Table 2
Estimated Construction Costs
Construction Contract $ 1,545,819.10
10%contingency $ 154,581.90
Concrete at Bulk Price $ 107,822.00
Project Administration $ 72,500.00
Construction Management and Inspection $ 104,000.00 Material Testing $ 15,500.00
Total Project Costs $ 2,000,223.00
Table 3 is a breakdown of the approved funding sources requested allocation necessary to fully fund the project.
Table 3
Previously Approved Funding
Quimby Fund 421 (Account No.4217500-5540-82338) $ 1,106,100.00 Aguilar 2022 Community Project Funding Grant
(Account No.2407500-5258-82338) $ 800,000.00 Expended to Date $ (315,587.00)
Subtotal: $ 1,590,513.00
Requested Additional Funding
Quimby Fund 421* $ 73,887.00
Aguilar 2023 Community Project Funding Grant**
(Account No.2407500-5258-22201) $ 266,000.00 Torres 2023 Community Project Funding Grant**
(Account No.2407500-5540-32337) $ 69,823.00
Total Project Funding $ 2,000,223.00
*Pending approval of appropriation
**Development Services will work with Representative Torres's office to reallocate funds towards Project 82338
ENVIRONMENTAL DETERMINATION
The Project was previously reviewed and assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA) and the State CEQA Guidelines and determined to be categorically exempt from further environmental review pursuant to Section 15303 (Class 3 New Construction or Conversion of Small Structures),and Statutorily Exempt pursuant to Section 15061 (b)(3)of the CEQA guidelines.The Project only involves paving and treating runoff,construction of small overhead structures and maintenance of existing open space and adds a stage area. The City filed the Notice of Exemption (NOE) pursuant to Section 15062 of the CEQA Guidelines with the County of San Bernardino Clerk of the Board of Supervisors on April 5,2022. The construction contract is implementing the approved project and no further environmental review is mandated.
FISCAL IMPACTS
The total project cost, including design services, is estimated at $2,315,810. With $315,587 spent to date, the remaining project cost is estimated at $2,000,223. Once the reallocation of grant funds and the appropriation of Quimby funds are approved,there will be sufficient funds available in the Quimby Account No.4217500-5540-82338 ($864,400); Aguilar 2022 Grant Fund 240 Account No. 2407500-5258-82338 ($800,000); and Tones 2023 Grant Fund 240 Account No.2407500-5540-82338($335,823).
ALTERNATIVES
1.Reject all bids and rebid the project.
2.Provide alternative directions for staff.
CEQA:Determined to be categorically exempt pursuant to Section 15303(Class 3,New Construction or Conversion of Small Structures)and Statutorily exempt pursuant to 15061(b)(3)of the CEQA guidelines.
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A.B. Anchor Bolt Ga. Gauge R.S.R. Rough Sawn Redwood NO. SHEET TITLE A.C. Asphaltic Concrete Galy. Galvanized Rwd. Redwood Adj. Adjacent G.C. Groundcover R.W. Recycled Water 1 L-0.0 TITLE SHEET 31 L-4.1 PLANTING PLAN 1 I I I Alt. Alternate G.I- Galvanized Iron Sch, Schedule 2 L-1.1 DEMOLITION PLAN 1 32 L-4.2 PLANTING PLAN 2 rrr/ri /////f///rrirrr,//,//iriii ir"��Irirrra////,//////////////////f/////////,//// rlii rrr rrrrriiii/irr r`iiiirirriiriiii r rriiiiiriiirir/// Arch, Architect G.P.H. Gallons Per Hour S.F. Square Foot "�a -p- C* a 0 O Auto- Automatic G.P.M. Gallons Per Minute Sht, Sheet 3 L-1.2 DEMOLITION PLAN 2 33 L-4.3 PLANTING DETAILS it ■'�� .O`� or ;, V g.
Bldg. Building N.B. Hose Bib sht,Mtl. sheet Metal 4 C-1 PRECISE GRADING AND. DRAINAGE PLAN 1 34 L-4.4 SOILS AGRONOMICAL REPORT 1„_ --"" •' a f Blk. Black Hdr. Brd. Header Board Sim. Similar !: , • 5 C-2 PRECISE GRADING AND DRAINAGE PLAN 2 35 E-1.0 ELECTRICAL SITE AND LOW VOLTAGE ` 40: 0 ` B.M. Bench Mark Horiz. Horizontal S.L. Score Line .-- 6 L-2.0 CONSTRUCTION NOTES & SCHEDULES RACEWAY PLAN u % r \ B.S, Bottom of steps H.P. High Paint smth, smooth 7 L-2,1 CONSTRUCTION PLAN 1 36 E-1.1 ENLARGED ELECTRICAL SITE PLAN - WEST � ��,J o C.B. Catch Basin Hgt. Height Specs. Specifications w >�li ra �� ►- il
tip/ Y aC C.F. Cubic Foot I.D. Inside Diameter Spp. Species 8 L-2.2 CONSTRUCTION PLAN 2 37 E-1.2 ENLARGED ELECTRICAL SITE PLAN - EAST
7. ¢ \ rift : t, a „, , ; ` Cl, Cast Iron INV. Invert Sq. Square2 9 L-2.3 CONSTRUCTION DETAILS 1 38 E-2.0 ELECTRICAL SYMBOL LIST, o o {, 8 N. ui C.I.P. Cast In Place Int. integral STA. Station z \ , r� > 10 L-2.4 CONSTRUCTION DETAILS 2 GENERAL NOTES AND DETAILS ¢ C.J. Cold Joint J.Box Junction Box sty, steelLIGHT FIXTURE SCHEDULE AND DIGITAL. . b o 01 L-2.5 CONSTRUCTION DETAILS 3 39 E-2.1 ,� �. : C.L.CL Center Line Jts. Joints STD. Standard q;, I I o 31 r -. a ` ,1 �r II ; M Clr. Clearance L.A. Landscape Architect T.A.D. Top Area of Drain 12 L-2.6 CONSTRUCTION DETAILS 4 LIGHT CONTROL PANEL DETAILS .� L � in r►- - o .. :., Z C.O. Clean Out Lic. Licensed T. &B. Top and Bottom 13 L-2.7 CONSTRUCTION DETAILS 5 40 E-2.2 LIGHT FIXTURE DETAILS ® b C.M,U. Concrete Masonry Unit L.P. Low Point T.B. o of Bern r1� llti...lt�tlr�ri��1 " ca ` • P ` _ ��` r: "'' �' _. Comp, Compacted Max, Maximum T.C. Top of Curb 14 L-2.8 �,�-� -, ,,, CONSTRUCTION DETAILS 6 L c 0 ® • ir)0+ : Conc. Concrete M,B. Machine Bolt 15 L-2.9 CONSTRUCTION DETAILS 7 Tex. Texture(d)
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Cond. Condition Mech. Mechanical T.G. Topof Grate 16 L-2.10 CONSTRUCTION DETAILS 8 ///r// ;////////////////U/M/ro/WORK//I//I///r/ /////////////////////r/// /////// r//// ,I////, / /////////////////////////r//r r//r/rr/r/r/r/////l////r///r////////r r///rrrr/r/ /// '� r LlMITOF WORK Cont. Continuous Med, Medium T.G.D. Top of Grate Drain 17 L-2.11 CONSTRUCTION DETAILS 9 Ct. Center Min- Minimum Thk, Thick 18 S-0.1 STRUCTURAL GENERAL NOTES ADD THE FOLLOWING MODEL CODES AND DESIGN STANDARDS TO THE APPLICABLE BUILDING CODE SEE SHEET L-1.1, r SEE SHEET L-1.2, ' Ctr. Sink Counter Sink M.H. Manhole T.P. Top of Paving SECTIONS:
C-1, L-2.1, L-3.1, ' C-2, D.D. Deck Drain M.P.R. Match Precipitation Rate T.P.C. Top of Pool Coping 19 S-0.2 STRUCTURAL GENERAL NOTES • 2022 CALIFORNIA BUILDING CODE WITH APPLICABLE INDUSTRY DESIGN STANDARDS L-2.2, L-.) D.F. Douglas Fir Multi, Multiple 20 5-0.3 • 2022 CALIFORNIA ELECTRICAL CODE
• g P T.S. Top of Steps STRUCTURAL TYPICAL DETAILS • CITY OF UPLAND MUNICIPAL CODE L-4.1, E-1 1 f L-4.2, E-1.2 D.G. Decomposed Granite Nat. Natural T.W. Top of Wall 21 S-0,4
STRUCTURAL TYPICAL DETAILS
Dia. Diameter N.T.S. Not To Scale Twl. Trowel 22 S-1.0 KEY PLAN & STRUCTURAL DETAILS 1 Dim. Dimension O.C. On Center
Typ. Typical 23 5-1.1 SHADE STRUCTURE PLANS Z Dtl. Detail O.D. Outside Diameter
UV.R, Ultraviolet Radiation
_ Ea. Each P.A. Planter Area
Vert. Vertical 24 S-1.2 ENTRY STRUCTURES, BRIDGE, E.J. Expansion Joint P.C. Point of Curvature
N.T.S. p W/ With AND KIOSK PLANS Elec. Electric P.C.C. Point of Compound Curvature W/O Without 25 S-2.0 STRUCTURAL DETAILS Eng. Engineer P.R.C. Point of„,.. Reverse Curvature Water ressureCompensating .,, . 27 L-3.2 Esp, EspalierPert. Perforated W Q Water Surface IRRIGATION PLAN 1 Eq. Equal P.O.C. Point of Connection (#) Number/QuantityIRRIGATION PLAN 2 E.W. Each Way P.L. Property Line 28 L-3.3 IRRIGATION DETAILS 1 \ E.W.W.M. Electric Welded Wire Mesh P.S.E. Pounds Per Square Inch ABBREVIATION NOTES: 29 L-3.4 IRRIGATION DETAILS 2 Ex. Existing P.T. Pressure Treated. A. ABBREVIATIONS MAY BE SHOWN AS 30 L-3.5 IRRIGATION CHARTS & CALLS Exp. Exposed P.V.C. Poly Vinyl Chloride EITHER UPPERCASE AND/OR LOWERCASE FOOTHILL BLVD y
F.F.E. Finished Floor Elevation R. Radius ON PLANS,AND WITH OR WITHOUT F.G. Finish Grade R.C.P. Reinforced Concrete Pipe PERIODS.
F.H. Fire Hydrant Reber. Reinforcing Bar
Fin. Finish Ref. Reference B. TO SHOW QUANTITIES IN THESE F.L. Flow Line Req'd. Required DOCUMENTS THE CONVENTION OF FIt, Flat Ret. Retardant SHOWING THE NUMBER IN PARENTHESIS E 11TH ST, F.S. Finish Surface Rgh. Rough ui gIS USED. EXAMPLE:'TWO TONS'MAY BE ¢
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FIRST SUBMITTAL: 50% SUBMITTAL -CITY REVIEW 07/27/2 ARCHITERRA DESIGN GROUP, INC.
Q •., SECOND SUBMITTAL: 90% SUBMITTAL -CITY REVIEW 09/18/23 ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN,DETAILS AND SPECIFICATIONS AS LANDSCAPE ARCHITECTURE a REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN O E C ST. g THIRD SUBMITTAL: 100%SUBMITTAL -CITY REVIEW 01/05/24 GROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION,INSTALLATION OR MAINTENANCE OF SITE PLANNING p U IMPROVEMENTS AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING 10221-A TRADEMARK STREET z Z FOURTH SUBMITTAL: 100%SUBMITTAL-FINAL REVIEW 11/01/24 FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF RANCHO CUCAMONGA, CALIFORNIA 91730 ¢ i PROJECT LOCATIO711 IRRIGATION WATER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFTER. TEL.: (909) 484-2800 FAX: (909) 484-2802 Z FIFTH SUBMITTAL:
o / E A ST. CONEMAIL: GDE SONTACT: GREGG DENSON ARCHITERRADESIGNGROUP.COM
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SIXTH SUBMITTAL:
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E 8TH ST. `� a . .�.�..� �. - . . � �.-, A A CITY OF UPLAND MADOLE & ASSOCIATES JCA ENGINEERING /�, 460 NORTH EUCLID AVENUE 9302 PITTSBURGH AVENUE; STE 230 8048 PALM AVENUE i ` UPLAND, CALIFORNIA, 91786 RANCHO CUCAMONGA, HIGHLAND, CALIFORNIA 92346 A A TEL : (909) 931-4148 CALIFORNIA, 91730 TEL : (909) 864-0223 CONTACT: ROBERT DALQUEST TEL : (909) 481-6322 CONTACT: JAMES CORNS r'�, 0 A A CONTACT: MARK BERTONE ,iiN
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Call before you dig. ACCT421-8203 $tD ND. 202�}- 12.
BENCH MARK NO. REVISIONS . PLANS PREPARED BY pSCAp�' DRAWN BY: APPROVED BY: C �/ PROJECT NO.
LOCATION: ` `'�N �9~ T I O F UPLAND 2 �3g MARK DATE INITIAL DESCRIPTION DATE APP'VD �� - Krum��� ,90,..i DESIGNED BY: rrI TERRA
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CALIFORNIA 91730 PH:(909)484-2800 ... T� �Q ELEV. ,_I.r �� ,..o�c44F Pa �� �f 379 ENGINEERING STAFF LAN ELOPMENT&T SPORTATION 9 1 DEMOLITION LEGEND:
DEMOLITION CALLOUTS:
r://////1 <> REMOVE AND DISPOSE OF COBBLE PAVING.
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N / ,/ / / #/ / / f // / / // / / / / // / / / / / - / / / / / / / / / / / / r _/ f / / / / / / /' / / / / / J / f/ f _/ / ! /' /t i / / / / ..� f / / f / / / / J J f t / f / / r / /, / r t / / / ✓ t / f r / / !' / / t '/ / / t / tr / 1 / f t / / J fi / ►,/ / / J f / / :wl /,�/ / '/ / _/ / / l / ,f / / / / / / / / / / / / / / / / / l / / / 4,7- / / / / / / ! / t7 / / N. / ✓ / / / l / ✓ / / f /' / / r / / t / / J / / r' / / / / / / / r / / r f / E , f t rwhr.".. tl/ / r / / /, ✓ / / / / J , / / / / t / ! / / / / / / / / / / / / / / / / / / / / / / / / // / ./ / / t / , / / l r ~ / / ,, / .. 1 STORM DRAIN PAVING TO REMAIN,PROTECT IN PLACE. r/ / / // / / r/ / / // / / // / / // / / ,/ / / // / / / / / / / / / / �/ / /// /J/ /t/ /r/ / J// / / /// ''�/f/ • /// JJ/�'f// �// .... :..I // /f/t rJ /�///J J////� ////// �/f/f ///� // / /". / r� / /// ///// J//r //'// //r/ // /// JJ/ / ///// �//// ///!// //// / / / / / //// / // ,/ / /// ■ 1 ► BOLLARD TO REMAIN PROTECT IN PLACE, / f/ / /. / / / //. / / / / / / / / f / /. /,.L J / `,t { ,, /f / ./ // / / // / / /� t ./ / / ! /. !/ / /. JJ / / // / / J / / // f //// / /,. / ,/•t�/ / // t //JJ (l? w © / f //_ / // / / / / .4/ . / �/ / //// / //„/ /: /�// /' //// / //// / //// / //// / �/,I,/ `/r/ ✓ //// /, ,/t/ , /J / / // t / // / / // / / /l // / .. /J J / / f / // 1 / / / J / / / / / / // / r // / / �/ / / ,J / // / t // J / /' / / // / / /. / /! / / ,t r ! r/_ / //!/ ! // / // / / rt / t /� / / ! ,! t / /' / / /� II 19 COLUMN TO REMAIN,PROTECT IN PLACE.
N / / / / / // / / J /1 / / / / , / , / / / / t / ti f / /� / ! // / / / / / �/ r / / / / f/ ,. / // t / // / / // / / J / / // r f ,/ r / // t / / ,/ / / • / / / / / / / // / / / f/ / / / / / /, t / t/ / / fr // / / // / / ! / / / / ! / / / r t / / t / / / / / / / / / / / / / `� // ,// / / J /J ,// / / 2 CONCRETE CURB TO REMAIN,PROTECT IN PLACE. / t / :./ / / r J / / / / J' 7 / t. . „r / / / / / / / !. / / / / / / /.. ._f / . .> / / f / / / / J / / / f / / J / / / / / f /.. // f. .... ....:, it'/ f r/!/ / ///t J JJ// f/'// / //// t //�/ / //// / // „/r ///! / //�/ J / / r // ,/ ,/ /r / / /t / / // ,../ / /f / / // / / / / // /' J / 11 t t/ / t, fr J if / f/ t .... .;. 2 / / / / t/ / / // J / // t // / / // / / f/ f / // / f / / / >/ / / // / /J// / ../// / //r / /t ff / r/ f / /f// / /� / / z / // / / r►i J /f , / t /f / t /r 2 STORM DRAIN PIPE TO REMAIN PROTECT IN PLACE:
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2 PEDESTRIAN ACCESS
REM I PROTECT TO
REMAIN.PR ECTFROM DAM
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OF WORK \
I I 1 t 11 I ® 2 EXISTING SEWER LINE TO REMAIN.PROTECT IN PLACE. 4 : EXISTING WATER LINE&SLEEVE TO REMAIN,PROTECT IN PLACE.
DEMOLITION NOTES. CLEARING NOTES.
EXISTING TO BE SALVAGE!RELOCATE:
1. CONTRACTOR SHALL !R AT HI SOWN EXPENS
E,ANY DAMAGE,WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS,TO UTILITY SYSTEMS,SURFACE PAVEMENTS,FIXTURES,STRUCTURES,OR VEGETATION THAT IS NOT 1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL TREES TO BE PROTECTED SHALL BE CLEARLY TAGGED.THE SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN.ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO THE OWNER. ZONES BENEATH THE TREE CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR VEHICLE ACCESS OR PARKING. S1S1} EXISTING BOULDER TO BE SALVAGED FOR RELOCATION(APPROX.29 TOTAL).
CONTRACTOR TO STOCKPILE ON SITE FOR REUSE IN NEW CONSTRUCTION PER
2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE,ALL CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE.SEPARATE 2. SHRUBS AND GROUNDCOVER PLANTS THAT ARE SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY AND THOROUGHLY:ALL CONSTRUCTION PLAN.
RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS.STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. ROOTS THAT ARE OVER 1/2"INCH IN DIAMETER SHALL BE GRUBBED AND REMOVED TO 18"BELOW GRADE MINIMUM.ALL ROOTS WITHIN THE TOP 6"OF SOIL SURFACE SHALL BE REMOVED.DO NOT DISTURB ROOTS OF TREES SHOWN TO REMAIN. S2 EXISTING LIGHT POST TO BE SALVAGED FOR REUSE ON NEWPEDESTAL PER
3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS OF TREES AND PLANTINGS,ADJOINING CONSTRUCTION,AND SITE IMPROVEMENTS THAT MIGHT BE CONSTRUCTION PLAN:
MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING. 3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER 1"IN DIAMETER SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST
TO DETERMINE IF CUTTING IS RECOMMENDED,ANY SUCH INDICATED ROOTS SHALL BE CUT CLEANLY WITH CLEAN SHARP PRUNING TOOLS
4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL ELECTRICAL,AND MECHANICAL CONDITIONS. AND NOT RIPPED,TORN,OR CRUSHED.
5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED.
6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. •
7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO NIIi\--- ' I
WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK.
8. REMOVE SLABS,PAVING,CURBS,GUTTERS,AND AGGREGATE BASE AS INDICATED:NEATLY SAW CUT EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION.
PROTECTION NOTES:
- 1. REGARDING THE"SAFE ZONE"FOR EXISTING TREES:BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION OPERATIONS,INSTALL A TEMPORARY PLASTIC ORANGE WEB FENCE AROUND ALL EXISTING TREES TO BE PROTECTED IN LAC .TH FENCE15'
P E E SHALL BE INSTALLED AT A MINIMUM OF AWAY FROM THE TRUNK(OR AS FAR AWAY FROM THE TRUNK AS POSSIBLE).PROTECTION BARRIER SHALL CONSIST OF 3'MINIMUM HIGH PLASTIC WEB FENCING ATTACHED TO#4 REBAR STAKES.ALL CONTRACTORS AND THEIRCREWS SHALL E NOT BE ALLOWED INSIDE THIS"SAFE ZONE",:NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA..NO WORK OF PLAN CROSS REFERENCES:
0 ANY KIND,INCLUDING TRENCHING,SHALL BE ALLOWED WITHIN'THE SAFE ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL HE COMPLETION TION OFC T E CONSTRUCTION OPERATIONS.
FOR NOTES' AND LEGENDS, SEE SHEET THIS SHEET. o' 101 20' 40' � •
1 a
f r
FOR R -
2. ALL ELEMENTS TO REMAIN AND SHALL BE PROTECTED FROM DAMAGE IN PLACE.ANY ITEMS OR MATERIALS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE` REPLACED IN KIND,TO THE SATISFACTION OF THE Know what's below.
OWNER. FOR CORRESPONDING PRECISE GRADING AND DRAINAGE PLAN, SEE SHEET C-1 " ' ry � ' SCALE 1" = 10'
Call before you dig. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-4.1 ACCT41_s2o3 133115b No. 2024—l 2
BENCH MARK NO. REVISIONS PLANS PREPARED BY -: DRAWN BY: PROJECT NO. ��,NAI.ascAp�� APPROVED BY: rr Q LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD ��4 1Crumw�Ba9�,y U T� O 1 LI P L! \N D ��L.��JD 2 �� a► \ DESIGNED BY:
,..,
Q �� GPD /GO/1- /�- r--zy1 SHEET J U T'EL\R R . ,
.. tr: j_PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIAPLAZA of z4 CHECKED BY: SRC R.C.E.MS'70Z L- 1 .1 ,, ,, rlOate RECOMMENDED BY: RECOMMENDED BY LAf 2DSCAPE ARCHITECTURE AND PLANNING_ DESIGN GROUP �` tr 11/01/24 2 OF 40 SHEETS 10221-A TRADEMARK ST..RANCHO CUCAMONGA, . �`' Ora RECOMMENDED BY: • [ViOL T �rVL� ITION LAN DRAWING NO.
CALIFORNIA 91730 PH:(909)484-2800 �` 1J ELEV. —,� of c�,4�F ENGINEERING STAFF 'ND 9 VE ►PMENT&T SPORTATION Pacof 379
1 1 .• 1l
CI 0 O LIMIT OF WORK 1 Q (TYP) 1 I /,© /,,,,///,/,,,,,, ,,,/,,,,,.,/,,,,,/,,,,,,.,,,,.,////////,,, ,,,,,,,,, /„/,,,,/,,,/,,,///////,,,,///// ,,,, /////,,,//i/fi/,,,,,,,,,,,,,//////i,/,,,,,,,,, ,/,/,,,,,//,,,,,,,,,,,/„//.,,/„ ///,,,,,,,'#/„//,,,, ,/,/,,,,,,,,/,,,,,,//„/,,,,,.,,,,,,,,,,,,, ,,,,/„ ,,.,,,,,, DEMOLITION LEGEND. ■ �. �� i� _, _` 41_ DEMOLITION CALLOUTS:
"'n SAWCU �: �,..� !! J/ ' ri��rzv� ! , t /r , / ," , / , / ! , ! / , t ! , / , �9 / , ' �, , .! ,/ ! , / / / /.V0 ." / , ,' • r ! / / ' / !',' / !',' / ,! ' , ,' ! / ' ' , ! ' / ' 7.1 / ' / ' May ' / ,, ' / , , 1 REMOVE AND DISPOSE OF COBBLE PAVING.
J HIV!/ /' ' 7/�' ! , / /' Jul/ ' t'Tle !' � �/ / / J��W,i' t��� ', \ /���/ O / ! , / / , ! , / , ! ! / ! , t / , ! , / , ! / / / / / / , / / / / / / ! / • E El ' ' ' / ' / , /' ' / / ' ' /' ' .//,' , / /' , ! „, ' /'/ �/' ' / ' ,, , / /' ' / t' ' /'/' ' / ,' ' / ' ! ./ ' ! / ' ! / ' / ./ ' / ./ ' / ./ ' / / ' ! REMOVE AND DISPOSE OF ALLEY ASPHALT PAVING AND BASE. t ' ' ' Alip ! ' ' ' j • . ' ' ' ' ' /'// ''/' ''/ ''// / ! ''/ ''/ ' ''J ' ''! �'/ • 1 ► <><>
REMOVE AND DISPOSE OF EXISTING UTILITY BOX,CAP UTILITY LINES. 014 /
10/01
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i /" , / / , / ! , / / • / /�/, / , ! , / , ! , / , / , ! / , / , / / , ! / / / / / / / / / NN \ 16�4�4�4�4�Iy <> REMOVE AND DISPOSE OF BROKEN CONCRETE PAVING. "' J ! / ! / , / / , ! ! � ' / , / ,/ , , wr i / / // / / ; / / , / / , / / , / / , / , / / , / / , / / / t / / , / , / / \ Q REMOVE AND DISPOSE OF BOLLARD AND FOOTING. `I J J t r , J ! , r / J / / ! J J , t ! ! tI / ! /• ! / ! OP; ,/- ! / / / , / / / ! / ' / ! ' / ! ' / /' ' / !' ' / t/ ' / !' ' / !' ' / /' / / /' ' / /' ' r Ilr 4 \ ' ' ' 6 CLEAR SITE OF WEED GROWTH,RUBBISH AND DEBRIS,. 0 I�r; ,! J t ! ! ! J J ! !� ! ! ll //4/,„ri ,' / J ' , ! , t ' / J ' J ; / ! , J ! t t i , t ! , ! ! , ! / , , t , / J , ! J t t t ! , / / \ 'i/ / / / / / / / / / , / / / / / / / LLLLLLLL ,r >� ! ' / ' / / / ' ' / ' / / ' / / , / / / , J , /,,/,/ / // / / i' ' / '".1 / , / ' / ' ' ' ' ' ' ' , ' ' /' ' ' '' ' ' /' ' ' ' ' ' / (E) 7 > SAWCUT REMOVE AND DISPOSE OF PORTION OF BIKE TRAIL ASPHALT PAVING le / / / ! , ! ; , / , , ! ! , , / , ! , , / , ! , t / / ! , ! , ! , , / , / ' , / ' , / ! , / ' , ! ' , / ' , / / , ,! ! / , , �! ` FIRE HYDRANT LLLLLLLL. `✓ ri / , / / / J / / , / , / �,% / / / ! / / / ' / / ' , / ' / , '/ / /'/ / /' ' ' i'/' ' /' ,- , /' ' , /' ' ' /' / / /' / / ,/ ! , / ,' ,/ AND BASE. / ,„ /!///! ,,,//, / . ///! / ,,// / ,',. / /',/ ,/ //,, /','// //,,,! /',/,/ ///,,/ !',',/ /'t'iJ .// ,., / ,'// ! ,//, /',/// / //,' / /',/ /','// /'/,,/ /'// / //// / /', ',/// N .... / ,/ / , J/ / / !/ / ,/// / /,/ / ,/ ,/ / ,/ / , �/ / ,',/ / ,' / / ,' / / ,' / / ,' / / ,' / / ,' / /',' / /',' / /',' / /'/' / /',' / /',' / /' / / /',' /'///' '',!/' i/ ' /// ' 8 REMOVE SIGN POST AND FOOTING. / / ' / / ' / / ' / / ' / / ' / / / / / , / , / / , , / ,' / / �/ , / ,' / / / / , / / / / / / / / / / ! / ! / ! , , / , / ,/ / ! / / ! , / ,/ i/ / 1"' t ! / / , ! J / / / / ! t J ! , / ! / r / / / r ! ' / / ! ! / t J / ! / J // // / r /t // / J t t / ! \ • h7 / ' ! ,/ ' ! / ' / / ' ! ! ' / / ' ! , / ! , / ! , ! ! ' / / ,' ! ! ,' / / ,/ ! ! ,' / / ! , ! ! , / / ' , ! ' , ! ' / ! ' / / ' / / ! ! , / / / \ 9 REMOVE CONCRETE WHEEL STOP. ! ' ! / ' ' ' ' ' / ' / / ' ' ' ! ' ' ' ! ' \ \ \ \ 10 REMOVE PORTION OF ARTIFICIAL TURF FROM PARKWAY. / / ! t2I'.Z' ',I'/ ,//iIi / / / / /7N. / / / / .' / / ' / ' / ' / ' / ' / / , / / / , ' / , ' , / ' / / ' / / , / ' / / // , / /
/
/
/
W —rs • / /'J','//'/'i'',' ','/ ,//',,','/ ,''///',,',, i',''///','' ,'/',,//'/',,','/','/,'//,'/,/,',// /' /' ,/'/'/ ////','r!//',' ///'/'/,', // ////////'t'/ _." /'/'//' /'/ //! /'// //'// // ,/'/' ilk EXISTING TO REMAIN:
ter'• / / / ! ! , / / / / J , / J / t / ! , / , / / ! j t / / J / / / / t / / / J / / ! / / / \ .jam � /'r J / , / / t , J / , / / ! , / , J / , t / / / t / / / , / , / , ' / ! / J / J ! / / r / / / / / / / t / ' ' / / / / / ! / , / / / ; / , / / / / , / / / , / / / / / ' / / / / / ' , / / / / ' / / / / / ! / / / ! , / / / / / , \ E1 RESTROOM BUILDING TO REMAIN,PROTECT IN PLACE. : J!,!i!!J/,' ,' !'/,i/• ',,,/�r',' !/,• ','tl�i','i/ /• ',,,, ,' i'�J�,',/!!/,'//ttr,','�J�t't/Jlt,','lt�t'''i/JJ'!''!�J't'' /�� "�" L� O ' '/�,,'/'i/,'/ /�/�,'/ '/�/',''/'/'�i ' ! /�� ,w� E2 ELECTRICAL PEDESTAL TO REMAIN PROTECT IN PLACE. / / ,
/ /
/ /
N.
(�IA in: i'/ • ' I�y�I'�/�,�!/�/!,'//�!' ���//,',/�/��',,�//,',/�/�,' /�,%,' /t,,!/ /�/�,' /�/�,' /�/!,' /�/��' ,�!/,' /' !,' J'•�,' J`!' ' / ,JJ ' r�t ''/�! '�!�! ' J '�r�,i 1 E3 WATER METER TO REMAIN,PROTECT IN PLACE. 1 -0 ! //• ,/ ,. //, / !/// , // ! / J , /J / / ,/ / / J, / , // / / J/ / / ,/ J , / / / / / / , / / / / / / / / / / / , / ! / J / / / , \ elk / , , , , , , / , , , , ! , / , / , / , / / / ! / ' / // / / / t ! / / . E4 BACKFLOW TO REMAIN PROTECT IN PLACE. z . SAWCUT , / ,/ ! ,lara / ! !� !� ' ' ' /' ' ' /' ' ! /' ! /' ' ! /' ' / !' ' ! !' ' ! /' ' ! /' ' !'!' ' /' ' ••�/' ' ' /' ' ' ' ' ,' ! ' '' ' /®i' ' /' ' ' ' ' /'/' ,� •>�. ! ! �` / / , ! ! , / ! , ! ! , ,/ ! , !/ ! , ,! , , ,! , / /' , / ,' , ! ,, , ,/ 4•; /!f/ , ,//! ,',,// ,',/// ,',, �! / /,, ' / / , E5 CITY SIDEWALK TO REMAIN,PROTECT IN PLACE. \""0, 14% \\\.
\\�\ \� _.\___ , ''!//, ,/r/l,'/,///,'Ji/!r,',////,'!// ,'/!!! /!///,',/ STORM DRAIN PAVING TO REMAIN,PROTECT IN PLACE.
/ ! i4444i444441►44444444� / ! ! ! ' / ! ' / / ' ! , / , / / ! / / , r / / ' / / ' ! / ' / ' ! ' \ \ \ \ \ SAWCUT J F�a hA ! i�A�M*4�4�4�4~4�4�4�����R��4�4�4�4±4�4����::_ ' ! ' ' ! / ! ' / ! ' !' ' ! !' ' /'/' ' .�� .'! !' ' ,!/' / ,'/' ' ,' ' ' ,'!' ' ,' t' 't,'! ''i' ���� '\„'� r
1 > BOLLARD TO REMAIN,PROTECT IN PLACE.
El O COLUMN TO REMAIN,PROTECT IN PLACE.
I I
vl I 2 CONCRETE CURB TO REMAIN,PROTECT IN PLACE.
N
v., ,ilia ,iaaaiiaiii ,iiiiiiiiiiiaiiiiiiiiiiiaiiiiiiiiiiiiaiiaiiiiiiimmft•iiiiaiiaiiimmii ,i,iiiiiiii immaamm a iiiiimimiiiaiiiiiiiaiiiiiii ,iiiiiiaaiamiiaiiiiaiiaiiiiaiaiiiaiiaiiiirnmaiiniiiamiimaimaiiiiiiriaiiiiiaiiiaiiiiiiiiiiiirii,dimimmiii�iiiiaaiiairiiairiaiiiiiii mihvii iaiiiaaaiiai ,i ,iar\ 0 STORM DRAIN PIPE TO REMAIN,PROTECT IN PLACE.
I 000NCRETE PAVING TO REMAIN,PROTECT FROM DAMAGE.
LIMIT OF WORK I I .
SEWER CLEAN-OUT TO REMAIN.PROTECT IN PLACE.
BOUGAINVILLEA TO REMAIN.PROTECT IN PLACE.
DEMOLITION NOTES-
. CLEARING NOTES: 2 PEDESTRIAN ACCESS TO REMAIN.PROTECT FROM DAMAGE.
1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE,WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS,TO UTILITY SYSTEMS,SURFACE PAVEMENTS,FIXTURES,STRUCTURES,OR VEGETATION THAT IS NOT 1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL TREES TO BE PROTECTED SHALL BE CLEARLY TAGGED.THE ZONES BENEATH THE SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN.ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO THE OWNER. TREE CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR VEHICLE ACCESS OR PARKING. 2 BUILDING WALL TO REMAIN.PROTECT FROM DAMAGE.
2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE,ALL CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE.SEPARATE 2. SHRUBS AND GROUNOCOVER PLANTS THAT ARE SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY AND THOROUGHLY.ALL ROOTS THAT ARE 2 EXISTING SEWER LINE TO REMAIN.PROTECT IN PLACE.
RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS.STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. OVER 1/2'INCH IN DIAMETER SHALL BE GRUBBED AND REMOVED TO 18"BELOW GRADE MINIMUM.ALL ROOTS WITHIN THE TOP 6"OF SOIL SURFACE SHALL BE REMOVED.DO NOT DISTURB ROOTS OF TREES SHOWN TO REMAIN. 1 f EXISTING WATER LINE&SLEEVE TO REMAIN,PROTECT IN PLACE.
3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS OF TREES AND PLANTINGS,ADJOINING CONSTRUCTION,AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING. 3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER 1"IN DIAMETER SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST TO DETERMINE IF EXISTING TO BE SALVAGE/RELOCATE:
CUTTING IS RECOMMENDED.ANY SUCH INDICATED ROOTS SHALL BE CUT CLEANLY WITH CLEAN SHARP PRUNING TOOLS AND NOT RIPPED,TORN,OR
4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL,ELECTRICAL,AND MECHANICAL CONDITIONS. CRUSHED. S1 EXISTING BOULDER TO BE SALVAGED FOR RELOCATION(APPROX.29 TOTAL).
CONTRACTOR TO STOCKPILE ON SITE FOR REUSE IN NEW CONSTRUCTION PER
5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED. CONSTRUCTION PLAN.
6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. S2 EXISTING LIGHT POST TO BE SALVAGED FOR REUSE ON NEW PEDESTAL PER CONSTRUCTION PLAN.
7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK.
8. REMOVE SLABS,PAVING,CURBS,GUTTERS,AND AGGREGATE BASE AS INDICATED.NEATLY SAW CUT EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION.
PROTECTION NOTES:
4 1. REGARDING THE"SAFE ZONE"FOR EXISTING TREES:BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION OPERATIONS,INSTALL A TEMPORARY PLASTIC ORANGE WEB FENCE AROUND ALL EXISTING TREES TO BE PROTECTED IN PLACE.THE FENCE SHALL BE INSTALLED AT A MINIMUM OF 15'AWAY FROM THE TRUNK(OR AS FAR AWAY FROM THE TRUNK AS POSSIBLE).PROTECTION BARRIER SHALL CONSIST OF 3'MINIMUM HIGH PLASTIC WEB FENCING PLAN CROSS REFERENCES.
ATTACHED TO#4 REBAR STAKES.ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS"SAFE ZONE",NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA.NO WORK OF \,, ® ANY KIND,INCLUDING TRENCHING,SHALL BE ALLOWED WITHIN THE SAFE ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION :.
OPERATIONS. FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET. o' 10' 20' 40' " R FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2 . 2. ALL ELEMENTS TO REMAIN AND SHALL BE PROTECTED FROM DAMAGE IN PLACE.ANY ITEMS OR MATERIALS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND,TO THE SATISFACTION OF THE Know what's below. OWNER. FOR CORRESPONDING PRECISE GRADING AND DRAINAGE PLAN, SEE SHEET C.2 'A;r:C'-176T'
Call before you dig. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-4.2 SCALE: 1" = 10' BENCH MARK NO. REVISIONS PLANS PREPARED BY - scA alp rvo. 20?.�"..�2, 820:
PROJECT
NO.
ANp PF DRAWN BY: APPROVED BY: PROJECT No.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD �(O It.mumgyea90 CITY OF U P LAND 3 �� A� o �� DESIGNED BY:
41.4etd 2 �� -2Y
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ARCH1TERRA ``+ t �,! -PUBLIC WO GPD aget-2.-, s DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA SHEET DESIGN
______
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7 za * CHECKED BY: JRC R.C.E.y57�•L L- 1 "2 ' ©UP '' W"'° RECOMMENDED BY: RECOMMENDED BY:
3 OF 4Q SHEETS
LANDSCAPE ARCHITECTURE AND PLANNING �s 11/01124 ► ,�' �' Dote O\Q RECOMMENDED 8Y: DEMOLITION PLAN 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, , , 4 ,�+. ) DRAWING NO.
