Section: surfaces that cannot be properly prepared by the Obtain in written form all warranties of all specified painter for finishing until they are rectified. 3.6 PAINTING SYSTEMS: 1 . Surface preparation. materials from manufacturers. 2. Painting of steel. 2. Surfaces which cannot be prepared or painted as A. Prime and Finish Coats: Apply separately in strict 3. Painting of concrete. specified shall be immediately brought to the accordance with paint manufacturers' current printed 4. Application of wood preservative. PART 2 - PRODUCTS attention of the Landscape Architect in writing. specifications. 5. Painting of wood. 2.1 ACCEPTABLE MANUFACTURERS: Replace all unsatisfactory work caused by improper or defective surfaces, as directed by the B. Drying Period: Twenty-four to 36 hours for primers and C. Work related in other Sections: Dunn-Edwards Paints P.P.G. Industries Landscape Architect, at no additional cost to the finish coats or as recommended by paint manufacturers. Owner. 1 . Landscape Planting - Section 02900. Daly City, CA 94015 Sacramento, CA 95814 C. Shop Application: Prime and finish coats may be shop 2. Irrigation System - Section 02810. (415) 992-9660 (916) 452-3934 3. Apply preservative to all wood to be in contact applied where applicable and as acceptable to Landscape Frazee Paint & Wall Coverings Pratt & Lambert with ground or cementitious materials. Do not Architect. 1 .3 QUALITY ASSURANCE g apply preservative to wood with a moisture content San Diego, CA 92112 So. San Francisco, CA 94080 exceeding 25% as tested. 3.7 CLEAN UP: A. All references to manuals shall mean the current (714) 276-9500 (415) 589-5785 or latest editions as described below: B. Steel Surfaces: A. Keep all areas of work clean, neat and orderly at all Fuller O'Brien Paints Sherwin-Williams times. So. San Francisco, CA 94080 Sacramento, CA 95812 1 . Minimum surface preparation shall be near white "ASTM" - American Society for Testing and Materials - P P (415) 761 -2300 (916) 268-2511 blast cleaning, P "Specifying Cover by the Munsell System" g, SSPC-SP10-63T. B. Clean u and remove all deleterious materials and debris from the entire work area prior to Final Glidden Coatings & Resins Sinclair Paints 2. "Rondo" dimpled or depressed surface after Acceptance. "SSPC" - "Near White Blast Cleaning" - Steel Structures Sacramento, CA 95825 Los Angeles, CA 90051 P P �� P Pointing Council g cleaning. Remove sand bondo . . and dust prior to (916) 487-7811 (213) 443-9056 primer application. C. Upon completion of the painting work, remove from the 1 .4 JOB CONDITIONS: premises and dispose of all scaffolding and equipment, Kelly-Moore Paint Co. Olympic 3. Thoroughly remove from surfaces to be painted all surplus material, empty containers and other debris A. General: San Carlos, CA 94070 Bellevue, WA 98004 dirt, dust, and all other substances which might resulting from his operations. (415) 592-8337 (208) 453-1700 interfere with the application of paints. Be 1 . Inclement weather: Do not do any painting work responsible for the proper adhesion and D. Contractor shall not clean equipment and brushes or Koppers Company, Inc. functioningof the articular painting and coating dispose of thinners, paint or other chemicals in areas less than 72 hours after a rain, nor during CA 90040 P P g g periods of dew or fog. Commerce, specified. to be planted or in the vicinity of existing plants. (213) 726-8666 2. Temperature: No painting shall be done when 2.2 PAINT FOR ALL STEEL: C. Concrete Surfaces: temperature is below 50 degrees F. END OF SECTION A. Prime: One coat Red Oxide Ferrous Metal primer. 1 . Scrub with soap solution, then etch concrete with B. Control and Splattering and Stains: Leave all surfaces fifteen (15%) percent to twenty (20%) percent B. Finish: Two coats, Alkyd, Body & Trim Gloss House solution of muriatic acid until an open-faced not to be painted, paving, hardware, or plant materials P free from any paint, stain, spatterings, smears or Paint. granular texture similar to fine sandpaper is smudges which are the result of the operations. obtained. C. Film Thickness (Dry): 1 .5 SUBMITTALS: 2. Test surfaces for presence of alkali and 1 . Prime: 1 .5 mil. neutralize as required. Remove all precipitate by A. Samples and Product Data: Submit samples and brushing. manufacturer's current literature for the following 2. Finish: 4.0 mil. items: D. Color: D. Wood Preservatives (Paints): 1 . Metal paint: Two color samples for each type, 1 . Thoroughly remove from surfaces all dirt, dust, applied to City logo lettering. 2.3 PAINTS FOR CONCRETE. and all other substances which might interfere with the application of surface treatment. 2. Concrete Paint: Two color samples for each type A. Prime: One coat, concrete and masonry primer. applied to heavy white cardboard. 2. Be responsible for the proper adhesion and B. Finish: Two coats, acrylic semi-gloss. functioning of the particular coating specified. 3. Wood Paint (Stain): Two color samples for each C. Film Thickness (Dry): type applied to approved wood sample. 