ELEV. CALIFORNIA 91730 PH:(909)484 2800 .� F Q ' �� of c►�4�!
- _ ENGINEERING STAFF LAND REV LOPMENT&T' •NSPORTATION Pa02 of 379
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,' I I I CONSTRUCTION NOTES:
',I EXIST. BUILDING .0G I ( 1 CONST.6"ROUND ATRIUM GRATE(GREEN)BY NDS PRODUCTS. fi I \(1.h0 ( • 9 CONSTRUCT INFILTRATION TRENCH PER DETAIL ON SHEET C-2. y Y Abcb' I sm-•em.�. _ ra ``" a [�' �. ' , ,. j _ - wO.. �� ,a�-Q 4 , 4 'rb `C V .. - { C I I 0 SRI . ,�_... a!wl & '"' r 4 7�lf 4 • A /` p�' 1 v a V �• d �iu 4 . :7-,
I;EXIST. SW 4 ,, .■: • °�° ` i I / °� .o� • e' `l' 1. ` .F :'F's ..., - ,x? j b. .. d •. I ,` : r .-., a d. � _ _• tx �' �, _r d1 a 23 w
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r . . t r : ci __ ..:_.:..:,..�_. .. s :1 4 o o ' o r R=1/2" f �• • in ., c� u;, I. ■ _ '> %: I . 1.8/o MAX i� r. 1 �`' Gj ��" �\ `�h,, �� .. / .- .� a 'fig 4j� �- ---- c .�.I ^so o O :; l �' �1 T 1_ a� ,~. . ,- - ::- � ;{' � ';;`�`� '_-T�.�I I, ._I 1�i 1 I -i I._I i 1-!!H I Ell I I- CV o I I �c,, \ti g� . . o \ 2,• \ !> SCALE: 1 -2 0 0 O .. 3 3(?'. lC. • Oi . iiiiimiir
, : 7, , , , 1,, , ., , ' 'c'' c o .)k 4 ► 8. 1� r. .t ,:p..;oc,.,�- ,,: -i 4 _ 4 4 :..Fs2s8 - _._. ...� `� �Gl�.. :FlB_0p. FlB` O cb.0 0 5 v : 38. 3 P.A. -` .�c? ►ti \� Ig F 1 b 4 a a !� ao�e� P.A. �.ti • ao,e� LEGEND.
I �� IIII . tao sld ;. 3 5!�� 5 1 .
p . . _ a h do= 5 �e� AC ASPHALTIC CONCRETE ' 8.T 5.0' „� 00 F AR):`.? o eid 1 0 ACK OF WALK rb F ,, Lao-�� ?1 p� O �..... •.0 . .aEXIST,FIBER OPTIC , .
0.5% ' ' n: _�.. „ O ,. �� '... . >y "� P.A. PLANTER AREA i
t. I
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� I I s.'- ���� t .- � _ 0. 5 .. � � o... � ' - Pp� ��..� ;V EXI•�f FL FLOW LINE II `o6'oC .( `, ,• h iao-era �' ('3 (, `O . /, .ammo � 1 7/0 _ ■ ■ . : '..{
\ . ,,9, , . J 1 O ,O C. o 1 ` ) FF FINISH FLOOR �C ;:.! ; - - Q O��J h 5 0 1� g'b'\�J ,r\G, .'. 4.
IS' "\G 00 00• : , 37.72 . A: 3 f Cf \ «fir, ` 1 _ L('� v O `' �' I` FG FINISH GRADE
i •c ,; Q� ��` 0 ! .�. � 15 _ ,� . ir►, a _ . :! :,r� `'' �0 !"!! ����. '`� = 0'0 FL FLOW LINE v \." '• �,. :s ©�. .� �(J• (�� '*,.K.a°,... .,., •� _• ..N - • j `"}� is`;. „ n�z) �. ( t� o..I h �C.. ( C FS FINISH SURFACE \ ii oG "�.. oC p A• ss ^3(b `: N .. _! ! t`�`, '1 IV a>. (1-'' " L1-44810,w415,6-- '��l L`L��' "„ (l ✓' t \�, GB GRADE BREAK I � INV INVERT `p �,\ -- - _ __ - -- -_ - 7,,,...., - O `�- ---i •, . �i TP TOP OF PILASTER c { o, qgh 37.6 TGXIST. CURB&GUTTER TO REMAIN \ EXIST. P.A. I I �1t x„ mil �1 PROPOSED i (1, b 0 ,b1 �'\ 'k EXIST. P,A. ©34.3 INV ,. PROP. P 0 v�O� v�O� �I v 4 I- �� -� .- ���' I I - _: . I � :iv SD STORM DRAIN 7- -,... �`�� I I `� y f p p I I I4 TC TOP OF CURB ---"\
III `'38 I (` �r',i '� 5 co �, 't I I I TG TOP OF GRATE I (� (� ti EXIST.CURB 0 TRW TOP OF RETAINING WALL I •9 ^ ( / I TSW TOP OF STEM WALL ./////////0/f////////////// //fffffff //r ///////f//f//��////////i/ 42/////fffffffffff/fffffffffffffffffffffL/ffffffffle9r�XYfffffffffffffffffffffffffff/fffffffffffffffff✓fffffff/ff/ffff/ff/ff/fffffff �f, ////f/////fff/ ////f///////////////f/ /////////////////////////////1 ,; 'f///f// ////////////////////////////////////// /////f//f/f/�'Y/////�(1///l//////////////// ////��////////V//////////////f//f//f//f//f/. TYP TYPICAL / I II I I 01 ` I I I I I 97.61 PROPOSED ELEVATION , k 123a
LIMIT OF WORK \
I I � II I I G (97.61) EXISTING ELEVATION i. , --NJ I I1 0�Fca 1213% III yc�<c' SLOPE h
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I I I �'N• hh� \ II I I o� �'��/ I I I \\,ti4. \ I I 11 \ RETAINING WALL t i II 1 _ N ( ) I O\ AREA DRAIN DROP INLET AND DRAIN i. , - / - c.' '� \(y0` . AREA DRAIN PIPE '< ��' `�14 I I vQ - - PERFORATED AREA DRAIN PIPE ;1 \(L 0
01•h ,. ti� \`L A• ► AREA DRAIN FLOW DIRECTION } �(ti 1�'�� NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SURFACE FLOW DIRECTION/SWALE " SITE CONDITIONS IN ACCORDANCE WITH SECTION 3 OF THE - I I STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE II I I RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF ALL I I c� I GRAVEL OR COBBLES PER LANDSCAPE PLAN -II 1 ?co ca �c� ...
I PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES t AND PROVIDE FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE DECOMPOSED GRANITE PER LANDSCAPE PLAN I WITH PART 4 OF THE STANDARD SPECIFICATIONS. - ' zel
-• .. 4 • CONCRETE PAVEMENT PER LANDSCAPE PLAN
is *NOTICE TO CONTRACTOR: 1111. . • � CONCRETE PAVEMENT PER LANDSCAPE PLAN
PRIOR TO PERFORMING ANY CONSTRUCTION,THE CONTRACTOR - `' SHALL POTHOLE, LOCATE AND VERIFY THE LOCATION AND r F"�3-CPT EXISTING FIBER OPTIC LINE
ELEVATION OF THE EXISTING UTILITIES,WATER LINES,SEWER,
- AND THE STORM DRAIN LINES NECESSARY FOR CONNECTION.THE 4- '" 4 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY 1 ® , DISCREPANCIES OR CONFLICTS.
SCALE IN FEET
Know what's below. oI 0 20 30 40 Call before you dig. B o 20 ail)N 24- IZ .
BENCH MARK NO. REVISIONS PLANS PREPARED BY �pN �� DRAWN BY: PROJECT NO. pSCgp APPROVED BY:
LOCATION:
MARK DATE INITIAL DESCRIPTION DATE APP'VD �O lcrumwje 9�, DM ciTy ® upLAND 233$ -:.' r U�s���� / as ��im DESIGNED BY: aidl•:-: //,04.‘d �A f /_u �J SHEET I
,4:- -
' `IGPO PUBLIC WORKS DIRECTOR DAA•Ty TOM THOMAS MAGNOLIA PLAZA ARCH �TERA � CHECKED BY: R.C.E. �� � . D 81ln n
DES �� GROUP �� * 07-3 24 * JRC RECOMMENDED BY: RECOMMENDED BY: PRECISE GRADING AND DRAINAGE PLAN OF 2 SHEETS wal Data
E LANDSCAPE ARCHITECTURE AND PLANNING , I . & 11-21-2022 `v RECOMMENDED BY: DRAWING N0. 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, �. 1` Date •�1 CALIFORNIA 91730 PH:(909 484-2800 , "" 9�` Q w al ` �` F 0 `. L ELEV. LS- - 1 0 OF C p1,� ENGINEERING STAFF '�%D ELOPMENT&TRANS'►'TATION . - ..... .. .. _. ..... .. .. _,_ .».. v - .v..,„r .,,o.ys.,a.w5 .a..n -. ,..,..r ..m.., ,: .,+.. .w,r.a. nx .r.+,:v,., ,..N. .._._ _.._o-. ...., ..,..,.. ,..,- ..- q...em ,..._wr+r+M ewr. a .zz.,.. ,r'_v.✓. ak,,..w..nar .-."... ... -...: .e ..-:.:.- .«x.,..,ev. .+....,..e.... r..,........,., ,r.,W .:v.%*v +.Ma+s:.o-}-. , ._ _._ ...s..e.„.., .. .. _.. .. ..._,w.... �. ., ,.. ...-..,._. v.. .x..... .:.. ..... . ,.- .. s _.+Fs ,, ,.. _ ... ,. r. .v .,- r..,w,.(:r. .s -.:., ...,. i . c. r.., ws i?«A< .wt#fxNW:,. '•^ N 3M--W+f". ..., � -�. � .�w.. ,n ,. - .: .„ +:. �, PO of 379
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1240- �� 1 1239 LIMIT OF WORK �ryn� �w 1 ,,,, ' ,,,,,,,,, 4 f.1Ciiczzgazzzazzarazazz, wo-� ifiiii//miiiimikerniii miii mi.�i�ii i///i % i ifif�,/m//i//iii//miifif�ifiiiiiiffi miff mim•f mp- iifiiiiiififfi miEi miff miiiiiiiffiffiff�fififififfifff fluff,whim �7' timheieiiff�ifimiktiiiff�m hwii�lfffifif�fi/iiifi�iifif/bwifi��fifi�m fife fff mbriii�iiff mi him m iiiigs 1 �� \4 � �' EXIST.STONE WALL o �' EXIST.WI FENCE ti`� 1 �', :_� : P.A. > � �� P.A. -- �' ��'z' /\��Q . ■ ❑ . ' O 1 �� CONSTRUCTION NOTES:
p� o -\ O CONST 6 ROUND ATRIUM GRATE(GREEN) Y NDS PRODUCTS y o
123 � I 1 EG N B ) i ` y.38 :• `� 5... ._ - � ' � g' '' �� �'" � � `b P.A.b. 4 2,• � a It/?�`� � `� [ STEEL GRATE BY
4. EQUAL.
d, "� c�*a '�� ,�„:�- ti \ .,0,�0 O CONST/BROOKS 1212 CATCH BASIN WITH / F °' . '. . , 0a0U � JENSEN PRECAST OR APPROVED QU aoa
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1 ..;..- �.: '` � ��� 4 ,Q.�OpQ U 3 CONST 6 RAISED CURB PER DETAIL ON SHEET l �-�, a
5 RNV
CONST 6 SDR-35 PVC DRAIN PIPE
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�b 5 � ... .. ... �• � , 5 CONST.8 SDR-35 PVC DRAIN PIPE. 4 . {, 00ac
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w, . .. •. . .. ;. .,�. .. PERFORATED DRAIN PIP �j. LLL '� ��"�':: ..:::' ": � 6 CONST.8 SDR-35 PVC PERFORA E. w. :
. .........
1239 ,.:. cs 5: . ....: o ... ' .�' p: .. C�© -4 .. . .. .. �� .. ...• PLAN No. 151-3 t I 5 �.` I 0 CO .: ,,,.--'"" ao r : ..... . . . . / � ,. o . ...._. � .�:.. .,. o �•� � (INLET'TYPE2 PARKWAY DRAIN PER SPPWC STD cn" . : . O :`' EXIST SW t
' I = 'I ' ate'` ``� `��1Q o`� 5 8 CONSTRUCT 24"WIDE CONCRETE CHANNEL PER DETAIL HEREON. . . P.A.PA / `� '` ( 4 :
N% , CONCRETE. ,. �.
LXu. o '::... '':.' ' : 9 CONSTRUCT INFILTRATION TRENCH PER DETAIL ON SHEET C 2.
GING P: II..; .'.... ' N t a� .. 0 O ,.,,,,-R fb // 10 :. ..01. 1P' g I W - i BW BACK OF WALK a P.A. h '1 "� 4 F. �F�9-OPTD m� v
la •. - - '. :.. .Q�` . ". . :.:.: ,� _, gD� �. . 024"WIDE CONCRETE CHANNEL PER DETAIL HEREON.d''';'-‘cc.) FL FLOW LINE �' _ I R`1�a. ►��... (': ^ao !` �1 / ,�`b ca ,� 5 /,,'7 `b 0�` �.• P,A. 1 Q FS FINISH SURFACE W ��: 4 �ti ��• ���� ♦ �' ..: . Y �'�'S F .. D a Lei 0 GRADE BREAKf1 GB ooaINV INVERT = �...........:.... ............... .. ►�� ----- ,- _.......�„�..�.,.��. 1238 �"_ . u'. ,.• © 5• * 2o4kas .45 CM .„ cb
.....�.. 0.37.10 TGTP TOP OF PILASTER V) •"•••• .► • oPROP. PROPOSED W �_- ti`: ___ — -_. .. o.. .. ..,H•� ---_ r - ` � ,, «, SD STORM DRAIN ►•e ...... :...:.:.::................................................... .......... ............... - ---y....�.._:: ::.::..:.:::::.':.'.:. .. .cam.... "...."`��.... '` -__ •, saiii T P F RB `i.. .. .............. PAC�FIC.ELIIPJ to ,�.......... Arr ti TGTOP OF GRATE ................. ............. .....►a....... ............................................... 4 � .................. ......... ... .. v . t ,1 '16.
�. � ■n ♦ do TRW T RETAINING � � : - - �__._______��.._-.� ..�:.. tL ,� A. .? LANDSCAPING AND COBBLES PER LANDSCAPE PLANS _ TSW TOP OF STEM WALL , ►f .... � 38.00 4 o. 01 �j po ., _.e.a......." .".:-:':'::: ::':'::':':'::':':':':':':':'::...".... ....�; ... •c�.......�. — ` }� TYP TYPICAL �• ►�.. FS y o `� P.A, ,n 1
�• © .. :.'...'.".......:::.: ::. ::":":.::":::::...... VARIES II 97.61 PROPOSED ELEVATION �`l ':• : •. 1. ►it c' tt • ! "■ � '� •"� �� � 'e 45 005 : ''..... �. o , �`' �.. �\ ,n�,•���® ►:� �•• --w•ter-►vi.+� .►i :." 4�`.i� QA !- ... ... .'.'.'II... .� ..,........ ... , 1 (97.61) EXISTING ELEVATION ►i - /. .. . . . '`�....'•"" I�_ 1"� :..:�..'`�.:...^. . ...... . ::":":":Il w i SLOPE ♦ ►�.: �: � a'• ' -- �. �. �""'�. P.A. �- t .�.� . x,,� iA ►! I r ::,! }. �'' c3•� , : ♦ 4 0 4 CONC`f�T . � 1 �.
AREA DRAIN DROP INLET AND DRAIN ►a >,Rr A. 1 Gi 4 �`�.:.::..: �/ ",..,...,......., s, `1.�,/ •.'':y•- ''''.0 ETr� i •- • .�,i :,gin " LA f r _� ,� 5 ��� ` P) 5o C� """' ._. ( c • 6 GRAVEL LAYER PER LANDSCAPE PLAN AREA DRAIN PIPE ,• r .� tt 'I t: '� C� `L - s. 123 ... . ... . . . .. 1 fl � � � ,. : . . .: 1 ` �� � '� ::.-��:.,=. >: 2/3 WASHED SAND AND 1/3 PEAT PERFORATED AREA DRAIN PIPE pi ( �,v ,� �"'�.�� OD 'OO 3 l . ^ , . �Qyle0 4r:ter:•r.s .r. t.: s AREA DRAIN FLOW : .. ...... : ., ,. ...rr: , . .. : .37.35 . . . .: . .' :. .. ••. ♦ . .. . .., . r, .: • � its- • 7.4^
• ,~ 7.::•:00.0
/�. e etittl 0! „A W DIRECTION . . ... , ,i.. . . . . . ,. . .._ s �,. 1 ,� _ �� o � 4 ••s,. �t;�" FS �. a `� G --oair. -w1 i "+ '1► ` ...�.r..✓ ♦�, , aye 3/4 CRUSHED GRAVEL �� w: O. " ,R- • _� tr 'Y • O b� - ORAri I��idIt SURFACE FLOW DIRECTION/SWALE EXI T. FIBER OPTIC'' ••�'�a.���'f 5A ©; ., O . iit ,�= :-�g '- 'Y`''�o C° -'- 'ip''-~= 8"PERFORATED DRAIN PIPE.GRAVEL OR COBBLES PER LANDSCAPE PLAN`t{ ' ,t o 4/ ice ,►,r lie. ' `X i •�J ti. o oD, S ,�, 01, 1� il'���l0y- ,,,: ,
'��' =a oo o.. _ ./��'Witt=�,�1Z!�� w ,� �,, �� © ti `' �; 4� ^ " s R;7 \l �•� �� ) ecs .� INFILTRATION TRENCH .. . �• •.' G 1 `�% do �� oo `b% J •• • Q. a�0 9 DECOMPOSED GRANITE PER LANDSCAPE PLAN I 4 oo. �" oo. h 4G off. 01 1 0�. ��� �`.'.._.,;�0 c ! O ,:
`, , • i C 1 3 � • SCALE. 1 -5 • • •'• :: •'• .• • CONCRETE PAVEMENT PER LANDSCAPE PLAN -. — — i © 0O ■ Cr ■ ' t. I I ` E - : o.�h v EXIST.VINYL FENCE o�1 © �o' I i - I a I ,► • rl"a �,4. c�/ g• -4i G4, .
CONCRETE PAVEMENT PER LANDSCAPE PLAN 1 ) i _ q 4, 'I6,5' ? 23.5' .. — f I on' •Kv �<>, 4 4 - I -i- <V II II / 0�' ,��o��� 2.6' 4.8' I 9.2' .. ��'1 r, 0� 4ti 1 �4 NOTE: SEE LANDSCAPE PLANS SHEETS L-1.1 AND z1,,
t. ,,,/, „i, im.17 ,,,,,,,,,,, „/,,,,,,�,,,,�, i im„�,�,,,,�,i,,,,,,,,,,,,,,,,,,,,, ��,,,,,, „,m,,,, ����i������i���m,,,,,/ ,,,,,,��i�i�/✓U���/����/✓Ui�����rnmiU�����/✓iUU����i���iU�/Jfim,,,,,m,���/����i��m,,,,,,/,,,,,,,,,7U J�m,,,,,,U,,/,,,,,���Ui���t,,,,,ii,,,,,,,,,i,,,,,,,,,,�,miii/vm,, ;�; L-1.2 FOR DEMOLITION. 'b
I I ' / I LIMIT OF WORK 1 �° •
I I \tir'Vol)/ 1237 I o
I I N
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x G/ ,/ - I 000,E I i 1 II 3 `�o
I Ai(1)6.
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB I / SITE CONDITIONS IN ACCORDANCE WITH SECTION 3 OF THE W STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE I J RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF ALL /t
PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES
AND PROVIDE FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE
WITH PART 4 OF THE STANDARD SPECIFICATIONS.
lial -
*NOTICE TO CONTRACTOR:
i PRIOR TO PERFORMING ANY CONSTRUCTION,THE CONTRACTOR ii 4 SHALL POTHOLE, LOCATE,AND VERIFY THE LOCATION AND 0( ELEVATION OF THE EXISTING UTILITIES,WATER LINES,SEWER, o AND THE STORM DRAIN LINES NECESSARY FOR CONNECTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SCALE IN FEET < DISCREPANCIES OR CONFLICTS. 0 10 20 30 40
Know what's below. f , _;,... , f ' a,. � R ,dam-wLo:i�
Call before you dig. G t . No.202 - _tz BENCH MARK NO. REVISIONS PLANS PREPARED BY �PNDSCA DRAWN BY: APPROVED BY: crryLAN PROJECT NO.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD ��O 4.Krumw7ea9c,y DM $2 g _-- -- Z A a DESIGNED BY:
�, c1 ,c �'� n' if ji-Zy SHEET q � �� �� � _ FE w GPD — ,- TOM THOMAS MAGNOLIA PLAZA --- -- D D �. J Sign n CHECKED BY: �5J—PUBLIC WORKS DIRECTOR DATE C- 2 '`, R.C.E.
� DDESOCO►N OROjP mg;
JRC RECOMMENDED BY: RECOMMENDED BY: PRECISE GRADING AND DRAINAGE PLAN OF 2 SHEETS --- -- LANDSCAPE ARCHITECTURE AND PLANNING .•0 11-21-2022 `Q- RECOMMENDED BY: • DRAWING NO.
--- -- 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, , . IN Data . --- CALIFORNIA 91730 PH:(909)484-2800 ` ,`� °I' ELEV. ��� �� �F c A�-�F ENGINEERING STAFF 4��—..I, ► •RTATION LS XX 01 Ftsugziod41 of 379
1 CONSTRUCTION NOTES: WALLS SCHEDULE:
1. CONTRACTOR SHALE.NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
CONCRETE MASONRY UNIT
2 WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS: FOR E STAKINGLOCATION of WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS SYMBOL DESCRIPTION DETAIL. HEIGHT STRUCTURE FINISH COLOR CAP TYPE CAP COLOR CAP MANUF. GROUT COLOR REMARKS
3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL 1 FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING(GIVE A MINIMUM OF 48 HOURS NOTICE),
4. FOR SITE GRADING,SEE CIVIL ENGINEER S GRADING PLAN. CDSEATWALL AIL-2.6 18" POURED-IN-PLACE CONCRETE SMOOTH SACK NATURAL GRAY NO CAP N/A N/A N/A WITH SKATE DETERRENTS,REVEAL& VERTICAL JOINTS©5'-0"O.C.MAX
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
8. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REOUIRED, REFER TO IRRIGATION PLANS; izzo CHEEK WALL AT STAIRS G/L-2.7 2'-0" POURED IN PLACE CONCRETE SMOOTH SACK NATURAL GRAY NO CAP N/A N/A N/A
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. ® CHEEK WALL AT RAMP H1L-2.7 VARIES POURED IN PLACE CONCRETE SMOOTH SACK NATURAL GRAY NO CAP N/A N/A N/A WITH SKATE DETERRENTS,REVEAL
8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. VERTICAL JOINTS©5'-O"O.C.MAX
9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP TRANSITIONS.
W-14" 6'-6"HIGH EAST ENTRY A/L-2.8 6'-6" PRECISION CMU NATURAL STONE VENEER SIERRA COBBLE POURED-IN-PLACE NATURAL GREY' CUSTOM NATURAL GREY SOUTHWEST BOULDER&STONE
10. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE.ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. COLUMN CONCRETE OR LOCAL QUARRY SITE AMENITIES SCHEDULE: cm CMU COLUMN STRING. G/L-2.6 3'-0" PRECISION CMU NATURAL STONE VENEER SIERRA COBBLE POURED-IN-PLACE NATURAL GREY CUSTOM NATURAL GREY NON-STRUCTURAL POST BASE SURROUND LIGHT POST SURROUND CONCRETE SOUTHWEST BOULDER&STONE
OR LOCAL QUARRY
SITE FURNISHINGS
SYMBOL DESCRIPTION DETAIL MANUF. MODEL MATERIAL COLOR 1 MOUNTING REMARKS (W-16) 3'-6"HIGH EAST ENTRY AIL-2.8 3'-6" PRECISION CMU NATURAL STONE VENEER SIERRA COBBLE POURED-IN-PLACE NATURAL GREY CUSTOM NATURAL GREY SOUTHWEST BOULDER&STONE �A-11) CITY PROVIDED TRASH F/L-2.8 KEYSTONE RIDGE DESIGNS CITY PROVIDED POWDERCOAT RAL 6005 SURFACE WITH ANCHOR BOLTS CONTRACTOR RESPONSIBLE FOR INSTALLATION ONLY COLUMN CONCRETE OR LOCAL QUARRY RECEPTACLE CD POST LIGHT CMU PEDESTAL F/L-2.6 3'-0" PRECISION CMU NATURAL STONE VENEER SIERRA COBBLE POURED-IN-PLACE NATURAL GREY CUSTOM NATURAL GREY NON-STRUCTURAL POST BASE SURROUND (A-12> PICNIC TABLE QCP Q-LBT102PTADA LATTE;CRAFTSMAN ETCH FINISH SET LEVEL. -- WITH STONE VENEER CONCRETE SOUTHWEST BOULDER&STONE
OR LOCAL QUARRY'
(A-13) CITY PROVIDED BENCH EIL-2.6 KEYSTONE RIDGE DESIGNS CITY PROVIDED POWDERCOAT RAL 6005 GREEN SURFACE WITH ANCHOR BOLTS CONTRACTOR RESPONSIBLE FOR INSTALLATION ONLY CONCRETE DESCRIPTIONDETAIL S MBOFINISHCOLORCAPTYPE BIKE RACK{3-5 CAPACITY} J!L-2,3 KEYSTONE RIDGE DESIGNS SNO3-5 POWDERCOAT RAL 6005 GREEN SURFACE WITH BASE FLANGE&ANCHORS` 3 TO 5 BIKE MAX.CAPACITY SYMBOL HEIGHT TY E CAP COLOR CAP MANUF. GROUT COLOR REMARKS 18°STAGE PERIMETERB/L-2 CONCRETE PERDETAIL
_ (W-21) .11 18 ETAIL. NATURAL GRAY NO CAP N/A N/A N/A WITH SKATE DETERENT PER DETAIL. �A 15� CITY PROVIDED BIKE.:: HIL-2.8, PARK AND FACILITIES CATALOG 567-1002 GREEN RAL6005 SURFACE WITH BASE FLANGE&ANCHORS CITY TO PROVIDE.INSTALL PER MANUFACTURER'S SPECIFICATIONS REPAIR STATION CONCRETE WALL (A-16) CORNHOLE GAME - QCP Q-CH2 LATTE SET LEVEL HONED FINISH KW-22) RETAINING WALL(BACK CIL-2.11 2`-0" POURED-IN-PLACE CONCRETE SMOOTH SACK NATURAL GRAY NO CAP N/A N/A N/A -- BOARDS(2)
OF STAGE)
(A-18) BIKE RACK(7-9 CAPACITY) JIL-2.3 KEYSTONE RIDGE DESIGNS SNOT-9 POWDERCOAT RAL 6005 SURFACE WITH BASE FLANGE&ANCHORS --
SITE STRUCTURES SCHEDULE
- - - SYMBOL DESCRIPTION DETAIL MATERIAL F
A 19 ADIRONDACK CHAIR DIL 2.6 LOLL DESIGNS AD-4SFT tG LEAF GREEN INGROUND ANCHOR SEE DETAIL FOR ANCHORING INSTRUCTION Y L 'ION DIMENSIONS PREFAB.MANUF'. PREFAB.MODEL MATERIAL GOLOR1 HARDWARE COLOR REMARKS 1�}
/q_20 ADIRONDACK CHAIR D/L 2.6 LOLL DESIGNS AD-4SFT- SS-0 OR SUNSET ORANGE INGROUND ANCHOR SEE DETAIL FOR ANCHORING INSTRUCTION` BRIDGE AIL 2.7 PER DETAIL COMPOSITE BOARDS TREX DECKING: 2x6 TRANSCEND ROPE SWING: N/A PER DETAIL r
BOULDERS ENTRY STRUCTURES
SYMBOLDESCRIPTION
DETAILSYMBOL DESCRIPTION DETAIL DIMENSIONS MATERIAL MATERIAL COLOR COLORA APPLICATION HARDWARECOLOR REMARKS E N : MANUF.:. MODEL MATERIAL COLOR 1 MOUNTING REMARKS P ' A-61. LANDSCAPE BOULDER G/L- SS-11 2.3 N/A NIA GREY SALT&PEPPER GRANITE IN GROUND SIZE PER PLAN,CONTRACTOR TO STOCKPILE EXISTING ) ARCHED PRIMARY ENTRY NI 2.9 PER DETAIL MIXED SEE DETAIL NIA PER DETAIL
BOULDERS ON-SITE FOR REINSTALLATION PER CONSTRUCTION
PLAN.ADDITIONAL BOULDERS WILL BE PROVIDED BY CITY. GAZEBOS&PAVILLIONS LANDSCAPE FEATURES SYMBOL DESCRIPTION DETAIL DIMENSIONS MATERIAL MATERIAL COLOR COLOR APPLICATION HARDWARE COLOR REMARKS SYMBOL DESCRIPTION DETAIL MANUF', MODEL MATERIAL COLOR 1 MOUNTING REMARKS BID ALTERNATE N2 I.(\SS-21 4-POST PICNIC SHADE AIL-2.4 PER DETAIL MIXED SEE DETAIL PER MANUF. PER DETAIL FOR STRUCTURAL REQUIREMENTS SEE ENGINEER'S DETAILS (A-91) TREE GRATE IRONSMITH CAMELIA#7258 BLACK PER DETAIL 6'-0"SQ.W/FRAME. STRUCTURE - SS-2 - 2 CANTILEVER A 2 DRY STREAMBED B1L 2.6 CUSTOM NIASIERRACA TILE ER SHADE AIL 2.5 PER DETAIL... MIXED SEE DETAIL PER MANUF. N/A FOR STRUCTURAL REQUIREMENTS SEE ENGINEER'S DETAILS 9 � U 'COBBLE N/A SOUTHWEST BOULDER AND STONE OR LOCAL QUARRY.
STRUCTURE
(A-94) PERMANENT BOLLARD F/L-2.11 RELIANCE FOUNDRY R-1040-C40 POWDERCOAT RAL#6005 PER DETAIL -- SIGNAGE SCHEDULE:
A 95 PERMANENT DECORATIVE EL 2.7 ATKORE BOLLARD PDT06080F S20 CARBON STEEL GALV.SCH.30 PIPE FIXED IN GROUND CALPIPE 6 DIA.SCH 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE,S20 CRASH BOLLARD RELIANCE FOUNDRY-COVER R-7595 POWDERCOAT COVER,RAL#6005 WITH COVER RATED FOR 20MPH WITH A RELIANCE FOUNDRY 8 DIA,IRON DECORATIVE COVER: INFORMATIONAL 'MOSS GREEN" CONTRACTOR TO PROVIDE SHOP DRAWINGS&SAMPLES FOR CITY APPROVAL SYMBOL DESCRIPTION DETAIL PANEL MTL 1 REMARKS UTILITY BOX COVER G/L-2:8` WUN R S-42 STAGE DEDICATORY SIGN AA.-2.11 PRECAST CONCRETE' PRECAST CONCRETE PANEL INSET INTO FACE OF STAGE WALL �A-96� X ER DER COVES TO BE CONFIRMED GALVANIZED STEEL PER DETAIL CONFIRM SIZE REQUIRED FIELD,FILL LID TO MATCH ADJACENT PAVING SURFACE: � L EXISTING SCHEDULE. "
- S-43 YIELD FOR PEDESTRIAN... . J/L-2.8 63.ALUMINUM ATTACH SIGNTO LIGHTVANDAL A 97 GREENSCREEN VINE EIL 2.11 GREENSCREEN STANDARD 4 x 8; BLACK IN GROUND WITH CONCRETE.FOOTING CENTER PANELS BEHIND STAGE AS SHOWN PER PLAN 0.0 POLE USING RESISTANT HARDWARE PANELS PANELS W/POSTS SYMBOL DESCRIPTION DETAIL ADDITIVE ID ALTERNATES.
(A-98) REMOVABLE BOLLARD F/L-2.7 RELIANCE FOUNDRY R-1009=40-R C40' POWDER COAT,RAL#6005; PER DETAIL - KEX-101 CITY SIDEWALK PROTECT FROM DAMAGE W/CAP
Ne 1. 4 COLUMN PICNIC SHADE STRUCTURE (EX-102) RESTROOM BUILDING PROTECT FROM DAMAGE PAVING & SURFACING SCHEDULE: SS-21 (2) (EX-103> CURB AND GUTTER: PROTECT FROM DAMAGE` CONCRETE' o "x EX-104 ELECTRICAL METER BOX PROTECT IN PLACE SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN' EXP:JT.TYPE EXP.JT.DETAIL CTL.JT.TYPE CTL.JT:DETAIL FINISH MATERIAL COLOR CAULK!GROUT C/G MANUF. REMARKS N_ �. ADDITIONAL 4 x9 TUBULARWEATHERING C STEEL BEAMS (6)AT EACH CANTILEVER EX-105 BOLLARD PROTECT IN PLACE.CLEAN&PRIME WITH(1)COAT ZINC CHROMATE. -
P 11CONCRETE STAIRS1 2.3 INTEGRAL -- -• -- SHADE STRUCTURE F L COLOR CONCRETE PER DETAIL N/A FULL DEPTH` TOOLED MEDIUM BROOM SIKACOLOR C27 N/A N/A (2)• PRIME AND PAINT WITH(2)COATS EXTERIOR ENAMEL,COLOR'YELLOW P-13) CONCRETE WITH SANDBLAST B/L-2.10 CONCRETE 5"MIN PER PLAN FULL-DEPTH -- TOOLED - TOP CAST 03 - NIA NIA SANDBLAST INTO _ I N� 3, 4 x$ DECORATIVE ALUMINUM PANELS FOR �EX 106) W000 UTILITY POLE PROTECT IN PLACE &STAINED NUMBERS LIGHT VIOLET CONCRETE AND STAIN: CANTILEVER SHADE STRUCTURE(2). (EX-107) DRIVEWAY APRON PROTECT FROM DAMAGE (P-14) CONCRETE PAVING AIL-2.3 CONCRETE 5" PER PLAN FULL-DEPTH B/L-2.3 TOOLED B/L-2.3 MEDIUM BROOM NATURAL GRAY N/A N/A -- (EX-108) ASPHALT BIKE PATH PROTECT FROM DAMAGE (P 5) ENHANCED CONCRETE A/L 2.3 INTEGRAL COLOR CONCRETE 5" PER PLAN FULL DEPTH' B/L 2.3 TOOLED BIL 2.3 MEDIUM BROOM SIKACOLOR C27 TBD N/A BOLLARD COVER INSTALLATION NOTE: (EX-109) CITY LIGHT POST PROTECT IN PLACE PAVING
(EX-110) 8"SEWER LINE PROTECT FROM DAMAGE
UNIT PAVERS BOLLARD DECORATIVE COVER MOUNTING MUST BE INSTALLED THROUGH P D IN WET CON POUR IN PI
SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN EXP:JT.TYPE EXP.JT.DETAIL CTL.JT.TYPE_ CTL.JT.DETAIL FINISH MATERIAL COLOR COLOR MANUF. C/G MANUF. REMARKS Gti PIPE BOLLARD E CONCRETE.DO NOT PE " BOLLARD FILL PRIOR TO HAVING DECORATIVE COVER MOUNTING TO {EX-111> 6 WATER LINE PROTECT FROM DAMAGE BE INSTALLED SIMULTANEOUSLY.
P-21> BRICK PAVING H1L-2.4 BRICK 2.1/4 PER DETAIL N/A N/A N/A: N/A N/A' TWO COLORS ENDICOTT' N/A MORTARED BRICK ON CONCRETE BASE T LLEDSTORM DRAIN PROTECT FROM B/L-2.10 PER DETAIL IN KNOTWORK PATTERN. (EX112} 12' PRO' C R M DAMAGE (EX-113) STORM DRAIN WITH PROTECT FROM DAMAGE P-22) PAVERS,UNMORTARED, H/L-2.4 BRICK PAVERS 2-1/4" PER DETAIL N/A N/A N/A N/A N/A 'COPPERTONE' ENDICOTT N/A DONOR PAVERS WITH MANHOLE ON CRUSHED ROCK BASE B/L-2.10' RANDOM MIX OF(2)SIZES. CONCRETE NOTE:' TILE PAVING CONTRACTOR SHALL POUR AND FINISH A 3'X 3'SAMPLE OF EACH TYPE OF KEX-114) CONCRETE CURB I PROTECT FROM DAMAGE` HEADER
SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN EXP.JT.TYPE EXP.JT.DETAIL CTL.JT.TYPE CTL.JT.DETAIL FINISH MATERIAL COLOR COLOR MANUF. C/G MANUF. REMARKS FINISH AND COLOR FOR APPROVAL BY OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT. MANHOLE WITH STEEL
(P-31) TACTILE PAVING E/L-2.3 TRUNCATED DOME 2-1/4"' - N/A N/A N/A N/A N/A MEDIUM IRONSPOT ENDICOTT -- KEX-115) COVER&CURB INLET PROTECT IN PLACE BRICK PAVER #46
(EX-116) CONCRETE PAVING PROTECT FROM DAMAGE
STONE PAVING
SYMBOL. DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN. EXP.JT.TYPE EXP:JT.DETAIL. CTL.JT.TYPE CTL.JT.DETAIL FINISH MATERIAL COLOR COLOR MANUF: C/G MANUF. REMARKS CM DIRECTIONAL SIGNAGE PROTECT FROM DAMAGE (P-61) MORTARED COBBLE: D/L-2.3 4"-8"COBBLE PER DETAIL N/A N/A N/A N/A N/A N/A SIERRA COBBLE SOUTHWEST BOULDER N/A OR LOCAL QUARRY OBELISK PAVING &STONE, (Ex118) COLUMN WITH STONE PROTECT FROM DAMAGE VENEER
(P-62) STABILIZED CIL-2.3 DECOMPOSED GRANITE 3 N/A N/A N/A N/A N/A NATRACIL CALIFORNIA GOLD GAIL MATERIALS N/A COMPACT DECOMPOSED GRANITE IN LIFTS.
DECOMPOSED GRANITE (EX-119) PROPERTY LINE FENCE PROTECT FROM DAMAGE i AGGREGATE PAVING (EX-120) IRRIGATION BACKFLOW PROTECT IN PLACE SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN EXP.JT.TYPE EXP.JT.DETAIL CTL.Jr.TYPE CTL.JT.DETAIL FINISH MATERIAL COLOR COLOR MANUF. C/G MANUF. REMARKS ign TREE PROTECT IN PLACE
(P-91) CU STRUCTURAL SOIL - CRUSHED STONE,SAND,LOAM 36 INCHES -- - ---- -- GELSCAPE TACKIFIER - -- AVAILABLE FROM GAIL MATERIALS TO BE INSTALLED BELOW CONCRETE PAVING (EX-122) BURIED UTILITY WARNING° PROTECT IN PLACE LIGHTING FEATURES SCHEDULE CURBS & EDGING SCHEDULE: FENCES & RAILS SCHEDULE: POST OAK TREE PROTECT IN PLACE
STRING LIGHTING CONCRETE HEADERS CONCRETE ( 0 SYMBOL DESCRIPTION DETAIL HEIGHT MODEL NO. COLOR MANUF. MATERIAL REMARKS SYMBOL DESCRIPTION DETAIL MATERIAL MODEL MATERIAL COLOR FINISH SYMBOL DESCRIPTION DETAIL HEIGHT MATERIAL MANUF. MODEL COLOR FINISH EX-124 WATER METER` PROTECT IN PLACE 0 CONCRETE HEADER F/L-2.4 CONCRETE CUSTOM NATURAL GRAY MEDIUM BROOM )
L. F,`4 i.; (L-1 o1)
STRING LIGHTING G/L-2.6 TBD TBD N/A TBD PER DETAIL SEE ELECTRICAL PLANS \G-21 F-101 HANDRAILS AT STEPS G/L-3.O7 36" STEEL CUSTOM CUSTOM BLACK PRIME AND PAINT EX-125 POST MOUNTED PROTECT IN PLACE AND RAMP C&D/L-3.10' REGULATORY SIGN (L-102) POST LIGHT ON COLUMN F/L-2.6 TBD TBD TBD TBD TBD SEE ELECTRICAL PLANS Know what's below. BASE LIGHTING DETAIL (EX-126) FIRE HYDRANT PROTECT IN PLACE Call beforeyou dig. ACC'421-8203` g• KL-103) POST LIGHT 1/E2.2 - - - MIXED SEE ELECTRICAL PLANS EX-127� 'STREET SIGN PROTECT IN PLACE $!D �0��02d, �Z BENCH` MARK NO. REVISIONS PLANS PREPARED BY ' MARK DATE INITIAL DESCRIPTION DATE APP'VD O4NDSum p�'99 DRAWN BY: APPROVED BY: CITY �'"� PROJECTNO.LOCATION. �w K I�,a ' OF UPLAND D �2. 3' �a a¢ y.., DESIGNED BY:
a , s"'' v "'a• fi GPO A� 1 , -Ly , SHEET`, ` 4 �i� - 1-PUBLIC WORKS DIRECTOR DATETQM THOMAS MAGNOLIA PLAZA �'} ARa I TERRA CHECKED BY: �/ 81y „ n R C E yy��'L L_ 2.0 _ J /� CONSTRUCTION NOTES E � ', '07alDalsI JRtJ:
RECOMMENDED BY: RECOMMENDED BY: 6 of 44' SHEETS DRAWING NO.
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CALIFORNIA 91730 PH:(909)486-2800 � ��� 4` 4 F �4,*OQ ELEV. t C f ENGINEERING STAFF LAN LOPMTS PORTATION SCHEDULES PBgt) Z$Df 379
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LIMIT OF WORK
101-0"
�3-3"/ 29-17" / FIBER OPTIC NOTE: � '� /
CONTRACTOR RESPONSIBLE FOR POTHOLING AND LOCATING FIBER OPTIC
LINE,VERIFYING DEPTH,AND ADJUSTING COBBLE SWALE IF CONFLICT EXISTS.FINAL ADJUSTMENT/LAYOUT SHALL BE APPROVED BY CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLING.
BOULDER SCHEDULE:
SYMBOL SIZE COLOR AND TYPE
C") 18"TO 24" PER AMENITIES SCHEDULE
CO 24"TO 30" PER AMENITIES SCHEDULE
C2-) 30"TO 36" PER AMENITIES SCHEDULE
36"TO 48" PER AMENITIES SCHEDULE
C!) 48"TO60" PER AMENITIES SCHEDULE PLAN CROSS REFERENCES:
FOR NOTES AND SCHEDULES, SEE SHEET L-2.0
FOR CONSTRUCTION DETAILS, SEE SHEET L-2.3 TO L-2.11
FOR CONSTRUCTION SPECIFICATIONS SEE SHEET L-5.1
, JOINT SCHEDULE ' FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-1 .2 1 , 1 r , ;.,..„,,,,,,,,,,,,,
SYMBOL TYPE NOTES PRECISE RADIN AND DRAINAGE PLANSEESHEET —2 0 10 24 40 , FOR CORRESPONDING GRADING G , C
— — EXPANSION JOINT SEE PAVING SCHEDULE FOR MORE INFORMATION FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3.2 ' .' Know what's below. � = w � �� .�� �.��.,,..,..� ,°._ CONTROL JOINT SEE PAVING SCHEDULE FOR MORE INFORMATION FOR CORRESPONDING PLANTING PLAN SEE SHEET L-4.2 SCALE: 1" = 10' ,
Call before you dig. Btu No. 2024- t z.
AGGT 421-8203
BENCH MARK NO. REVISIONS PLANS PREPARED BY '� DRAWN BY: APPROVED BY: CTY OF UPLAND PROJECT NO. �pSCAp-\
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD P Krumw, �'�, I '�2 3� _`' � � �e yf� DESIGNED BY:
aw GPD al.e31•7 �� !f" -L TOM THOMAS MAGNOLIA PLAZA SHEET Imo' I -' — �. •-� 1-PUBLIG WORKS DIRECTOR DATE �.L #4
; 07 24 *f CHECKED BY: SRC R.C.E.�57�?► L DESIGNGROUP A alOaN / RECOMMENDED BY: RECOMMENDED BY. 8 : G: TS CONSTRUCTION PLAN 2 „
LANDSCAPE ARCHITECTURE AND PLANNING 7 J, pats �\ RECOMMENDED BY:
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-__^- aA 0 0 0
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a 0 •�- 0 VARIES-REFER TO
4. ' IMF
aPER CONSTRUCTION PLANS6" CONSTRUCTION PLAN
1I41 •AitP,xd# / / / /
0 0 0 0
0 /7 a 0 0 + r, ,. A ! ,/ r/4 A / A 1 3 FLL SH FLUSH
' ' • OSAW CUT JOINT c AND TOOLED JOINT A 1 , -„ \ -- MEDIUM BROOM FINISH MEDIUM BROOM FINISH N Z WITH DEEP JOINTS @w/ QOLORED PAVING ��\° ° ° T`T�` `{� y \�` `Ala s 4 v v V� v vv,r ",���; � v v' '9r Date Q�� RECOMMENDED BY: • CALIFORNIA 91730 PH:(909)484-2800 ,. `= �` O/ I �"'� 'flF C A41�"" ENGINEERING STAFF LAN D ELOPMENT&T ORTATION Page- I � Pa e Y4233{03379
LEGEND: AMENITIES SCHEDULE FOR INFORMATION. 20'-0'
1. CMU COLUMN WITH STONE VENEER AND 8. LIGHT FIXTURE AND ELECTRICAL CONDUIT PER , . , i 20,-0" CONCRETE CAP. LIGHTING PLAN. / / METAL CONSTRUCTION NOTES:
2. HSS 6'x 6'x 1/4"POST. * 2'-0" 16.-0' Z-0" 1f8 GAP ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.
3. TUBULAR WEATHERING STEEL 6"x 12"x 114" 32' TYP 32'O.C.TYP / / / / 3'117/8" TYP 0 O.C./ / REMOVE ALL SLAG AND SPLATTER,AND GRIND ALL WELDSI 2'8' 2'8" 2'8" 2'8" 2'8" 2'8"
TUBULAR STEEL BEAM. SMOOTH.ALL TUBING TO HAVE ENDS WELDED CLOSED. / / / /
4. TUBULAR WEATHERING STEEL 4'x 8"x 12 GA. I PAINT ALL STEEL COMPONENTS W/(1)COAT ZINC CHROMATE 12" TUBULAR WEATHERING STEEL CROSS BEAM. _ 0 PRIMER AND(2)COATS ENAMEL PAINT,COLOR T.B.S. / / 0 WELD TO 6X12 BEAM BELOW. _ _ s 4 / \
5. TUBULAR WEATHERING STEEL 4'x 8"x 12 GA.
T.S.BLACKING.WELD BETWEEN 4X8 CROSS \ ac'5'BEAMS. LEGEND:
,k. 1. CMU COLUMN WITH CONCRETE CAP AND
6. NOMINAL 4'x 8'DECORATIVE ALUMINUM PANEL. e a aSTONE VENEER. "' �\ I it 11 1 1 in 11 1 1 L
FOR PANEL AND MOUNTING INFORMATION SEE I lliAIM ' 2. TUBULAR WEATHERING STEEL 6'x 12"x 114' DETAIL E,THIS SHEET. " e a a ��" '�� �� 0 BEAM,CUT ENDS AS SHOWN AND WELD 0
7. ADA-COMPLIANT PICNIC TABLE SHOWN FOR e:, -- 0 CLOSED. -� ( T I a 3. TUBULAR WEATHERING STEEL 4"x 8"x 114' •. r♦�_ * � REFERENCE.REFER TO CONSTRUCTION PLAN/ + -�4' BEAM.CUT ENDS AS SHOWN AND WELD 17�i1;�; � f i ° 3'-11-7/8" e • a � CLOSED. �'r1�,r N►.S�'I 0 12'BORDER . I` 4. TUBULAR WEATHERING STEEL 4"x 8"x 1/8" rt'�.�~, imp:
�i
\ TYP \ I • • • + rn M \ �1 �� ���� �� BEAMS.LOCKING.WELD BETWEEN 4X8 CROSS `�.% , 'y c� O 004CI9, �� Q d 0�0 ac- a P 5. NOMINAL 4'x 8'DECORATIVE ALUMINUM ��.�•{i�, it �' '4A. 0 0°0•:> o ✓ 0 0 PANEL.FOR PANEL AND MOUNTING `��* Q ���r ry
o©go 4 a tea Q I ■ a Nr. 0
INFORMATION SEE DETAIL E,THIS SHEET. Lim
4, o' 4111,..�
IN Q Aj 6. ADA-COMPLIANT PICNIC TABLE SHOWN FOR allgo .- O0 0 d fl°0 \ I as a \ �R - _� 0 REFERENCE.REFER TO CONSTRUCTION PLANFL a�o 0 0©oA `�-`� a- I /AMENITIES SCHEDULE FOR INFORMATION. �
0 � Q �CC} � 7. CONCRETE BASE!FOOTING. 41111111411111 � --��'�0 4�1 b�0Qp g e • alir it 8. FINISH SURFACE PER PLAN. -toll-1 %." Qd a ,o ~ • 9. LIGHT FIXTURE PER LIGHTING CQNSULTANTJ► '''" 1 0 a © o o14.4 a ulir Ott+i p . - a.z>4 ,�N, i� PLANS,COORDINATE FOR FIXTURE/ o'4`C�O 'QCb� 4 •ems' =�..1--�.= TRANSFORMER,CONDUIT AND CONNECTION. �`' I
( TYP PERF, PANEL (MULTIPLE PANEL LAYOUT \ \ /o - : ► B 0 NIP' 0
4-COLUMN PICNIC SHADE STRUCTURE PLAN {TOTAL OF 2} BID ALT. N2 1 4-COLUMN PICNIC SHADE STRUCTURE - FRONT ELEVATION BID ALT. Na 1 SCALE:1/4"=i'0"A\
trui PS
P-TOMT-02 SCALE:3/8"=1'-0" P-TOMT-06 REFERENCE NUMBER:SS-21 °` REFERENCE NUMBER:
L4EGEND: / 5'-0"MAX /
1. 4'THICK,NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE CAP.1/2' HANDRAIL TO CHAMFER ALONG TOP EDGES.SLOPE TOP TO DRAIN AWAY FROM POST.#3 19' ■ / / POST(TYP)
REBAR SET MID-DEPTH. METAL CONSTRUCTION NOTES: 13'-0' \ \ '/ 1f8
2. 16"x 8'x 16"PRECISION CMU,SOLID GROUT.REINFORCING PER STRUCTURAL. / / .�rsvr�c�osyay ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED. - v'
3. 6"x 8'x 16"PRECISION CMU,SOLID GROUTED.CUT AS NECESSARY TO REMOVE ALL SLAG AND SPLATTER,AND GRIND ALL WELDS / 4'-0"TYP 4'-0"TYP / tv 12 LEVEL ACHIEVE DESIRED COLUMN BATTER.REINFORCING PER STRUCTURAL ■ SMOOTH.ALL TUBING TO HAVE ENDS WELDED CLOSED. , T - l�4' TREAD / " ,
4. NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE BASE. VOID , PAINT ALL STEEL COMPONENTS W/(1)COAT ZINC CHROMATE / 12 / 0 5 + WIDTH
5. 6'x 6'x 1/2"HSS POST.WELD POST BOTTOM TO BASE PLATE. \ q YZ, 0 PRIMER AND(2)COATS ENAMEL PAINT.COLOR T.B.S. 0
6. 12"SQ.x 1-1/4'THICK STEEL BASE PLATE. @SECTION 12"LEVEL
7. 7/8"X 15'EMBEDDED S.S.ANCHORS WITH NUTS AND WASHERS. 0 \ '' �'' \
8. 6"X 12"X 1/4"TUBULAR WEATHERING STEEL BEAM. LEGEND: 2 ��
9. 4'x 8"x 114"TUBULAR WEATHERING STEEL CROSS BEAM.WELD TO 6X12 BEAM ' tv
1. CMU COLUMN WITH CONCRETE CAP AND I N„ �°"`N. ` , .
10. 4x 8"BELOW.1/8"TUBULAR WEATHERING STEEL BLOCKING.WELD BETWEEN 4X8i1s STONE VENEER. " " � � I iI l . $ _ \
2. TUBULAR WEATHERING STEEL 6 x 12 x 114 =r 0 CROSS BEAMS. w QBEAM.CUT ENDS AS SHOWN AND WELD `✓ 4 11, DECORATIVE ALUMINUM PANEL FOR PANEL AND MOUNTING INFORMATION Q • righ CLOSED. \ i__- ,�_ - r ,, \ \ ,
SEE DETAIL E,THIS SHEET. > N a VOID hill 3. TUBULAR WEATHERING STEEL 4'x 8"x 1/4' I _ r 1"
12. NATURAL STONE VENEER-4"TO 12"STONES,SMALLER AT TOP,LARGER 0 BEAM.CUT ENDS AS SHOWN AND WELD �4'4 �'�: , , /', TOWARD BOTTOM.12*STONES AT BASE ONLY.INSTALL WITH NATURAL GREY \ �� '� ,AW•� rim �� �""""'_` .
CLOSED.
COLOR MORTAR AND MASONRY CLIPS.SEE NOTES. 4. TUBULAR WEATHERING STEEL 4'x 8"X 1/8" �j -- \
13. ADJACENT DECOMPOSED GRANITE PAVING PER CONSTRUCTION PLAN. r` I \ \
14. COMPACTED SUBGRADE. C3 SECTION EAMSNG.WELD BETWEEN 4X8 CROSS ,��)� �,���� !
15. ELECTRICAL CONDUIT FOR LIGHTING.INTEGRATE INTO POST.COORDINATE 5. NOMINAL 4'X 8'DECORATIVE ALUMINUM lr ip.11 �,���t�, LEGEND: .. \ \\)
WITH LIGHTING PLANS/LIGHTING ENGINEER. PANEL FOR PANEL AND MOUNTING �� £ ilet _ ' 1. CONCRETE STAIRS PER CONSTRUCTION PLAN. " r
16. 16 GA.GALVANIZED CORRUGATED VENEER TIES,EVERY OTHER COURSE, INFORMATION SEE DETAIL E,THIS SHEET. ' �`� �� �liAll ,�' - 1O . 2. 11/2"DIA,x 11 GA.GALVANIZED TUBULAR ' \ / + EACH SIDE. 6. ADA-COMPLIANT PICNIC TABLE SHOWN FOR \ '• •. i " STEEL HANDRAIL.WELD TO POSTS. �,�/ ,� .�.=,- �--
17. 1-1/2"THICK MIN.NON SHRINK GROUT. 3/4 TYP 0 REFERENCE.REFER TO CONSTRUCTION PLAN wig 4 3. 1"x 11/2■GALVANIZED STEEL BAR HANDRAIL \f' >t�TT,-��Qy �,o 4�CJ Cj jo ao pa:c7 d/4� Cl, �,,r--c- /I� ,/7 ,r,,,r ill II
I.
.�ll 1 I k - 8"•. j+- Z.n I 4'� ...,. .l r y+ i f.'-45 ""' .��! y' 15 � �}Off: eop{�.'. Y 'r.`-y.. 1 ._... n ,�QQ: '•.y4.,��^ �(�C y. F .. ,. .. a .. .. � t0 :r/ v/ - .r �Q°�l")pU -s*1l:C V`• �t,Q':.tjJ :Q..,a y *r�`r O V 0. ` '�o'•4. 0. I t:1'1___P44) .0 I- 17 °■ a 1•_ V Q. ♦'. �4► may', a .y'y,^ / /,e�` b "a« �". •" a ,.' " �.a t`;� \/ C 3 rl�� � 8 0 D i , - r, v�•v� aAnAMIS.v + z. / { V o q to Q d {� . p ° Q {� Q I !.�,. I_i �.+ I �\ 40 o*�;.00 o Cl" cs ,;.;a a ?Q ? O�t3 ' ' I 4 4 :4( / / / r / / % r/\�/ r/ / /j\r/, /\ /rye __ r� poi), O ,o p r :,a c� :, •Ca%a;, a 4 d 0 II X \ \\ \\ \\�\\,,�\.`\r�\ \\ \ \ \ `�\ \ ; ► . o PIE" 1.:, D134() do Qno'Q,, ,�a d6,°',a c1� O�Od ..o a;.go ct , +►'S44 4 " ,. , \/\ r pa ,j//\/r, ,f/�\/>% /,// //\/,�/, 8" \ +? , 09 oa�© V p� V �.k p Q ap a a CI {,/\/ ,/ r/ /\r / i :/ r \ j f / ss / \ ',� \\`` t r�\ O ` ' 13 L O4°',0,'°a • /Q� Q n , - Sao.'!f%00R. /'/\\'/\\ \f aq �{ ° \\\\\r\�\\ Ity rf" /f\ / l � '°4'C,11 t!,a r,�f Apo°Q�' - L} • / / ,/ / `� a ZO I 0 a-0 8 f} C3q 4:ct e, 61 a to QAI *'"44..2.pg Y ,y .0- ,z 1 /I /\/ /'\�\f� 4 Q tl LS.�b \j\�/ , 0. \ . ." ♦� C7 1,, „ \, .,"up 6 'O a",an Q ► C�.,,ao I .',, {, „,,,,, V f\/ f�\ \y!\� \ `\ \ 5 ? Q © fl/�°q{c .►G- % sti Vic..« °0 fl ),, ,� o a O J/\ /`,/`•`/ \ 7 ` :�/ z .:.: ... ..... �, �.......`,..\ ,�o�O�,RO C,yp. Q Y�} � 0+'° 47 n ,p a. • O D i wow 2. 2114 x$ x 8 and 2114 x 4 x 8 INVISI LUG PAVERS. r t %oId o 0 4aQ Q do°•o 0 10. COMPACTED SUBGRADE. \ ti �r �, ,p*,,,o c7 b D o b 0 0 0. ,o ;_ LEGEND:
(- - ,, 4. Q O Q v e■.;o 000 1. POURED-IN-PLACE CONCRETE HEADER WITH 1/2"RADIUS ALONG EXPOSED RANDOM MIX.INSTALL PER MANUFACTURER \ \ ��\\\\�\\\\\ice F'sg:4‘;cct:34:6";:c9:c>C'ao, V Cl V 1! •oo ,�a O • l ■ PP \ \ , k (�e4 _. oo Q�. Q �'oo s DA I I EDGES.MEDIUM BROOM FINISH,WITH CONTROL JOINTS @ 8-0 MAX. SPECIFICATIONS FOR REMOVAL AND INSCRIBING BY 11. FULL DEPTH EXPANSION JOINT W/WATER PROOF '`\/�\ 2. #3 REBAR,CONTINUOUS AT MID DEPTH WITH 18'LAP. CITY AS NEEDED. SEALANT 1/2 42'SO
/ _ _ 3. ADJACENT DECOMPOSED GRANITE PER PLAN. 3. ADJACENT PAVING WITH DEEPENED EDGE ALONG 0SECTION FTG SIZE PER STRUCURAL DETAILS NOTES: NOTES: 4. MULCH LAYER AT ADJACENT PLANTER.MATERIAL AND DEPTH PER PLANTING BRICK BAND. r ,r A. ALUMINUM CITRUS PANELS SHALL NOT BE A ALUMINUM CITRUS PANELS AVAILABLE FROM PARASOLEIL,TEL.,303-589-4524. 5. PFINISH GRADE. 4. CONCRETE BASE BENEATH BRICK BAND.
ORIENTED THE SAME. B. PANELS SHALL BE FINISHED WITH COR11 PATINA FINISH PER MANUFACTURER. 6. COMPACTED SUBGRADE.
A ` x B. ROTATE EVERY OTHER PANEL 180°AND C. PANELS SHALL BE MOUNTED WITH DIRECT MOUNT METHOD.USING INSOLATING F 4-POST SHADE STRUCTURE COLUMN _AL, ORIENTATION AS SHOWN. WASHERS BETWEEN PANELS 8 STEEL FRAME MEMBERS,USING"GRAFTONE' LUGGED PAVERS , COLOR HARDWARE PER MANUFACTURER.
SECTION BID ALT. N_ 1 4-POST OVERHEAD PANEL LAYOUT. HEADER AT D. G. I PLANTER i t � WITH BRICK BAND SECTION Know what's below. ;?' SCALE:112"=1'0" P-TOMT-18 �• SCALE:1/4"=1'-0" �} P-TOMT 26 ( SCALE:3"=1'0" S-CONST-CURB-CURB-21 SCALE:1"=1'-0" P-TOMT-48 Call before you dig. y '� REFERENCE NUMBER: -w = REFERENCE NUMBER: BID AL �' �� - •. REFERENCE NUMBER:C-21 y REFERENCE NUMBER:P-21, P-22 ACCT421-8203 DID NO.?.OZ4 12
BENCH MARK NO. REVISIONS PLANS PREPARED BY ----- DRAWN BY: � PROJECT NO.
Nos ca p•- APPROVED BY:
LOCATION. MARK DATE INITIAL DESCRIPTION DATE APP'VD k0�A,Isom,,,/ q9-t CITY OF UPLAND g2338 �� ��a °� �� DESIGNED BY: GPD Fey 2 /!-VeZV SHEET ARCH - -, , TOM THOMAS MAGNOLIA PLAZA a• ., ,-PUBLIC WORKS DIRECTOR DATE TERRA - .� »- + CHECKED BY: �+ R.C.E.yS70 2..
L Z a4
r . 07- 24 r JRC
DLuN LAP _ .' 1 - al0ale RECOMMENDED BY: RECOMMENDED BY: 10 OF 40 SHEETS LANDSCAPE ARCHITECTURE AND PLANNING �� 11/0=,24 ;"/ RECOMMENDED BY: CONSTRUCTION DETAILS2 DRAWING NO. 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, L qr Qom/ CALIFORNIA 91730 PH:(909)484.2800 at 1144 •-. F Q 0 ELE V a I A� ENGINEERING STAFF LAND VELCfPMENT&T NSPORTATION Page 8379 i
17-0" 1Z-0" 13
/ / 0 LEGEND:
LEGEND: © / 4' "TYP 0 � 1. CMU COLUMN WITH CONCRETE CAP AND STONE VENEER.1: CMU COLUMN WITH CONCRETE CAP,CONCRETE BASE 1 FOOTING,AND o ''` 2. COLUMN CONCRETE BASE 1 FOOTING.
STONE VENEER. "initive
© 3. TUBULAR HSS 10"x 10'x 314"POST.
2. TUBULAR HSS 10"x 10"x 314"POST. 11 p11 11 fl 0 . -''' 4. TUBULAR HSS 10"x 14'x 3/8"WEATHERING STEEL BEAM:
3. TUBULAR WEATHERING STEEL 10'x 14"x 318'BEAM. I I i I I I I I I 100 4 L 2 E� ' CUT ENDS AS SHOWN AND WELD CLOSED.
4. TUBULAR WEATHERING STEEL 4"x 9"x 3/16"BLOCKING,WELD BETWEEN 4, 0 --' 5. 8'x 20"x 1/2'THICK STEEL PLATE BRIDGE PEDESTAL �"`-'- 0 (TYP OF 3) ' CONNECTION AT POST!BEAM.REFER TO STRUCTURAL 10X14 AND 4X9 BEAMS. 1 1 ` 1 1 - .- 4
5. TUBULAR WEATHERING STEEL 4'x 9"x 3/16'BEAM. 11 I 1 ` / 11 ,�' �r '��" ENGINEER'S DETAILS.
6. NOMINAL 4'x 8'DECORATIVE PERFORATED STEEL PANELS.FOR PANEL _rol,r I . . 06. TUBULAR WEATHERING STEEL 4"x 9"x 3116"BLOCKING.
AND MOUNTING INFORMATION,SEE DETAIL E,THIS SHEET. I I I 1 I 4A" �I WELD BETWEEN 10X14 AND 4X9 BEAMS.: = ` E-'' 7. NOMINAL 4'x 8'DECORATIVE ALUMINUM PANELS.FOR 7, ADA-COMPL#ANT PICNIC TABLE SHOWN FOR REFERENCE.REFER TO � ' y �- / �rCONSTRUCTION PLAN/AMENITIES SCHEDULE FOR INFORMATION. III MI � PANEL AND MOUNTING INFORMATION,SEE DETAIL E,
8. 8"x 20'x 1/2'THICK STEEL PLATE BRIDGE PEDESTAL CONNECTION AT © Ipirmi i11141111INIFS
,,-�' i0 THIS SHEET J BID ALTERNATE NO.3 POST/BEAM.REFER TO STRUCTURAL ENGINEER'S DETAILS. �� 8. ADA-COMPLIANT PICNIC TABLE SHOWN FOR REFERENCE.
O �- -tO� ���/��j�_ I i u I 0 REFER TO CONSTRUCTION PLAN!AMENITIES SCHEDULE
9. LIGHT FIXTURE PER LIGHTING CONSULTANTS'PLANS.COORDINATE FOR Fillill i\ilt I 1 �' I i /� , N wFOR INFORMATION.
FIXTURE,TRANSFORMER,CONDUITAND CONNECTIONS.RUN CONDUITSI `°" I �+WITHIN TUBULAR STEEL MEMBERS. 2�A9. FINISH SURFACE PER PLAN.
10. BID ALT.NO.2-ADD TUBULAR WEATHERING STEEL 4"X9"X3/16'BEAM_ 1. I 1 I I i I B �.��'�� =. 10. LIGHT FIXTURE PER LIGHTING CONSULTANT PLANS. o fi I`I I �'�ar�r r COORDINATE FOR FIXTURE!TRANSFORMER,CONDUIT N �! !i 'IL
I I I 1 it� , AND CONNECTION. " .
I I i 11 „..__
!►�.•i' 11. TUBULAR WEATHERING STEEL 4'x 9 x 3/16 BEAM.CUT 1■ ■Y ENDS AS SHOWN AND WELD CLOSED.
METAL CONSTRUCTION NOTES: �"-11111111111111111,„iin .
Ili
" '�"I' MN I"'! "; 11 ;II O 141"5114 12, ELECTRICAL CONDUIT.RUN WITHIN TUBULAR STEEL
ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.REMOVE ALL i I i II � I I a " �. �a. MEMBERS.COORDINATE WITH ELECTRICAL I LIGHTING SLAG AND SPLATTER,AND GRIND ALL WELDS SMOOTH.ALL TUBING TO _II� ._, a. 1 _ i ENGINEER'S PLANS.
HAVE ENDS WELDED CLOSED. _ - II �' ���L 13. EYE BOLT FOR STRING LIGHT CONNECTION.COORDINATE r_.7_, 1u■�rrol N_ -�r-."-, I I ' I f V ENGINEER'S �� WileI I i� i I 11 I _ 0 WITH ELECTRICALILIGHTING PLANS.
N I I I I I I. METAL CONSTRUCTION NOTES:
4. I r' t
f � ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.REMOVE I I I iI I I I ALL SLAG AND SPLATTER,AND GRIND ALL WELDS SMOOTH.ALL U U U U I TUBING TO HAVE ENDS WELDED CLOSED.
TYP. OF 60 AS% ti �`7.0 1A
CANTILEVER SHADE STRUCTURE PLAN (TOTAL OF 2) MI �, CANTILEVER SHADE STRUCTURE - SIDE ELEVATION , SCALE:114"=1'-0" P-TOMT-03 SCALE:3/8"=1'-0" P-TOMT-04 .. REFERENCE NUMBER:SS-22 REFERENCE NUMBER:
LEGEND:
1. 4'THICK,NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE CAP. 3/4'CHAMFER ALONG TOP EDGES.SLOPE TOP TO DRAIN AWAY FROM 1,3�, rkr r` •' i�I 1 r - v �+i:1 POST.#3 REBAR SET MID DEPTH. akao l T2-+ ti" ` =� j'� a! ; • .
LEGEND: METAL CONSTRUCTION NOTES: 2. 6 x 8 x 16 PRECISION CMU,SOLID GROUTED.CUT AS NECESSARY TO ".1 =� i � � 1 - j � �` � A ` 7' ,'
1. CMU COLUMN WiTH CONCRETE CAP AND STONE VENEER. ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.REMOVE ACHIEVE DESIRED COLUMN BATTER.REINFORCING PER STRUCTURAL _ r. ,ram' :PP r, f!` r p
2. COLUMN CONCRETE BASE!FOOTING. ALL SLAG AND SPLATTER,AND GRIND ALL WELDS SMOOTH,ALL 3. NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE BASE WITH 3/4" w @> A . ''-� • ;/, . ;,. .f =:�s ''t.. ' 444 ft.
Leg � ii [ , 0. 1 ,� tl � r) i`'� �r t ♦ yam.,•. � ,
3. TUBULAR HSS 10"x 10'x 314"POST. TUBING TO HAVE ENDS WELDED CLOSED. CHAMFER ALONG ALL fide EDGES. > dc� �q ri ''`tom (9„0'".. "�.,fir;, . eit '',,1- ,`, L fig
s t d li rt r � • if - a � ••ty � �� - / 1 ,►t r r.�..
4. TUBULAR WEATHERING STEEL 10'x 14"x 3/8'BEAM.CUT ENDS AS 4. CONCRETE FOOTING.SIZE AND REINFORCING PER STRUCTURAL Walt OV :11 � 1 . jz. . 7�; ° a t� .gyp` 3 j SHOWN,AND WELD CLOSED. DETAILS. 0 r r Walt ..Sr,:1 ,' o• l gym i '. !�7r r A540,40 +\1,). :.: le STAINLESS STEEL CABLE NOTES: " •, . • - r n:�r+er ; c -r .,..All t•...�.
5. TUBULAR WEATHERING STEEL 4'x 9"x 3/16 BEAM.CUT ENDS AS 5. 10 x 10"x 314 HSS POST.WELD POST BOTTOM TO BASE PLATE. ,-.::, F ,t- . 1 , . s,+ „, " ... +.:" STAINLESS STEEL CABLE AVAILABLE THROUGH CABLE ART INC. / +,r . {' \j ,r -- -. ► 6' ,j SHOWN AND WELD CLOSED. 6. 18'SQ.x 1-1/2"THICK STEEL BASE PLATE PER STRUCTURAL �� ,.+ e� {�°(j , a� • � Q� - +„ �� =°��'�'
6. 8'x 20"x 1I2'THICK STEEL PLATE BRIDGE PEDESTAL CONNECTION TEL 877 664.4224. ENGINEER'S DETAILS. r� " r u k ' ,` i� ; ...%� '�; ` is.•" � �� at � :n.� � R�.er� I4.. - �" � tx`� AT POST 1 BEAM,REFER TO STRUCTURAL ENGINEER'S DETAILS, 7. 1'DIA.ANCHORS WITH NUTS AND WASHERS EMEDED 21"INTO ,�•Jr ; 1 of,R, '�, ' ,:" ,r �. '.�,��. .
7. TUBULAR WEATHERING STEEL 4'x 9"x 3/16'BLOCKING.WELD CONCRETE PER STRUCTURAL ENGINEER'S DETAILS. @SECTION , PI y - '�,� rt t 7 r ii
. �5' - �,� r;',P""i !•;.- "�
BETWEEN 10X14 AND 4X9 BEAMS: �4" 8. 14'x 10"x 318"TUBULAR WEATHERING STEEL BEAM. r ' {� .' ''`' ':�, , ', 4 , , 4i.-. / ���, Ai & ADA-COMPLIANT PICNIC TABLE SHOWN FOR REFERENCE.REFER TO 9" 9. 8"x 20"x 1/2'THICK STEEL BRIDGE PEDESTAL CONNECTION AT POST! " + �� . St �v r . .. t 1 0'! � o .: �'"►.` 1 w-, : ♦ ,0 :� CONSTRUCTION PLAN!AMENITIES SCHEDULE FOR INFORMATION. °'• BEAM.REFER TO STRUCTURAL ENGINEER'S DETAILS. 314 TYP �' r r _r; ,•. _` r �,1►►..'+ r ••. -. . ,,,,,,,..„2- 1dt •r ►- •,
9. FINISH SURFACE PER PLAN. x' " 10. NATURAL STONE VENEER-4"TO 12'STONES,SMALLER AT 1-- Aro " �" � ' �' - '" Liiie "� ?'-4... =..- " TOP, t.= i t qly �..►- : a S �i t y i ,' '. `ba ` '�j ... 1�► 7
10. LIGHT FIXTURE PER LIGHTING CONSULTANT PLAN.COORDINATE LARGER TOWARD BOTTOM.12"SIZE AT BASE ONLY.INSTALL WITH '�t� A` •ti %t` ,`, �. q/, ,t 4') � FOR FIXTURE(TRANSFORMER,CONDUIT AND CONNECTION. Ill.° NATURAL GREY COLOR MORTAR AND MASONRY CLIPS.RAKE GROUT •; `' ° `` ...t g • 1 a •._�; p ,rtt: i�:
r!,77 el wq :
11. GALVANIZED EYELET FOR STRING LIGHT CONNECTION.WELD TO JOINTS TO MAX !"WIDTH. ,, a .+1' r .0 .44 ".! •ek•, - .. `fir++ „Ai 7,,)•k.., ...
TOP OF BEAM.TYP OF 3. 11. ADJACENT DECOMPOSED GRANITE PAVING PER CONSTRUCTION a v� .� .- t• • -:• .• 0, r - i-4' ." '`'`
12. STRING LIGHT SUPPORT CABLE 1/8"-1 x 19 TYPE 304 STAINLESS PLAN. co �'-■ . 5"f a'1 Q'0! .r+"CI' ' '' `)- 't, ! +•+ 'mil :1 . `" mi ` + �, STEEL CABLE. 12. COMPACTED SUBGRADE. `V (� r�( co et��
13. BID ALT.N0.2-ADD TUBULAR WEATHERING STEEL 4"X9"3116"BEAM ` t om_ ^." w. dr.*iv, tt, r+. ° a `.� v,, r• ,/ + EAM 13. ELECTRICAL CONDUIT PER LIGHTING PLAN.COORDINATE FOR •• °J 'J '1 r l°J+i NMI 1=r_ v �' i J c.� ()EpaPRAm C 21,9 B&� Dr CONDUIT,FIXTURE/TRANSFORMER AND CONNECTION. N. °
14. 16 GA GALV.CORRUGATED STEEL VENEER TIES EVERY OTHER COURSE,EACH SiDE. 26"SO
15. 1 1/2"MIN.ORYPACK. ()CONCRETE CONCRETE CAP 12'.O' 12'-0" 16. 16 x 8 x 16 PERCISION COLUMN CMU SOLID GROUTED. 1,4 NOTES: NOTES:
/ REINFORCMENT PER STRUCTURAL A. ALUMINUM MAGNOLIA PANELS SHALL NOT BE A. ALUMINUM MAGNOLIA PANELS AVAILABLE FROM PARASOLEiL,TEL.,303-589-4524, 11 ORIENTED THE SAME. B. PANELS SHALL BE FINISHED WITH COR11 PATINA FINISH PER MANUFACTURER. ' B. ROTATE EVERY OTHER PANEL 180'AND ALTERNATE C. PANELS SHALL BE MOUNTED WITH DIRECT MOUNT METHOD.USING INSOLATiNG 12 4'D" I I I ORIENTATION AS SHOWN. WASHERS BETWEEN PANELS&STEEL FRAME MEMBERS,USING'GRAFTONE' i J' / 5 / 0
- INNft .," /,,. 1'MA11 X + CANTILEVER COLOR HARDWARE PER MANUFACTURER.