3.4 APPLICATION: 1 . Prime coat: 0.5 mil. A. General: Before assembling painted work, prepaint all 4. Wood Preservative: Manufacturers literature only. 9 P P surfaces that will be inaccessible after installation. B. Test Data: Submit copies of all laboratory test data 2. Finish coats: 3.0 mil. Paint only when surfaces are completely dry. for all materials. D. Color: Teal B. Compliance: Comply with manufacturers' current printed C. Shop Drawings: Prepare paint schedule on basis of instructions. Do not thin primers in excess of surfaces, types, brands, finishes and products, number 2.4 PAINT (STAIN) FOR WOOD manufacturer's directions. Do not thin finish coats. of coats and manufacturer's brand name. A. Primer Sealer: / C. Stirring: Thoroughly stir paint prior to application. 1 .6 WORK SCHEDULE: Avoid agitation which results in creation of bubbles in 1 . Type/Color to be fugitive with finish coat. the mix. Keep paint at uniform consistency throughout A. Time Period for Painting Early morning or late application. afternoon. 2. Manufacturer: D. Coverage: Ensure thorough coverage and penetration of Na oEsaaP�oN DATE-B. Finish Coats: rimer coats. Apply all coats even) B. Completion Data: As agreed upon between Contractor and p pp y y, avoiding drops, Owner. ridges, waves, laps and brush marks. Provide finish REVISIONS 1 . Type/Color: surfaces uniform in sheen, color and texture. RANCHO =AMOtM 1 .7 PRODUCT DELIVERY, STORAGE AND HANDLING: 2. Manufacturer: C= � E. Drying: Allow each coat to dry thoroughly before A. Labeling: Deliver all materials to the job site in following coat is applied unless otherwise directed by original sealed and legibly labeled containers as manufacturer. STREET IMPROVEMENT PLAN FOR supplied by the paint manufacturers. Do not damage or PART 3 - EXECUTION C" BOCMAW tm Fff `� remove all tags and labels. F. Cleaning and Retouching: Perform as necessary to B. Storage: Store in a safe, designated place in 3.1 INSPECTION: achieve a first class job. accordance with local codes. Take necessary precautions A. Inspection: Examine surfaces and adjoining construction NDS PAINT SPECIFICATION - 09 910 to avoid danger of fire. Keep space neat, clean and for conditions adversely affecting application, q , accessible. performance and quality of the work. APPROVED BY - ! CATS ti CITY ENG N M. R.C.E. AM W3 B. Acceptance: Beginning work constitutes acceptance of W IE W HER MAIy DESIGNED: WCWa "DEP surface conditions. No, 2985 EDAW EDAW L ' Exp. 8-31-98 DRAW 17875 Von Korman Ave., Suite 400 L-5 6 01 EM Irvine, CA 92614 SH OF CIF C CHECKED: 949.660.8044 DRAWING NO. EM FAX 949.660.1046 sA- Pro j ee_+ A e-e+ t o or- 11 SECTION 03330 ARCHITECTURAL CAST-IN-PLACE CONCRETE D. Joint Sealant: N. Should misalignment of forms or screeds, excessive deflection of forms, 1 .00 GENERAL 1 . Two-part, non-sag polyurethane sealant conforming to ASTM C 920, or displacement of reinforcing occur during concrete placing, take corrective Type M, Grade NS, Use NT, M, A, and 0, vertical applications not subject to measures immediately, to extent, that placing operations may be stopped 1 .01 GENERAL CONDITIONS service temperatures in excess of 1507. or joint movement in excess of and concrete removed from within forms. Corrective measures may be such f 50l as to ensure acceptable lines and surfaces to required dimensions and cross A. General Conditions, Supplementary Conditions, and applicable portions of a. Acceptable Manufacturer?s: sections. Division 1 apply to Work of this Section as if printed herein. 1 Vulkem 922; Momeco International, Inc. PP y P 0. Thoroughly clean and repair framework to be reused, and recoat as 2 Dynatrol II; Pecora Corp. 1 .02 SCOPE OF WORK 3 Sikaflex-2C NS; Sika Corporation. required before reusing. Forms not suited to obtain concrete surfaces and tolerances in conformity with Contract requirements may be rejected by A. Furnish materials, labor, transportation, services, and equipment 2.10 REINFORCING Owner's Authorized Representative. necessary to furnish and install architectural concrete as indicated on 3.05 JOINTING Drawings and as specified herein. A. Reinforcing Steel: Conforming to ASTM A615 and be clean and free of rust, dirt, grease or oils. B. Work included in this Section: A. Provide wall ointing at spaced intervals indicated on Drawings. Provide Wire Fabric: Conforming to ASTM A185 and be free of rust at each joint, 1)8 x 2-inch deep sawcut joint. 1 . Architectural cast-in-place concrete walls. B. Welded W re ob c C g , dirt, grease or oils. 3.06 FORM TIES C. Work related in other Sections: C. Tie Wire: Minimum 16 gauge steel wire and be free of rust, dirt, 1 . Section xxx07130 - Thermoplastic Sheet Waterproofing for Concrete grease or oils. A. Use form ties for exposed concrete surfaces as approved by Owner's Foundation Wall Only: Waterproof membrane. Authorized Representative. 2. Section 07160 - Chrystalline Waterproofing: Integral concrete 2.11 METAL DOWELS waterproofing for cast-in-place concrete water feature walls. B. Form ties to have a minimum working strength when fully assembled of 1 .03 SUBMITTALS A. Conforming to ASTM A36 and be free of rust, dirt, grease or oils. at least 3,000 lbs. Ties to be adjustable in length so as to permit complete tightening of forms and of such type as to lean no metal closer A. In accordance with Section xxx01300. 3.00 EXECUTION than 1 -inch to an exterior surface or closer than 1 /2-inch to an interior surface. B. Submit a list of products used on project. 