I
1 _ R________- - OVERHEAD PANEL LAYOUT BID ALT. Na 3 H H H H �.. HI - ( ai \I P _ 4
SCALE:114"=V-0" P-TOMT-27
1 I I I I ! N 14 � e I I 1 H
i I '"'�� ....� ,. >: , REFERENCE NUMBER:
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()SECTION FTG.SIZE PER STRUCTURAL DETAILSl'
6_, , 1
0 A a* CANTILEVER SHADE } CANTILEVER SHADE STRUCTURE - FRONT ELEVATION -- STRUCTURE COLUMN SECTION Know what's below. SCALE: =1'0" P-TOMT-19 .: SCALE:1/2"=1'-0" P-TOMT-20 Call before you dig. ' F` REFERENCE NUMBER: REFERENCE $t�NUMBER: 1 s. ACCT421-8203 Ko.2102�
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT NO. �AtaDSCAA�4\ CITY Or UPLAND j2-6g LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD 0,1 4.Krumwiea 9°4. z �a , . DESIGNED BY:
4 w r as t' GPDK /"e�e- if- Y- SHEET U S° "� r�� ;-PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA ARCH TERRA �r , L- 2"5 .j Q � �• .-� CHECKED BY: R.C.E.7 S?oL 6i9,. n E �r' GROJP - * ' 1/0i2l• *f JRC RECOMMENDED BY: RECOMMENDED BY: 11 OF 40 SHEETS LANDSCAPE ARCHITECTURE AND PLANNING , �� o . 4 .� RECOMMENDED BY: • CONSTRUCTION DETAILS 3 DRAWING NO. 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, • \i. 4 CALIFORNIA 91730 PH.(909)484.2800 aitAIL i� OF R-- Page $$i79 ELEV. I i `"�4 ENGINEERING STAFF ( 9tT4T TRANS TATION
i • 1 I
ILEGEND: q
L NATURAL GREY COLOR POURED-IN-PLACE
5'-0"O.C.MAX -- ... - _=- CONCRETE WALL WITH 1V?RADIUS LONG WIDTH VARIES PER PLAN WIDTH VARIES PER PLAN 'r / Jj sty i j TOP EDGES.PORTION OF WALL BELOW `� '� © 2 !iY d
EQUAL EQUAL � �\
/ / / , y,-1 � � REVEAL TO HAVE ETCH FINISH. 1/ } 1 2. FORM WALL WITH 1"x 1"REVEAL, RANDOM EDGE RANDOM • EDGE •
--- -1 !' a---,/ \ 0i CONTINUOUS AT 4"BELOW TOP OF WALL. ir: f / r I 4141/4 ; ., r \� \ `' f' rw,. ALL VISIBLE SIDES. °, /J ° ' fi ., \� \ ` ; ' REBAR VERTICAL " 1%MIN. 4 1 to MIN. ��,. A// /� /.. 3. #4 L TIES @ 18 O.C. �� �j ., .. It © ,. f %, ti- A/ V \ \ • \ \ • ,4 .- a, a e - �i " � 4r © 4. (6}#4 REBAR,CONTINUOUS HORIZONTAL //�'` �\'`, I 3 !"r ; ; �/ / /�.� \ \\/�\�j\ � \ / / /� /\`\ r\\ , • • . . a .4 • r4. f 4 e r" _ Q TOP,BOTTOM AND MIDDLE. \` r\�f/� O I t \ / // /ti//. /`�/. /�� •-'�- . •
' . . -- 5. SKATESTOPPER ANTI SKATEBOARD / / -1 .--N- f � - STAINLESS STEEL DEVICE, DIAMOND /A\ "a.. ,_ f^ 4 , S . r �, '. `�\; Z g. LEGEND:
3 ' 1" INSERT SERIES'MODEL#DR5 8 FOR 112' 7 ` ' rue 4' ', �f 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST za� e RADIUS.INSTALL ON PAVING SIDE PER j '�s.�.ow 1/3 OF BOULDER DEPTH INTO SUB-GRADE AS SHOWN.
O a 4 CONSTRUCTION PLAN.SPACE 5'-0"O.C. //� / � �wf '' /' 2. ADJACENT DECOMPOSED GRANITE PATH PER PLAN. ' ' ` . - " �., ., MAX. •\�•\��\ 3. 90%COMPACTED SUB-GRADE. . * ' y q. . •; r \ d 6. ADJACENT CONCRETE PAVING PER SECTION: / PER PLAN 4. FINISH GRADE. 19Q �' '' A CONSTRUCTION PLAN.
fl ,"/
/ 7. 1/2"THICK,FULL-DEPTH EXPANSION NOTES:
m �\ \\ \\ \\ j/j�� JOINT. LEGEND:
/\/\/\/\ ° e 8. FINISH GRADE WITH MULCH LAYER. 1. LANDSCAPE ACCENT BOULDERS PER PLAN.REFER TO CONSTRUCTION PLAN FOR SIZE AND QUANTITY.SEE NOTE A ALL EXPOSED BOULDERS ARE TO BE FREE OF CHIPS AND CRACKS. 0ELEVATION \���'/\/\// / REFER TO PLANTING PLAN FOR MULCH 2. 6'DEEP LAYER MINIMUM OF RIVER ROCK COBBLE COBBLE SHALL BE 1-1/2"TO3"SIZE AND 4"TO8"SIZE. FILL IN AROUND B. LANDSCAPE ARCHITECTTO APPROVE ALL BOULDERS SELECTED �// \//', . TYPE AND DEPTH. THE 1-1/2"TO 3"COBBLE WITH 1"SIZE AGGREGATE,COMPLETELY COVERING FILTER FABRIC. FROM QUARRY AND SPOT LOCATIONS IN THE FIELD PRIOR TO I /\ `' /\ 0 9. COMPACTED NATIVE SUBGRADE. 3. 6"DEEP LAYER MINIMUM 1'COARSE GRAVEL BED BELOW FILTER FABRIC. INSTALLATION.CONTRACTOR SHALL NOT SCRATCH OR GOUGE \// 4 !.___. ' \%\% 10. 36"HIGH CMU COLUMN WITH STONE 4. FILTER FABRIC BY MIRAFI,140NL-SERIES POLYPROPYLENE GEO-TEXTILE FABRIC,LAY OVER GRAVEL BASE AND EXTEND 1? BOULDERS DURING INSTALLATION.
NOTES: d` ,��\(/ 4' y / / 4 d4
\ ! I >
,\ //� 0 G22/\11.1. 2C:ITJONE TO POST s( d cJ, 4 \�
\ \\\\ \ \\\\. \ Alle0 0 0 0 0 z ,.\ / / \ s/ /'>://\ ..: ' ,.. . . / ► _ LEGEND: 6' • '• '' ,7 1 j ® ....,K.Grp.• .
1. 114"STAINLESS STEEL CABLE WITH CRIMP. / / a , • IT ,_,_..-- a r - ` WRAP AROUND INTERNAL SUPPORT 1 BACK co 'to . I 0 ..4 '
SLAT OF CHAIR(ONE PER CHAIR).
2. STAINLESS STEEL CONCRETE ANCHOR WITH ". -'1 ♦y c? d. t N
EYE BOLT. NOTE: ... • , 4.
3. CONCRETE FOOTING. SEE SITE AMENITIES SCHEDULE FOR CHAIR . ,• "
4. DECOMPOSED GRANITE PAVING PER MODEL,MANUFACTURER!SUPPLIER \ " CONSTRUCTION PLAN. INFORMATION.VERIFY LOCATION IN FIELD& 0
5. COMPACTED SUBGRADE. LENGTH OF STEEL CABLE FOR 360'PIVOTING C! 0FOOTING °CONNECTION TO BEAM OF STRUCTURE 30"SQ.
/ / 24"SQ
- CHAIR ANCHOR AT D.G. y3°�SQ. 24"SQ / �4•SQ / / Ls) 24 SQ.
SCALE:3"=1'-0" S-CONST-SA-BNCH-14 / ± / REFERENCE NUMBER: I I 0 LEGEND:
I 1 1. 1/8"-1 x 19 TYPE 304 STAINLESS STEEL CABLE AVAILABLE THROUGH CABLE ART INC..TEL.
LEGEND: 0 877 664 4224,
1. BENCH PER AMENITIES SCHEDULE. \ \ i„ :�° �� ��, 2. 1/8"THIMBLE AT ALL EYE BOLTS,MODEL#30HEPW308100.AVAILABLE THROUGH CABLE ART INC.
2. CONCRETE PAVING PER CONSTRUCTION PLAN.DEEPEN AT BENCH LOCATION 0 AIL 0 '� Q - 03, 1/8"WIRE ROPE CLIPS TWO AT ALL TERMINUS MODEL#30H24C04.AVAILABLE THROUGH CABLE \ " �. �T ART (TYp), :.--+ a .. 11 O 1•�`~•� INC.
3. 318"DIA.x 6"LONG CONCRETE EXPANSION ANCHORS-STAINLESS STEEL. 4 ■'' •o'�,m I rr 1 -1r i "� } ■i I/ � �. •• -_ 1r 4. STAINLESS STEEL EYE BOLT SCREWED THROUGH POST WITH 2.5 x 2.5 x 3116 PLATE WASHER UNDER REQUIRED PER MANUF.SPECIFICATIONS. it 1 y� F �( )•r�r- `* � �,�� �, II !� ��t` NUT,MODEL#30H30W308192.AVAILABLE THROUGH CABLE ART INC.
4. COMPACTED SUBGRADE. § r � } �6 `, M ar 12 • �t^ ' 5. POST PER ELECTRICAL PLANS.CAP TOP.FINISH WITH(1)COAT OF ZINC CHROMATE PRIMER AND WITH �., 1111p, 12 T �r . 7 le, 0 (2)COATS OF ENAMEL PAINT,COLOR RAL#6005 MOSS GREEN". (.._--_ 11 �, ►- . g 6. HAND HOLE.COVER PLATE SHALL HAVE TAMPER-PROOF HARDWARE, 10III,.A'-/ a'%'' P ma- ill a �- 7. BASE PLATE AND ANCHORS PER MANUFACTURER SPECIFICATIONS.
8. STAINLESS STEEL TURNBUCKLE AVAILABLE THROUGH CABLE ART INC.
N i +30"SQ 9. ADJACENT PAVING PER CONSTRUCTION PLAN. • a y ", , '. f30"SQ en
co L�, � °, ` f0. ELECTRICAL CONDUIT WITH SWEEP ELL.CONNECT WIRE CABLE TO LIGHTING SYSTEM THROUGH a vd, y. l DESIGNED BY: GPD 02 �Z7 D . "'+ w c, !� Y SHEET ARCHITERRA \ _, a `i"t .a. -a; _ '-PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA Aik 0 24 l CHECKED BY: JRC R.C.E.�SlOL 2 DESIGN { ]414 al Date /
r J RECOMMENDED BY. RECOMMENDED BY. 12 aFI SHEETS LANDSCAPE ARCHITECTURE AND PLANNING wiiik," cA� 11101J24 �P RECOMMENDED BY:
DRAWING NO:
7 0221 ACALIFORN A 91730 P RANCHO909)484-2800 MONGA, r♦ `ice 1'4' O Date ,c OQ DETAILS 4 �. F C A�f ENGINEERING STAFF LAND E OP NT TRAN RTATION CONSTRUCTION ELEV. + � -- - Page 248303379
1 / /
LEGEND: LEGEND:
1. POURED-IN-PLACE CONCRETE HEADWALL AND FOOTING.APPLY HEAVY BROOM EQUAL EQUAL EQUAL FINISH TO TOP SURFACE.SEE DETAIL B,THIS SHEET. / / 00 12" 1.
CONCRETE
HP E
AD NATURAL COLOR
2. ADJACENT PAVING PER CONSTRUCTION PLAN. (BELOW)O 1/2"RAD US ALONG EXPOSED EDGES. 0 0 0
iii•
3. 4'x 8"x 1/4"TUBULAR WEATHERING STEEL LEDGER ( FINISH TOP SURFACE
4. 4"x 8"x 1/4"TUBULAR WEATHERING STEEL SPANNER BEAM. 11 I © I "� ' (TYP} e 5 2. #4 REBAR,CONTINUOUS HORIZONTAL =�~
5. 2"x 6"x 1/4"TUBULAR WEATHERING STEEL CROSS BEAM. Ici j
6. 2'x2"x118'STEELANGLE. 0 � -'.. 0 ©1TO.C. III �' DI,,' / / "`` ii7 \ Ik / Z-- - 0 0/
7. 2"x 6"TREX COMPOSITE DECKING BOARDS.COLOR PER SCHEDULE -\ / 1 3. #5 REBAR,VERTICAL 17I O.C.WIN
8. 2'x 4"x 118"TUBULAR WEATHERING STEEL WHEELCHAIR BUMPER. -3\ ,_ °I 111 _-_ __ ° j ..�� �''� USH STANDARD HOOK IN FOOTING. 1
4. 112 THICK,FULL-DEPTH EXPANSION
9. DRY STREAM EDGE -SEE CONSTRUCTION PLAN FOR LAYOUT INFORMATION. "I cQ J • + $, 11 JOINT WITH WATERPROOF SEALANT.
10. 6'WIDE CONCRETE HEADER. "
11. 3"x 3"x 1l8'x 2"LONG TUBULAR WEATHERING STEEL RISER AT WHEELCHAIR w `�' • ' : ' ' a I I • • . �# N _ d,i,` 5, 4"x$"x 114'TUBULAR WEATHERING 0 BUMPER. L •- --- ' _ � ' \ STEEL LEDGER.WELD ENDS CLOSED, `��.r•� *" -'" A I � ,_ . O a 6. 4"x4"x114'STEEL ANGLE.ATTACH TO a N 1 " " LEGEND: NOTES:
f I \ �� ,, a \ HEAD WALL WITH 314 x 4 STAINLESS ' ,�; '?' • J -- I I _ -- a .• ry.' �-I _ 'I' 4 4 STEEL WEDGE ANCHORS @ 12'O.C• 1. 4'x 8"x 114`TUBULAR WEATHERING STEEL BEAM.WELD OPEN A. ENSURE ALL VISIBLE,ABOVE DECK METAL METAL CONSTRUCTION NOTES. L 1. A ' °+ ,'=, =3 _ 7. DRILL AND TAP 4"x 8"LEDGER ATTACH ENDS TO LEDGER. TO BE A606 WEATHERING STEEL.
A. ALL METAL VISIBLE,ABOVE DECK METAL TO BE A606 WEATHERING _-T - - B \I �` _ ` = 0 THROUGH 518"x 1'SLOT IN ANGLE WITH 2. 2"x 6'x 114"TUBULAR WEATHERING STEEL CROSS BEAMS, CONTRACTOR TO REMOVE ALL TRACE OF STEEL CONTRACTOR TO REMOVE ALL TRACE OILS AND DEBRIS FROM v ,1, I I . ' "' '� " 3`CLR 1/2"x 1 112'S.S.BOLT AND WASHER @ WELD TO 4"x 8"BEAMS. OILS AND DEBRIS FROM METAL TO ENSURE METAL TO ENSURE EVEN WEATHERING, w �� a. . /6 / g" -/ // 12"Q.C. 3. 2"x 2"x 118" STEEL ANGLES,EQUALLY SPACED AND WELDED EVEN WEATHERING.
B. EASE ALL EXPOSED METAL EDGES. -\ -. ° L-- - -- _ `. 8. 4"x 8"x 114'TUBULAR WEATHERING BETWEEN CROSS BEAMS.MAX SPACING 15 318"O.C.TO B. EASE ALL EXPOSED METAL EDGES:
^� `' 30" STEEL SPANNER BEAM.1/4"FILLET CROSS BEAMS AND LEDGER, C. ALL CONNECTIONS ARE TO BE C. ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.REMOVE ALL • "q I / / SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH.ALL TUBING TO 0 +, ' . ' I WELD TO LEDGER,BOTH ENDS, 4. 2"x 6'COMPOSITE DECKING SEE SCHEDULE FOR CONTINUOUSLY WELDED.REMOVE ALL SLAG HAVE ENDS WELDED CLOSED. "' '- •{
1 I , .. ' 9. BRIDGE DECKING AND SUPPORTS. MANUFACTURER,TYPE AND COLOR. AND SPLATTER AND GRIND ALL WELDS a ° 10, WHEELCHAIR BUMPER AND RISERS, 5. SECURE BOARDS TO ANGLES WITH(2)#10 x 1.25"SELF-TAP SMOOTH.ALL TUBING TO HAVE ENDS -� . , ,� .t.; 11. ADJACENT PAVING PER SCREWS INTO BOTTOM OF TREX BOARD. WELDED CLOSED. • CONSTRUCTION PLAN. 6. 2"x 4'x 118 WEATHERING STEEL WHEEL CHAIR BUMPERS Q 012. DRY STREAM PER CONSTRUCTION (TYPICAL EACH SIDE OF BRIDGE.CLOSE ENDS AND WELD TO 9"ir
7) $�-0" 0 9" (01 PLAN. RISERS, (BELOW) 0 •' / / 0 13. COMPACTED SUBGRADE. 7, 3"x 3"x 1/8'x 2"LONG.WEATHERING STEEL RISER.WELD TO BEAMS.
0 1-0' 1'-0"
/ / /
WHEELCHAIR BUMPER�, BRIDGE PLAN �, BRIDGE SECTION AT HEADWALL - _ BRIDGE CROSS SECTION ,t; SCALE:112"=1'-0" P TOMT-23 , SCALE:'1/2"=1'-0" P-TOMT-09 �� �;'. SCALE:314"=1'-0" P TOMT 22.
REFERENCE NUMBER;A-17, SS-01 " REFERENCE NUMBER; REFERENCE NUMBER:
-',,„
LEGEND: 6"S20 PIPE BOLLARD WITH A
1. CONCRETE HEADWALL AND FOOTING.SEE DETAIL B,THIS SHEET. RELIANCE FOUNDRY DECORATIVE COVER POWDER wt"u6 Bet aaeae
2. 4"x 8'x 1/4"TUBULAR WEATHERING STEEL LEDGER,WELD ENDScR 0 COATED RAL 6005 GREEN OR eR eb CLOSED. \ \ C- APPROVED EQUAL 3, 4"x 4"x 1/4"STEEL ANGLE \ SPACING 0 7 4, 112'THICK,FULL DEPTH EXPANSION JOINT WITH WATERPROOF `= o5 . PER PLANet 10'-0" SEALANT. ti; , _ .+ . ',.. ....
/ 5. ADJACENT PAVING PER CONSTRUCTION PLAN. "' r 0 s.�w.era,d e...
wtb 3,�4`rvashr
r e r " m / , { erA 314"nut 1-0 1-0 6. 4"x 8"x 114"TUBULAR WEATHERING STEEL SPANNER BEAM.WELD TO .' '•� '' 7 9"
/ '� $,-0, / 9, TUBULAR STEEL LEDGER. ti ` ,. �,. J, 7. 2"x 6'x 114"TUBULAR WEATHERING STEEL CROSS BEAM,EQUAL ti SPACING. •
' �
• • y
I EQUAL EQUAL EQUAL 8. 2"x 6'TREX DECKING PLANKS, \ \ s ,y / 9, 2"x 2'x 118"STEEL ANGLE. • 52, ti
10. 3"x 3"x 118"x 2"LONG TUBULAR WEATHERING STEEL RISER. ��j(` -} -I+ "''` "-�''' 'a y s r " t ".«,. ► 4ez.Der Md91r y 11, 2'x 4"x 1/8"TUBULAR WEATHERING STEEL WHEEL CHAIR BUMPER. -\ I, . I� " w I. I . , V. -I , - CLOSE ENDS. "' ' ' ► y . la, I� r. � I : . Iw
r 1 I ' I 0 - 12. DRY STREAM PER CONSTRUCTION PLAN. `, I.` �'_ `. I. y f}tha MaRa.tdi.Of ender heAr 0 ...�.,:. �. �� ":ynl�, ? 1 Ra,:3 U9 I I f(1 ill - Ili.. i�t tit I,II j0 1 elkI ,Z. O �� f FILL SOLID WITH CONCRETE. ., •r r '�T �/ A. FIXED S20 6"DIA.STEEL BOLLARD "" 7,, ♦ h" ' ��
2. 8 DIA.DECORATIVE COVER. ., •�.-, ' -".4., ` I „ ',.t .43 ...N. � � UN-CAPPED(CRASH RATED TO 20 \11 I METAL CONSTRUCTION NOTES: MPH} 3. R7500 THREADED BAR,1"x 49'WITH 1"HEX NUT, ,.� ti` •1 \ •• ••./ / T�.
L _1 L___ __1 A. ALL METAL VISIBLE,ABOVE-DECK METAL TO BE A606 WEATHERING 4. ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN. i la Ottoman • STEEL.CONTRACTOR TO REMOVE ALL TRACE OILS AND DEBRIS FROM B. DECORATIVE DUCTILE IRON 8"DIA. 5. CONCRETE FOOTING,CONTINUOUS. 2y 11.a STEEL TO ENSURE TO REMOVE ALL COVER PER AMENITIES SCHEDULE. ( } L'° 'a"'"'A°"°ed'"'*'°'"'• "G"`'"°'''"n'xr"ordered se„rotety°' "�.others. ')"'rmor dra C. INSTALL PER MANUFACTURER 6. 4 #4 REBAR,CONTINUOUS HORIZONTAL. 3)t AMMAM*" °"' •n° RH�Rf f fit(N"Ls protZ 3)27 r*".�a.d s it
B. EASE ALL EXPOSED METAL EDGES. @ }}olola" . hem" t Y pe�r.aa4a.r.
7. #4 REBAR TIES 12'O.C: P ma*coro" N T.S "`°°�'°' °°°" SPECIFICATIONS AND �.�""�` Y`�"®" " �"m"° ,""a'P'� `p°notice "� C. ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED.REMOVE ALL INSTALLATION INSTRUCTIONS. 8. COMPACTED SUBGRADE.
SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH.ALL TUBING TO HAVE ENDS WELDED CLOSED.
PaIn6" DIA. FIXED BOLLARD I'14 �� QTY Aa;r'!iU.M3PQ T ESC5W-ROrl 4,174:.t� 't4'ReGWF 1 1 R?595$ tt3595 ttaas lalbo kw eev dv Coetad :95 t» 2 1 RT595C 17595 Cap pug do Iron trader Co tnt! 15 0a 3 1 'bpi"Caa;refa Z t 3r'4' 3 op•i"Concrete farad 314'-mower I'x 3 Ua'ncre td,,-a detd'+) Steel Rated 1t2 Na BRIDGE ELEVATION L : WITH 8" DECORATIVE COVER 4 1 R {3'nk34 Ro- .�tor.f�x49Store a> 51ra (:::i _ 5. 1 Yf"aiMr 3+r W 3 L'7` W asl�3+"'QJ 3 i(Y Ttida i({- Sled Paled i5, IC" e 1 +er hUt 3;r rQ rort 3 4-rejr re 1 L 6 rvwx�1 Reef sated a ma 7 3. Kemal Sated Sete rt 3fr x eir :nen Street Set Sem*3 Via'x ir8'-mown 3ti6-her key Ste its Steal SCALE;112"=1'0" P-TOMT-10 f ' ' SCALE:1/2"=1'-0" S-CONSTSA-SA -20 a 3 for Yrw,. 'e" Wow Nos ate• :rx1 t:
CAR-RMA±4.FEI Ti"RuW C4N4W.1 rao"1:WN611 ATMI':7 Sostr TIMTIMIMO/WRVS FROFER1.'OF RSIMOCE Mtroca"CO OW ' 7 REFERENCE NUMBER; k4 REFERENCE NUMBER.A-95 12"
f 110 3"CLRTYP
I / / I 4'-0" Q cn I 0
d
I0 I IS
aT TT�r T 11-1 �' I
• wAll'-'w-v• `-'1., ... 7.__.,//:/
If 30"
OPLAN (..G.>-4.- "F . •:-' , 4 - ,, _11\/ 7". A 4 \�'\N s,yN v. d I A \ \_ 1 1 Q � , I , / / / 1114
\,, / �� \ A 4 N (ELEVATION - SIDE L _.J �/� +r I�.� I °� \`�\�\\ N ~,Vam\.\` V\ ° V \ A /v g //\.i _ _._�--- a,f / / / ' a a °.• 44 \\/\\// / v 4 I " • ` ,/ '�/.'/// • 4 /i. \/\/\l\� / \/\//\'` '` �3, 5-6 3"CLRTYP f/,.ter/,i : l \ \ % Y° ��\'/\�/ Mr: ► / --/ 2 ,y LEGEND:
�i,/ + +. e • ,// \ 0. �' © - 1 6" 1. NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE WALL / / WITH 1/2"RADIUS ALONG EXPOSED EDGES.SMOOTH FINISH 9J,\i/f f °" a \\ ,/ a 1 " 'I / TOP ABOVE REVEAL.SANDBLAST FINISH ALL SIDED BELOW j 7. -,„.,,,.-/ Ike�fir;• / / REVEAL
2. (2# REBAR,CONTINUOUS HORIZONTAL 12"O.C.
\\/x\ J /` LEGEND: ''` T I A F SECTION t\i 34"/ //` 1. NATURAL GREY COLOR,POURED-IN-PLACE CONCRETE WALL. 1. . :1 0 ,, /AA \ 3. (2)#4 REBAR,VERTICAL @ 18"O.C.WITH STANDARD HOOKS IN / 2. CMU COLUMN WITH STONE VENEER AND STRING LIGHT STEEL POST. 1-= M NOTES: FOOTING. ' , 4, ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN LEGEND: 3. CONCRETE STEPS PER CONSTRUCTION PLAN. `1i A. SMOOTH SACK FINISH ON ALL VISIBLE 5- ADJACENT CONCRETE STAIRS 1 CONCRETE RAMP PER
1. REMOVABLE BOLLARD, 4- COMPACTED SUBGRADE, 4, STEEL PIPE HANDRAIL,SEE DETAIL G,SHEET L-2.4. 4 SURFACES.
5. MASONRY BLOCK TO LIFT BOLLARD f ° 4 CONSTRUCTION PLAN:
0 2. BOLLARD SLEEVE 1 BASE. 5. ADJACENT FINISH SURFACE PER CONSTRUCTION PLAN. I �,, B. APPLY ANTI-GRAFFITI COAT TO ALL VISIBLE 6 1/2'THICK,FULL-DEPTH EXPANSION JOINT WITH WATERPROOF
3. INTEGRAL COLOR CONCRETE OFF SUBGRADE. \ \ SURFACES-RAINGUARD SEALANT.
trit FOOTING.30"X 36'MINIMUM BOLLARD 'VANDLGUARD-FIVE•OR EQUAL. 7. COMPACTED SUBGRADE. ® FOOTING.CONCRETE PER PLAN. 12R 3" 3f 12" / 8. 1'x 1"DEEP REVEAL ALL SIDES WERE VISIBLE. w,, 4
- REMOVABLE BOLLARD = , CONCRETE CHEEK WALL @ STAIRS @ELEVATION - FRONT S CONCRETE CHEEK WALL SECTION Know what's below. SCALE:112"=1'0" P-TOMT-60 SCALE:1/2"=1'-0" P-TOMT-44 SCALE:314"=1'0" P-TOMT 43 REFERENCE NUMBER:VV-13 AC T42i-8203
Call before you dig. REFERENCE NUMBER: a: ' REFERENCE NUMBER:W-12 DM ND. 2024- t2... c I BENCH MARK NO. REVISIONS PLANS PREPARED BY r DRAWN BY: PROJECT NO.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD AN rUm ,4` \ CITY OF UPLAND � APPROVED BY: 1$ S3% . �_`' a`�' °o�y. DESIGNED BY: 4y2 /. ` �1GPD ae414.7 %Le/)"1-�_PUBLIC WORKS DIRECTORaG `! TOM THOMAS MAGNOLIA PLAZA sHEET ARCHTERRA 9 CHECKED BY: R.C.E. 570 L� �./4-- 4: 07 2a .*' JRCDES P _ : Dels f 7 RECOMMENDED BY: RECOMMENDED BY: 13 of 40 SHEETS LANDSCAPE ARCHITECTURE AND PLANNING tF 11/01124 Q CONSTRUCTION DETAILS DRAWING NO. mite RECOMMENDED BY:
10221-A TRADEMARK ST.,RANCHO CUCAMONGA, `�• !.
CALIFORNIA 91 T30 PH:(909}484.2800 I yr> - 1`C* 0 1F OQ ELEV. ' / fi cA�.�-- D Page � �>:�d379 ENGINEERING STAFF a DE ELOPMENT&T PORTATION � I
131/2" 3"
0 5'-3"
/ 0
LEGEND: 'le t EAST ENTRY 4 1. 12"DIA.PRECAST CONCRETE,NATURAL GREY COLOR 9. 13-112'x 18"PRECAST CONCRETE DEDICATORY PLAQUE. NOTE:
D SPHERE WITH ETCHED FINISH. BUILD UP MORTAR BEHIND PLAQUE AND INSTALL WITH TOM THOMAS .-FINAL ARTWORK BY CONTRACTOR TO41 - 2. 3/4"DIA.x 18"LONG STEEL DOWEL INSTALL WITH GROUT STAINLESS STEEL ANCHORS INTO CMU!CONCRETE.SEE BE APPROVED BY CITY AND MAGNOLIA PLAZA POCKETS IN SPHERE AND CMU CONCRETE FILL. ENLARGEMENT. LANDSCAPE ARCHITECT PRIOR TO 0 3. POURED-IN-PLACE,NATURAL GREY COLOR CONCRETE 10. ADJACENT EXISTING CITY SIDEWALK TO REMAIN.PROTECT FABRICATION. �., /C CAP WITH#3 REBAR SET MID-DEPTH.SEE ENLARGEMENT FROM DAMAGE.REPAIR ANY AS NECESSARY FOR COLUMN =��. r� CONSTRUCTION. a'
4. 6"xA8Lx 16"PRECISION COLUMN CMU,SOLID GROUTED. 11. FINISH GRADE. irr O r 0 ( -NI, © 5. (4)#5 REBAR VERTICAL W!#3 TIES @8"O.C. 12. COMPACTED SUBGRADE. i 114" 0 I O ill Tal,
6. NATURAL STONE VENEER,4"TO12"COBBLE WITH13, (4}#5 REBAR EACH WAY. ft 1 14. (3)#4 REBAR EACH WAY. -SMALLER SIZE AT TOP AND LARGER AT BOTTOM.INSTALL�''` .� ,.�-- AT 1:12 BATTER,WITH NATURAL GREY COLOR MORTAR UPLAND,CALIFORNIAAND MASONRY CLIPS.SEE NOTEz---- Z ALIGN ALIGN .746 . 7. NATURAL GREY COLOR CONCRETE BASE WITH 1f2"RADIUS �8' 3" •l '�..�� ALONG EXPOSED EDGES.#3 NOSE REBAR,ALL SIDES. WEST ENTRY X 1/2" ` 1ItIIt ► 5'-3" POUR CONCRETE MONOLITHICALLY WITH FOOTING, \ \ 1 3`1.1 r
f / 8. CONCRETE FOOTING. N I a) - ��,H,rnrn TOM THOMAS R. -- LEGEND: t \ . I MAGNOLIA PLAZA1. 6"HIGH CONCRETE COLUMN BASE. gr : i d ,�
2. GMU COLUMN WITH STONE VENEER.SEE SECTIONS B&D,THIS SHEET. /J '' ��
3. CONCRETE COLUMN GAP.SEE SECTION, I�� jrirn ir.�i � i I"
4. 12"DIA.CONCRETE SPHERE.SEE SECTION. kr. 1 �*cs. , -7 <+
5. 13-1/2"WIDE x 18"HIGH PRECAST CONCRETE INSET ENTRY PLAQUE.SEE •54 ��" � ` CTI d N1E r ENLARGEMENT DETAIL E,THIS SHEET. II
..
6. ADJACENT DECOMPOSED GRANITE PAVING PER CONSTRUCTION PLAN. 4 LEGEND:
7. BACK OF EXISTING CONCRETE SIDEWALK.ALIGN COLUMNS WITH BACK OF 14a r„,,, ,, 1. PRECAST CONCRETE.
WALK ''� 4 aQ2. 112"DIA x 4"THREADED STUDS(4)INTO
8. 6"WIDE CONCRETE HEADER. �,j� I01111e THREADED INSERTS. /y_�,�ELEVATION �` �, _ _ UPLAND,CALIFORNIA ■!t�71 N
Q2
t„.., EAST ENTRY COLUMNS -- I .•
ENTRY PLAQUE
SCALE: ILI 112"=1'0" P TOMT 30 � SCALE:1 1/2"=1'-0' P-TOMT-34 ~,: 1
REFERENCE NUMBER:W-14,W-16 �� II REFERENCE NUMBER:
24'SQ
/ LEGEND: a o FOR LEGEND,SEE DETAIL D,THIS SHEET. /~� f 1"MAX 1, 4"THICK,NATURAL GREY COLOR,
TYP � POURED-IN-PLACE CONCRETE CAP WITH S\� 0 3/4"CHAMFER ALONG TOP EDGE.#327'SQ. �� ��� ■ ■ ilbilliliblill REBAR SET MID DEPTH: ,�' , , , ..„.........-0-7 2. 16'x 8"x 16"PRECISION COLUMN CMU, 19" 1 I C •i : : """�" " SOLID GROUTED. y S
I
/ 3. REBAR REINFORCING IN COLUMN SEE 1Ill '/� dliIII
1 III % ',/.' STRUCTURAL DETAILS FOR SIZES AND 0 i IMF
SPACING, < E-1) , \° l 12 r/; $ o 4. CONCRETE FOOTING.SIZE AND "' 12 1I 1 REINFORCING PER STRUCTURAL DETAILS. 2 r i,',, j 5: CONCRETE BASE WITH 3/4"CHAMFER ♦ d \ //111
ALONG EXPOSED TOP EDGE. I " 'lf ' 0 6. NATURAL STONE VENEER.4"TO 8" 1 0 I 0 10111110
/ COBBLE WITH SMALLER STONES AT TOP r LARGER AT BOTTOM FOR 1:12 BATTER. I �� i --'� r'-� -' INSTALL WITH NATURAL GRAY COLOR ` 7 I yl I ( / 0 I zo r----1-�"-1-"- MORTAR AND MASONRY CLIPS,SEE g, ♦ r 0 ;- /://
NOTE, n I `t _I!L \ ..-. _ - `:, 1. �; ___+
I \.. \//' 7. ADJACENT DECOMPOSED GRANITE v',� `I - i -~'" 1 ��1► �►, ►` ►1► `j►��s��►���►i%��j���jf�►�L'� ,� t,:\\\\\\<,./(\\ I �,/, \ PAVING PER CONSTRUCTION PLAN. .- ( 1 I I //\///\/`//\/. \//f,V 1••l���i�`i�`� 1 .\`ti 8. FINISH GRADE. 1"MD 1' `� ,`,,%`,` \,i''\:'"rti .r�y'`\� \� \�`'� \ ,, ! 9. COMPACTED SUBGRADE I /j // I ( 1 I �\// //\//\,/ LEGEND:
�� 10. (4)#5 REBAR VERTICAL w1#3 TIES AT 8" 1. �. '`�/`�/j\` I I I I / / // 1. TRASH RECEPTACLE PER SITE AMENITIES SCHEDULE. r/'\\,,,,\� I I I I \ \�j\�/ 2. PLASTIC LINER PER MANUFACTURER. / / / 11. (4)#5 EACH WAY 6 --.v...r.tJ---1,‘„..„.,,,.... ; \f�\ 3. 1/4"STEEL PLATE WITH 11/16"DIA.HOLE PER MANUFACTURER.(3)PLACES. j/ ���, � 12. (3)#4 REBAR EACH WAY -0 -'\ ,% C \ .. 41 4. 1/2"x 3-3/4'STAINLESS STEEL EXPANSION ANCHOR PROVIDED BY o \\A\ 1\ ;\ y � �\ '�\ �\ 'r, am s MANUFACTURER.(3)REQUIRED.lir FAY, r •J 13' ilk
�� / �� `\\jij"./\ 12 5. 24"DIA CONCRETE PAD WHEN LOCATED IN D.G.AREA. NOTE:
/ 30" / r A @SECTION 3,�" '`/J\\ 6. COMPACTED SUBGRADE. A. TRASH RECEPTACLE TO BE 4'-0"SQ. 0 1 /% / / PROVIDED BY CITY. irrr�iwiirir
/ / /
TRASH RECEPTACLE ON
42" HIGH CMU COLUMN COLUMN CAP SECTION 6'-S"HIGH CMU COLUMN �} CONCRETE PAD AT D. G.
SCALE:314"=1'-0" P-TOMT-31 SCALE:1 1/2"=1'-0" P-TOMT-33 ,`; SCALE:3/4"=1'-0" P-TOMT-32 SCRLE:1"=1'-0" S-CONST-SA-TRASH-11 REFERENCE NUMBER: ,,. REFERENCE NUMBER: ' ;,, REFERENCE NUMBER: . REFERENCE NUMBER:A-11 j BROWN LEGEND:0 STEM LEGEND: _ 1. FIXIT PLUS BIKE HANGER. .. 0,=0, 2. FIXIT PLUS GUARD.
1. EXISTING BELOW GRADE UTILITY BOX. " 3. FIXIT PLUS AIR KIT. w°= \ ,
e
2. WUNDERCOVERS PRE FABRICATED ► ' .
O , . ' 4. BASE PLATE. ��, °;.. 0 ;� GALVANIZED STEEL CONCRETE TRAY a - • 05. CANE STOP. GREEN A * WITH FLANGES.SIZE TO FIT FRAME. � _ "� 6. 4 318"x 3'S.S.WEDGE ANCHORS WITH NUTS AND ` "`" ""` LEAVES 0,006:
4,41 ' �� ,� d 3. LIFTING KEY FITTING. 0 W :f'"A .f ```• a. , -4 D 4, WONDERCOVERS PRE-FABRICATED WASHERS. " •i �g . - •,► GALVANIZED STEEL TRAY FRAME WITH 0 7. 4 THICK MIN.SLAB FOOTING,36'SQ.MIN. ° � �� CENTERED ON FIXIT STATION.DEEPEN TO 6"
.P' �. . FLANGES. \ " . �� BENEATH FIXIT STATION.