3.01 INSPECTION P P 1 C. Do not fit form ties with lugs, cones, washers, or other surface. Do 1 .04 MOCK-UPS A. Notify Owner's Authorized Representative at least 48 hours in advance of not fit with lugs, cones, washers, or other device so as to act as a completion of formwork. spreader within forms, or for other purpose which will leave a hole or A. Provide one 4-foot Ion x 4-foot high mock-up of each type of depression larger than 7/8-inch in diameter back of exposed surface of g g P yp 3.02 PREPARATION concrete. Wire or wood ties will not be permitted. architectural concrete identified on Drawings. Include on mock-ups, concrete color, finishes, and joints. Mock-ups are to remain on-site for duration of clean forms and areas to receive D. Coat ties that are to be pulled from walls with cup grease. project and should be located in direct access to project but outside of A. Prior to placing concrete, thoroughly re wired construction. concrete of wood chips, sawdust, and other debris. 9 E. Loosen tie rods that are to be entirely removed from walls 24 hours 1 .05 QUALITY ASSURANCE B. Where areas are inaccessible for cleaning blown out with compressed air. after concrete is poured. All. but a sufficient number of ties to hold the forms in place may be removed at that time. A. Qualifications: Company specializing in performing Work of this Section C. Remove water in an excavation prior to pouring concrete. 3.07 FORM COATINGS with a minimum of 5 years documented experience. 3.03 INSTALLATION A. Thoroughly clean forms and recoat with form coating before each use or B. Pre-Installation Conference: Prior to commencing Work of this Section, reuse. schedule a meeting with representatives of trades affected by concrete work, A. Design, furnish, erect, support, brace, and maintain formwork, bulkheads, in order to review, discuss and agree upon methods and procedures to be and shoring so as to support safely vertical and lateral, symmetrical and 3.08 FORM REMOVAL AND SHORING used that affect work. asymmetrical loads that might be applied until such loads can be carried by A. Remove forms without damage to concrete and in a manner to ensure 2.00 PRODUCTS concrete work. complete safety of structure. 2.01 PORTLAND CEMENT B. Concrete exposed to view, except as otherwise indicated and specified, 1 . Allow vertical wall forms to remain in place after concrete is completed to have smooth finish of uniform texture, free from visible irregularities and for a minimum of 2 days. A. Type II conforming to ASTM C150free from form coating, oils or other matter that will prevent bonding of 2. Upon removal of forms, notify Owner's Authorized Representative in yP g . waterproofing or painting materials. order that a preview of newly stripped surfaces may be made prior to patching. 2.02 SAND C. Concrete work out of alignment, level, or plumb may be rejected by 3. Do not paint freshly stripped surfaces or touch before having been Owner?s Authorized Representative. Tolerances for concrete work to be in reviewed by Owner's Authorized Representative. A. Clean, hard, durable, conforming to ASTM C33. accordance with "Specifications for Structural Concrete," ACI 301 -72. 3.09 CURING 2.03 FINE AGGREGATE 3.04 FORMWORK A. Immediately following concrete placement, protect concrete from A. Fine aggregate conforming to ASTM C33. A. Build and erect forms to conform to required shapes, lines, grades, and premature drying, hot and cold temperatures, wind, rain, flowing water, and 2.03 COARSE AGGREGATE dimensions indicated on Drawings. mechanical injury. A. Coarse aggregate conformin to ASTM C33. B. Ensure that forms are substantial and tight to _ pre 'nt leakage of B. Materials and methods of curing are to receive approval by Owner's 9 mortar and be properly braced and tied together too maintain position and Authorized Representative. ACI 308 - "Standard Practice for Curing 2.04 WATER shape. _ . Concrete" shall be followed. C. Forms to be sufficiently rigid to maintain specified ..tolerances for support C. Suggested methods include but are not limited to following: ponding, A. Free from deleterious materials such as oils, acids, and organic matter. of dead-load weight of plastic concrete and construction loads. fogging, continuous sprinkling, continuously wet mats, waterproof paper, or 2.06 ADMIXTURES a liquid membrane forming curing compounds. D. Butt joints in forming materials tightly and bear on solid construction. D. Apply liquid curing membranes at a square foot ration above that for A. Air Entrainments: Conforming to ASTM C260. E. Form bevels, grooves, and recesses to neat, straight lines. Construct which compound meets ASTM C 309 - "Standard Specification for liquid B. Chemical Admixtures: Conforming to ASTM C494 and ASTM C1017. forms so constructed that they can be removed readily without hammering, Membrane Forming Compounds for Curing Concrete. wedging or prying against concrete. C. Concrete Color: Standard colors A-312.08 "Chromix" admixture by L.M. 3.10 CLEANUP Scofield (213) 723-5285. Color as indicated on Drawings. F. Use substantial solid metal spreaders that will provide accurate spreading of forms and positive typing of forms together. Wood spreaders and wire A. Upon completion of Work under this Section, remove rubbish, waste and 2.07 READY MIXED CONCRETE ties are not permitted. debris resulting from operations offsite. Remove equipment and implements of service, and leave entire work area in a neat, clean, and Owner?s A. Batched, mixed and transported in accordance with ASTM C94 - G. Hand-rout exposed corners a maximum radius of 3/8-inch. Authorized Representative-accepted condition. "Specifications for Ready Mixed Concrete" . H. Space column clamps, wall ties, form hangers, and other structural 2.08 FORM MATERIAL accessories for forms so that their working capacities are not exceeded by END OF SECTION loads imposed by concrete and by concreting operations. �' noN DATE BYA. Free from warp, with smooth and straight upper edges. Wooden forms REVISIONS for straight work to have a net thickness of at least 1 - 1 /2-inch plywood. I. Build openings into vertical forms for concrete at regular intervals so as to facilitate placing of concrete and at bottom of forms in order to permit C" Qc RANCHO =AA40NQA 2.09 EXPANSION JOINT MATERIALS access for cleaning and inspection. J. Key temporary bulkheads as required, and securely braced at planned STREET IMPROVEMENT PLAN FOR A. Joint Cleaner: Non-corrosive and non-staining type, recommended by locations of construction joints. cNew sealant manufacturer; compatible with joint forming materials. C� A W RY %m%.mv B. Primer: Non-staining type, recommended by sealant manufacturer to K. Coat faces of forms before use so as to prevent absorption of moisture suit application. from fresh concrete and in order to facilitate removal of forms. N>u CONCRETE SPECIFICATION 03330 L. Form openings, set in formwork sleeves, inserts, reglets, anchors, and �tOVIM BY � .�� i oA� if C. Backer Rod: �� qn � (�{G�ttt ,}v ., C� IME AQ items furnished and required under work of other sections. Brace, 1 . Vertical Joints: 2 Ib. density, non-gassing, closed-cell polyethylene anchor, and support cast-in items so as to prevent displacements and W E HER DESIGNED; RE rod. Oversize rod to 25 to 309 of joint width. 2. Acceptable Manufacturers: distortion. No. 2985 EG EDAW a. Sof-Rod; Sonneborn Building Products. M. Form concrete on plumbing, mechanical or electrical drawings requiring Exp. 8-31-98 DRA 17875 Von Korman Ave., Suite 400 b. Dual Rod; Nomaco. forming hereunder and conform to requirements for other work specified �q� tiP TJ Irvine, CA 92614 SH OF c. NMC Sof Rod; ITP. herein. Of" C}IEp®: 949.660.8044 DRAVMNG N0. EM FAX 949.660.1046 & 5a-L fofec.+ she-c+ 11 of I I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS INDEX OF SHEETS STATE OF CALIFORNIA 08 S Bd 15 3.06/3.3 1 7 PL- 1 PLANTING LEGEND DEPARTMENT OF TRANSPORTATION DEL NORTE P- 1 PLANTING PLAN SISKIYOU MODOIC x 1- 1 IRRIGATION PLAN SD- 1 STANDARD DETAILS SD-2 STANDARD DETAILS PROJECT PLANS FOR HIGHWAY PLANTING ON SD-3 STANDARD DETAILS TRINITY SHASTA LASSE HUIBOLDT TEHAMA PLUfrMS STATE HIGHWAY WE I GLENN BUTTE SIERRA E IN SAN BERNARDINO COUNTY LAKEOLUSA � + PLACER GENERAL NOTES YDLO EL DORADO 1 . AN ENCROACHMENT PERMIT IS REQUIRED IN RANCHO CUCAMONGA SONOMA AP LPI BEFORE ANY WORK MAY BEGIN IN OR NEAR MA IN C �` TUOLUMNE THE STATE RIGHT OF WAY. FROM FOURTH STREET TO D RIPOS � SAN FRANCISCO SAN MAT 0 SANTA 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM THE LATEST STATE . 15 MILE NORTH OF FOURTH STREET SANTA CRUZ 4ERCE STAND PLANS & SPECIFICATIONS OR AS SA BENI FRESNO INYO DIRECTED BY THE STATE'S REPRESENTATIVE TO be supplemented by Standard Plans dated July , 1995 MONTEREY TULARE (STANDARDS OTHER THAN STATE STANDARDS KING MUST BE PRE-APPROVED AND JUSTIFIED). x 3. NO EQUIPMENT OR MATERIALS MAY BE S LAN pgs5P0 KERN STORED ON THE STATE RIGHT OF WAY. SAN BERNAROI SANTA 4. ALL DISTURBED AREAS IN THE STATE RIGHT BARBARA ENTUR OS ANGELE OF WAY MUST BE TREATED FOR EROSION .ate. CONTROL (HYDROSEEDING OR EQUIVALENT, OR LOCATION MAP RIVERSIDE GE AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR SAN DIEGO IMPERIAL MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALT RA N S The State of Cal lfornla or Its officers or agents shall not be responsible for the accuracy CLEANING ANY DRAINAGE or completeness of electronic ooples of thrs plan sheet. STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. 0 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E. THE WORK INSIDE THE STATE RIGHT OF WAY MUST BE ONTARIO x FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY. � BEGIN CONSTRUCTION 6. NO FREEWAY RAMPS OR FREEWAY LANES APPROX. STA 185+77 (5663 m.) MAY BE CLOSED OR OBSTRUCTED AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE PM 3.06 ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. w /RUANCHO 7. ALL STATE DRAINAGE wCAMONGA END CONSTRUCTION STRUCTURES/CHANNELS MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR r . APPROX. STA 194+29 (5923 m.) SILT BY THE CONTRACTOR PRIOR TO MAKING PM 3.3 THE CONNECTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE m FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR 2 DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND W OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF x THE PERMIT WORK BY THE STATE. ADEQUATE 80 0 CLEAN-OUTS AND ACCESS OPENINGS SHALL 52M) (55M) (58M) (6 (64M) (67M) cc BE PROVIDED IN ANY CONSTRUCTION WITHIN ^ THE STATE'S RIGHT OF WAY FOR FUTURE m MAINTENANCE AND REPAIR WORK AS NEEDED. THE WORK SHALL BE FURNISHED AT NO COST O 66 TO THE STATE. CD ~ U UM 9. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL CU d BE REFERENCED AND RESET PURSUANT TO �alloscAP BUSINESS AND PROFESSIONAL CODE, SECTIONS ��o F 4,o ra 8700 TO 8805 (LAND SURVEYORS ACT).CD � � W 10. ALL SIGNS, ROADSIDE MARKERS, Licensed Landscape Architect DankO W. Homan a - ELECTROLIERS, ETC., SHALL BE PROTECTED PHONE NUMBER: (714) 660-5044 49 By 8-31—flQ AND/OR REPLACED IN-KIND ACCORDING TO 00 sf No. 2883 \! a THE CURRENT STATE STANDARD PLANS AND 4lF Fo�� o 0 o THE CURRENT TRAFFIC MANUAL, AT NO COST OF CCn A�� NTO THE STATE. "- CD L W Plans Approval Date r- H v x The Contractor shall possess the Class (or Classes) of license as specified in the " Notice to Contractors" on page 1 of the Special Provisions. NOT TO SCALEcm w Lj0 PERMIT NUMBER: 08-98-6—LF-0171 y r-. w L� o CD Li USERNAME _> $USERCU EA �a_1 o Q DGN FILE => $REQUEST l-- o � w a DIST COUNTY ROUTE KILOMETER POST SHEETTOTAL TOTAL PROJECT No SHEETS ABBREVIATIONS 08 S Bd 15 3.06/3.3 2 7 AMEND — amendment MIN minimum B & B — balled and burlapped mm millimeter DIA diameter No number E each PLT ESTE - plant establishment LICENSED LANDSCAPE ARCHITECT � VODSCAPE 4,ror x g gram P V M T pavement PHONE NUMBER: (714) 880-8044 �.2 kg kilogram R/W right of way J m meter SF state furnished M2 square meter TAB tablet(S) .0 Exp 8-31-99 Daniel W. Herman PLANS APPROVAL DATE M3 CUbiC meter TRVD traveled The State of Callfornla or Its officers or � 0° MAX max 1 m u m No. 2985 ``' agents shall not be responsible for the accuracy or completeness of electronic copies of this plan lF OF C sheet. M M PLANT LIT A DN PLANTIN P IPI ATI NW mLn 0 -W PLANT PLANT QUANTITY HOLE SIZE BASIN IRON SOIL COMMERCIAL PLANTING LIMITS SYMBOL BOTANICAL NAME - � GROUP No COMMON NAME SIZE EACH (mm) TYPE SULFATE AMEND FERTILIZER IO MULCH STAKING MINIMUM DISTANCE CT-0 FROM oN REMARKS X W W DIA DEPTH 0 PLANTING PLT ESTE IO © wAY PVMT FENCE WALL DITCH ED DITCH CENTER �) 0 1 0 MYOPORUM PARVIFOLIUM NCN 1 GAL 121 1/2 LB . 1/2 LB . 1 .5 CF 20 15 15 20 22 15 SHRUB W 00 2 RHAMNUS CALIFORNICA ' EVE CASE' COFFEEBERRY 1 GAL 1302� 02 I 1/2 LB . 1/2 LB . 1 .5 CF 8 8 8 6 10 6 SHRUB A 3 RHAPHIOLEPIS INDICA 'JACK EVANS' JACK EVANS RHAPHIOLEPIS 1 GAL 190 2� 1/2 LB . 1/21-13 . 1 .5 CF 8 10 10 8 10 6 SHRUB W w 4 LANTANA MONTEVIDENTIS 'CONFETTI" NCN 1 GAL 110 20 1 2 1/2 LB . 1/21-13 . 1 .5 CF 6 6 6 6 8 4 SHRUB oma W m Q K 5 W � PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 13 2 L.B . 1 L.B . 4 CF X 30 20 20 10 12 TREE J Z W U — U J V7 W Q W 2 U 0 U U W 2 X U Q W a- Q U V) M Z Q J U W O CL z O Ld x O V) U z LLJ CID a � L. _ C) C:) U 0 F- z Q w c LLJ C w Q 3 Q U ULU Q O Q L Z Q X ; DENOTES REQUIREMENT Q � o —' METRIC EQUIVALENT CONVERSIONS : NOTE = 11 CD APPLICABLE WHEN CIRCLED w. . portions Indicate W Ln cn 10- Quantities shown are "per plant" unless 1 2 LB . = 0 . 2 K I LOG RAM 5 LF = . 5 abbreviations used on Planting Plans. 0 0 � shown as m2 application rates. / 1 M as J J x C�l20 - Sufficient to receive root ball. 1 L.B . _ . 45 KILOGRAM 10 LF = 3M LAJ 3 - Does not apply to mulch areas. 2 LBS . = 0 . 9 KILOGRAM LOG RAM o � ® - As shown on plans. _ 3 PLANT LIST 9 5 - Unless otherwise shown on plans. 1 C F — 0. 4 M 0 00 3 PL=1 W© - see detail. 4 CF = 1 . 6 MOf I 7 - See Special Provisions. CD w PERMIT NUMBER: 08-98-6-LF-0171 J L CD FOR REDUCED PLANS ORIGINAL Q 1 2 3 SCALE IS IN INCHES I I , I ( USERNAME _> $USER Q DGN FILE > $REQUEST CU EA I Som — 0 � w Q DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S Bd 15 3.06/3.3 3 7 `ODSCAp£ LICENSED LANDSCAPE ARCHITECT �9c x PHONE NUMBER: (714) 660-8044 �► y v � Daniel W. Herman PLANS APPROVAL DATE 0 Exp 8-31-9900 The � e of rnla or 1t5 w agents shall not /beoresponslble for l the accuracy Jr No.- 985 �! orcompleteness of electronic ooples of tNs plansheeF OF C 00 a' w m w EXISTING ELECTRICAL o METER ENCLOSURE U F-- EXISTING TRAFFIC ENCLOSURE X > MYO PAR LU Q W -- _ — ---- - - - o � - H co � co �I I — o � DECOMPOSED ROW/LIMIT OF WORK 12 PLA ACE 130 RHA EVE W W _ - - GRANITE (EXISTING FENCE) !-- f �_- -- - - - —y _ 1� w m 0 -- --- _ _ 1 C � 0 0 0 0 0 0 0 0 0 0 o O 0 0 00 • • ' ; ..• . • '� • •• . . . • •;. ° o -- _ _ �L.. o - 1 90 RHA JA Q w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° . • 0 • , •• . . 0 0 0 � — w z w 0 0 0 • 0 ° • 0 U U M Q EDG 0 • • •• •: :0TRAFFIC SIGNAL 00 :'• o a 86 a MYOe PAR U o U TOE OF SLOPE o EXISTING GUARDRAIL o • '110LAN MON 0 0(56M) °TOE OF SLOPE o190 w ° o ' STA 185+77 ° . . • • ° _ - TOP OF SLOPE o : , � � . : � � , , , o TOE OF SLOPE X (56.64 M) • 0 0 • . , . t 0 0 Q 0 v 0 Y O o w O 0 • • • • • 0 Cl- O • ° ' • . . • • • O ' • U o 0 LL. LI) ° 0 0 Z / ° �- Q O se C) NOTES: w • 0 1 . PROVIDE MULCH UNDER PLANTS, TREES AND WITHIN OPEN PLANTING AREAS. 2. PROVIDE DECOMPOSED GRANITE MAINTENACE PATH TO ACCESS UTILITY ENCLOSURES. ALLOW 2 FEET MINIMUM ACCESS CLEARANCE ADJACENT TO UTILITY CONCRETE FOOTINGS. 