5. CONCRETE FILL IN TRAY TO MATCH 8. COMPACTED SUBGRADE. �„ (44k1011400,' 4 4411°) EXISTING ADJACENT PAVING. • lit WHITE ,: 13 .
6. ADJACENT CONCRETE PAVING PER YELLOW L ,. r:;.:._;,,,,,, ,-- ,Lit,,
CONSTRUCTION PLAN. NOTE: CENTER FLOWER
7. COMPACTED SUBGRADE. INSTALL PER MANUFACTURERS DETAILED IN a I=.
INSTALLATION INSTRUCTIONS. !i !; Mr L-' NOTE: i. � '
NOTES: .
B. TO BE PROVIDED BY CITY. ,. �A„ `' 1 �' foe I E
A UTILITY BOX SIZES VARY.CONFIRM :1 .s Q Q .�....� .� r . NOTES:
SIZES AND QUANTITIES IN FIELD. �' �. ;I ' "o �,. 1 „ _ A SIGN TO BE STRAPPED TO LIGHT 0 B. COORDINATE WITH MANUFACTURER • I . I 0 'Y ' ( 4 POLE USING VANDAL RESISTANT V Q FOR PROPER SIZE LID AND FRAME., a. a, STAINLESS STEEL HARDWARE.
,iiiiillie
r 4 AND INSTALL PER MANUFACTURER U a - r�- . PEDESTRIANS B. SIGN AVAILABLE THROUGH ROADTRAFFICSIGN.COM.
i .- ° , 4 SPECIFICATIONS. Q� Q MAGNOLIA MOTIF NOTE:
,
/%// //~/f'\' 36"x 36"x 4"D ' e' �� A. CONTRACTOR SHALL REQUEST . ` \ ///\// ,�/� \ ' MIN.SLAB FOOTING Q ARTWORK FILE FROM WHITE \ \ � % A� 'i / P ARCHITECT // /� LANDSCAPE CT FOR 18■ 1 ( ° ' / - 0 DESIGN OF MAGNOLIA GRAPHIC. / / C)RfkiNEMENT B. GOLORSAREFORPORGEIAIN
j � °ELEVATION 4 ENAMELSIGNS, - , j 0
UTILITY BOX COVER FIXIT BIKE REPAIR STATION MAGNOLIA MOTIF : BIKE PATH SIGN Know what's below. SCALE: =i'-0" S CONST SA PRMA-03 SCALE:314"=1'-0" S CONST-SA BIKE 14 SCALE: NOT TOSCALE ` SCALE:1 112"=9'-0" P-TOMT-57
Call before you dig. , , .v REFERENCENUMBER:A-96 REFERENCENUMBER:A-15 O REFERENCE NUMBER:S-43 ACCT421-8203 8 t� MO.2024•12,
BENCH MARK NO. REVISIONS PLANS PREPARED BY �Nosc pF. DRAWN BY: APPROVED BY: [/'1_ PROJECT NO.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE ^ APP'VD ��O 1Crum4y/6 9 \ V I T'�' C3 F UPLAND �2g �� V� ��a'14. �"'�r��� DESIGNED BY: GP� a-V-2 5( --
�, a { _ 2 TOM THOMAS MAGNOLIA PLAZA SHEET ARCH TERRA PUBLIC WORKS DIRECTOR DATE L� �.V Sig 24 CHECKED BY: JRC R.C.E.yS7DZ _
� � ` � � � al Data �� RECOMMENDED BY: RECOMMENDED BY: 14 0l= 4(} SHEETS LANDSCAPE1-ATRA TRADEMARK
ARCHITECTURE RE RANCHO
UCAM NGA cP�' 11/0 z.24 �? RECOMMENDED BY: CONSTRUCTION DETAILS DRAWING NO. 10221-A TRApEMARK ST.,RANCHO CUCAMONGA, /� CAIIFORNIA 91730 PH:(909)484.2800 r�O F C A�-,c ELEV. R / `" ENGINEERING STAFF LAND ELO NT&T SPORTATION Page £�a$0379
LEGEND: 5� q 0 1, CMU COLUMN WITH STONE VENEER AND POURED-IN-PLACE CONCRETE CAP. !L @)l.Ii 'm V L�IJI� g
2. COLUMN CONCREE BASE \ 0 _AO 11
3. 6'DIA.x 1/4'GALVINlZED STEEL PIPE ARCH SUPPORT POST WITH SPHERE FINIAL. o 7,...4,,,\,,k_; .ao ° Fr pl I II }.. �4. TUBULAR AND PLATE STEEL ARCH SIGN, B � ill,~ `:JELECTRICAL , r,. . .,, „,, ,s , V 5, JUNCTION CABINET(WITH CONDUITS)SHOWN FOR REFERENCE.
I 0
(1)JUNCTION CABINET EACH COLUMN.REFER TO ELECTRICAL PLANS FOR SPECIFICS AND COORDINATION. i t i O 4`-0" 6. MAGNOLIA BLOSSOM MEDALLION. 4'-0" 111-11" O / - /
SII ,
11°) i( A gk_ 10'-2" 10'-2" ii4i, ►��li0N 1 .' / '' P f
0 CO 0„„ 01461VIP LEGEND: ilititfidigite'Err24 1. CMU COLUMN WITH STONE VENEER AND POURED-IN PLACE CONCRETE CAP. 4111 o r SEE DETAIL C, it d 4 r 2. COLUMN CONCRETE BASE. .,......
C 11-1
i
EEERENCE.
11 /14
IIMMI2 % ,, 4 0
,� , iielkin6 REFER TO ELECTRICAL PLANS FOR CABINET SPECIFICS. ► 0 6, 6"DIA.x 1/4"GALVANIZED STEEL PIPE ARCH SUPPORT POST WITH 6"DIA, YJ-- *Sokk. 0 ilimitio SPHERE FINIAL - �1Ipraillit 4 D1 B D2iiiiiii I 7, TUBULAR AND PLATE STEEL ARCH SIGN.SEE DETAIL E,THIS SHEET: i 0 __ �_ _ LI I /I� 8, FINISH SURFACE PER PLAN. 9, STEEL POST COLAR
24'-6" \ \ \ n 6 1 n 4 1 /
4,2„ , PRIMARY ENTRY PLAN Is PRIMARY ENTRY FRONT ELEVATION SCALE:3/8"_,'0" P TOMT-14 '' SCALE:3r8"=1'-0" P TOMT 15 REFERENCE NUMBER:SS-11 / , „ REFERENCE NUMBER:
LEGEND: 6. ADJACENT PAVING PER CONSTRUCTION PLAN. LEGEND:
7, 112"THICK,FULL-DEPTH EXPANSION JOINT. 0 Q 1. 1r x 24"x 1/2"THICK BRONZE DEDICATORY PLAQUE.
1. 8"x 8`x 16"PRECISION CMU,SOLID GROUTED, 2. SECURE BRONZE PLAQUE INTO CMU WITH 8-1/2" REINFORCEMENT PER STRUCTURAL 8. COMPACTED SUBGRADE. LONG x 5/16"CARRIAGE BOLT WITH 5/$"DIA
2. 6"THICK,NATURAL COLOR,POURED-IN-PLACE 9, 6'DIA.x 1/4"GALVANIZED STEEL PIPE ARCH SUPPORT HAMMERED HEAD,SPOT WELD CARRIAGE BOLT HEAD CONCRETE CAP WITH 1"CHAMFER ALONG TOP EDGE, POST, , ... �.� r ��`% T�Y TO PLAQUE TO PREVENT TAMPERING. r j` 7, i T- CI
#3 REBAR SET MID-DEPTH. 10. 12"x 12"x 6'DEEP ELECTRICAL JUNCTION CABINET. g g /� f� t 3. GROUT POCKET WITH NON-SHRINK GROUT. '/� % r
3. COBBLE VENEER-4'TO 12"STONES WITH LARGER SECURE TO CMU WITH CONCRETE ANCHORS.REFER 1 I 4. BUILD UP CONCRETE MORTAR BEHIND PLAQUE AS ` 13 1 �:
ROCK AT BOTTOM,SMALLER AT TOP TO ACHIEVE 1:24 TO ELECTRICAL PLANS. Mili /� 1■M / ' / I ,'MAX
11. ELECTRICAL CONDUIT.COORDINATE WITH ELECTRICAL rI �/� �r /�/ SHOWN.PROVIDE BATTER TO MATCH 1:24 COLUMN / ' /`�' iris- BATTER.HAND TROWELLED NATURAL GREY COLOR � / / TYP BATTER / / TYP MORTAR. PLANS, i 0 / ' rilf 1 5. 18"x 24"PRECAST CONCRETE ENTRY PLAQUE. I ,�' 41) `� ' '
4. 12"HIGH NATURAL GREY COLOR,POURED-IN-PLACE 12. 12'SQ x 3/4"THICK STEEL BASE PLATE WITH(4)3/4"DIA. y'► �/,, 1 ;;,;fir I ,/,,,, MANUFACTURER TO PROVIDE STUDS AT BACK OF
CONCRETE BASE WITH 1/2"RADIUS ALONG TOP EDGE, x 12"EMBEDED THREADED RODS, �/ ' POUR MONOLITHICALLY WITH CONCRETE FOOTING. 13. STEEL POST COLLAR TO FIT AROUND POST.WELD TO /� PLAQUE FOR MOUNTING WITH GROUT POCKETS INTO 1 / /
5. CONCRETE FOOTING.REFER TO STRUCTURALT POST. ai I / I )� CMU.SEE DETAIL E,SHEET L-2.s,FOR DESIGN AND 1111, /, r 0 1
ENGINEER'S DETAILS FOR SIZE AND REINFORCING. 14, 16 GA,GALVANIZED CORRUGATED VENEER TIES. „.."_ r / p ° ~ TEXT L INSTALL EVERY OTHER COURSE, - /�� � 0 � '� � � © 6. CMU WITH REBAR PER COLUMN SECTION. � � 0 � � ., �, r I 00 0 7. STONE VENEER WITH MORTAR PER COLUMN / I / 1 I 2 \ \ . �. II / I 1 0 SECTION. . . I / 0 % ( / "`. ® ®i■ / r/�' / 8. STEEL POST PER COLUMN SECTION. / 1 cn / 1 !// a L"'- aiii , I' / 9, 16 GA.GALVANIZED CORRUGATED VENEER TIES. % '/� `■" '� / 4 o diol I
w I �
g \ O r /' / � / I / „/I N / / � INSTALL EVERY OTHER COURSE. / I / / ter -=. � � up 'y/�/' �`` NOTES: "� / / I \ \ �" 0 % F f A. FINAL ART WORK FOR PLAQUES TO BE DETERMINEDJ.....V1 I AND PROVIDED BY CITY.
/ I '/� � /
IMMO
36`SQ (' ' i`-I ---- 379
14'-2" 'l 14'-2"
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lbe , 3' 3 NON SHRINK GROUT.
DETAIL A SHEET L-2.6. Cl) 7. WHEELCHAIR BUMPER.112" THICK x 3"STEEL BAR WELDED TO POSTS 7, CMU COLUMN WITH CONCRETE CAP AND • \ ® TYPICAL.PAINT TO MATCH HANDRAIL AND POSTS.
NATURAL STONE VENEER. I I I L I ` t ' 8, ADJACENT FINISH PAVING PER CONSTRUCTION PLAN. 8, STEEL POLE AT STRING LIGHTING. k 0 9. FINISH GRADE AT ADJACENT PLANTER.
9. EDGE OF RAISED STAGE PER CONSTRUCTION /1 \ a '' Q 10. COMPACTED SUBGRADE.
PLAN. 1'-0" A ° ° 11, SKATESTOPPER ANTI-SKATEBOARD STAINLESS STEEL DEVICE,"DIAMOND
10. CAST IN PLACE SKATEBOARD DETERRENT SET / r / / / \\f\ fi\/ INSERT SERIES"MODEL#0R5 8 FOR 112"RADIUS.SPACE 5"-0"O.C.PER PLAN. /// ��\`� • - 12. GREENSCREEN PANEL,SEE GREEN SCREEN VINE PANEL DETAIL FOR 5-0 O.C.SEE RAMP SECTION. 0 r 4- ad / // // // `// // //\/ R., / b \/. F11. GREENSCREEN PANEL,SEE GREEN SCREEN VINE 27 RAMP t_ii,, \ �, /\\/\\/\\/\\/\\/\\\ \ „\\ \\ N a 4 INFORMATION.
PANEL DETAIL FOR INFORMATION.DETAIL E SHEET ® ' ' DOWN o "' / //� /�/l/\�\�1// / f/\//, / ���//\j/'/ /\ L-2.11 a \ \
12. TOP LANDING MIN.60"LONG&SLOPE LESS THAN 4-BIM C \// /\�.//,/ 0 /� ° d° 4 4 2% O �/\ �2 . RECOMMENDED BY:Dat"' 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, � �', ! �'CALIFORNIA 91730 PH:(909)484.2800 ' �H. � O t 7ELEV. I 1 F A ENGINEERING STAFF LAND E L� &T PORTATION aged` 79
\ - - - 0 12' / 5'4"TYP(CONTROL JOINTS) 20 E., ROMAN "ROACH" FORONDA BAND STAGE 31.12y 0 5'TYP(SKATE DETERRENT) / • --‘-.. I \ 0 0 --\N\I 41040 NI n
0 414- 0 it- 0 ON 0 t
ELEVATION
Al 0I I lip io A e •\ \ �,
Or""ti
/ N\ Q 4 / 1-I I !z
LEGEND: O 1 / 0 r/ =111=( I 1=1 1= , ..
i. POURED-IN-PLACE CONCTE RETAINING WALL ALONG .0 1■ ( _-1 1 1=1 I I ( I 1= 1 zN , OUTER EDGE OF STAGE. o L 1=1
2. CMU COLUMN WITH LIGHT POST PER CONSTRUCTION PLAN. \ / N\ fi` Q (�=1 1 1=� I I I�� '�
00.00 3. PRECAST CONCRETE SIGN INSERT WITH DEDICATORY \ 0 " /� O \ \ ®�y� =1 ( (-1 - �J STAGE NAME,BOOKMAN OLD STYLE FONT AT 8 TEXT \ _ate _ -•■� Q HEIGHT AND 1"DEPTH.COLOR AND FINISH TO BE / O z 4 4 n I I=11 a © B 2 ELEVATION 1 I DETERMINED.TO BE FABRICATED IN THREE(3)PIECES. 07 / 11_) 11E1171 , .
4. FINISH SURFACE PER PLAN. \ D1 / \ \//�/f\ff• � 4 � -� �---�1 -I I i_ LEGEND:
5. 1 x 1"REVEAL,HORIZONTAL ALONG FACE OF WALL,BOTH \ / /\\ \/ / 3' c `' I Ir- 1. 12"WIDE NATURAL GREY COLOR POURED-IN-PLACE CONCRETE 8. ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN.
SIDES OF PRECAST SIGN INSERT. \\ / \�A / '�,,,,•CLR 4 �1 I WALL.TOP OF WALL TO HAVE LIGHT BROOM FINISH.VISIBLE 9. 112"THICK,FULL-DEPTH EXPANSION JOINT WITH WATERPROOF
6. SKATESTOPPER STAINLESS STEEL INSERT.REFER TO WALL •\ I / R, ff�f`/ n a I -=\/f -r-- 0 --- 30"
6. FINISH GRADE. ?2if' Z VINE PER PLANTING PLAN.
8. CONCRETE CURB PER CONSTRUCTION PLAN. '`� OPLAN VERIFY LOCATION. - . 0
9. ADJACENT PAVING PER CONSTRUCTION PLAN. I i '� %\,% , �2
10. COMPACTED SUBGRADE. w _ '� `tea \` `\ `ti Q \ i i
11. ADJACENT WALL WITH FOOTING AT BACK OF i Q //f ff'/f\ r. \'�\\/\\/\ •' I\\r\' 0 STAGE.CONTRACTOR SHALL COORDINATE - Y/\1`\\/\\: \ h i r ,''\/f\/f\/f\ • i __ : 'r f\'fir FOR AREAS OF OVERLAP,AND FORM AND /\//\\ \\ \\ = = \/�\/f�'\/r` i\\/\\/\\/\� / /\/\/\ POUR CONCRETE FOR BOTH AT SAME TIME. •_ 4 '"�� o/J� 3'CLR TYP �A \\//%//%./ �/\f\f\� \// // / ,f
12. ADJACENT STAGE FINISH SURFACE PER ""� ;� /\� /r \ \` \ \\ \\�\ ,\\ \\ \\ Q zo CONSTRUCTION PLAN. ' - w�/\ �"" \\`\\ // // // r // // // r ( u. A • v v 4 \ \/\/\/\ o \/`y/ •
13. (3)#3 REBAR TIES @ 1-1l2"O.C.AT FOOTING 3 .� ' z \/\//\//\f/\f/ti.I %'/ ' / / r " , +" /\/ / 0 TOP. r,` `-1 III m .9›,\\r\\/\\/\\/\/ i / r\\f/\\//\ r/ / // ,4. (4)#5 REBAR,VERTICAL,EVENLY SPACED A.�, j j p w \\f\\�r\\/\\/\ �^_ .1>\x \ \\ �.' �r e / f /:` •
AROUND POST,WITH#3 TIES AT 12 O.C. w f/ / ` /r / /\ / ''� NOTES: rb 411111-iii
\ �\ "f\\f\�i�L `:-t ()SECTION / \f 30"/\/i/ A. COLOR OF GREENSCREEN / / COMPONENTS SHALL BE'MATTE �� � f 18«\ I- i t' f- 0 LEGEND:
TEXTURE BLACK'. �� DIA. / 1. PERMANENT BOLLARD. 5. COMPACTED SUBGRADE. v' 0 B. INSTALL WITH ALL REQUIRED " \ --- . . . - \ � 6. MASONRY BLOCK TO LIFT BOLLARD OFF
2. #4 REBAR HORIZONTAL.
=> HARDWARE PER MANUFACTURER \ .rrr. 3. #4 REBAR VERTICAL AT CORNERS. SUBGRADE.
SPECIFICATIONS. (TYP) 4: INTEGRAL COLOR CONCRETE FOOTING. ( t, ., l ► @FRONT ELEVATION 0SIDE ELEVATION OFOOTING 3 'X36"MINIMUM BOLLARD FOOTING. , s '' GREENSCREEN VINE PANEL FIXED BOLLARD Know what's below. - .' SCALE:1/2"=V-0" P-TOMT-56 SCALE:1/2"=1'-0" P-TOMT-61 Call before you dig. REFERENCE NUMBER:A-97 REFERENCE NUMBER:
Bib NO.2�4 12 ACGT421-8203
BENCH MARK NO. REVISIONS PLANS PREPARED BY --~ DRAWN BY: l PROJECT NO. �A�DS movie" APPROVED BY: ITY Q ¢ LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD �O Krumw�� 9�` Q V .t12
1 =5 m`a' aB ya1 DESIGNED BY: GPD /t. ! �r! -�7 a O ARCJ { TERRA
SHEET
- =+ -+( PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA _ �GN P 24 CHECKED BY: JRC R.C.E.cis?o'tr L 2.11 "�� RECOMMENDED C ED BY: RECOMMENDED BY: 17 OF 4 SHEETS LANDS-CAPE ARCHITECTURE AND PLANNING d1 11/D s•24 �Q RECOMMENDED BY: CONSTRUCTION DETAILS 7 DRAWING NO. 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, pf*� 9 • CALIFORNIA 91730 PH:(909)484.2800 j ��` 0 �. 9Qi .' ELEV. 1 "'=
ENGINEERING STAFF ND ELOPMENT&TRA 'ORTATtON Page 379
ABBREVIATIONS: STRUCTURAL STEEL CONT.: STRUCTURAL OBSERVATION: GENERAL STRUCTURAL NOTES:
PROGRAM NOT INCLUDED BECAUSE THIS PROJECT IS NOT REQUIRED BY ANY OF CBC SECTIONS BELOW:
AB ANCHOR BOLT 4. WELD INSPECTION: 1. THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE PREPARED BY RGSE INC.
ABV ABOVE EXT EXTERIOR PSI POUNDS PER SQUARE INCH A. LEAD WELDING INSPECTOR CERTIFICATION: LEAD WELDING INSPECTOR SHALL BE A CERTIFIED 1704.6.1 STRUCTURAL OBSERVATIONS FOR STRUCTURES. ALTERATION OF THIS DOCUMENT BY ANY PARTY OTHER THAN RGSE INC. IS A VIOLATION OF LAW THAT ADDL ADDITIONAL FDN FOUNDATION PT PLATE TRUSS/ WELDING INSPECTOR (CWI) COMPLYING WITH AWS-QC1 STANDARDS, SHALL BE RECOGNIZED BY STRUCTURAL OBSERVATIONS SHALL BE PROVIDED FOR THOSE STRUCTURES WHERE ONE OR MORE OF THE WILL BE PROSECUTED TO ITS FULLEST EXTENT.
ADHES ADHESIVE FF FINISH FLOOR/ PRESSURE TREATED THE BUILDING OFFICIAL AS A REGISTERED DEPUTY INSPECTOR FOR STRUCTURAL STEEL FOLLOWING CONDITIONS EXIST: 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB SITE PRIOR TO ADJ ADJACENT FIELD FASTENER REINF REINFORCEMENT WELDING (ICC CERTIFICATION)AND SHALL POSSES A MINIMUM LEVEL OF UT LEVEL II 1. THE STRUCTURE IS CLASSIFIED AS RISK CATEGORY III OR IV. STARTING CONSTRUCTION AND THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY ALT ALTERNATE FG FINISH GRADE REQ REQUIRE CERTIFICATION. 2. THE STRUCTURE IS A HIGH-RISE BUILDING. DISCREPANCIES, INCONSISTENCIES, OR ISSUES WITH CONSTRUCTIBILITY.
AMP AMPLITUDE FH FULL HEIGHT REQ'D REQUIRED B. OTHER WELDING INSPECTORS: WELDING INSPECTORS PERFORMING VISUAL INSPECTION UNDER 3. THE STRUCTURE IS ASSIGNED TO SEISMIC DESIGN CATEGORY E, AND IS GREATER THAN TWO 3. AT ANY DISCREPANCIES OR CONFLICTS BETWEEN PLAN AND ELEVATION DIMENSIONS SHOWN ON THE ARCH ARCHITECT/ FN FIELD NAILING R&R REMOVE AND REPLACE THE SUPERVISION OF THE LEAD WELDING INSPECTOR SHALL POSSES ICC CERTIFICATION,AND STORIES ABOVE THE GRADE PLANE. ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS,THE ARCHITECTURAL DIMENSIONS ARCHITECTURAL FL FLOOR SCHED SCHEDULE PERSONS PERFORMING NON-DESTRUCTIVE TESTING SHALL POSSES UT LEVEL II CERTIFICATION. 4. SUCH OBSERVATION IS REQUIRED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE SHALL GOVERN. IF ANY OF THESE DIMENSIONS DIFFER BY MORE THAN 5%,THE ENGINEER SHALL BE AVG AVERAGE FLG FLANGE SD SHORT DIRECTION FOUR NON-CERTIFIED WELDING INSPECTORS MAXIMUM SHALL BE UNDER THE SUPERVISION OF FOR THE STRUCTURAL DESIGN. NOTIFIED OF THE CONFLICT, AND THE CONTRACTOR SHALL WAIT FOR INSTRUCTIONS.
BF BOUNDARY FASTENER FOC FACE OF CONCRETE SF SQUARE FOOT A CWI. 5. SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. 4. THE CONTRACT CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED BLDG BUILDING FOS FACE OF STUD SHT SHEET C. WELD INSPECTIONS: PROVIDE WELD INSPECTIONS AS REQUIRED BY CBC SECTION 1705.2 AND STRUCTURE. UNLESS OTHERWISE NOTED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
BLKG BLOCKING FS FAR SIDE/ SIM SIMILAR AISC 360 CHAPTER N (AISC 341 CHAPTER J FOR SEISMIC FORCE RESISTING SYSTEM). SEE THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, BLW BELOW FINISHED SURFACE SMRF SPECIAL MOMENT- STATEMENT OF SPECIAL INSPECTION AND QUALITY ASSURANCE SECTION. WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT FT FOOT/FEET RESISTING FRAME FOUNDATION NOTES:
BM BEAM 5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR THE - NOT LIMITED TO: BRACING, ALL SHORING, FORMS,AND SCAFFOLDING.
BN BOUNDARY NAILING FTG FOOTING SN SOLE PLATE NAILING ENGINEERS REVIEW PRIOR TO FABRICATION. ALL STEEL FABRICATION SHALL BE PERFORMED IN A 5: OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN SLABS BEAMS, COLUMNS, WALLS, ETC., UNLESS GA GAGE SOG SLAB ON GRADE 1. FOUNDATION DESIGN IS BASED ON THE SOIL INVESTIGATION REPORT BY:
BOTT BOTTOM SHOP APPROVED BY THE BUILDING DEPARTMENT. SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
GALV GALVANIZED SPEC SPECIFICATION GEO TEK, INC.
BS BOTH SIDES 6. EXCEPT WHERE ENCASED IN CONCRETE, MASONRY, OR SPRAYED ON FIREPROOFING, ALL STEEL 6. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST REVISION.
GRND GROUND SQ SQUARE 1548 NORTH MAPLE STREET BSMT BASEMENT SHALL BE PRIMERED UNLESS NOTED OTHERWISE ON THE DRAWINGS. PAINTING OF STRUCTURAL 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE BTWN BETWEEN GRD GRADE SS STAINLESS STEEL STEEL MEMBERS SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN AISC 360. CORONA, CA 92878 I OFFICE:951.710.1160 FAX: 951.710.1167 DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS. NOTIFY THE ARCHITECT/ENGINEER BYND BEYOND GT GIRDER TRUSS STAGG STAGGERED 7. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED. STEEL IMMEDIATELY&WAIT FOR INSTRUCTIONS.
CF CUBIC FOOT HNGR HANGER STD STANDARD MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH AFTER STEEL IS EMAIL: www.geotekusa.com CIP CAST IN PLACE HT HEIGHT STIFF STIFFENER ERECTED. THE SHORES SHALL REMAIN IN PLACE UNTIL THE STEEL TEMPERATURE HAS RETURNED TO DATE:JUNE 6, 2023 8. COST OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION NOT DUE TO PROJECT NO.: 3527-CR ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORN BY THE CONTRACTOR.
CJ CONTROL JOINT/ HORIZ HORIZONTAL STL STEEL AIR TEMPERATURE. 9. WHERE DESIGN AND DETAILS OF PLATE GIRDERS, TRUSSES, ETC., IS TO BE PROVIDED BY FABRICATOR, CEILING JOIST HS HIGH STRENGTH STRUCT STRUCTURAL 8. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE, CONTRACTOR SHALL SUBMIT CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER, TO CL CENTERLINE HSS HOLLOW STRUCTURAL SECTION SW SHEARWALL GREASE, ETC. AND SHALL BE PRIMED. 2. DESIGN SOIL BEARING PRESSURE IS 2500PSF @ 18" MIN BELOW LOWEST ADJACENT GRADE. THE ENGINEER AND TO THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.
CLG CEILING ID INSIDE DIAMETER SWO SHEARWALL WITH 9. WHERE WELDING TO EXISTING BEAMS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT FOUNDATION INSPECTION,THE SOILS 10. UNLESS AN ITEM ON THE PLANS OR DETAILS IS SPECIFICALLY MARKED AS AN EXISTING ITEM,THE CLR CLEAR INFO INFORMATION OPENING DETERMINE AND PROVIDE ADEQUATE SHORING OF EXISTING BEAMS FOR LOSS OF STRENGTH DUE TO ENGINEER SHALL ADVISE THE BUILDING OFFICIAL, IN WRITING, THAT: CONTRACTOR IS TO ASSUME THAT IT IS NEW, AND INCLUDE IT IN THE CONSTRUCTION BUDGET.
CMU CONCRETE MASONRY UNIT INT INTERIOR SYM SYMMETRICAL HEAT DURING WELDING. A.THE BUILDING PAD WAS PREPARED ACCORDING TO THE SOILS REPORT. 11. WHERE SOIL REPORT IS CITED, ITS REQUIREMENTS ADOPTED HEREIN.
I CNTRSNK COUNTERSINK/ INV INVERTED THK THICK 10. NON-SHRINK GROUTS OR DRY-PACKS SHALL BE 6000 PSI MIN.ASTM C109 W/SPECIAL INSPECTION B.THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT, 12. ALL MANUFACTURED PRODUCTS MUST BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.
COUNTERSUNK JT JACK TRUSS THRD THREADED REQUIRED TYP. BASE PLATES SHALL BE GROUTED PRIOR TO PLACEMENT OF CONCRETE ON ANY C.THE UTILITY TRENCHES HAVE BEEN PROPERLY BACK FILLED AND COMPACTED. 13. WHILE EVERY REASONABLE EFFORT HAS BEEN MADE TO PROVIDE A BUILDABLE SET OF CONTRACT COL COLUMN KP KING POST T&B TOP AND BOTTOM UPPER FLOORS. 4. THE SOILS REPORT IS AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS. ANY KSI KIPS PER SQUARE INCH TN TOE NAILING INCONSISTENCIES OR CONFLICTS SHOULD BE BROUGHT TO OUR ATTENTION IMMEDIATELY,AND WAIT DOCUMENTS WITH MINIMAL ERRORS OR OMISSIONS,THE CONTRACTOR ACKNOWLEDGES AND CONC CONCRETE 11. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)SHALL MEET THE MINIMUM FOR OUR DIRECTION. UNDERSTANDS THAT THE CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND MAY CONN CONNECTION LBS POUNDS TOF TOP OF FOOTING SPECIFICATIONS IN THE AISC CODE OF STANDARD PRACTICE CHAPTER 10 UNLESS NOTED OTHERWISE CONTAIN ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, CODE VIOLATIONS AND IMPROPER USE CONST CONSTRUCTION LD LONG DIRECTION TOP TOP OF PODIUM ON THE ARCHITECTURAL DRAWINGS. 5. REFERENCE THE SOILS REPORT FOR OVER EXCAVATION AND RECOMPACTION, AND OPTIMUM OF MATERIALS. SUCH DEFICIENCIES WILL BE CORRECTED BY THE ARCHITECT OR HIS/HER LG LONG TOS TOP OF STEEL MOISTURE LEVEL INSTRUCTIONS.
CONT CONTINUOUS 12. WHEN CURVING HSS SECTION, INCREASE WALL THICKNESS AS REQUIRED TO AVOID WALL CURLING. CONSULTANTS WHEN IDENTIFIED. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE LL LIVE LOAD TL TOP OF LEDGER 6. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY FINAL GRADE ELEVATIONS, FOR MINIMUM THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY CONTR CONTRACTOR 13. DEMAND CRITICAL WELDS:
COORD COORDINATE LLH LONG LEG HORIZONTAL TOW TOP OF WALL WELDS DESIGNATED AS DEMAND CRITICAL SHALL BE MADE WITH FILLER METALS MEETING THE FOOTING DEPTHS BELOW LOWEST ADJACENT GRADES AND MINIMUM COVERAGE OVER TOP OF DEFICIENCIES THE CONTRACTOR MAY DISCOVER, THE CONTRACTOR FURTHER AGREES TO REQUIRE CVR COVER LLV LONG LEG VERTICAL TRANV TRANSVERSE REQUIREMENTS SPECIFIED IN AWS D1.8M CLAUSE 6.3. FOOTINGS. ELEVATIONS OF FOOTINGS SHOWN ON THESE PLANS ARE ESTIMATES BASED ON THE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND TO REPORT AT ONCE ANY DIA DIAMETER LOC'S LOCATIONS TS TUBE STEEL INFORMATION AVAILABLE. FOOTING ELEVATIONS ARE SUBJECT TO CHANGE,AND ARE NOT FINAL TILL DEFICIENCIES DISCOVERED. THE CONSULTANT AND ARCHITECT, TOGETHER WITH CONTRACTOR DIM DIMENSION LONG LONGITUDINAL TYP TYPICAL USER NOTE:AWS D1.8/D1.8M REQUIRES THAT ALL SEISMIC FORCE THE BUILDING PAD IS GRADED AND TRENCHES FOR FOOTINGS HAVE BEEN APPROVED BY THE SOILS DIR DIRECTION LT WT LIGHT WEIGHT UNO UNLESS NOTED OTHERWISE RESISTING SYSTEM WELDS ARE TO BE MADE WITH FILLER METALS ENGINEER OF RECORD. SHALL RESOLVE ALL REPORTED DEFICIENCIES PRIOR TO STARTING ANY WORK. ANY QUESTIONABLE DIST DISTANCE MANUF MANUFACTURER VERT VERTICAL CLASSIFIED USING AWS A5 STANDARDS THAT ACHIEVE THE FOLLOWING 7. THE CONTRACTOR IS TO VERIFY IF THE SOILS ENGINEER REQUIRES ADDITIONAL TESTING AT THE WORK PERFORMED PRIOR TO RESOLUTION OF CONFLICTS OR ERRORS OR FURTHER CLARIFICATION DI_ DEAD LOAD MAX MAXIMUM VIF VERIFY IN FIELD MECHANICAL PROPERTIES. COMPLETION OF GRADING OF THE BUILDING PAD. FROM THE ARCHITECT WILL BE DONE AT THE CONTRACTOR'S RISK.
DMG DAMAGE MB MACHINE BOLT WF WIDE FLANGE BEAM PROPERTY CLASSIFICATION 8. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED,A SOILS INVESTIGATION REPORT MAY BE 14. OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE
FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS,AND SHALL OBTAIN ALL REQUIRED DO DO OVER MD METAL DECK W/ WITH REQUIRED. APPROVALS.
DP DEEP MECH MECHANICAL W/O WITHOUT 70 KSI (480 MPa) 80 KSI (550 MPa) 9. PRIOR TO BEING DELIVERED TO THE SITE,ALL IMPORTED SOIL SHALL BE TESTED AND APPROVED BY 15. ANY MECHANICAL AND ELECTRICAL EQUIPMENT, STORAGE RACKS, SAFES,AND ANY OBJECT DS DRAG STRUT MEP MECH/ELEC/PLUMBING WT WEIGHT THE SOILS ENGINEER FOR CORROSIVITY AND SUITABILITY FOR THE FOUNDATION DESIGN.
MIN MINIMUM WP WORKING POINT YIELD STRENGTH, KSI (MPa) 58(400) MIN. 68(470) MIN. 10. BACKFILL BEHIND ALL RETAINING WALLS SHALL BE FREE DRAINING PER RECOMMENDATIONS OF THE EXPECTED TO BE IN THE BUILDING THAT HAS AN OPERATIONAL WEIGHT(FULLY LOADED)GREATER DSA DEPARTMENT OF STAT: SOILS REPORT. THEN 400 LB. FLOOR OR ROOF MOUNTED, OR GREATER THEN 200 LB. SUSPENDED FROM A FLOOR, ARCHITECTS MISC MISCELLANEOUS WWF WELDED WIRE FABRIC TENSILE STRENGTH, KSI (MPa) 70(480) MIN. 80 (550) MIN. CEILING OR WALL SHALL BE SHOWN ON THESE DRAWINGS. IF THEY ARE NOT SHOWN ON THESE DTL DETAIL MTL METAL WWO WALL W/OPENING &OR 11. EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOUNDATION ELONGATION,% 22 MIN. 19 MIN. WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR DRAWINGS,THEY SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, AND A CUT DWG DRAWING (N) NEW PERFORATED SHEET FOR THE SPECIFIC ITEM SHALL BE MADE AVAILABLE.
DWL DOWEL NS NEAR SIDE/NELSON STUD SHEARWALL CVN TOUGHNESS, ft-lb (J) 20 (27) MIN. @ 0°F( 18°C)a. LATERAL TRANSLATION.
NW NORMAL WEIGHT 12. THE EXCAVATION OUTSIDE THE FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF 16. CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING SHALL BE IN CONFORMANCE WITH EA(E) EXISTING a. FILLER METALS CLASSIFIED AS MEETING 20 ft-lb(27 J) MIN. AT A ORGANIC MATERIAL, CONSTRUCTION DEBRIS, COBBLES AND BOULDERS OR WITH A CONTROLLED THE REQUIREMENTS OF THE LATEST ADOPTED CALIFORNIA GREEN BUILDING CODE.
EACH OC ON CENTER TEMPERATURE LOWER THAN 0°F(-18°C)ALSO MEET THIS REQUIREMENT. LOW STRENGTH MATERIAL(CLSM). THE BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED IN A 17. CONTRACTOR IS TO VERIFY THAT NO EXISTING STEEL REINFORCING, OR TENSION CABLES ARE EF EACH FACE/ OD OUTSIDE DIAMETER
EDGE FASTENER OH OPPOSITE HAND IN ADDITION TO THE ABOVE REQUIREMENTS, AWS D1.8/D1.8M REQUIRES, UNLESS OTHERWISE MANOR THAT DOES NOT DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMP PROOFING DAMAGED WHEN INSTALLING POST INSTALLED WEDGE OR CHEMICAL ANCHORS. MECHANICAL SYMBOLS:
ELEC ELECTRICAL OMF ORDINARY MOMENT FRAME EXEMPTED FROM TESTING,THAT ALL DEMAND CRITICAL WELDS ARE TO BE MADE WITH FILLER METALS MATERIAL. ANCHORS ARE ONLY APPROVED FOR INTERIOR DRY USE, OTHERWISE CHEMICAL ANCHORS MUST BE ELEV ELEVATION OPNG OPENING L ANGLE RECEIVING HEAT INPUT ENVELOPE TESTING THAT ACHIEVE THE FOLLOWING MECHANICAL EXCEPTION:CLSM NEED NOT BE COMPACTED. USED.