3. PROVIDE METAL EDGE (MTL EDGE) FOR CONTAINMENT OF DECOMPOSED GRANITE PATH. STA 194+29 z (59.23M) C> W rr C D x CL U V) W Q � F— — CD = 00i LL. C) U N Frl m LL Q Z 01 W! OLn L .. Li.l Q CL � Q Q 3 U I� D D aj —7 W W — Q 0 h— i n i O N M LO J NORTH w W v 00 NJ J X C> PLANTING PLAN w W W Q SCALE 1' = 50' coN �2co Cn CD P1curi This plan accurate for planting work only. PERMIT NUMBER: 08-98-6-LF-0171 Q U Q_ d J O C FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE 15 IN INCHES 1 , I I USERNAME _> $USER DGN F I LE => $REQUEST CU EA U O Q 7 W Q DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS IRRIGATION LEGEND OS S Bd 15 3.06/3.3 4 7 (REFER TO COMPLETE IRRIGATION LEGEND, SHEET SD-2) PROPOSED ITEM DESCRIPTION LICENSED LANDSCAPE ARCHITECT p V�ADSCAPE� � q� PHONE NUMBER: 714 860-8044 �► y i� X V WATER METER (WM) ® 1 (2 5 M M) W M Daniel W. Herman ED PLANS APPROVAL DATE BACKFLOW PREVENTER ASSEMBLY W/ ENCLOSURE (BPA) .08_31_9 P * The State of Callfornlo or Its officers or No. 2995 00 agents shall not be res slble for the occura �e pon Cy l W m IRRIGATION CONTROLLER (IC) 4r 0 — or completeness of electronic copies of His plan F � ` 1 1 4 32MM BPA, LOCATE of (WITH BUILT-IN SOLAR POWER PANEL) / ( ) si�eet. A DJ CENT TO FENCE 00 GATE VALVE GV A W Q QUICK COUPLING VALVE (QCV) r j REMOTE CONTROL VALVE (RVC), MASTER RCVM m ® FILTER ASSEMBLY UNIT (FAU) EXISTING ELECTRICAL - M ER ENCLOSURE ET - - 0 - 8 STATION IC 1 1 2 A 2-24 94 � w PLASTIC PIPE (PR315) (SUPPLY LINE) (MAIN) EXISTING TRAFFIC ENCLOSURE 8 STATIONS USED F-- 1 -A-3- 18-74 X PLASTIC PIPE PR200 SUPPLY LINE (LATERAL) u� W W ( ) ( W Q CONTROL AND NEUTRAL CONDUCTORS (CNC) - -- I I I — A 5 (32M IM) U 1 2 (32 M) t� I CVM- 1 .5" ROW/LIMIT OF WORK FAU- 1 .25" (32MM) 1" -A-4- 18-7 GV- 1 .5" (40MM) 1 -A-5- 13-49 01-1 40MM CE - " ( ) EXISTING F GV 1 .5 40MM s ( ( I I I I I �� _ ) I I ( )VALV ~ L L - �L- - - - 1 I I 1 I ��1- -- �- - QCV- 1 (25ME CALLOUTI_ -I _ -� - o m O - �-l_ / 1 -A-6- 18-69 PLANT MATERIAL ASSIGNMENT - 11 W m �( t�.. / - a w o RCV SIZE - (INCHES) n 3 1 / 1 >' Y IRRIGATION CONTROLLER - _ ---- Ln w TRAFFIC SIGNAL 1-1 t 3 �- a w = � TOE OF SLOPE 1 - 1 2 -A-7-24-96 o 185 QCV_ 1 (25MM) EXISTING GUARDRAIL A 1 10 2 0 MYO PAR (56M) FAU- 1 .25" (32MM) GV- 1 .5" (40MM) TOE OF SLOPE ��� QCV- 1 '(25MM) - - 190 - U STA 185+77 -A- - TOE OF SLOPE = QUANTITY TYPE C_2 SPRINKLERS (56.64 M TOP OF SLOPE x U GPM ) r ; iz a CONTROLLER STATION w 3 CL METRIC RCV SIZES: 1 " = 25 MM, 1 - 1 /4" =32MM, 1 - 1 /2" = 40MM U 0 o (NO KNOWN METRIC RAIN BIRD MODEL NUMBERS). /• r Nf 0 U •�A of IRRIGATION NOTES SPRINKLER SCHEDULE CL 1 . SUPPLY LINE FROM WATER METER TO REMOTE CONTROL VALVES SHALL BE 1 - 1 /4" (32MM) PVC UNLESS OTHERWISE NOTED. PLUS/MINUS 5% RISER o 2. SIZE OF PROPOSED LATERAL SUPPLY LINE IMMEDIATELY DOWNSTREAM OF 21-1 STA 194+2 DISCHARGE z O MATERIAL o (59.23M) RCV SHALL BE ONE SIZE LARGER THAN THE RCV UNLESS OTHERWISE NOTED. z �= W \ Z U U ^ of �- CC 3. INSTALL ONE TYPE 'C-2' BUBBLER FOR EACH PLANT OR TREE. DESCRIPTION �� ^ _N Z = DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S Bd 15 3.06/3.3 5 7 LICENSED LANDSCAPE AR �,�NOSCAP f N L NDSC E CHITECT p 4,p S� c X PHONE NUMBER: (714) 660-8044 •1► y� � n Daniel W. Herman PLANS APPROVAL DATE - SoMM 4g Exp 8-lL-_U The State of California or officers or Na 2985 w agents shall not be respo sl a for the accuracy Jt -I or completeness of el onlc copies of this plan qrF 3 sheet 4F Cr A� 2 8 g 2 3 �1�1=1 7 00 9 w 01 4 —I 8 1 d 4 . - III- - - -I - - - o I- II -1 I- I I I II I III- . - 1= - _ I I I I-I I_ II-III _ I i 5 — I w J I m - Lf) - ROOTBALL 5 _ _III-III-III - _ - - - -III-III-II ROOTBALL 3 I I=1 I I=1 I I=1 I III=1 11=1 I I=1 I I=1 1=1 11- I _ - _ =1 , 1= FE I I 6 -1 I I�I I 11=1 11=1 11=1 I I 11=1 11=1 11=1 11=1 11=1 11=1 I -III-I I X -I I �= �- —1 1= I I =I I 1-1I II- 1=1 11=1 11=1 11=1 11=1 1 1 1;,1 I I -III_ _I I i� _ Ld I--- ' I-I I I I , , I ;, �- I ,I I I I I I I I _1=1I i I_I I I I Ed 11=1 I I 7 � I III 11,;,111111,; WTWICE ROOTBALL 00 (600MM MIN.) TWICE ROOTBALL DIAMETER 5 Q N LEGEND: DIAMETER LEGEND: C) , 1 SHRUB - CENTER IN PIT. 1 FINISH GRADE OF SLOPE. LEGEND: SECTION w w 2 WATERING BASIN. LOCATE BOTTOM OF BASIN 100MM BELOW TOP OF ROOTBALL. 2 SHRUB - OFFSET IN PIT. O1 DECOMPOSED GRANITE - 3' WIDE MIN -ABIDE WITH CLEAR SPACE } 3 FINISH GRADE. 3 AMENDED BACKFILL. DIMENSION ADJACENT TO FENCE. m >_ 4 AMENDED BACKFILL. SEE SPECIFICATIONS. 4 2" DEEP WATERING BASIN. LOCATE BOTTOM OF BASIN 100MM BELOW TOP OF ROOTBALL. 2O STEEL EDGING. W m 5 PLANTING TABLETS. PLACE IN PIT 2/3 UP FROM PIT BOTTOM. 0 PLANTING TABLETS. PLACE IN PIT 2/3 UP FROM PIT BOTTOM. a W o OO SEE SPECIFICATIONS. 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. O MULCH - TAPER TO TOP OF EDGING. J Z W D U Y 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7 UNDISTURBED NATIVE SOIL. U U 4 EXISTING FENCE - FOR REFERENCE ONLY. - -1 0 W 7 UNDISTURBED NATIVE SOIL. O SET TOP OF ROOTBALL LEVEL WITH DOWNHILL SIDE OF BASIN EDGE. Q W = SET TOP OF ROOTBALL 25MM ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. O5 UNDISTURBED NATIVE SOIL. U p U OO GRADE AND SLOPE FOR DRAINAGE. 9 ORIGINAL GRADE BEYOND. O6 MULCH. MULCH. CONCRETE UTILITY FOUNDATION � O9 10 U 6O EXISTING FINISH GRADE. W I- = SHRUB PLANTING N.T.S. SHRUB PLANTING ON SLOPE N.T.S. X U P006.DWG P005.DWG tY DECOMPOSED GRANITE N.T.S. Ld P008A.dwg O` Q U O Z Q J PREVAILING WIND U IDENTIFICATIONLd E FORABBREVIATIONS HINGE WHEN REQUIRED 0 EQUAL STANDARD PLANS H1 AND H2, PLAN VI E W FOR CONTROLLER AND OSPACNGR STATION NUMBER SEE PROJECT PLANS. ONE MACHINE BOLT I - EACH LABEL 1.0 1 RECLAIMED WATER WARNING < LEGEND: Z LABEL WHEN REQUIRED I 1O TREE - CENTER IN PIT. I LLJ o = 2 0 2O CINCH TIES AND GALVANIZED SCREWS. L J i.._. < PROVIDE 2 SETS. i trVALVE BOX COVER X � Q a O3 2" DIA. X 10 LODGE POLE PINE STAKE N U w 0 - T1 (2 TYP.) KEEP CLEAR OF ROOTBALL. SEE °D N Ll_I z SPECIFICATIONS. Z t~ � t^ � r 3 co O4 WATER BASIN. 3" MIN. DEPTH AFTER WATERING BY HOSE. PLAN M OvC\j LA_ I C> U w N r` 10 4 5 5O FINISH GRADE. 