EMB EMBEDMENT OPP OPPOSITE @ AT PROPERTIES IN THE WELD METAL 13. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE 18. ENHANCED DURABILITY AND REDUCE MAINTENANCE. RODENT PROOFING. ANNULAR SPACES AROUND EN EDGE NAILING PERIM PERIMETER 4_ CENTERLINE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL(5-PERCENT PIPED, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR ENGR ENGINEER PERP PERPENDICULAR R PLATE/PROPERTY LINE MECHANICAL PROPERTIES FOR DEMAND CRITICAL WELDS SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET(3048 MM) MEASURED PERPENDICULAR TO THE FACE OF WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS ES EDGE SCREW PL PROPERTY LINE # POUNDS - THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET(3048 MM)OF HORIZONTAL WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE PLF POUNDS PER LINEAR FOOT PROPERTY CLASSIFICATION DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF ENFORCING AGENCY.
EJ EXPANSION JOINT 0 DIAMETER 19. WHERE SEISMIC GAPS ARE SPECIFIED,THE GAP SHALL BE DEFINED AS THE DISTANCE BETWEEN PLT PLATE DIVERTING WATER AWAY FROM FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A EQ EQUAL /1 PARALLEL 70 KSI (480 MPa) 80 KSI (550 MPa) ARCHITECTURAL FINISH TO FINISH.COMPRESSIBLE MATERIALS MAY BE PLACED IN SEISMIC GAPS.
EW EACH WAY PSF POUNDS PER SQUARE FOOT MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10 FEET(3048 MM)OF THE BUILDING FOUNDATION. db BAR DIAMETER YIELD STRENGTH, KSI (MPa) 58(400) MIN. 68(470) MIN. IMPERVIOUS SURFACES WITHIN 10 FEET(3048 MM)OF THE BUILDING FOUNDATION SHALL BE SLOPED A 20. DUE TO SUPPLY CHAIN INTERRUPTIONS, AND THE COMPLEXITY OF PREDICTING THEM, THE - MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. CONTRACTOR SHALL REVIEW THE SPECIFICATIONS, ANY KNOWN EQUAL ALTERNATIVE MATERIALS AND TENSILE STRENGTH, KSI (MPa) 70(480) MIN. 80(550) MIN. EXCEPTION:WHERE CLIMATIC OR SOIL CONDITIONS WARRANT, THE SLOPE OF THE GROUND PRODUCTS SHALL BE SUBMITTED TO THE ARCH AND FOR FOR REVIEW AND APPROVAL,TO AVOID AWAY FROM THE BUILDING FOUNDATION SHALL BE PERMITTED TO BE REDUCED TO NOT LESS UNREASONABLE COST INCREASES, AND/OR CONSTRUCTION DELAYS.
ELONGATION,% 22 MIN. 19 MIN. THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE).THE PROCEDURE USED CVN TOUGHNESS, ft-lb(J) 40 (54) MIN. @ 70°F(20°C)b.,c. TO ESTABLISH THE FINAL GROUND LEVEL ADJACENT TO THE FOUNDATION SHALL ACCOUNT FOR SPECIAL INSPECTIONS:
ADDITIONAL SETTLEMENT OF THE BACKFILL.
b. FOR LAST OF+50°F(+10°C). FOR LAST LESS THAN +50°F(+10°C), SEE AWS 14. SEE SOILS REPORT FOR ALLOWABLE TEMPORARY GRADES, VERTICAL CUTS, OR OPTIONS ON SLOT 1. SPECIAL INSPECTION U.N.O. BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE ARCHITECT D1.8/D1.8M SUB-CLAUSE 6.3.6. CUTTING DURING CONSTRUCTION. AND/OR ENGINEER AND THE BUILDING DEPARTMENT SHALL BE EMPLOYED BY THE OWNER FOR THE c.TESTS CONDUCTED IN ACCORDANCE WITH AWS D1.8/D1.8M ANNEX A 15. THE SOIL BEHIND RESTRAINED RETAINING WALLS CANNOT BE BACKFILLED TILL THE FLOORS USED FOR FOLLOWING TYPES OF WORK:
MEETING 40 ft-lb(54 J) MIN.AT A TEMPERATURE LOWER THAN+70°F(+20°C) RESTRAINING ARE CURED AT LEAST 14 DAYS OR 75%OF SPECIFIED STRENGTH. A. ALL CONCRETE WORK IN ACCORDANCE WITH 2022 CBC SEC. 1705.3 AND TABLE 1705.3 ALSO MEET THIS REQUIREMENT. WITH THE FOLLOWING EXCEPTIONS:
14. STRUCTURAL STEEL H-PILES AND STRUCTURAL STEEL SHEET PILING SHALL CONFORM TO THE i. ISOLATED SPREAD CONCRETE FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE MATERIAL REQUIREMENTS IN ASTM A6. STEEL PIPE PILES SHALL CONFORM MATERIAL REQUIREMENTS STRUCTURAL STEEL: GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK.
IN ASTM A252. FULLY WELDED STEEL PIPES SHALL BE FABRICATED FROM PLATES THAT CONFORM TOii. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES THE MATERIAL REQUIREMENTS IN ASTM A36, ASTM A283, ASTM A572, ASTM A588 OR ASTM A690. OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK WHERE:
15. ANCHOR ROD HOLES IN BASE PLATES: 1. STRUCTURAL STEEL: a. THE FOOTINGS SUPPORT WALLS OF LIGHT-FRAME CONSTRUCTION.
A. ANCHOR ROD HOLES IN BASE PLATES W/O WASHER PLATES, MAXIMUM HOLE SIZE SHALL BE THE PROVIDE STRUCTURAL STEEL COMPLYING WITH THE FOLLOWING ASTM STANDARD SPECIFICATIONS, b. THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A SPECIFIED COMPRESSIVE ANCHOR DIAMETER+Ya"MAX. UNLESS NOTED OTHERWISE: STRENGTH, f'c NOT MORE THAN 2500 PSI, REGARDLESS OF THE COMPRESSIVE B. ANCHOR ROD HOLES IN BASE PLATES W/WASHER PLATES: WIDE FLANGE AND WT SECTIONS ASTM A992,GRADE 50 STRENGTH SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS OR USED IN THE ANGLES AND CHANNELS ASTM A36 FOOTING CONSTRUCTION.
MAXIMUM SIZES FOR ANCHOR-ROD HOLES IN BASE PLATES PLATES ASTM A36 iii. NONSTRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING ANCHOR ANCHOR PIPES ASTM A53, GRADE B(35 KSI) PRESTRESSED SLABS ON GRADE,WHERE THE EFFECTIVE PRESTRESS IN THE CONCRETE ROD MAX. HOLE MIN. MIN. ROD MAX. HOLE MIN. MIN. HOLLOW STRUCTURAL SECTIONS ASTM A500, GRADE B(46 KSI) IS LESS THAN 150 PSI.
DIAMETER, DIAMETER, WASHER WASHER DIAMETER, WASHER WASHER STRUCTURAL STEEL NOTED THUS (50) ASTM A572 OR A992, GRADE 50 B. PERIODIC INSPECTION FOR SOILS IN SEISMIC DESIGN CATEGORIES D, E,AND F.
IN IN. SIZE, IN. THICKNESS DIAMETER, IN. SIZE, IN. THICKNESS ANCHOR BOLTS/THREADED ROD ASTM F1554, GRADE 36 U.N.O C. ALL FOUNDATIONS DESIGNATED AS GRADE BEAMS, PIER FOOTINGS, OR PILES.
I .
BOLTS (SS) ASTM F593 D. ALL WELDING. (EXCEPTIONS:WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN 3/a 1546 2 Y4 1Y2 2%6 3% Y2 BOLTS ASTM A325 ACCORDANCE WITH AWS D1.1), ONLY PERIODIC INSPECTION IS REQUIRED FOR: SINGLE PASS % 19/6 2Y2 546 1% 2% 4 % REINFORCING STEEL SEE REINFORCING STEEL SECTION FILLET WELDS LESS THEN 5/16", FLOOR AND ROOF DECK WELDS, WELDED STUDS ON A METAL DECK SYSTEM, WELDED COLD FOR STEEL, STAIRS,AND RAILING. 1 1t3/6 3 %6 2 3Ya 5 3/ WHERE NOTED ON PLANS AS (SS), SHALL BE STAINLESS STEEL, ASTM A709 GRADE 50R. STAINLESS E. ALL MASONRY U.N.O. ON THE DETAIL FOR MINOR STRUCTURES.
STEEL MECHANICAL TUBING SHALL BE PER ASTM A554 STANDARD SPECIFICATION, AND ALL STAINLESS F. SEE C.B.C. VOL.II, SECTION 1704 FOR ADDITIONAL REQUIREMENTS. DEPUTY INSPECTION MAY BE 1Ya 6 3 Y2 2Y2 3% 5%2 % BARS AND SHAPES SHALL BE PER ASTM A276 STANDARD SPECIFICATIONS. WAVED FOR WORK THAT IS MINOR IN NATURE AS INTERPRETED BY THE BUILDING OFFICIAL.
NOTES: 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,
1. CIRCULAR OR SQUARE WASHERS MEETING THE WASHER SIZE ARE ACCEPTABLE. FURNISH READILY IDENTIFIABLE STRUCTURAL STEEL COMPLYING WITH CBC 2203. TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF
2. CLEARANCE MUST BE CONSIDERED WHEN CHOOSING AN APPROPRIATE ANCHOR ROD HOLE CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL LOCATION, NOTHING EFFECTS SUCH AS THE POSITION OF THE ROD IN THE HOLE WITH RESPECT TO 2. HIGH STRENGTH BOLTS, NUTS, AND WASHERS: OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND THE COLUMN,WELD SIZE AND OTHER INTERFERENCES. A. TYPE: PROVIDE HIGH STRENGTH BOLTS, NUTS, AND WASHERS COMPLYING WITH ASTM A325, SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
3. WHEN BASE PLATES ARE LESS THAN 1Ya IN.THICK, PUNCHING OF HOLES MAY BE AN ECONOMICAL UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE BEARING WITH THREADS OFFICIAL,THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL OPTION. IN THIS CASE, %-IN. ANCHOR RODS AND 1%6-IN. DIAMETER PUNCHED HOLES MAY BE USED INCLUDED IN SHEAR PLANE(A325-N), UNLESS NOTED OTHERWISE. PROVIDE SLIP-CRITICAL HIGH DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR WITH ASTM F844 (USS STANDARD)WASHERS IN PLACE OF FABRICATED PLATE WASHERS. STRENGTH BOLTS (A325-SC) FOR SEISMIC MOMENT FRAME BEAM-TO-COLUMN CONNECTIONS, CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING
4. FOR USE AT LFRS MEMBERS, WELDING OF WASHER R TO BASE R. REQUIRED. (FILLET WELD= UNLESS NOTED OTHERWISE. OFFICIAL.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WASHER rt.THK 1(16 IN. U.N.O. SUBJECT TO E.O.R. APPROVAL.) B. INSTALLATION: INSTALL HIGH STRENGTH BOLTS COMPLYING WITH "SPECIFICATION FOR WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS"AND CBC SECTION 2204.2. CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP C. TIGHTENING: TIGHTEN A325-N BOLTS TO A SNUG TIGHT CONDITION.TIGHTEN A325-SC BOLTS TO PROVISIONS OF THE CODE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
DESIGN CRITERIA (SHADE STRUCTURE): AT LEAST THE MINIMUM TENSION USING ONE OF THE FOLLOWING METHODS:TURN-OF-NUT, 3. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC- (CBC 2022) BUILDING CODE CALIBRATED WRENCH, OR DIRECT TENSION INDICATOR TIGHTENING.WHERE'PRETENSIONED' IS FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING SPECIFIED, APPLY TIGHTENING PER A325-SC BUT SURFACE PREPARATION IS NOT REQUIRED. COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN
1. ROOF LIVE LOAD=20 PSF[1603.1.2 CBC] ROOFING MATERIAL DEAD LOAD= 10 PSF 3. WELDING: STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE ROOF TOTAL DEAD LOAD=23 PSF PHOTOVOLTAIC PANEL SYSTEM =3 PSF[1603.1.8.1 CBC] A. WELDING STANDARD: AWS D1.1, AWS D1.5 AND AISC 360 (AWS D1.8 AND AISC 341 FOR SEISMIC COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT.THE CONTRACTOR'S STATEMENT OF
2. [1603.1.4 CBC]WIND DESIGN DATA: FORCE RESISTING SYSTEM). WHERE WEATHERING STEEL IS WELDED, ENSURE WELDING FILLER RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:
BASIC WIND SPEED (3 SEC GUST) =95 MPH METAL& PROCEDURE COMPLY WITH STANDARDS &CODE. A. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE WIND IMPORTANCE FACTOR = 1.0 B. WELDING PROCESS:WELDING PROCEDURES ARE"MEANS AND METHODS"SELECTED BY THE STATEMENT OF SPECIAL INSPECTIONS; WIND EXPOSURE(S) =C CONTRACTOR FROM AN APPROVED PROCEDURE IN THE AWS D1.1. B. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH
3. [1603.1.5 CBC] EARTHQUAKE DESIGN DATA: C. PRE-QUALIFIED& NON PRE-QUALIFIED WELDS: WELDS SHALL BE PRE-QUALIFIED COMPLYING CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; SEISMIC IMPORTANCE FACTOR 1= 1.0 WITH WELDING STANDARD.WHERE NON PRE-QUALIFIED WELDS ARE SPECIFICALLY INDICATED, C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,THE SEISMIC RISK CATEGORY= II QUALIFY BY TESTING AND PROCEDURE QUALIFICATION TEST RECORD COMPLYING WITH METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS;AND MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS= 1.641g&Si=0.6g WELDING STANDARD. D. IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR SOIL SITE CLASS= D D. WELDER CERTIFICATION: WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE POSITION(S) IN THE ORGANIZATION.
SPECTRAL RESPONSE COEFFICIENTS, Sps= 1.313g AUTHORITY. ® SEISMIC DESIGN CATEGORY= D E. SHOP WELDING INCLUDING ULTRASONIC TESTING OF COMPLETE PENETRATION GROOVE WELDS CALL BEFORE YOU DIG:
BASIC SEISMIC-FORCE RESISTING SYSTEM(S)= LIGHT-FRAMED WOOD WALL SHEATHED WITH WOOD WELDED IN SHOP: PERFORM ON PREMISES OF AN APPROVED FABRICATOR COMPLYING WITH CBC SECTION 1704.2.5.1.
" s.�, STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE F. MINIMUM FILLET WELD SIZE: PROVIDE MINIMUM FILLET WELD COMPLYING WITH AISC 360 ONE EASY PHONE CALL TO 811 STARTS THE PROCESS TO GET YOUR UNDERGROUND PIPELINES AND UTILITY DESIGN BASE SHEAR V=0.40W SECTION J2 AND TABLE J2.4 UNLESS A LARGER WELD IS INDICATED ON DRAWINGS. LINES MARKED FOR FREE.WHEN YOU CALL 811 FROM ANYWHERE IN THE COUNTRY, YOUR CALL WILL BE Know what's below. SEISMIC RESPONSETIONS COEFFICIENT(S), C =0.40 G. SHOP AND FIELD WELDING INDICATION ON DRAWINGS: NO ATTEMPT IS MADE TO DIFFERENTIATE ROUTED TO YOUR STATE ONE-CALL CENTER. ONCE YOUR UNDERGROUND LINES HAVE BEEN MARKED FOR RESPONSE MODIFICATIONS FACTOR(S), R=2.50 BETWEEN SHOP AND FIELD WELDED CONNECTIONS. YOUR PROJECT,YOU WILL KNOW THE APPROXIMATE LOCATION OF YOUR PIPELINES AND UTILITY LINES, AND Call before you dig. ANALYSIS PROCEDURE USED: STEEL SPECIAL CANTILEVER COLUMN SYSTEMS CAN DIG SAFELY. MORE INFORMATION REGARDING 811 CAN BE FOUND AT www.call811.com ACCT 421-8203 REDUNDANCY FACTOR, p= 1.3 $1 D No.Zo24- 12 BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: P LA
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ELEV. ENGINEERING STAFF LANs ►EVELOP T&T ANSPORTATION Page 024 379 3/7/2024 4:5b:45 PM
REINFORCED CONCRETE NOTES CONT.: REINFORCED CONCRETE NOTES CONT.: REINFORCED CONCRETE NOTES: MASONRY:
43. MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSb 26. MINIMUM DIAMETER OF BEND: 1. CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF THE 1. MIN. SPECIFIED COMPRESSIVE STRENGTH SHALL BE f'm =2,000 PSI, UNLESS OTHERWISE SPECIFIED ON THE (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) MINIMUM DIAMETERS OF BEND DESIGN SHALL BE SENT TO THE ARCHITECT AND THE ENGINEER.COMPRESSIVE STRENGTH TEST PLANS.WHERE HIGHER f'm IS SPECIFIED, REFER TO TMS 602 TABLE 2 BELOW.
REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE ARCHITECT. ALL CONCRETE 2. BLOCK SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C-90 GRADE N-1. USE UNITS OPEN ONE END, FIRE-RESISTING RATING (HOURS) BAR SIZE MINIMUM DIAMETER EXCEPT FOUNDATION CONCRETE SHALL CONTAIN POLYMER BASED WATER REDUCING ADMIXTURE. AND BOND BEAM UNITS AT HORIZONTAL REINFORCING.WHEN BLOCKS ARE EXPOSED OBTAIN APPROVAL OF BEAM WIDTHa(inches) 1 HR 1Y2 HR 2 HR 3 HR 4 HR 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150.TYPE II. AGGREGATE FOR STONE CONCRETE SUBMITTAL FROM ARCHITECT.
NO.3 THROUGH NO.8 6db SHALL CONFORM TO ASTM C-33. NON-REACTIVE AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL 3. MORTAR (TYPE M OR S)SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH EQUAL TO THE BLOCK STRENGTH 5 3/a 1 1Y4 - - NO.9, NO.10,AND NO.11 8db CONFORM ASTM C-330. OR 2,000 PSI,WHICHEVER IS GREATER.
3. ALL REINFORCING BARS,ANCHOR BOLTS, PRE STRESSING TENDONS, AND ALL OTHER CONCRETE 4. CEMENT:ASTM C-150, LOW ALKALI, TYPE I OR II PORTLAND CEMENT. (MASONRY CEMENT AND PLASTIC CEMENT 7 3/4 3% 3/4 1% 3 NO.14 AND NO.18 10db INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. SHALL NOT BE USED.) > 10 3/4 % % 1 1% 27. TOLERANCE FOR d AND MINIMUM CONCRETE COVER IN FLEXURAL MEMBERS,WALLS, AND 4. THE MAXIMUM SLUMP SHALL NOT EXCEED 4"+/- 1" FOR FOOTINGS, SLABS ON EARTH, AND MASS 5. MORTAR:
COMPRESSION MEMBERS SHALL BE AS FOLLOWS: CONCRETE, AND 5"+/- 1" FOR OTHER CONCRETE. SLUMP MAY BE INCREASED WHEN CHEMICAL A. CONFORMING TO ASTM C-270,TYPE M OR S.
S1: 1 INCH =25.4mm 1 FOOT=304.8mm ADMIXTURES ARE USED, PROVIDED THAT ADMIXTURE-TREATED CONCRETE HAS THE SAME OR LOWER B. MIX PROPORTIONS SHALL CONFORM TO ASTM C-270. a. FOR BEAM WIDTHS BETWEEN THE TABULATED VALUES,THE MINIMUM COVER THICKNESS CAN BE TOLERANCE ON d TOLERANCE ON MINIMUM CONCRETE COVER WATER: CEMENT OR WATER: CEMENTITIOUS MATERIAL RATIO. (ACI 211 TABLE 6.3.1) C. AGGREGATES SHALL CONFORM TO ASTM C-144.
DETERMINED BY DIRECT INTERPOLATION. d S 8 IN. ±3/8 IN. 3% IN. 5. MINIMUM COMPRESSIVE STRENGTH: 6. GROUT:
b.THE COVER FOR AN INDIVIDUAL REINFORCING BAR IS THE MINIMUM THICKNESS OF CONCRETE PROVIDE CONCRETE WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c)AT 28 DAYS A. CONFORMING TO ASTM C-476.
BETWEEN THE SURFACE OF THE BAR AND THE FIRE-EXPOSED SURFACE OF THE BEAM. FOR BEAMS d>8 IN. J2 IN. -Y2 IN. UNLESS NOTED OTHERWISE (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD) (MAXIMUM B. ATTAINS THE MASONRY COMPRESSIVE STRENGTH f'm OR 2,000 PSI AT 28 DAYS, WHICHEVER IS GREATER.
IN WHICH SEVERAL BARS ARE USED,THE COVER FOR THE CORNER BARS USED IN THE CALCULATION EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS SHALL BE MINUS Y4 IN.AND WATER/CEMENT RATIO BY WEIGHT SHALL BE .65 FOR BALANCE): WHERE HIGHER f'm IS SPECIFIED, REFER TO TMS 602 TABLE 2 BELOW.
SHALL BE REDUCED TO ONE-HALF OF THE ACTUAL VALUE.THE COVER FOR AN INDIVIDUAL BAR MUST TOLERANCE FOR COVER SHALL NOT EXCEED MINUS Y3 THE MINIMUM CONCRETE COVER REQUIRED IN C. MIX PROPORTIONS SHALL CONFORM TO ASTM C-476.
BE NOT LESS THAN ONE-HALF OF THE VALUE GIVEN IN TABLE 722.2.3(3) NOR LESS THAN 3/4 INCH. THE DESIGN DRAWINGS AND SPECIFICATIONS. MINIMUM COMPRESSIVE STRENGTH (f'c) D. AGGREGATES SHALL CONFORM TO ASTM C-404.
28. MAXIMUM CHLORIDE ION CONTENT FOR CORROSION PROTECTION OF REINFORCEMENT:
44. TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (INCHES) CONSTRUCTION TYPE PSI SPEC. INSP. AGGREGATE E. DO NOT USE ADMIXTURES UNLESS ACCEPTABLE. FIELD ADDITION OF ADMIXTURES IS NOT PERMITTED IN MAXIMUM WATER SOLUBLE REQUIRED SELF-CONSOLIDATING GROUT.TMS 602-13. 2.2C FIRE-RESISTING RATING (HOURS) TYPE OF MEMBER CHLORIDE ION (CI') IN CONCRETE, 7. REINFORCING STEEL: USE ASTM A 706 OR ASTM A 615 GRADE 60.
PERCENT BY WEIGHT OF CEMENT SLAB ON GRADE 3000 PSI * NO NORMAL WT. 8. MINIMUM GROUTING: SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE. VERTICAL EXPANSION JOINTS SHALL 1 HR 1Y2 HR 2a HR 3a HR 4b HR SPREAD FOOTING 4000 PSI YES NORMAL WT BE PROVIDED AT 26'-0"o/c MAXIMUM UNO PER PLAN. FULLY COORDINATE LOCATIONS WITH ARCH & FOR FOR .
PRESTRESSED CONCRETE 0.06 REVIEW PRIOR TO PLACEMENT. EXPANSION JOINT MATERIALS SHALL BE PER ASTM C90, D994, OR D1056 CLASS 8 9 10 12 14 REINFORCED CONCRETE EXPOSED TO CHLORIDE IN SERVICE 0.15 CONTINUOUS FOOTINGS 3000 PSI * NO NORMAL WT. 2A1.
S1: 1 INCH =25mm 9. SPECIAL INSPECTION OF WORK IS REQUIRED FOR ALL MASONRY STRUCTURES PER TMS 402/ACI 530/ASCE 5 a.THE MINIMUM DIMENSION IS PERMITTED TO BE REDUCED TO 8 INCHES FOR RECTANGULAR REINFORCED CONCRETE THAT WILL BE DRY OR PROTECTED DEEP FOUNDATION (PILES, CAISSONS, ETC.) 4000 PSI YES NORMAL WT. LEVEL B QUALITY ASSURANCE, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
FROM MOISTURE IN SERVICE 1.00
COLUMNS WITH TWO PARALLEL SIDES NOT LESS THAN 36 INCHES IN LENGTH. NOTE:*2500 PSI STRENGTH USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED. 10. ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT AND THE b.THE MINIMUM DIMENSION IS PERMITTED TO BE REDUCED TO 10 INCHES FOR RECTANGULAR OTHER REINFORCED CONCRETE CONSTRUCTION 0.30 MASONRY.
COLUMNS WITH TWO PARALLEL SIDES NOT LESS THAN 36 INCHES IN LENGTH. 6. THE COMPRESSIVE STRENGTH OF EXTERIOR SLABS AND FLAT WORK SHALL BE INCREASED FOR 11. THE CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN THE NOMINAL DIAMETER OF THE
29. TOLERANCE FOR REINFORCEMENT AND CONCRETE LOCATION SHALL BE PER ACI 117. MODERATE AND SEVERE WEATHERING EXPOSURE PER TABLE 1904.2.2 OF THE CBC. BARS, NOR LESS THAN 1 IN. (25.4mm).
45. 722.2.4.2 COVER FOR REINFORCED CONCRETE COLUMNS. 30. TOLERANCE FOR LONGITUDINAL LOCATION OF BEND AND ENDS OF REINFORCEMENT SHALL BE±2 IN., 7. ALL STRUCTURAL CONCRETE IS TO BE REINFORCED. 12. IN COLUMNS AND PILASTERS,THE CLEAR DISTANCE BETWEEN VERTICAL BARS SHALL NOT BE LESS THAN ONE THE MINIMUM THICKNESS OF CONCRETE COVER TO THE MAIN LONGITUDINAL REINFORCEMENT IN EXCEPT THE TOLERANCE SHALL BE ±Y2 IN. AT THE DISCONTINUOUS ENDS OF BRACKETS AND 8. CONTRACTOR SHALL SUBMIT SLAB CONSTRUCTION JOINT LAYOUT DRAWINGS TO THE ARCHITECT AND AND COLUMNS, REGARDLESS OF THE TYPE OF AGGREGATE USED IN THE CONCRETE AND THE SPECIFIED CORBELS, AND± 1 IN. AT THE DISCONTINUOUS ENDS OF OTHER MEMBERS. ENGINEER FOR REVIEW.THE MAXIMUM SPACING OF CONTROL JOINTS IN SLAB ON GRADE EACH WAY ONE-HALF TIMES THE NOMINAL BAR DIAMETER, NOR LESS THAN 1Y2 IN. (38.1mm).
COMPRESSIVE STRENGTH OF CONCRETE,f"c SHALL BE NOT LESS THAN 1 INCH (25mm)TIMES THE 31. REINFORCEMENT RESISTING EARTHQUAKE-INDUCED FLEXURAL AND AXIAL FORCES IN FRAME SHALL BE 30X THE SLAB THICKNESS BEFORE 7 DAYS OF CURING. SLABS REQUIRE AT LEAST 7 DAYS 13. THE CLEAR DISTANCE LIMITATIONS BETWEEN BARS REQUIRED IN SECTIONS 1.13.3.1 AND 1.13.3.2 SHALL ALSO NUMBER OF HOURS OF REQUIRED FIRE RESISTANCE OR 2 INCHES (51mm),WHICHERVER IS LESS. MEMBERS AND IN STRUCTURAL WALL BOUNDARY ELEMENTS SHALL COMPLY WITH ASTM A 706.ASTM A CURING (14 DAYS WHERE FLY ASH OR POZOLAN IS USED), AND THE ENVIRONMENT(HUMIDITY AND APPLY TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.
I 615 GRADE 60 REINFORCEMENT SHALL BE PERMITTED IN THESE MEMBERS IF: TEMPERATURE)OF ROOM SHALL BE ACCLIMATED TO LONG TERM CLIMATE CONDITIONS PRIOR TO 14. GROUPS OF PARALLEL REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT SHALL BE LIMITED TO TWO I A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED fy BY MORE THAN 18,000 INSTALLATION OF FLOORING. THE SLAB TEMPERATURE SHALL BE WITHIN 5 DEGREES OF DEW POINT IN ANY ONE BUNDLE. INDIVIDUAL BARS IN A BUNDLE CUT OFF WITHIN THE SPAN OF A MEMBER SHALL TERMINATE PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI):AND DURING CURING. SEE NOTES BELOW ON CURING REQUIREMENTS. MOISTURE AND HUMIDITY TESTING AT POINTS AT LEAST 40 BAR DIAMETER APART.
B. THE RATIO OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT LESS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY HIRED BY THE OWNER,AND TESTS 15. REINFORCEMENT EMBEDDED IN GROUT SHALL HAVE A THICKNESS OF GROUT BETWEEN THE REINFORCEMENT THAN 1.25.THE VALUE OF frt FOR TRANSVERSE REINFORCEMENT INCLUDING SPIRAL RESULTS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF AND MASONRY UNITS NOT LESS THAN Ya IN. (6.4mm) FOR FINE GROUT OR Y2 IN. (12.7mm) FOR COARSE GROUT.
REINFORCEMENT SHALL NOT EXCEED 60,000 PSI. FLOORING. 16. REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN THE FOLLOWING:
32. CONCRETE FLOOR FLATNESS SHALL BE A MINIMUM OFY4" : 10 FT.TYP. U.N.O. 9. PROJECTING CORNERS OF BEAMS, COLUMNS,WALLS, ETC.. SHALL BE FORMED WITH A 3/4"CHAMFER A. MASONRY FACE EXPOSED TO EARTH OR WEATHER: 2 IN. (50.8mm) FOR BARS LARGER THAN NO.5(M#16);
33. WHERE CORROSION-RESISTANT REINFORCEMENT(CRR) IS SPECIFIED, USE MMFX2 REBAR ASTM A1035 UNLESS DETAILED OTHERWISE. 1Y2 IN. (38.1mm) FOR NO.5 (M#16) BARS OR SMALLER, ` GRADES 690 AND 830. 10. IF EXPOSURE TO SULFATES, OR SPECIAL EXPOSURE CONDITIONS OCCUR,THE CONCRETE STRENGTH, B. MASONRY NOT EXPOSED TO EARTH OR WEATHER: 1Y2 IN. (38.1mm).
34. WELDING OF ELECTRICAL CONDUCTORS TO REINFORCING STEEL IS PROHIBITED WITHOUT THE WATER CEMENT RATIOS, AND OTHER PROPERTIES OF THE CONCRETE MIX SHALL BE IN ACCORDANCE 17. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A APPROVAL OF THE ENGINEER OF RECORD. WITH ACI 318 SECTION 19.3. VERIFY WITH SOILS REPORT FOR CORROSIVE CHEMICALS IN THE SOILS. MINIMUM COVER OF/ IN. (15.9mm)WHEN EXPOSED TO EARTH OR WEATHER AND Y2 IN. (12.7mm)WHEN NOT
35. PERFORMANCE OF SHOTCRETE SHALL BE PER ACI 506.2 SPECIFICATIONS. 11. DO NOT POUR CONCRETE WHEN THE TEMPERATURE EXCEEDS 90°F OR 80°F WHEN THE WIND EXCEEDS EXPOSED TO EARTH OR WEATHER. JOINT REINFORCEMENT SHALL BE STAINLESS STEEL OR PROTECTED FROM
36. ACI 318 TABLE 26.4.1.1.1(a) -SPECIFICATIONS FOR CEMENTITIOUS MATERIALS. 12MPH. START CURING AS SOON AS HARD TRAWLING IS DONE. WHEN WIND, TEMPERATURE AND CORROSION BY HOT-DIPPED GALVANIZED COATING OR EPDXY COATING WHEN USED IN MASONRY EXPOSED TO CEMENTITIOUS MATERIALS SPECIFICATION HUMIDITY CONDITIONS CAUSE EARLY DISAPPEARANCE OF BLEED WATER, STEPS SHALL BE TAKEN TO EARTH OR WEATHER AND IN INTERIOR WALLS EXPOSED TO A MEAN RELATIVE HUMIDITY EXCEEDING 75 USE A FOG SPRAY. CURING SHALL COMMENCE IMMEDIATELY AFTER FINISHING TRAWLING. PERCENT. ALL OTHER JOINT REINFORCEMENT SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, OR STAINLESS PORTLAND CEMENT ASTM C150 12. CURE CONCRETE ACCORDING TO ACI 308.1 BY ONE OF THE FOLLOWING METHODS: STEEL.
BLENDED HYDRAULIC CEMENTS ASTM C595, EXCLUDING TYPE IS (>70)AND TYPE IT (S>70) A. WET CURING BY USING BURLAP FOR A MINIMUM OF 7 DAYS. BURLAP MUST BE PLACED WITHIN 2 18. WALL TIES, SHEET-METAL ANCHORS, STEEL PLATES AND BARS,AND INSERTS EXPOSED TO EARTH OR WEATHER, - - HOURS OF POURING. OR EXPOSED TO A MEAN RELATIVE HUMIDITY EXCEEDING 75 PERCENT SHALL BE STAINLESS STEEL OR EXPANSIVE HYDRAULIC CEMENTS ASTM C845 B. CURING COMPOUND MUST CONFORM TO ASTM C309. APPLY UNIFORMLY IN CONTINUOUS PROTECTED FROM CORROSION BY HOT-DIP GALVANIZED COATING OR EPDXY COATING.WALL TIES,ANCHORS, OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURE'S WRITTEN AND INSERTS SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, OR STAINLESS STEEL FOR ALL OTHER CASES.
HYDRAULIC CEMENT ASTM C1157 INSTRUCTION. ANCHOR BOLTS, STEEL PLATES,AND BARS NOT EXPOSED TO EARTH,WEATHER, NOR EXPOSED TO A MEAN FLY ASH AND NATURAL POZZOLAN ASTM C618 C. MOISTURE RETAINING COVER SHOULD CONFORM TO ASTM C171, BE AT LEAST 0.4 MILL. THICK, RELATIVE HUMIDITY EXCEEDING 75 PERCENT, NEED - AND PREFERABLE REINFORCED WITH GLASS FIBER. NOT BE COATED.
SLAG CEMENT ASTM C989 13. WHERE AIR ENTRAINED CONCRETE IS SPECIFIED, THE VOLUME OF AIR IN THE MORTAR FRACTION OF 19. REINFORCEMENT SHALL BE SUPPORTED AND FASTENED TOGETHER TO PREVENT DISPLACEMENTS BEYOND THE SILICA FUME ASTM C1240 CONCRETE MIX DESIGN SHALL BE 9%±1%. TOLERANCES ALLOWED BY SECTION 3.4 OF ACI 530.1 PRIOR TO GROUTING.
14. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60.AT 20. GROUT LIFTS SHALL NOT EXCEED 12.67 FEET WHEN THE MASONRY HAS CURED FOR 4 HOURS,THE GROUT
37. AGGREGATES-COMPLIANCE REQUIREMENTS: GRADE BEAMS &CONCRETE FRAMES ALL REINF. SHALL CONFORM TO ASTM A706 REBAR. U.N.O. SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES AND NO INTERMEDIATE REINFORCED BOND BEAMS ARE A. AGGREGATES SHALL CONFORM TO (1)OR (2): 15. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. PLACED BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. OTHERWISE, PLACE GROUT IN LIFTS NOT
1. NORMALWEIGHT AGGREGATE:ASTM C33. 16. REINFORCING STEEL SHALL BE SPLICED WITH CLASS B SPLICES UNLESS NOTED OTHERWISE ON THE EXCEEDING 5 FEET. (SECTION 3.5 OF ACI 530.1)
2. LIGHTWEIGHT AGGREGATE: ASTM C330. DRAWINGS. 21. PIPES AND CONDUITS EMBEDDED IN MASONRY SHALL NOTE REDUCE THE REQUIRED STRENGTH. (SECTION 1.16.2 B. AGGREGATES NOT CONFORMING TO ASTM C33 OR ASTM C330 ARE PERMITTED IF THEY HAVE 17. LOW HYDROGEN ELECTRODES SHALL BE USED WHEREVER REINFORCING STEEL IS WELDED. BARS OF ACI 530) BEEN SHOWN BY TEST OF ACTUAL SERVICE TO PRODUCE CONCRETE OF ADEQUATE STRENGTH SHALL BE A706 GRD. 60 MIN. FOR WELD ABILITY. 22. SUPPORT AND FASTEN REINFORCEMENT TOGETHER TO PREVENT DISPLACEMENT BEYOND THE TOLERANCES AND DURABILITY AND ARE APPROVED BY THE BUILDING OFFICIAL. 18. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL, OR OTHER ALLOWED BY CONSTRUCTION LOADS OR BY PLACEMENT OF GROUT OR MORTAR.
C. MAXIMUM AGGREGATE SIZE: NONMETALLIC COATINGS THAT DECREASE BOND.WHERE SPECIFIED IN THE DETAILS, EPDXY-COATING 23. COMPLETELY EMBED REINFORCING BARS IN GROUT IN ACCORDANCE WITH ARTICLE 3.5 ACI 350.
1. FOOTINGS 1" MAX. OF STEEL REINFORCEMENT IN ACCORDANCE WITH ACI STANDARDS. EXCEPT FOR PRESTRESSING 24. MAINTAIN CLEAR DISTANCE BETWEEN REINFORCING BARS AND ANY FACE OF MASONRY UNIT OR FORMED
2. SLAB ON GRADE, GRADE BEAMS 3/4"MAX. STEEL, STEEL REINFORCEMENT WITH RUST, MILL SCALE, OR A COMBINATION OF BOTH SHALL BE SURFACE, BUT NOT LESS THAN Y4 IN. (6.4mm) FOR FINE GROUT OR Y2 IN. (12.7mm) FOR COARSE GROUT.
3. ELEVATED STRUCT. SLABS, BEAMS, FRAMED COLUMNS, WALLS %"MAX. CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF 25. SPLICE ONLY WHERE INDICATED ON THE PROJECT DRAWINGS, UNLESS OTHERWISE ACCEPTABLE.WHEN
4. REMAINDER 3/4" MAX. DEFORMATIONS)AND WEIGHT OF A HAND-WIRE-BRUSHED TEST SPECIMEN COMPLY WITH APPLICABLE SPLICING BY WELDING, PROVIDE WELDS IN CONFORMANCE WITH THE PROVISIONS OF AWS D1.4.
38. WATER-COMPLIANCE REQUIREMENTS: ASTM SPECIFICATIONS. 26. UNLESS ACCEPTED BY THE ARCHITECT/ENGINEER, DO NOT BEND REINFORCEMENT AFTER IT IS EMBEDDED IN A. MIXING WATER SHALL CONFORM TO ASTM C1602. 19. THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE db BUT NOT LESS THAN GROUT OR MORTAR.