6 MM DIAMETER SLOTTED HEAD Cn MACHINE BOLT WITH 2 WASHERS AND NUT i o Z ` 3 ` _ � w Q 2 � — 6 AMENDED BACKFILL. SEE SPECIFICATIONS. � L1 I I (_) I I 1=I I O PLANT TABLET. PLACE IN PIT 1/3 UP FROM LABEL 3 w a —III ROOTBALL 6 BOTTOM. SEE SPECIFICATIONS. DRILL LABEL AND COVER f� Q I I I 7O8 UNDISTURBED NATIVE SOIL. TO ACCEPT SCREW 3tMM _ +___ —I1 n 9O SCARIFY SIDES AND BOTTOM OF PLANTING �i 0 I I-I I I I -d I I "—U PIT. LEGEND: _ — - Q z _III—► III III— COVERSECTION uj UA 10 SET TOP OF ROOTBALL FLUSH WITH a - Q O LOCATE PLANTS WITH EQUAL SPACING AS INDICATED 9 SURROUNDING GRADE AND SLOPE FOR c IN THE PLANTING LEGEND. DRAINAGE. ul C) TWICE ROOTBALL �. L4.- 2O 1/2 ON-CENTER SPACING. DIAMETER N.T.S. w J VALVE BOX IDENTIFICATION La U 30 PAVING, CURB, BUILDING, OR HEADER - SHOWING PLANTING AREA LIMIT. 102.DWG 0 00 0 X STANDARD DETAILSWw Q � CD NO SCALELn co � ~ PLANT MATERIAL LAYOUT N.T.S. TREE PLANTING - DOUBLE STAKE P002.dw g g > P007.DWG � SD-1 �- ai O 10i PERMIT NUMBER: 08-98-6—LF-0171 J � W -� U `l o FOR REDUCED PLANS OR I G I NAL 0 1 2 3 USERNAME _> $USER Cl LL- SCALE I S I N INCHES I i I i I t _ c� DGN FILE _> $REQUEST CuCU EA I(�J a� ' L 0 � w a D I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S Bd 15 3.06/3.3 6 7 1 2 13 3 4 f CLEAR LICENSED LANDSCAPE ARCHITECT �p VOOSCAPE 41ro x SONNY CLEAR 3g' MIN. PHONE NUMBER: (714) 660-8044 50MM CLEAR MIN. 5 11 14 Daniel W. Herman ON ALL SIDES 10 Ir MIN. CLEAR PLANS APPROVAL DATE 12 .0 Exp 8-31-99 w a, 11 8 13 2 The State of Callforn/a or Its officers or 2985 agents shall not be responslble for the accuracy ff4�°' 50MM CLEAR oo 0 o�o� 17 / 6 5 or completeness of e/ectr0 copies of this p/on o sheet. OF C A� _ 1OOMM CLEAR 15 rn 7 6 15" MIN. 1 w � 7 9 6 LEGEND: 18" MAX. � 012 • • •' • •' • • ' • • • • • • • • • • • r ;• • ; • FINISH GRADE. _ m w LEGEND 2 PVC MALE ADAPTER. 7 3 ul Q 1 ELECTRIC CONTROL VALVE. NOTES: 3 PVC MAINLINE PIPING. 10 GALVANIZED STEEL w > 1 . PROVIDE 3 FT. CLEAR DISTANCE 4 REDUCED PRESSURE BACKFLOW PREVENTER. W 8 C❑UPLING OR ELL 2 RECTANGULAR VALVE BOX WITH LOCKING COVER. BETWEEN VALVES. ORDER BOX WITHOUT PIPE CUTOUTS. IDENTIFY 2 EACH VALVE SHALL HAVE ITS OWN 5 GALVANIZED UNION - LINE SIZE. '• 9 2 600MM AS REQUIRED T X S PLASTIC x > STATION NUMBER ON COVER. w w CONNECTION TO MAINLINE. INSTALL 6 GALVANIZED TEE - LINE SIZE (TYP.) MIN. ADAPTER H O STATION IDENTIFICATION TAG - SEQUENCE TO NO MULTIPLE ASSEMBLIES. 7 GALVANIZED NIPPLE (TYP.) - WRAP ALL PIPE BELOW SOIL LINE. 2 Q MATCH DRAWING. 0 4 FINISH GRADE. 3. INSTALL VALVE BOX IN A MANNER 8 MAINLINE FROM POINT OF CONNECTION - ADAPT AS REQUIRED. I,, F- 5 PVC SCH 80 "THREADED ONE END" NIPPLE (TYP.). IRRIGATION LINE. 9 12" X 12" X 12" CONCRETE THRUST BLOCK (TYP.) Q `'' 10 GALVANIZED COUPLING - SET FLUSH WITH CONCRETE TYP. C) 6 PVC PIPING TO SPRINKLERS - ANGLE PIPE (TYP.) : E; TO SPECIFIED DEPTH WITH 45 DEGREE ELLS. 11 GALVANIZED NIPPLE - 4" MINIMUM LENGTH (TYP). //�:i EXISTING ORZEXISTING OR w w 7 MAINLINE FITTING WITH SOLVENT WELDED OUTLET. 12 BRONZE BODIED WYE STRAINER WITH 60 MESH STAINLESS STEEL SCREEN. PROPOSED GSP PROPOSED PLASTIC C MMON BRICK - 4 REQUIRED. WATERPROOF PRESSURE GAUGE (0-200 PSIG) ON NPT THREADED GSP p m >- 9 3/4" CRUSHED ROCK - 8" DEEP. 13 LINE-SIZED PLUG - ADAPT AS REQUIRED. (SUPPLY LINE) PIPE (SUPPLY LINE) w co10 CONTROL AND COMMON WIRES FROM CONTROLLER. 14 METAL SECURITY ENCLOSURE - REFER TO EQUIPMENT LEGEND. H Q INSTALL PER MANUFACTURER'S RECOMMENDATIONS. w � 11 PVC SCHEDULE 40 PIPING. TYPICAL. -i Z w 15 P.C. CEMENT PAD - 4" THICK MINIMUM. EXTEND BASE 12" BEYOND ALL FOUR SIDES OF U Y 12 PVC SxS 90 DEGREE ELL. TYPICAL. ENCLOSURE. LOCATE TOP OF PAD 2" ABOVE FINISH GRADE. U - U J ulw 13 WIRE CONNECTOR. TYPICAL. 1 fi CHAMPION "HB" HOSE 818 WITH CHAMPION "HVB-11 1" HOSE BIB VACUUM BREAKER. Q w = U C) U l fi SECURITY ENCLOSURE SHOWN IN OPEN POSITION. PIAN NOTE: FINAL LOCATION OF BACKFLOW PREVENTER AND ENCLOSURE SHALL BE APPROVED BY U OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. w ELECTRIC CONTROL VALVE N.T.S. BACKFLOW PREVENTER 103.dw N.T.S. X_ U Io6o.owG g GALVANIZED AND PLASTIC PIPE CONNECTION 101.DWG Q w Q U V7 0 3 9 IRRIGATION LEGEND 01 7 I— 2 11 O SYMBOL MANUFACTURER MODEL DESCRIPTION U O M W � � 0ALTEC LEIT8000—CW8 IC: 8 STATION AUTOMATIC SOLAR POWERED SPRINKLER CONTROLLER MOUNTED ON COLUMN (POLE) — 7 STATIONS USED 0 M N MCLEA MIN. CLEAR 5 PROVIDE MOUNTING COLUMN KIT, MODEL #AMTG2017, CONNECTOR INSTALL TOOL MODEL }TOOL-3001, INSTALL LEVEL TOOL 1_t_ T� _t_ _� #TOOL-3003, AND ONE #LEMA1521-4 MICRO—POWER ACTUATOR (FOR USE WITH COMMON WIRE) FOR EACH RCV AND RCVM cl- RAINBIRD PEB-150 RCVM: ELECTRIC MASTER CONTROL VALVE — REQUIRES RECTANGULAR VALVE BOX — SIZE NOTED � -_- ---- ------ -- 3 —� � J_ PEB RCV: SERI 1Ir MIN ES ELECTRIC CONTROL VALVE - SIZE NOTED - SAME INSTALLATION DETAIL AS RCV O 5 m WILKINS 795 BPA: REDUCED PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY AND BPA ENCLOSURE - 1-1/4!' SIZE - z o 00 00 c PROVIDE V.I.T. MODEL #BC-45CR BPA METAL ENCLOSURE, AND WILKINS MODEL #YSBR-1.25 STRAINER o O 0 7' MIN ° O 8 RAINBIRD 33DLRC QCV: QUICK COUPLING VALVE WITH LOCKING RUBBER COVER - 3/4" - REQUIRES ROUND VALVE BOX a 7 2 100MM MIN. CLEAR O �- 10 x �p I— 4 6 AG. RPODUCTS T012C-150E WS: PLASTIC FILTER - 1 -1/4" INLET SIZES - 150 MESH STAINLESS STEEL SCREEEN AND CLEAR BASIN - GATE VALVE Uo7 SHALL BE LINE SIZED HAMMOND MODEL #18645 GATE VALVE WITH BRONZE WHEEL HANDLE - RECTANGULAR VALVE BOX a p 0 W ooLEGEND: oO 000 HAMMOND 18645 GV: SERIES GATE VALVE WITH BRONZE WHEEL HANDLE - LINE SIZE - ROUND VALVE BOX 1— o o Do OO 6 1 GATE VALVE WITH BRONZE WHEEL HANDLE. LINE SIZE. S O 2 FILTER WITH SERVICABLE SCREEN. INSTALL WITH ELEMENT FACING TO ONE SIDE. cl U 7 3 RECTANGULAR VALVE BOX - IDENTIFY THE WORDS "FILTER" ON COVER. ® WM: NEW IRRIGATION-USE ONLY WATER METER - 1" (25MM) - 24 GPM PEAK FLOW RATE `r' 4 PVC MAINLINE PIPING AND FITTING. o w Q (NO SYM.) CARSON/BROOKS 1419-38-12 RECTANGULAR VALVE BOX - BOLT DOWN COVER - GREEN IN COLOR - PROVIDE FOR RCVM, RCV, AND WS ASSEMBLIES - LEGEND: 5 LINE SIZE PVC SCHEDULE 80 "THREADED ONE END" NIPPLE. TYPICAL. SPECIAL ORDER VALVE BOXES WITHOUT PIPE CUTOUTS. Cr W 6 PVC MAINLINE PIPE TO ELECTRIC CONTROL VALVES. (NO SYM.) CARSON/BROOKS 910-38 ROUND VALVE BOX - BOLT DOWN COVER - GREEN IN COLOR - PROVIDE FOR GV, QCV ASSEMBLIES Q CL 1 ROUND VALVE BOX. IDENTIFY THE LETTERS "GV' PER SPECIFICATIONS. 7 PVC SCHEDULE 40 ELL. TYPICAL. CL 3 w Q 2 FINISH GRADE. 8 COMMON RED BRICK (4 REQUIRED). RAIN BIRD 1812-SAM-PRS 12" POP-UP SPRINKLER BODY WITH BUILT IN CHECK VALVE AND PRESSURE REGULATING STEM (PRS) V) 3 GATE VALVE WITH BRONZE CROSSHANDEL. 9 FINISH GRADE. • MPR-15 SERIES SPRAY NOZZLES - PROVIDE FULL, HALF, QUARTER CIRCLE AND ADJUSTABLE ANGLE PATTERN NOZZLES AS REQUIRED TO PREVENT OVERSPRAY ONTO NON-IRRIGATED AREAS 4 PVCMAINLINE PIPE. 10 3/4" CRUSHED GRAVEL - 8" DEEP AND 2" CLEAR SPACE BELOW ASSEMBLY. Q z 5 6" PVC CLASS 200 PIPE. 1 1 SET BOX 2" ABOVE FINISH GRADE. Q RAIN BIRD 1401 FLOOD BUBBLER - PRESSURE COMPENSATING WITH 1/2- FIPT - WITH SALCO MODEL # PVC-AR-050 1/2- (BLACK) FLEX HOSE ►w- L" N Z 6 3/4" CRUSHED ROCK - 8" DEPTH MIN. HUNTER HVC ANTI-DRAIN (CHECK) VALVE - 1/2" MIPT X FIPT - PROVIDE ONE FOR EACH FLOOD BUBBLER SPRINKLER HEAD o F- cn op J 7 PVC SCHEDULE 80 T.O.E. (THREADED ONE END) NIPPLE AND PVC SLIP COUPLING. TYP. NOTES: N L4_ 1 . PROVIDE 50MM MINIMUM AND 100MM MAXIMUM CLEARANCE BELOW PIPING ASSEMBLY. PRESSURE MAINLINE PIPING - PVC SCHEDULE 40 - SIZE AS NOTED ON PLAN N �u 8 SET VALVE BOX 2" ABOVE FINISH GRADE. cu wUL9 J NON-PRESSURE LATERAL LINE PIPING - USE PVC CLASS 200 - SIZE AS NOTED ON PLAN. N v ►- - ru 00 CONTROL AND NEUTRAL CONDUCTORS - 14AWG DIRECT BUTAL - COLOR CODED a x o CATE VALVE N.T.S. FILTER ASSEMBLY UNIT N.T.S. STANDARD DETAILS w iO4b.DWG i242.DWG WG w'-" co N N O SCALE cn Ln 03 ir a SD-2 I 4 CD w PERMIT NUMBER: 08-98-6-LF-0171 J U FOR REDUCED PLANS ORIGINAL 0 1 2 3 USERNAME => $USER o Q SCALE IS IN INCHES I i I I I DGN F I LE => $REQUEST CU EA 5a`L o Q �, i i DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S Bd 15 3.06/3.3 7 7 x PHONE NUMBER:LANDSCAPE A4 ss C ARCHITECT ��,�NOSCAP£4,Fcy ) C, v � 4 be responsDaniel anief W. Herman 6 PLANS APPROVAL DATE Exp8_31_99 rn The State of Collfornlo or Its offJcers or No. 29a5 w agents shall not lb/e for the accuracy Jrsf or completeness of e/ectronJc coPles of tNsPlon �l F 0 z F C t► shr�et. 3 co N 2 \ goo .- w p 7 8 TOP OP SPRINKLER 75MM ABOVE m Ld ( 6 3 2 TOP OF ROOT BALL j p — 3 W > ANTI-DRAIN VALVE U) �W ; . ..; . . ; . IS •. x > W 5 PVC S x T COUPLER w Q 6w p 3 4 w rn FLEXIBLE HOSE - 13MM - F- \ LEGEND, 9 Q N SUPPLY LINE Q \ 1 AUTOMATIC CONTROLLER. /L 1 2 ANTENNA MOUNTING COLUML LEGEND: 3 MOUNTING BASE. w w 4 DIRECTBURIAL CONTROL WIRES TO CONTROL VALVES. 1 NON-PRESSURE LATERAL LINE PIPING. h n X x 5 POURED CONCRETE BASE - 6' MINIMUM THICKNESS. EXTEND IN FRONT OF 2 PRESSURE MAINLINE PIPING. ROOT BALL / CONTROLLER TO ALLOW UNOBSTRUCTED AREA FOR SERVICING. Q (n >- 6 FINISH GRADE. PROVIDE I-INCH MINIMUM HEIGHT. 3 CONTROL WIRES - BUNDLE AND TAPE EVERY 10 FEET. INSTALL " w m 7 SLOPE TO DRAIN. ADJACENT TO PRESSURE MAINLINE. S X T PLASTIC ADAPTER ` Q0 p O RECTANGULAR CONTROL WIRE PULL BOX. EACH END _1 Z W 90 CRUSHED ROCK - 3/4' SIZE, PROVIDE 1/2 CF. 4 FINISH GRADE. i) 0 Y 5 PROVIDE 2" DEPTH OF CLEAN BACKFILL. U — U J Ln W 6 BACKFILL AND COMPACTION. Q W = U p U 1200 _MM AUTOMATIC CONTROLLER N.T.S. N.T.S. C) 1160A.DWG TRENCHING i4lo.owG X_ ELEVATION Q W v 9 (A 1 8 N.T.S. Z RISER TYPE V Q 107.OWG J 10 5 U ' W O 1 Cr CL 2 6 4 2 250 Z PLAN VIEW O LiJ 500 1 — — — Q r'r x O 5 4 3 CL_ 5 PCC METRIC UNITS ( SI ) SECTION Z w CD SYMBOL UNIT CD � = LEGEND 1 T NIPPLE SIZE: 250 0.".100 MM MILLIMETER O U 1 POP-UP SPRAY HEAD. 2 PVC TxT 90 DEG. ELL. NIPPLE LENGTH 500 M METER C Z Q POP-UP SIZE MIN. MAX. PLAN 2 3 PVC SCH. 80 NIPPLE - SEE TABLE. Z SQUARE METER W 4 MARLEX 90 DEG. STREET ELL. 6" �, 182, FG Q 0j Cl- a- 5 LATERAL LINE PIPE AND FITTING. 12" 12" 18" 25 M3 CUBIC METER 3 o Q 6 PVC SCHEDULE 80 SHORT NIPPLE. : D • :: r' . • • a U 100 :. . G GRAM 7 FINISH GRADE. 8 ADJACENT PAVING OR CURB. L— KG KILOGRAM �x- is Q Q gO INSTALL TOP OF SPRAY HEAD 1" AWAY FROM CURB OR WALK IN TURF AREAS S SECOND o� ''m Z AND 3" AWAY FROM CURB IN PLANTING BEDS. SPRINKLER 40 Ln10 SET SPRAY HEAD 1/2 " ABOVE FINISH GRADE IN TURF AND 1-1/2" ABOVE SECTION KPA KILOPASCAL LL FINISH GRADE IN GROUND COVER AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. NOTEi DIMENSIONS SHOWN IN MILLIMETERS) TYPICALLn L LITER ru HA HECTARE o0 ro x STANDARD DETAILS Q f•--- N.T.S. POP-UP SPRAY HEAD 1080.DWG SPRINKLER PROTECTOR TYPE II ".T.S. NO SCALE f 109.DWG m N 00 O1 SD-3 > .� W , Cj a) C) PERMIT NUMBER: 08-98-6—LF-0171 a v LL. O FOR REDUCED PLANS ORIGINAL 0 12 3 USERNAME _> FUSER I 0 o SCALE I S I N INC HES I I I ► I i I DGN FILE _> $REGIUEST Cu EA a 1-3 LL,