B. MIXING WATER, INCLUDING THAT PORTION OF MIXING WATER CONTRIBUTED IN THE FORM OF 1 IN.WHERE PARALLEL REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, BARS IN THE UPPER 27. NON-CONTACT LAP SPLICES- POSITION BARS SPLICED BY NON-CONTACT LAP SPLICE NO FARTHER APART FREE MOISTURE ON AGGREGATES, SHALL NOT CONTAIN DELETERIOUS AMOUNTS OF CHLORIDE LAYERS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER WITH CLEAR DISTANCE TRANSVERSELY THAN ONE-FIFTH THE SPECIFIED LENGTH OF LAP NOR MORE THAN 8 IN. (203mm).
ION WHEN USED FOR PRESTRESSED CONCRETE, FOR CONCRETE THAT WILL CONTAIN ALUMINUM BETWEEN LAYERS NOT LESS THAN 1 IN. CLEAR DISTANCE LIMITATION BETWEEN BARS SHALL APPLY 28. TOLERANCES FOR THE PLACEMENT OF REINFORCING BARS IN WALLS AND FLEXURAL ELEMENTS SHALL BE±Y2 EMBEDMENTS, OR FOR CONCRETE CAST AGAINST STAY-IN-PLACE GALVANIZED STEEL FORMS. ALSO TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS. IN. (12.7mm)WHEN THE DISTANCE FROM THE CENTERLINE OF REINFORCING BARS TO THE OPPOSITE FACE OF
39. ADMIXTURES-COMPLIANCE REQUIREMENTS: 20. IN SPIRALLY REINFORCED OR TIED REINFORCED COMPRESSION MEMBERS, CLEAR DISTANCE MASONRY, d, IS EQUAL TO 8 IN. (203mm)OR LESS, ± 1 IN. (25.4mm) FOR d EQUAL TO 24 IN. (610mm)OR LESS BUT A. ADMIXTURES SHALL CONFORM TO(1)THROUGH (4): BETWEEN LONGITUDINAL BARS SHALL BE NOT LESS THAN 1.5db NOR LESS THAN 1312 IN• GREATER THAN 8 IN. (203mm), AND± 1/4 IN. (31.8mm) FOR d GREATER THAN 24 IN. (610mm).
1. WATER REDUCTION AND SETTING TIME MODIFICATION: ASTM C494. 21. IN WALLS AND SLABS OTHER THAN CONCRETE JOIST CONSTRUCTION, PRIMARY FLEXURAL 29. PLACE VERTICAL BARS WITHIN 2 IN. (50.8mm)OF THE REQUIRED LOCATION ALONG THE LENGTH OF THE WALL.
2. PRODUCING FLOWING CONCRETE:ASTM C1017. REINFORCEMENT SHALL NOT BE SPACED FARTHER APART THAN THREE TIMES THE WALL OR SLAB 30. IF IT IS NECESSARY TO MOVE BARS MORE THAN ONE BAR DIAMETER OR A DISTANCE EXCEEDING THE
3. AIR ENTRAINMENT: ASTM C260. THICKNESS, NOR FARTHER APART THAN 18 IN. TOLERANCE STATED ABOVE TO AVOID INTERFERENCE WITH OTHER REINFORCING STEEL,CONDUITS, OR I 4. INHIBITING CHLORIDE-INDUCED CORROSION:ASTM C1582. 22. WHERE CONCRETE MUST BE INSTALLED AND CURED IN COLD WEATHER,THE GENERAL EMBEDDED ITEMS, NOTIFY THE ARCHITECT/ENGINEER FOR ACCEPTANCE OF THE RESULTING ARRANGEMENT OF I B. ADMIXTURES THAT DO NOT CONFORM TO THESE SPECIFICATIONS SHALL BE SUBJECT TO PRIOR REQUIREMENTS AND SPECIFICATIONS OF ASTM STD C-31 SHALL BE IMPLEMENTED. BARS.
REVIEW BY THE LICENSED DESIGN PROFESSIONAL. 23. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED) 31. FOUNDATION DOWELS THAT INTERFERE WITH UNIT WEBS ARE PERMITTED TO BE BENT TO A MAXIMUM OF 1 IN.
C. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE FROM SOURCES OTHER THAN THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (25mm) HORIZONTALLY FOR EVERY 6 IN. (152mm)OF VERTICAL HEIGHT.
IMPURITIES IN ADMIXTURE INGREDIENTS SHALL NOT BE USED IN PRESTRESSED CONCRETE, IN A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"MIN. 32. EMBED HEADED AND BENT-BAR ANCHOR BOLTS LARGER THAN A IN. (6.4mm) DIAMETER IN GROUT THAT IS CONCRETE CONTAINING EMBEDDED ALUMINUM, OR IN CONCRETE CAST AGAINST STAY-IN-PLACE B. CONCRETE EXPOSED TO EARTH OR WEATHER: PLACED IN ACCORDANCE WITH ARTICLE 3.5 A AND ARTICLE 3.5 B ACI 350.ANCHOR BOLTS OFY4 IN. (6.4mm) GALVANIZED STEEL FORMS. • NO.6 THROUGH NO.18 BARS 2"MIN. DIAMETER OR LESS ARE PERMITTED TO BE PLACED IN GROUT OR MORTAR BED JOINTS THAT HAVE A SPECIFIED D. ADMIXTURES USED IN CONCRETE CONTAINING EXPANSIVE CEMENTS CONFORMING TO ASTM • NO.5 BAR, W31 OR D31 WIRE, AND SMALLER 1Y2" MIN. THICKNESS OF AT LEAST Y2 IN. (12.7mm)THICKNESS.
C845 SHALL BE COMPATIBLE WITH THE CEMENT AND PRODUCE NO DELETERIOUS EFFECTS. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 33. MAINTAIN CLEAR DISTANCE BETWEEN ANCHOR BOLTS AND ANY FACE OF MASONRY UNIT OR FORMED SURFACE
40. STEEL FIBER REINFORCEMENT-COMPLIANCE REQUIREMENTS: SLABS,WALLS,JOISTS: 1 A. STEEL FIBER REINFORCEMENT USED FOR SHEAR RESISTANCE SHALL SATISFY(1)AND(2): OFAT LEASTYa IN. (6.4mm)WHEN USING FINE GROUT,AND OF AT LEAST Y2 IN. (12.7mm)WHEN USING COARSE • N0.14 AND N0.18 BARS 1Y2' MIN. GROUT.
OUT.
1. BE DEFORMED AND CONFORM TO ASTM A820. • NO.11 BAR AND SMALLER 3/4'MIN. 34. PLACE ANCHOR BOLTS WITH A CLEAR DISTANCE BETWEEN PARALLEL ANCHOR BOLTS NOT LESS THAN THE
2. HAVE A LENGTH-TO-DIAMETER RATIO OF AT LEAST 50 AND NOT EXCEEDING 100. BEAMS, COLUMNS: NOMINAL DIAMETER OF THE ANCHOR BOLT, NOR LESS THAN 1 IN. (25.4mm).
41. COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (INCHES) • PRIMARY REINFORCEMENT,TIES, STIRRUPS, SPIRALS 1Y2"MIN. 35. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM PRECONSTRUCTION TESTING SHELLS, FOLDED PLATE MEMBERS: INDICATED BELOW. RETESTING OF MATERIALS THAT FAIL TO COMPLY WITH SPECIFIED REQUIREMENTS SHALL FIRE RESISTING RATING (HOURS) • NO.6 BAR AND LARGER 3/4"MIN. BE DONE AT CONTRACTOR'S EXPENSE.
INTERIOR SPAN END SPAN • NO.5 BAR,W31 OR D31 WIRE, AND SMALLER Y2"MIN. 36. CONCRETE MASONRY UNIT TEST: FOR EACH TYPE OF UNIT REQUIRED, ACCORDING TO ASTM C 140 FOR 1 HR 1Y2 HR 2 HR 3 HR 4 HR 1 HR 1Y2 HR 2 HR 3 HR 4 HR 24. BUNDLED BARS: COMPRESSIVE STRENGTH. _ FOR BUNDLED BARS, MINIMUM CONCRETE COVER SHALL BE EQUAL TO THE EQUIVALENT DIAMETER 37. MORTAR TEST(PROPERTY SPECIFICATION): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 109/C 109M FOR %a %a 3/a %a %a 3/a % 1 1Y4 1% OF THE BUNDLE, BUT NEED NOT TO BE GREATER THAN 2 IN.; EXCEPT FOR CONCRETE CAST AGAINST COMPRESSIVE STRENGTH[, ASTM C 1506 FOR WATER RETENTION, AND ASTM C 91 FOR AIR CONTENT].
AND PERMANENTLY EXPOSED TO EARTH, WHERE MINIMUM COVER SHALL BE 3 IN. GROUPS OF 38. MORTAR TEST(PROPERTY SPECIFICATION): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 780 FOR
42. COVER THICKNESS FOR PRE-STRESSED CONCRETE FLOOR OR ROOF SLABS (INCHES) PARALLEL REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT SHALL BE LIMITED TO FOUR IN COMPRESSIVE STRENGTH.
FIRE-RESISTING RATING(HOURS) ANY ONE BUNDLE. BUNDLED BARS SHALL BE ENCLOSED WITHIN STIRRUPS OR TIES. BARS LARGER 39. GROUT TEST(COMPRESSIVE STRENGTH): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 1019.
THAN NO. 11 SHALL NOT BE BUNDLED IN BEAMS. INDIVIDUAL BARS WITHIN A BUNDLE TERMINATED 40. COMPRESSIVE STRENGTH OF MASONRY BASED ON THE COMPRESSIVE STRENGTH OF CONCRETE MASONRY INTERIOR SPAN END SPAN WITHIN THE SPAN OF FLEXURAL MEMBERS SHALL TERMINATE AT DIFFERENT POINTS WITH AT LEAST UNITS AND TYPE OF MORTAR USED IN CONSTRUCTION. 1 HR 1Y2 HR 2 HR 3 HR 4 HR 1 HR 1Y2 HR 2 HR 3 HR 4 HR 40db STAGGER. TMS 602 Table 2 (MODIFIED)
25. CORROSIVE ENVIRONMENTS:
%a %a 3/4 % 3/4 1Y8 1Y2 1% 2/8 2% IN CORROSIVE ENVIRONMENTS OR OTHER SEVERE EXPOSURE CONDITIONS, AMOUNT OF CONCRETE NET AREA COMPRESSIVE NET AREA COMPRESSIVE STRENGTH OF PROTECTION SHALL BE SUITABLY INCREASED,AND DENSENESS AND NONPOROSITY OF PROTECTING STRENGTH OF CONCRETE CONCRETE MASONRY UNITS(f'cmu), PSI (MPa) GROUT STRENGTH CONCRETE SHALL BE CONSIDERED, OR OTHER PROTECTION SHALL BE PROVIDED. "COVER"WHERE MASONRY(f'm), PSI (MPa) (f'g), PSI NOTED ON PLANS AND DETAILS IS NOT A MINIMUM, UNLESS NOTED AS"MIN."THE COVER SHALL BE AS TYPE M OR S MORTAR TYPE N MORTAR NOTED WITH TOLERANCE. 1,700(11.72) --- 1,900 (13.10) 2,000 1,900(13.10) 1,900 (13.10) 2,350(1 1c) 2,000 2,000(13.79) 2,000 (13.79) 2,650 .27) 2,000 2,250(15.51) 2,600 (17.93) 3,t(z www.rgseinc.com 'q UCTOC �` RECOMMENDED BY: • Info U�rgSelnC.COm TF OF CAl FOP DRAWING NO.
ELEV. ENGINEERING STAFF LAND ELOP NT& NSPORTATION Page 2553(0379 a 3/7/2024 4:5b:45 PM 1 MIN EMBED
CHEMICAL ANCHOR MIN. DISTANCES , MIN EMBED I FACE OF CONC PER SCHEDULE OR CMU WALL y I THRD ROD OR REINF IN ROD DRILL BIT MIN MIN EDGE MIN
DIAMETER DIAMETER EMBEDMENT DISTANCE SPACING THRD ROD EMB IN SIMPSON CHEMICAL ANCHOR SCHEDULE EPDXY FILLED HOLE OF
DIAMETER PER SCHED
X 25.4 FOR mm 'SET-XP' EPDXY(ICC-ES BAR DRILL BIT MIN MIN EDGE MIN s „ 1 a „ 6 „ ESR-2508, LARK-25744) SIZE ROD 0 DIAMETER EMB DISTANCE SPACING X A/e 0 /z 2/s 2/ 7" 4„MIN
X 25.4 FOR mm Ov E--, EMB (E)SLAB Y2"0 5/" 23/" 33/6 r 8Y2' d , d Lu
%"0 3/4, 3Y8" 33/4" 10" \�����h�����.•1 BOLT ANCHOR / #3 a/s"0 %2, 4,r 3%z" 7" N #4 CONT w L� @ EDGE CONC SLAB PER PLAN 3/a"0 7/8" 3%2" 5�s" 13%2' a , #4 %2°0 5/a„ 6" 4„ 8Y2` a #4 CONT @ 7 n r a " 13 n 1 „ d #5 �8, 3/a" 8" 5" 1 p" ° d 0 1' 3/a 5 /s 15/2 / CONC SLAB EDGE T&B rr 1 ,r i #6 3/a'0 /8' 10„ 7„ 13%2' PER PLAN #4 CONT T&B _ _ T----_ 1 0 1/8 4" 6%a° 18" 4 1Y2' -11-r- , FACE OF CONC OR CMU I I i l 3 , 5" „ 1 , a #7 7/8'0 1" 12" 8" 15Y2' d° WALL(PROVIDE SLAB PER PLAN x CVR 1Ya' 0 1/a' 8/s 22/2 , ROUGHEN SURFACE OF v #8 1"0 1Y8" 14" 9 18" Y4"MIN AMPLITUDE AT LU U • -. w o NOTES: / SURFACES TO RECEIVE '- INSERT#4x36" DWLS @ Q u u i— Q
1. MINIMUM DIMENSIONS SHOWN. REFER TO PLANS - #9 1Y4"0 1%' 16" 11" 22Y2 NEW CONCRETE) IL—' —Ill*11=Ill_=1111 �— 4 T 24"OC IN SIMPSON FOR ACTUAL DIMENSION REQUIREMENTS. A i 1 -2. BOLTS SHALL BE PLACED NO CLOSER THAN (12) SET XP' EPDXY(ICC-ES 111 - ESR-2508, LARR-25744) BOLT DIA APART OR (6) BOLT DIA FROM END OF v NOTES: - - I ( � o o -III = CONCRETE OR MASONRY. 1. UNLESS NOTED ON THE DRAWINGS, DRILL AND EPDXY ANCHORS MAY NOT REPLACE CAST-IN-PLACE (I III —III I /HIFI-1=H ' - - I II I *- r -11I_1I II=II3. INCREASE EMBEDMENT BY 2" FOR AB's IN THE CAST-IN-PLACE ANCHOR BOLT ANCHORS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. -i 11 — 11- 111;11 — =1 —� - - — _�_ MIN DISTANCES1— I _ -- 17
TOP OF WALLS, COLUMNS, AND PILASTERS. i 2. ALL WORK SHALL BE PERFORMED UNDER CONTINUOUS INSPECTION BY THE INSPECTOR OF RECORD. -� � �- = 11 1 -
4. DOUBLE THE EMBED FOR ANCHOR BOLTS ,-v 3. EPDXY GROUT: SIMPSON 'SET-XP'(ICC-ES ESR-2508, LARK-25744)OR APPROVED EQUAL. 1'-0" = 1 - I \ \ 1-11 I TI - I r PLACED VERTICAL INTO FOUNDATIONS BOLT MIN MIN EDGE MIN 4. PROVIDE HOLE DEPTH AND DIAMETER PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. - - 1 1 1 - -1 1=1 1 1 1 1 1 =1 1 I- DIAMETER EMBEDMENT DISTANCE SPACING A. AVOID ANY EXISTING REINFORCING STEEL- RECOMMEND CONTRACTOR ALLOW FOR 5% =1 =1 -I =1 -' x 25.4 FOR mm RE-DRILLING. ALL ABANDONED HOLES SHALL BE GROUTED. 1'-0" /
i B. WHEN INSTALLING CHEMICAL ANCHOR INTO PRE-STRESSED CONCRETE WITH PRE-OR 1'-p° i d a ANCHOR X"0 3" 21/4' 4Y2" POST-TENSIONED TENDONS, LOCATE TENDONS BY NON-DESTRUCTIVE METHODS PRIOR TO i - d BOLT Y2'0 4" 3„ 6" CHEMICAL ANCHOR INSTALLATION.TAKE GREAT CARE AND CAUTION TO AVOID DAMAGING EXISTING A B C I�. '� TENDONS AND PROVIDE A MINIMUM OF 2 INCHES CLEAR BETWEEN DRILLED HOLE AND EXISTING /� ��#. 5/8"0 4Y2 33/4" 7%2" TENDONS. ANY COSTS TO REPAIR OR REPLACE TENDONS SHALL BE BORNE BY THE CONTRACTOR. i d #4x3'-0" MIN 5. CLEAN HOLE PER MANUFACTURER'S SPECIFICATIONS BY VACUUM OR AIR PRESSURE. HOLE TO BE DRY v @ WALL Via"0 5" 4Y2" 9" PRIOR TO EPDXY APPLICATION. i CONDITION r/8"0 6" 5Y4" 10Y2" 6. PLACE EPDXY PER MANUFACTURER'S SPECIFICATIONS,WITH CAULKING GUN OR SIMILAR, FILLING HOLE i a FROM THE BOTTOM TO APPROXIMATELY 2/3 FULL. v FACE OF 1 0 7" 6" 12" 7. PLACE ROD OR REBAR, ENSURING EPDXY RISES TO THE SURFACE AND FILLS THE HOLE COMPLETELY. a. CONC OR 1Ys"0 8" 63/a" 13Yz PROVIDE SUPPORT FOR ROD OR REBAR UNTIL EPDXY CURES.
CMU WALL
T
MIN EMBED 1Y4"0 9" 7Y2' 15" TYP REINF DRILL & EPDXY DETAIL SCALE:1"=1'-0" 7 SLAB STEP E P DETAIL SCALE:1"=1'-0" B 1 REBAR END ANCHORS SHALL HAVE AN 72 BARO+ 'X' 72 BARD+'X' EVALUATION REPORT DEMONSTRATING TENSION DEVELOPMENT LENGTH SCHEDULE (Ed) REINF T&B PER PLAN ANCHOR BOLT D ETA I LS SCALE:1"=1'-0" 1 O ADDL#5 @ OR MATCH T&B B (2) MIN COMPLIANCE WITH THE CURRENT fc=3000 PSI fc=4000 PSI #3 TIES @ 4"OCREINF ACCEPTABLE CRITERIA UNDER THE BAR - WHICHEVER IS GREATER x REFERENCED DESIGN CODE. SIZE TOP BARS OTHER TOP BARS OTHER BARS BARS
x A TYPICAL REBAR END ANCHOR #3 22 17 19 15 z 4d #4 29 22 25 19 i E., -
N~
A SINGLE CURTAIN TRANSITION IN THICKNESS B DOUBLE CURTAIN TRANSITION IN THICKNESS /D/ /D/ > MIN #5 36 28 31 24
CORNER INTERSECTION ANGLE ‘ i -o `i #6 43 33 37 29 ct 1111111\ T ( i \Q #7 63 48 54 44 z �- 180° BEND #8 72 55 62 55 N cn B TYPICAL HOOKS AND BENDS 1T o_ O STIRRUP&TIES MINIMUM BEND DIAMETERS w w i HOOK& LENGTH TIE WIRE MIN BEND DIAMETERS D=6d FOR#3 THRU#8 7 _ = - �0 °C OPTIONAL D=4d FOR#3 THRU#5 D=Bd FOR#9 THRU#11 (N) FDN III I 1 I I-III I i i LAP PERWITYP OF BENDS PER 6 D=6d FOR#6 THRU#8 D=10d FOR#14 THRU#18 DETAIL I5B TYP 11
NOTE: MINIMUM INSIDE PENETRATIONS W/ PIPE GROUP 16"MA)( 12" MIN TYP 135° BENDS REQUIRED @ METAL SLEEVE INSIDE 0
END r - 1.3x'Cd'(18" MIN) IN CONC ROUND HOOP TIES SPLICES. 2"GREATER THAN if 1.3x'Cd'(24" MIN) IN MASONRY 6" OUTSIDE 0 OF PIPE ELEVATION
1.3x'Cd' (24" MIN)@ GRD BMS M/N
LAP SPLICE PER
B DOUBLE CURTAIN DETAIL TYP NOOKSwN /-- SLAB BOTH SIDES CORNER INTERSECTION C OFFSETS AND SPLICES
WHERE OCCURS
1 90° BEND 135° BEND '
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7 i
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� � `900 r�Gj° � �� p co N nl :::
PROVIDE (2) 135°
a� � HOOKS (STAGG � o
END `O,`(1,a .�` HOOK LOCATION FOR �r� A SINGLE CURTAIN D TYPICAL STIRRUPS AND TIES �� E TYPICAL HOOP TIES NI SUCCESSIVE TIES) PENETRATION W/SLEEVE co
11 REINF @ FOOTING INTERSECTIONS - 8 REINFORCING DETAIL 5 2"GREATER THAN PIPE SCALE:1"=1' 0" SCALE:1" ' 0" SCALE:1"=1 0" OUTSIDE 0 1 SAME SIZE AND TURN DOWN
TOOLED JOINT SPACING AS SECTION FOOTINGS I
FOOTING REINF
CONTINUE 50%OF ^ ADD CONT TRANSVERSE REINF SLOPE REINF H V THROUGHR JOINT TYP \ a. RTNF FOR EA HORIZ LAP 2 MIN 0 o_ o INTERRUPTED BAR EQ SIZE `\
TYP REINF z- (3) EQ SPACES 1 CMG q'o •,� ,�`'' —� Off-), 13A v NO PIPE SHALL PASS
H \ - -j,0 ,L THROUGH THE FTG FTG REINF -\
cc
N rr---I 2 ti ,-'
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~ III I 1 1 —1 I I ALT SLOPE BOTT OF N II 1 1 111 111 11 111h.
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- --- -
w F--- A t, PIPE W/FOAM 1' 0" 6" 1' 0" '' } COLD JOINT "� Q ---- WRAP CONSTRUCTION JOINT - \ N / • - --- REBAR SPLICE 2x RISE MIN C7 1"MIN TYP /u_ CVR TYP
SAW-CUT W/IN 12 HOURS OF //w 72 BARD+'X' 0
PLACING CONC (ALTERNATIVE) z Ya OF SLAB THICKNESS
TYP REINF DEEP TOOLED JOINT W/ \- cc Ya"MAX EDGE RADIUS �Oi S co � x
FTG&SLAB /
..,- . • • • • ..._,.. ---- \ _ z EDGE
1 11 -1 111 11 11 1 111 III 111 111 11111 111 111 1I1 �� -- �- PLACE CONC FILL
III H II- III III
PROVIDE METAL
X AROUND SLEEVES 1'-6" MIN
1 I 1 i i SLEEVES W/INSIDE 0 2" PIPE @EDGE OF 0 CONTROL JOINT BEFORE POURING FTG GREATER THAN THE FTG PLAN VIEW i'® A (WHERE CONT POUR IS USED) PADS FILL SHALL BE OUTSIDE 0 OF THE PIPE. '� SAME WIDTH AS FTG AND REFERENCE FULL PLACE CONC FILL TTILE 24,
TRANSITION IN THICKNESS ELEVATION 1806A.11 SECTION 1 SCALE:1"=1'-0" 3
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SLAB JOINTS 6 TYP PIPE THRU FTG DETAIL Call before you dig. SCALE:1"=1'-0" 12 SCALE:1'-1'-0' 9 STEPPED FOOTING SCALE:1'-1'-0' D NO.1024- l Z ACCT 421-8203
DRAWN BY: PROJECT NO.
BENCH MARK NO. REVISIONS PLANS PREPARED BY APPROVED BY:LOCATION: MARK DATE INITIAL - DESCRIPTION DATE APP'VD RGsEinc. ��eaocors`O44 RGCITY OF UPLAND 2.2. 3.3 _ �Q 0 �° www.rgseinc.com s�qi, JCT' �`P RECOMMENDED BY: w OF SHEETS - F OQ ,' DRAWING NO. [email protected] OF cA_\F
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#4 CONT HORIZ .,W. VERTICAL DOWEL SCHEDULE BARS W/ 1'-6"BEND SEE ARCH
OR 1'-6"x1-6" BEND CURB HEIGHT W W>8"
AT CORNERS,TYP
\ H .
o ¢ 6, 0, DEEP al ►p / / COMPLETED PER SPECIFICATIONS. \ r.. 0/0 / O � 180 FAw 72BAR0+'X' \t•_ a./ REINF 0/ HOOK 20 WA 180 / _
�� OPN'G tj -a®�/ TRENCHING DETAIL SCALE:1" 1, 0„ 2 HOOK
REINFORCING SINGLE TYPICAL REINF §w. ZA X EA FACE CURTAIN LINTEL
TOP OF WALL
NOTES: 72 BAR 0+'X' (1/4)
I
1. GROUT ALL CELLS OR CAVITIES SOLID. I NOTE:
TUBE OR HSS
2. AT CMU WALLS USE OPEN END BLOCK AT VERTICAL REINFORCING BARS. ' iiiii�iiii.-� I I GRIND SMOOTH WHERE
3. REFER TO TYPICAL MASONRY WALL REINFORCING SCHEDULE. ��.I���� AM:4 ` x i REQ IN AESS SPECS.
4. AT DOUBLE CURTAIN REINFORCING STAGGER VERTICAL AND HORIZONTAL I -- ------ -- BARS. PLACE VERTICAL REBAR AS CLOSE TO MASONRY SURFACE AS THE MINIMUM CLEARANCES WILL PERMIT CJP (3/16)
5. LAP SPLICING AT BOTH INTERSECTING WALLS IS ACCEPTABLE. -�—�`���� i PP ,- — —
6. SEE NCMA FOR OTHER ACCEPTABLE CORNER REINFORCING DETAIL OPTIONS. TRANSITION IN THICKNESS (3)SIDES R=2Xt
SHAPE FOR
ASPLICE CONN D CONN @ CORNER • RADIUS
11 8 TYPICAL MASONRY WALL DETAIL ' 5 ' - SCALE:1"=1'-0" SCALE:1'-1'-0" SCALE:1/2'-1 -0" \ � 1/4 i /
( )
END PLT A" MIN 3/16 BALANCE
j I I L - ----
I r 1
(1/4) AESS
B 90°CONN E END PLT OR COL CAP G CONN @ LARGE RADIUS CORNERS
OPTIONAL
(1/4) ,' 1/4 SPLICE WHERE 1/4
OCCURS
(1/4)
�i I I I
-----------
' (1/4)
- I ------------- (1/4)
CANGLED CONN F TANGENT CONN H SMALL TO BIG TUBE CONN PP
TYP
AESS
x
%a"MIN
, 4. leEND PLT - --------- - -
I ' ® ® AESS - ----------- JPROFILE END PLT I SCALE:1"=1' 0"
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12 96 HSS BM TO BM CONN
Call beforeyou dig. SCALE:1"=1'-0" - SCALE:1'-1 -0" - SCALE:1"=1'-0" gSIC NO•2.024.,, 12 I ACCT 421-8203
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: PROJECT NO.
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Call before you dig. ACCT421-8203 PROJECT NO.
BENCH MARK NO. REVISIONS PLANS PREPARED BY APPROVED BY:
DRAWN BY:
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD 1:;oscF0ETSsr� � RGRGSEinc. C � TY OF UPLAD c32 :GBF2DESIGNED BY:Structural En ineers °, �% g AL ,Z- i l Zy SHEET 2720 Cochran St. Suite 8B W /N m TOM THOMAS MAGNOLIA PLAZA ��;, m '-PUBLIC WORKS DIRECTOR DATE 1 Simi Valley, CA 93065 e
�' CHECKED BY: R.C.E.-�5�2.. S- 1 .O JL &
W ` P: 805.522.3379 * s / �P, \Q* RECOMMENDED BY: RECOMMENDED,BY: KEY PLAN STRUCTURAL DETAILS OF SHEETS www.rgseinc.com `p/:5,i. Uc-ro oP� RECOMMENDED BY: �� Pa F 9 ELEV. [email protected] °F CA��F 9 LS23-08
ENGINEERING STAFF N D ELOPME T&TR PORTATION 'W-7iOnIA n•k •vP unn
FOUNDATION NOTES:
1. SEE FOUNDATION NOTES ON SHEET S0.01 FOR DESIGN SOIL BEARING PRESSURE, ETC.
C1 m TYP(4) 2. C1 -INDICATES COLUMN MARK, FOR SIZE SEE SCHEDULE SHEET S1.00.
F6.5 S2.0 PLACES / F1 -INDICATES FOOTING MARK, FOR SIZE SEE SCHEDULE SHEET S1.00. r r 3. NEW TYPICAL CONTINUOUS FOOTINGS ARE 12"WIDE X 27" DEEP BELOW LOWEST ADJACENT I GRADE WITH (2)#4 T&B(4)TOTAL, UNO (ALLOWABLE POINT LOAD 9K).
4. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT FOUNDATION INSPECTION,THE SOILS I. I
- ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:
1 --- j/ -- A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT.
B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACK FILLED&COMPACTED. ____,_,)
I G j C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.
5. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
6. SEE GENERAL NOTES AND SPECIFICATIONS FOR SPECIAL GRADING REQUIREMENTS UNDER L J - � - L -I FOOTINGS —_ 7. COLUMNS ARE ONE SIZE FROM FOUNDATION TO ROOF UNLESS OTHERWISE NOTED ON PLANS i j 8. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, CENTER OF INTERIOR WALL, OR CENTERLINE OF POST OR COLUMN. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS. i 9. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE. ---J 6'-0"TYP I I L 10. CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITY WORK TO AVOID CONFLICTS WITH / I
FOOTINGS.
j 11. SEE ARCH'L AND CIVIL DRAWINGS FOR LOCATION OF MOISTURE BARRIER, CURBS, TRASH ` r - I I` 1 r ENCLOSURES, EXTERIOR SLABS, DRAINAGE, RAMPS,WALKS, ETC.
12. EXCAVATIONS SHALL BE MADE IN COMPLIANCE WITH CAUOSHA REGULATIONS. r , - -- _ r
a.
(\ 1 FRAMING NOTES:
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RB1 = HSS 12 X 6 XYa
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RB3 = HSS 8 X 4 X Ya
(WEATHERING PER ARCH,ASTM A847)
FOUNDATION PLAN FOUNDATION PLAN RB5 = HSS 8X4XYa* (WEATHERING PER ARCH, ASTM A847)
RB6 = HSS 8X4XYa*
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2'-0" 2'-0 RB7 = HSS 14 X 10 X Ya 12'-0" MAX 12'-0"MAX MAX 16'-0" MAX MAX (WEATHERING PER ARCH, ASTM A847) / / 1 4'-0" MAX TYPE 13E TYP i / / i 2'-8"OC TYP
3B TYP SO. STEEL COLUMN SCHEDULE S0.4
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REVISIONS SID NO. 2o24— t2 ACCT421 8203 BENCH MARK NO. PLANS PREPARED BY DRAWN BY: ^ APPROVED BY: PROJECT NO.
LOCATION. MARK DATE INITIAL DESCRIPTION DATE APP'VD „ R G S E in, ���e�SCOT��': RG CITY J F U P L/`�N ® QQ e DESIGNED BY: aedvsq /Z.e,k%ei �± u 272 Structural Engineers �Q •& Z AL _ PP/2— 11—9'25 TOM SHEET 0 Cochran St. Suite 8B w e ,,� �' m '-PUBLIC WORKS DIRECTOR DATE THOMAS MAGNOLIA PLAZA Simi Valley, CA 93065 /' �' CHECKED BY: JL R.C.E.yS20Z S—� .2 P: 805.522.3379 s / RECOMMENDED BY: RECOMMENDED BY: ENTRY STRUCTURES BRIDGE & KIOSK PLANS OF SHEETS WWW.rgseinc.com qr ucTU 1/4c.o RECOMMENDED BY:
ELEV. [email protected] of CA_\F . DRAWING NO.
ENGINEERING STAFF LAN VELD M &T SPORTATION Page 2:10-613379 3/7/2024 4:55:40 NM
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Call before you dig. - SCALE:V=1.-0" 12 LIGHT POLE FOOTNG SCALE:V=1.-0" g FRONT ENTRY SIGN CONN SCALE:V=1'-0" 6 t. (D140.202 - 2. ACCT 421-8203
DRAWN BY: PROJECT NO.
BENCH MARK NO. REVISIONS PLANS PREPARED BY APPROVED BY:
LOCATION. MARK DATE INITIAL DESCRIPTION DATE APP'VD R G S E inc. QQ�P�gcoSs,0,4, RG CITY OF UPLAND u2�3� �y �e 2 DESIGNED BY:
} Structural Engineers co k ; Y L AL / aR- l u
2720 Cochran St. Suite 8B w tu
N�y ,y , m PUBLIC DIRECTOR �` DATE TOM THOMAS MAGNOLIA PLAZA SHEET t.., Simi Valley, CA 93065 " �' CHECKED BY: JL R.C.E.y O1... S-2.O -., P: 805.522.3379 *�, ,s, 1 Ate, P* RECOMMENDED BY: RECOMMENDED BY: STRUCTURAL DETAILS OF SHEETS ` RECOMMENDED BY: DRAWING NO. www.rgseinc.com I,. Uci
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[email protected] of cn_\F° , ELEV. ENGINEERING STAFF lib- LAND • .LOPME 8.TR SPORTATION Page M0379 3/7/2024 6:06:43 I-'PM
LIMIT OF WORK I
•••MLI /i MMila/Main✓r�aiiaaiiiiniM/M✓niii/iftiiiiiii�iaiiai/✓iiiiiiaai✓/iiin�iiMUMM/i✓iiri�iiii/MM/iWi/M/Miiiiiiiaiiii I/M Wii�uiiiiiiiiiiiiiiiiaiiiiiiaiiiiaiaiiMUM/////////M/iiiiiaiairiiiiiini✓iMM/a/MMU M/aiiaiiii/M/Miiiiniii✓i/MMU M/aaiiiiiii UMMi/M/Nii/iiii/MM/n�airi/iia�✓ar/iriii�ii�iMMAd IRRIGATION LEGEND:
■
DRIP AND EMITTERS:
— -- " — o O� SYMBOL MANUF. MODEL# DESCRIPTION GPM RADIUS PSI DETAIL REFERENCE ° ter- — _ ,' _ I - — RAINBIRD XFS CV 06 18 INSTALL DRIPLINE 3"BELOW FINISH GRADE 0.014 DRIP 30 SEE DETAIL I,SHEET L-3.3 _a_ 1
_ y _ 1 _ �,__ • SPACE LINES 18"APART,3"MAX FROM g Il--.:_ -1 _W . HARDSCAPE/EDGES SECURE TUBING WITH 1 +* - p 9"WIRE STAKES EVERY 2'-0" I '
i t -- . i---4 RAINBIRD RWS-M-B-C-1401 18"ROOT WATERING SYSTEM WITH 0.25 GPM 0.25 BUB 30 SEE DETAIL K,SHEET L-3.3 • I f/ 1 BUBBLER,INSTALL(2)PER TREE t
� ; " RAINBIRD XBCV-05-PC XERI BUG DRIP EMITTERS 2 GPH .033 DRIP 30 SEE DETAIL E,SHEET L-3.4 /
EQUIPMENT:
•
0 J ' ■ SYMBOL MANUF. MODEL# DESCRIPTION DETAIL REFERENCE C - -1. 1 112"EXISTING WATER METER SEE UTILITIES PLAN. 1 ` 1 - ■ ® NETAFIM WM-100-0.1-ER-M 1"SUB WATER METER SEE DETAIL A,SHEET L-3,4. .
■
k. .- �i_ ° — - N. _ _ _._ _ _ " I�1/ SUPERIOR 3200 1"MASTER VALVE SEE DETAIL B,SHEET L-3.3. •
f /^ • 1 I i ■ 21 FEBCO LF825YA 1"BACKFLOW PREVENTER FOR POTABLE WATER SEE DETAIL A,SHEET L-3.3.
API
W .! I I I s ' WILKINS 500XL 1"PRESSURE REDUCING VALVE WITH INTEGRAL CHECK VALVE SEE DETAIL D,SHEET L-3.3. d `� JLJJj ■I.I ik RAINBIRD FS100B 1"BRASS FLOW SENSOR SEE DETAIL C,SHEET L-3.3. ..,_,_.--,---1 6 ;.4__J ii,i:$,.__ 4 ji-1-1
i / � y - N 1*1 NIBCO T-585-70 LINE SIZED BRONZE FULL PORT BALL VALVE IN VALVE BOX. SEE DETAIL B,SHEET 1-3.4.
W I.. I ■ I . '_ ��_ L_ 3 _ _ _1 1 1 -- - NETAFIM TLSOV 1/2"MANUAL FLUSH VALVE AT EACH PLANTER AT LOWEST POINT IN VALVE BOX. SEE DETAIL J,SHEET L-3.3.
N. [ _ _„- ,,� 1--- - RAINBIRD 44-LRC 1"POTABLE QUICK COUPLER VALVE IN ROUND VALVE BOX SEE DETAIL G,SHEET L-3.3. ._.,; _ __ __�_ - _ . ; � ■ CVI 3 4.23 _.._ I W i. RAINBIRD XCZ-100-PRB- DRIP KIT WITH 1"BALL VALVE AND 1"PEB VALVE IN VALVE BOX SEE DETAIL F,SHEET L-3.3. 1 0.74 4 11 W COM 4�� 1 IT ■ RAINBIRD 100-PESB-PRS-D 1"PLASTIC CONTROL VALVE IN VALVE BOX. SEE DETAIL E SHEET L-3.3. i WILLI
3. t - o 0.95 1 3/4._ i 1 i I l l � ; __.. ___- _,. _�.: - El RAINBIRD ESP-LXMEF 120V 12 STATION BASE CONTROLLER WITH EXPANDABLE STATION MODULES SEE DETAIL C,SHEET L-3.4. !I -''� ------...- ...... - -/'"� 1 �� *� &FLOW SMART MODULE WALL MOUNT INSIDE RESTROOM UTILITY ROOM. ,• � 1" 13/L.4" ,► W I ( « \ ,Mlh ■ Z ( RAINBIRD WR2.48 WIRELESS RAIN+FREEZE SENSOR,MOUNTED TO NORTH SIDE OF RESTROOM SEE DETAIL D,SHEET L-3.4. ._0. I _ ii / ,�4:1 6 AT ROOF GABLE
5.74 2 I I
I I / ,. ® RAINBIRD OPERIND DRIP SYSTEM OPERATION INDICATOR. SEE DETAIL H,SHEET L 3.3.
EXISTING WATER LINE NOTE: ) 1 t.. .. H I=13 PULL sox. ii/i::
-�,J �-- L EXISTING DOMESTIC WATER LINE,PROTECT IN PLACE. I , I ' Q r t-
I I r t; -'� © ! 2 EXISITNG BACKFLOW. , •N` / \\\:/ op `'Li (� ■ EXISITNG BALL VALVE. — II
L ( L �� �■ APPROVED SCH.40 PVC MAINLINE SIZED AS SHOWN,MINIMUM COVER OF 18".POTABLE WATER SEE DETAIL E,SHEET L-3.4. .-. —,t1'-',.,---,,,,,,,..
• � a.. \.,,_ —� �-- ■ APPROVED SCH.40 PVC LATERAL LINE SIZED AS SHOWN(MINIMUM OF 314),MINIMUM COVER OF 12 SEE DETAIL E,SHEET L-3.4. ""` `N t "� r "'�-�" ____ 0 ' APPROVED SCH.40 PVC WIRE SLEEVE,SIZED AS REQUIRED BY LOCAL CODE,UNLESS OTHERWISE NOTED. SEE DETAIL E,SHEET L-3.4. me
_. , �- __.___ __,_u.__ �..w.�. ___. �_.. II _ n_ .__.._.e_ __.._ ... �_. _�_._. _. �_. __ _ _. _._� APPROVED SCH.40 PVC LATERAL SLEEVE,SIZED AS REQUIRED,UNLESS OTHERWISE NOTED. SEE DETAIL E,SHEET L-3.4.
I go - . EXISTING EXISTING DOMESTIC WATER LINE I •
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400.0 RAIN SENSOR
HYDROZONE LEGEND: FLUSH VALVE NOTE: RAINBIRD XFS-CV INSTALLATION NOTES: VALVE CALLOUT CHART" '' tit El 0 N.
FLUSH VALVES TO BE INSTALLED AT FURTHEST AND LOWEST END OF EACH A. RAINBIRD"XFS-CV"EMITTERS AND SPACING BETWEEN LINES AS PER IRRIGATION LEGEND. / CONTROLLER # TYPE PLANT SIZE GPM HZ SF
HYDROZONE 1(HZ1) RUN OF DRIPLINE.FLUSH VALVES TO BE LOCATED WITHIN EACH PLANTER B. LOCATE FLUSH VALVE AT LOWEST POINTS OF EACH SEPARATE PLANTER AREA WITHIN SYSTEM. j ELECTRIC METER - - 1 LOW AND MODERATE WATER USE SHRUBS AND GROUND COVER, AREA OF DRIPLINE SYSTEM. INSTALL IN PLANTER AREA.SEE FLUSH VALVE DETAIL IN THIS PACKAGE FOR INSTALLATION 1 DRIPLINE SHRUB 1" 1 1 52 �/ USING SUBSURFACE DRIP LINE IRRIGATION w118"SPACING. INSTRUCTIONS.(FOR NON CV LINES AIR RELIEF VALVE WILL BE REQUIRED.IF NEEDED LOCATE AT OR 2 DRIPLINE SHRUB 1" 6 1 1,197 /' NEAR HIGH POINT OF PLANTER AREA WITHIN SYSTEM).UNDER NORMAL CIRCUMSTANCES XFS-CV 3 DRIPLINE SHRUB 1" 4 2 952 / MAINLINE HYDROZONE 2(HZ2) EXTRA WIRE NOTE: DOES NOT REQUIRE AIR RELIEF VALVES. 4 DRIPLINE SHRUB 1" 1 1 166 GATE VALVE 1 - — LOW WATER USE SHRUBS AND GROUND COVER, STUB-OUT IN 6"ROUND VALVE BOX WITH MINIMUM(6)CONTROL WIRES AND(1) C. CONNECT XFS-CV TO PVC WITH PVC TEES AND COMPRESSION FITTINGS.USE COMPRESSION / e-A + ' -- '—' -1 USING SUBSURFACE DRIP LINE IRRIGATION W118"SPACING. COMMON WIRE- FITTINGS FOR ALL PVC TO XFS-CV CONNECTIONS.PRIME AND GLUE ALL PVC TO PVC CONNECTIONS. REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER,MODEL 1 MAINLINE FLOW SENSOR
NUMBER,AND DESCRIPTION.
HYDROZONE 3(HZ3) GATE VALVE MASTER VALVE NORMALLY MODERATE WATER USE TREES,USING DEEP ROOT WATERING IRRIGATION NOTE: SLEEVING NOTE: = CLOSED BUBBLERS,3'-0"APART FROM TRUNK. IRRIGATION LATERALS,MAINLINES,AND EQUIPMENT ARE SHOWN ALL IRRIGATION MAINLINES,LATERALS,AND WIRES INSTALLED UNDER PRESSURE REGULATOR , SCHEMATICALLY FOR VISUAL CLARITY ONLY.CONTRACTOR TO FIELD VERIFY HARDSCAPE OR COBBLE PAVING SHALL BE INSTALLED IN SCH.40 PVC PIPE POINT OF CONNECTION NOTE: (E)GATE VALVE BACK FLOW PREVENTION LOCATIONS AND PLACE PER LOCAL CODE. SLEEVES.IRRIGATION WIRE SLEEVES TO BE 2"DIAMETER MINIMUM.MAINLINE MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1"DOMESTIC WATER METER 1 I REFER TO WATER BUDGET CALCULATIONS AND CONTROLLER CHARTS ON AND LATERAL LINE SLEEVES TO BE TWO TIMES(2x)LARGER THAN THE SIZE OF PROVIDED BY OTHERS.REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION.EXTEND NEW TYPE'IC , P-4----.—SUB METER SHEET L-3.4 FOR ADDITIONAL INFORMATION.PLEASE ALSO REFER TO VALVE THE PIPE TO BE SLEEVED. COPPER PIPE(OR AS REQUIRED PER LOCAL CODE)TO LINE SIZED GATE VALVES AS SHOWN. .� TYPE'K' CALLOUT CHARTS ON THE IRRIGATION PLANS.
2 STATIC WATER PRESSURE: 95.00 PSI 1[: ••'LlM (E)METER SYSTEM DESIGNED PRESSURE: 53.90 PSI
MAXIMUM IRRIGATION DEMAND: 14 GPM (E)BACK FLOW PREVENTION NOTE: /
\ EQUIPMENT AND SIZE PER
PLAN CROSS REFERENCES: • IRRIGATION PLAN AND LEGEND. i so- - 4----4 PIPE SIZING CHART: FOR NOTES AND LEGENDS, SEE THIS SHEET SCHEDULE 40 PVC VALVE SIZING KEY' FOR IRRIGATION DETAILS, SEE SHEET L-3.3 POINT OF CONNECTION ENLARGEMENT ..3 3i4 0-8 GPM FOR IRRIGATION CALCULATIONS, SEE SHEET L-3"4 1" 9-12 GPM 0' 10' 20' 40' ri 1114" 13- 2 GPM VALVE NUMBER FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-5.2 �� Know what's beIOV#i.
1 112" 23-30 GPM Ara= VALVE FLOW FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1 4 THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE 2" 31-50 GPM VALVE SIZE SCALE: 1 = 10' Call before you dlg. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-4.1 AGC7421-8203 prto Ptbe 2074-t 2
BENCH MARK NO. REVISIONS PLANS PREPARED BY -- q DRAWN BY: DAB APPROVED BY: PROJECT NO.
LOCATION: osc,aie. w� ��� C nMARK DATE INETIAL DESCRIPTION DATE APP'VD 741�' I' /`1 q2 '3 Krum 9
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LANDSCAPE TRADEMARK
ST., RE AND UCAM NG pet,
cP9 11/0 s.24 �"r RECOMMENDED BY: I IRRIGATION PLAN 10221-A TRADEMARK ST.,RANCHO CUCAMONGA �j DRAWING NO.
CALIFORNIA 91730 PH:(999)484-2800 ba. 1'4' 04' ELEV. r-�"+ �0p CA4\� ''� '- ENGINEERING STAFF LAND EVELOPMENT&T PORTATION Page NUM P 379
' LIMIT OF WORK d J
IRRIGATION NOTES:
////////// /////////////////1////////.. ._ _ __-_____ _ _.__..._.___._ ___ _ / // / / � 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION _� ._.�...�_ I ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. --io-------75 il ` ,-, --- 0 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD _ri. _. --,t....) _ _ _. , _y `� — ,, "";- _ ew. �.,• THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT T01
THE ATTENTION OF THE
— — — — _% _, Z. `' ;� OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR .:. — ,�� /o — 1- — — — ,/' W /r 3 yk, MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. ` ' : �' �o„�, ' i` � . 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM - fswot 'i:T GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND p /' `-,-- -- ° �� �i COMMUNICATE TO OWNER'S CONSTRUCTION REPRESENTATIVE.11,414 ri �,,i i/'"� �``� I''"""� PA . ,, /j` ♦ I 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, ..,... /' I .w /' ,/, ` LOCATION OF WALLS,RETAINING WALLS,CURBS,ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL
4. / '"'""` ° x �/ 6 ` CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS,UNDER ROADS,PAVING p �i p �`' i // ANDSTRUC1URE5, "It''
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"�` \^ // �, / Mir `` .. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER,AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY ! t .......... � �f '` ...v `. ° _ fr _ `°� CURRENT WATER DISTRICT.
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1.- - /i 77 /-. '- \\\7k , ` ,%;, / `'�.,• I L-_- : _ . 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE ri ri .r ./� // // .. -_ I . INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL Cli1 1- '� / ///// / / // `.,` . OF THE OWNER'S REPRESENTATIVE IF REQUIRED TO OPERATE SYSTEMS. „ , G r # ! « / ,/ / ' �, ,f` =� il c s 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT . ,' f/'� + 1/ V. / © r ,-- - I ` OVERSPRAY ONTO WALKS,STREETS,AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST w �,. 4 ` ``��, /� .-- / // /� / ,/(le �! __. I NOZZLE RADIUS TO FIT UNUSUAL SITE cONDITi0N5 FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE (� / 4 * ��. . /~" . ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. ,7"�,. �/ // �// �/ //r) ,,,,N /r' `\ ``� `` "' I I- T T El I ( I 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. ki j„/
w // �,. �/ �/ ff/,,/f f/+ f ? • ti ��r-/ -P * N. I I '�� I ( ( I I ( ( 1 I ` 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. ` -�>- - ,.- �' -',,- / / f / - '' ' • ' r in`\,� N .,`"-. .,.� -- ***:2 --- - - ((I k-I 1 I I I I III I � — rj I .
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LIMIT OF WORK
HYDROZONE LEGEND: FLUSH VALVE NOTE: RAINBIRD XFS•CVINSTALLATION NOTES: VALVE CALLOUT CHART:
FLUSH VALVES TO BE INSTALLED AT FURTHEST AND LOWEST END OF EACH A. RAINBIRD"XFS-CV"EMITTERS AND SPACING BETWEEN LINES AS PER IRRIGATION LEGEND.
HYDROZONE 1 (HZ1) RUN OF DRIPLINE.FLUSH VALVES TO BE LOCATED WITHIN EACH PLANTER B. LOCATE FLUSH VALVE AT LOWEST POINTS OF EACH SEPARATE PLANTER AREA WITHIN SYSTEM. # TYPE PLANT SIZE GPM HZ SF - LOW AND MODERATE WATER USE SHRUBS AND GROUND COVER, AREA OF DRIPLINE SYSTEM. INSTALL IN PLANTER AREA.SEE FLUSH VALVE DETAIL IN THIS PACKAGE FOR INSTALLATION - — USING SUBSURFACE DRIP LINE IRRIGATION w118"SPACING. INSTRUCTIONS.(FOR NON-CV LINES AIR RELIEF VALVE WILL BE REQUIRED.IF NEEDED LOCATE AT OR 5 DRIPLINE SHRUB 1" 5 2 166 NEAR HIGH POINT OF PLANTER AREA WITHIN SYSTEM).UNDER NORMAL CIRCUMSTANCES XFS-CV 6 DRIPLINE SHRUB 1" 6 1 1,086 HYDROZONE 2(HZ2) EXTRA WIRE NOTE: DOES NOT REQUIRE AIR RELIEF VALVES. 7 DRIPLINE SHRUB 1" 6 1 1,472 LOW WATER USE SHRUBS AND GROUND COVER, STUB-OUT IN 6*ROUND VALVE BOX WITH MINIMUM(6)CONTROL WIRES AND(1) C. CONNECT XFS-CV TO PVC WITH PVC TEES AND COMPRESSION FITTINGS.USE COMPRESSION 8 DRIPLINE SHRUB 1" 8 1 1,820 USING SUBSURFACE DRIP LINE IRRIGATION VW 18"SPACING. COMMON WIRE.
FITTINGS FOR ALL PVC TO XFS-CV CONNECTIONS,PRIME AND GLUE ALL PVC TO PVC CONNECTIONS. 9 DRIPLINE SHRUB 1" 2 2 504 10 BUBBLER TREE 1" 3 3 150
HYDROZONE 3(HZ3) 11 BUBBLER TREE 1" 7 3 325 MODERATE WATER USE TREES,USING DEEP ROOT WATERING IRRIGATION NOTE: SLEEVING NOTE:
BUBBLERS,3'-0"APART FROM TRUNK. IRRIGATION LATERALS,MAINLINES,AND EQUIPMENT ARE SHOWN ALL IRRIGATION MAINLINES,LATERALS,AND WIRES INSTALLED UNDER REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER,MODEL SCHEMATICALLY FOR VISUAL CLARITY ONLY.CONTRACTOR TO FIELD VERIFY HARDSCAPE OR COBBLE PAVING SHALL BE INSTALLED IN SCH.40 PVC PIPE NUMBER,AND DESCRIPTION.
LOCATIONS AND PLACE PER LOCAL CODE. SLEEVES.IRRIGATION WIRE SLEEVES TO BE 2"DIAMETER MINIMUM.MAINLINE REFER TO WATER BUDGET CALCULATIONS AND CONTROLLER CHARTS ON AND LATERAL LINE SLEEVES TO BE TWO TIMES(2x)LARGER THAN THE SIZE OF SHEET L-3.4 FOR ADDITIONAL INFORMATION.PLEASE ALSO REFER TO VALVE THE PIPE TO BE SLEEVED.
CALLOUT CHARTS ON THE IRRIGATION PLANS.
PLAN CROSS REFERENCES:
4 PIPE SIZING CHART: FOR NOTES AND LEGENDS, SEE SHEET L-3.1 ,Lic
4 o SCHEDULE 40 PVC VALVE SIZING KEY: FOR IRRIGATION DETAILS, SEE SHEET L-3.3 3/4 0-8 GPM FOR IRRIGATION CALCULATIONS, SEE SHEET L-3.4 �k
1" 9-12 GPM o 10 20' 40' VALVE NUMBER FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-5.2ft 1 1/4" 13-22 GPM SA= VALVE FLOW ,c) Know what's below. 1 1/2" 23-30 GPM FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2 .~ ,P_ �.
Call beforeyou dig. THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE 2" 31-50 GPM W VALVE SIZE FOR CORRESPONDING PLANTING PLAN SEE SHEET L-4.2 SCALE T" =Y10 9 a1D NO. 2V24-1Z ACCT421-8203 BENCH MARK NO, REVISIONS PLANS PREPARED BYV �i/ PROJECT NO.
DRAWN BY: APPROVED BY: CITY O F UPLAND LOCATION: MARK DATE INITIAL DESCRIPTION DATE APPVD 1 74;1:0 1,rufi4"/ 410\ DAJ� G �/j iti � J'Allta+a0.r� DESIGNED BY: GPD - 7/� iI 7 v I y SHEET ARCH OTE RRA "" ( TOM THOMAS MAGNOLIA PLAZA -+ p I -PUBLIC WORKS DIRECTOR DATE CHECKED BY: �5••�p L L— 3.2
DESIGN GROJP
144--
' �7 i1d°• JRC RECOMMENDED BY: RECOMMENDED BY:
LANDSCAPE ARCHITECTURE AND PIANMNO 0 11101124 ��'t^ RECOMMENDED BY: I RRIGAT
ION P
LA 2 27 OF 40 SHEETS
10221-A TRADEMARK ST.,RANCHO CUCAMONGA, ifr 0•t• Q % of' DRAWING NO.
CALIFORNIA 91730 PH:(9 )484-2800 +a �C 0 ` ELEV. I i , --�— -...opc Ao% ENGINEERING STAFF LAND OPMEN &TRAN RTATION Page -0S 379
i
LEGEND: 0 0 0 0 0 0 0 0 0 0 0 • 4 ° 0 0 0
1. VANDAL RESISTANT SS ENCLOSURE PAINT
0 01 : GREEN PER SPECS.(STRONGBOX SBBC-22SS ; \ i ..04.14*.e+ 1"SEE NOTE A m In�nEruu I IIvs. m. .� `. 0 o 2. CLOSE NIPPLE. `\! \/ \� \/\/'`\ \ \ P "SeS 4;• ys�'\ ,,, a 4 �lp�00 ° 3. BRASS WYE STRAINER WITH 100 MESH MONEL i\/\ pr ,_ • \f\\f v 13 '`\f\\f\\ \f\'/\r' �` /\\' \' " ♦i' �'►�+i 'Ff \ w 0 //\ \/' ' /\''r/\fi'\ -�" r f f/\\ f /f '/ ff f/ . 2 MIN. �/ a��«S► SCREEN. ;\ \ \/\\ \ '�( v \ \ ��\\f\\/\\f\\/ �- _ \''r\\/\\ \\ 4. "' • 4. FINISH GRADE. C� \\ \ Atil •\\ 0 \\ '� \ \ /\\/\f\ /'\ / /\/ {'
5. BACKFLOW PREVENTER(LF$25YA}ASSEMBLY. /\// /// j j/j/\ Y' / i/\/f\\/ /f\\/rr\\//\\/ �✓ ° ° BALLVALVE(2)PLACES. \\f\�\ �.\! 'ti \\`\ \\ \f\ 10 / / f\
I MEP IL
7. BRASS UNION. Api min . z - - �' \\!\j\/ Al PLAN VIEW 8. 6'THICKx26"WIDEx31.5'LON000NCRETE h Aii �II► oi�/\` FLOW lakilicIPPIMAS I r I - �1 FLOW-0- PAD(LENGTH VARIES PER /.. ... , $ f ♦/ '''\/` \,/ �/ \/ 0 011 u [ �I, / . a �, \
SIZE/MANUFACTURER).SLOPE TO DRAIN AT /\\ �; " ` >" C �O�i•+► .,� II ��,-- - rra \ Fa� S`- 0 r- -I 0 MINIMUM 2%. ill i `/ • c . cps a �'/\ u �c " ♦�-. V\ . ���;t.�•. o�•. o� . at N/ �,/ r',/ 0 /
/ / is i. �.•ia a ?i• fat' r . i' c a /. ������� 9. PVC SLEEVE REQUIRED FOR PIPE THROUGH ' \j\�`j• ; i� •:g(��•;o •;F5 "• \\f0 \\ .: ;1,*(8; ...WOCA2 o�v oc8 i o 09 i s osyo�csis\• / o c o Q o c o `\�"' /\ i'.. .. .. ,....." •-s f ► i I r �►• .Q a z_ goo «: •CONCRETE PAD. \/\`/\ \! `/\ \f / , .•�•• ' I- :."Qt:._.., �.0°'8 o ►i,.., .i� %w /� 0i Qo•9poDo�y)F0 f(��Qo(C� o•V8Qo•%0°' •,/`/,f/.\ I T ,+N O / /\/ / ff / r0 , f\ /f\//\f/.\//\/f;'f/\ff\/\/f\/f\ /r\/r\ \ I. o�o0• 006�• a�a0• n0.20. o0odP• . o`. / / +/ 10. 90%COMPACTION REQUIRED. 9 • /!\l/\\\f/\\�/\//\//• V .\\/ \/\f\•/\f f\f\ /\f \ \ \ 0 • • • • • ! i f\/f\r
0 I 0-- I.. _,- 11. TYPE K COPPER RISER-TYPICAL(2)PLACES. 0 / / \/\f\ \; , ._ .. .. ' / / / / , / /, f / , /l .. � ,. IV' 12. SCH 80 PVC MALE ADAPTOR(2)PLACES. SECTION0 \\/.\ \/\\\/\\\1\�\\f'/ %\/��\%\\,�./f\ ���\/\\ ��// /\/\/\/\/\/\\/\,, %f\/ /\/\/\/\/ \ 4" I - i Y I �"J 14. COPP REE BOW TYPICAL(2}PLACES. LEGEND: \f/\\/\�\�\�f�\�\f\ SECTION \ f /\\ `\\\/\\�\\\/ 013. PVC TO SYSTEM. /\� / /
15.4 COPPER X FEMALE ADAPTER LEGEND: 1, RECTANGULAR VALVE BOX w/BOX 8. 90%COMPACTED NATIVE NOTES: LEGEND:
"■ 1. MASTER VALVE PER IRRIGATION LEGEND. 10. PVC MAINLINE PIPE(TYPICAL). T-DOWN COVER.HEAT BRAND wl SUB-GRADE, \ ° G IN 1 2. RECTANGULAR VALVE BOX w/BOLT-DOWN 11. PVC SXS 451/4 ELL(TYPICAL),SOLVENT WELD 9. 314"WASHED GRAVEL ROCK 6" A. INSTALL VALVES MIN.OF 7 APART,AND A MIN.OF 2' 1, RECTANGULAR PLASTIC VALVE BOX COVER MARKED'PR'. 9, FILTER FABRIC(WRAF!140N), ' \ \ NOTES: F.S. ON LID IN 2 TEXT HEIGHT FROM STRUCTURES AND HARDSCAPE IN SHRUB 2. FINISH GRADE. 10. SCH.80 PVC UNION FOR SERVICING ASSEMBLY ce o ' COVER.HEAT BRAND w/'M.V,'ON LID IN 2"TEXT OUTLET, DEEP,.
A. INSTALL PER LOCAL CODES. CHARACTERS, 0 ��'"' \ 12. FINISH GRADE. 10. BRICK SUPPORT(1 OF 4). AREAS. 3. PRESSURE REGULATOR.SEE IRRIGATION LEGEND FOR 11. SCH.80 PVC THREADED FEMALE ADAPTER. \/� /\/' �' /\ B. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF HEIGHT CHARACTERS. 2. FINISH GRADE. c- a / /, /f\ / /r " 3, WATERPROOF WORE CONNECTORS. 13. SUB-GRADE. 3. MULCH PER PLANTING 11, MAINLINE INTO VALVE. B. PLACE 3t4 CRUSHED GRAVEL PRIOR TO MODEL 24 FROM ANY STRUCTURES OR HARDSCAPING. INSTALLATION OF VALVE BOX. NOTES:. :� // / 'i / 4- #12 WIRE PER SPECIFICATIONS.24"LENGTH 14. FILTER FABRIC(MIRAFI 140N) 12. FLOW SENSOR PER PLAN. 4, SCH 80 THREADED PVC PIPE, o w \, /\\�,� /\\ ` C. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL, COILED WIRE REQUIRED. SPECIFICATIONS. " C. PROVIDE PLASTIC VALVE CHRISTY I.D.TAGS PER A. BOX TO BE INSTALLED 1"ABOVE FINISHED �/ / / BUILDING,ETC.)MOUNT TEST COCKS ON OPEN 15. MULCH-SEE PLANTING PLAN 4. WIRE CABLE FROM CONTROLLER. 13. LOOP 24 MIN.EXTRA WIRE SPECIFICATIONS. 5, 3/4"WASHED GRAVEL BASE 6"DEEP. '- n- '/ / '/ // '/ 0 16. 1/4"x 1/4"GALV,WIREMESH AROUND PERIMETER OF BOX. GRADE FOR SOD OR ARTIFICIAL TURF AND \\`"/\\ /\' * OR NON-STRUCTURE SIDE. 5. PVC MALE ADAPTOR(TYPICAL), 5. WATERPROOF 3M DBR/Y SPLICE D. HEAT BRAND BOX'FS. 6. MULCH SEE PLANTING PLANS. '\7\I /-.11 /1 i / 14. FILTER FABRIC(MIRAFI 140N). FLUSH WITH FINISHED GRADE FOR HYDROSEED / I 1 ` D. ORIENT UNIT PARALLEL TO STREET. 6. PVC MAINLINE TO REMOTE CONTROL VALVES. KIT WIRE CONNECTOR(1 OF 4). E. USE NON-HARDENING TEFLON PIPE SEALANT ON 7. TURF AREAS. OR HAND SEED. \ /\ /' \\ ' /i\/> E. SCREEN UNIT WITH SHRUBS WHENEVER 7. COMMON BRICK(4)REQUIRED. 6. 114"X 114'GALVANIZED WIRE MESH. ALL THREADED CONNECTIONS.
NOTE: 8. 8X2X4 COMMON BRICK(3). B. TOP OF BOX FLUSH WITH MULCH,TAPER FINISH FROM WATER FLOW POSSIBLE. 8. 3/4"WASHED GRAVEL ROCK 6"DEEP. A. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC 7. I.D,TAG w/STATION NUMBER F. PROVIDE A CLEAR,UNOBSTRUCTED DISTANCE OF GRADE 11/2`AWAY FROM BOX BACK TO SOURCE TO METER 15 F. DIALECTIC FITTINGS ARE REQUIRED FOR 9. MASTER VALVE WIRE AND COMMON WIRE FROM PRINTED ON IT(CHRISTY'S AT LEAST 10x'S THE PIPES DIAMETER UPSTREAM OF TO PVC OR METAL TO PVC MALE PIPE THREADS. THE SENSOR AND AT LEAST 5x'S THE PIPES STANDARD MULCH DEPTH.
CONNECTIONS OF DISSIMILAR METALS. CONTROLLER,PROVIDE PVC CONDUIT FROM #ID-STD-Y1). PRESSURE SECTION VIEW CONTROLLER TO MASTER VALVE. DIAMETER DOWNSTREAM OF THE SENSOR.
BACKFLOW PREVENTER LF828YA , ®a , MASTER VALVEC r FLOW SENSOR REGULATOR 2" MAX) SCALE:3l4"=1'0" S IDW POC BF 01 SCALE:1"=1'-0" S-IDW-POC-FS.MS.-04 '4 SCALE:3/4"=1'-0" S-IDW-POC-FS.MS.-03 , SCALE:1 112"=V-0" S-IDW-POC-PR-01 \ REFERENCE NUMBER: ., REFERENCE NUMBER: REFERENCE NUMBER: REFERENCE NUMBER:
` 0 0 0 0 0 0 0 0 0 0 0 \a, 't. 1 if 1.
'\> "y 111=1=1.11111111111111111MINMArt e
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♦ f 0 © 0 6"MIN. LEGEND:
1. UVR,HIGH IMPACT RESISTANT
f\ \,\,f\\ rtr
►•"� -I A \/ /\\ 0 .I :.'''"*�'.. ' All0 18•MAx. LEGEND: PLASTIC BODY WITH 6"POP-UP o // //// s // // "\/ r 0° 1. PLASTIC VALVE BOX IN/ LOCKING INDICATOR STEM. \ \\ \\ \\ \ \ it ► . u' i>, i' Il Il��I r �I a • _ • W " . 16" \'\\ , \,v\/,�� � � / / ,I /�� I'a' r' '� �r"iy-ss► �y►- ► c3 COVER,ETCHED QC (CARSON OR EQUAL). 2. LONG,II4 DISTRIBUTION TUBING \ \ _ \- / P�1 � 'Fitt•- - 2, FINISH GRADE rr, .,
o a •Lio o.. : gyp... //J////7 0.1 .f/ '// / •-•lam I �• ►� " w WITH SELF PIERCING CONNECTION. �.- / ' f • •�i rs.�v:.vr , 0 / `. . JJ rr r� /.', ' \f\f\ I /\r� \.{ w 0 \' \ _�_���' !�' !t-��C_ Yf1i1i• //// •� • 000 • .00�•�000 I Ohsife4
4. FINISH GRADE.
MN
\ � i kali:
•• •• c / /\ J I� 7• ►- `� ,`/\\/\ \/ f/ /,/)> 4. STAINLESS STEEL SCREW CLAMP,MIN-(3) �♦�►♦j♦IIv .�rs 44,7♦♦\f brimeir.000%:.
c " �tl� r a �♦ ♦♦ ♦ 5. MULCH LAYER,SEE LANDSCAPE �/ • • al // "' • ���7Ci • c� r o_« '000U•�.C7oC.too� \\ \ \\ `\\ �\; \ PLACES. -� !'♦ N ♦I\/• �•9 �,:' / \/`\ \ \ \ \ •♦�►♦ ♦♦ ♦�'?i♦♦♦i PLAN.i' . • •��,. •• c \ .',\j' \f / /i"�\/ "C\ • �rN 0 , r 5. 3/4'WASHED GRAVEL ROCK,6'MIN DEEP. .�♦��r♦♦j ♦♦j♦ ♦e♦e♦♦j�ei♦ i / / �.•• +�+�•`«••.�•• ...« «+.1 �' ,', /A//\ r. /' / -//A//.. .//.. /.,/ z �\\ , \ /\/ \\/� 6. SCH.$0 PRE MANUFACTURED SWING JOINT I♦��j♦�' ♦ OIL`♦I.♦'�♦I4♦♦I�j 6. NATIVE SUBGRADE, I / I i 0 0 00 0 0 u, \\ : I I ,v• •\ \ RISER ASSEMBLY(SPEARS). 7. 5HRU6ANDGROUNDCOVERAT \4 020 VI - e 7. PRESSURE SUPPLY LINE FITTING. \ \\f\\/ f\\ \/r\\/r\\/\\\f\\f\\f\ MATURE SIZE. • 15. PRESSURE MAINLINE. \�'`• *,,••. •,,�` /\, / / / / '/ / / LEGEND. ' \ ,' mop
� / ',:..'\\f\f 8. PRESSURE SUPPLY LINE ff\ `\\\\\\` \ `s,, 8. EDGE OFWAIKWAY/CURB. 1, MULCH BED. 16. PVC SCH.80 TEE. to /h>x`. .y ` r;•; • •" / / 9. #4 REBAR STAKE(24"LONG).PAINT OR �' / / / (7I-\"//1 140 0 0 ,� © 0Q 17. PVC SCH.80 ELBOW. / / \ \ . a \r\ /r \ \ 0
2. FINISH GRADE. ,, / f / f / STRAIGHT RISER STABILIZER(RS 24,VIT ;\,�\�r\f\ \ \ \
3. PVC LATERAL LINE,SIZE PER PLAN. 18.19. F LTER FABRICC SCH.80 E. 140N) i/' /\//\/r°\� \\/\\/\\\\/`\/�j PRODUCTS). \f\ff f\f\ \ \f/
4. AUTOMATIC CONTROL VALVE PER IRRIGATION PLAN. ( - OP _ \//\f/;\ \// ` 10, MULCH-SEE PLANTING PLANS. / /f // /f f f / /f LEGEND: 10. CONTROL 1 COMMON WIRES FROM CONTROLLER. 5. PRESSURE REGULATING,QUICK CHECK BASKET FILTER. 20. 1/4"X 114"WIREMESH. 111 i�� 12, FILTER FABRIC(MIRAFI 140N) �\\.\ \r \ \ \\`\ jf\'1. ELECTRIC CONTROL VALVE. 11. PVC SCH 80 NIPPLE. 6. WATERPROOF WIRE CONNECTORS PER IRRIGATION • _ 1 "� /\/\f\/ /\/f\//\f�/\ 8"
2. RECTANGULAR PLASTIC VALVE BOX W/BOLT-DOWN 12. PVC SCH.80 ELBOW. SPECIFICATIONS. NOTES: //\\`//\\/r\\//\� V / / / /COVER-HEAT BRAND VALVE STATION NO.ON LID IN 2" 13. WIRE CONNECTOR- 7. PILOT WIRE. A. INSTALL VALVES MIN.OF 2'APART,AND A MIN,OF 2' Q NOTES: �\\\\\�j\\/.�\f�\\/ `\ \\f�\\\�.\ HIGH CHARACTERS. 14. PVC SCH.80 TEE. 8. YELLOW PLASTIC CHRISTYVALVEI.D.TAG. A. PLACE AGGREGATE PRIOR TO ` / / // '/ / / / / IFROM STRUCTURES AND HARDSCAPE IN SHRUB \�\\ \\\\f\ .. \\/\\/\\/\\f\\r
3. APPROVED YELLOW PLASTIC CHRISTY VALVE I.D.TAG. 15. COIL WIRES PER SPECIFICATIONS. 9. 3/4"WASHED GRAVEL ROCK,6" MIN.DEEP. INSTALLATION OF VALVE BOX. ` / / / /\ '�1 V /\/\/\/> kr
4. FINISH GRADE. 16. FILTER FABRIC(MIRAFI 140N) AREAS. /\f\/f\/,/\ \, /,i\/f\/J\ ./, 5, PVC UNION FOR SERVICING ASSEMBLY(TYP). 17. 1/4"X 114"WIREMESH, 111. RECTANGULAR JUMBO. BRICK SUPPORT,(4) ESIZE VALVE BOX w/BOLT DOWN B. PQUIRED. LACE 3/4"CRUSHED GRAVEL PRIOR TO \\/i`/,. //�/,f\///\\//\\`
6. PVC LATERAL LINE,SIZE PER PLAN. NOTES: COVER PER SPECIFICATIONS WITH STATION NUMBER INSTALLATION OF VALVE BOX. ill
7. COMMON BRICK(4)REQUIRED. PRINTED ON IT. C. PLACE VALVE BOX AT RIGHT ANGLE TO ADJACENT ()SECTION A. USE TEFLON TAPE OR TEFLON PIPE HARDSCAPE OR STRUCTURE.
8. COMMON WIRE TO OTHER VALVES ON SAME 12. PVC UNION FOR SERVICING ASSEMBLY. D. USE NON HARDENING TEFLON PIPE SEALANT ON ALL CONTROLLER. DOPE ON ALL PVC TO PVC OR METAL 13. BALL VALVE. ('�9. 3/4'WASHED GRAVEL ROCK,6"MIN.DEEP. ION TO PVC MALE PIPE THREADS. 14. CONTROL WIRE EXPANSION LOOP. THREADED CONNECTIONS. SUBSURFACE S C N.T.S. -t: REMOTE CONTROL VALVE REMOTE CONTROL DRIP VALVE QUICK COUPLER VALVE POP-UP DRIP INDICATOR SCALE:1"=1'-0" S-IDW-VAL-CV-05 SCALE:1"=1'-0" S-IDW-VAL-CV-06 ' SCALE:1 1/2"=1'-0" S-IDW-VAL-QC-01 SCALE:3"=1'-0" S-IDW-DRIP-DRIP-04 REFERENCE NUMBER: ,,, ;. REFERENCE NUMBER: REFERENCE NUMBER: REFERENCE NUMBER:
0 0 0 0 0 LEGEND: '�`' I 1. PVC SUPPLY HEADER FROM REMOTE CONTROL IRRIGATION DRIP VALVE,SIZE AS NOTED ON IRRIGATION PLAN. 12 I-T-�T-T___T 1 \
2. DRIPER LINE WITH INTEGRATED CHECK VALVE PER IRRIGATION PLAN " �' I i I \ •;o EMITTERS AND SPACING BETWEEN LINES AS PER IRRIGATION LEGEND.
I ' 0 © I `���� \ �Q' 3. MANUAL 1/2"FLUSH VALVE,MODEL AS NOTED ON IRRIGATION PIAN, 0 3 ri �` d 0 zo I I I INSTALL IN PLANTER AREA AT LOW END FARTHEST POINT FROM VALVE m LEGEND' = 4 -----1 L�-- o = I i ``, \ ON BOTH ENDS.SEE DETAIL THIS SHEET. �, t ! " z a I fi" • N ♦I �' N I I o ���, �� 4. PVC EXHAUST HEADER,SIZE AS REQUIRED(3/4'MINIMUM),CONNECT r ' /7 •#' ♦♦ 1. 4-INCH LOCKING GRATE.
II It w �� \ N; Is�s,Iei....i..�t z i = } ----
I a I. �� \ DRIPLINE TO PVC WITH PVC TEES AND COMPRESSION FITTINGS.GLUE 1"SEE NOTE'A' , "�►►.a'4:j" w _, 2. BUBBLER: RAINBIRD 0.25 GPM. 0 I it II _ \\ 0 ALL PVC-TO-PVC CONNECTIONS.OPTIONAL:QF HEADER(RAINBIRD) \'�/\\�. \�'\\�\\\`�`' "' NOTES: TREE 3. ROOT ZONE WATERING SYSTEM, �{ I `' 5. PVC COMPRESSION FITTINGS FOR ALL DRIPLINE-TO-DRIPLINE '�%/ \ \ A. BOX TO BE INSTALLED 1"ABOVE PLAN DIAGRAM -^ \ CONNECTIONS. """' "i // i FINISHED GRADE FOR SOD OR010 SCALE: N.T.s. WITH RISER,SWING ASSEMBLY, /.t �/ /
'I • II "�ii ' �� /\) \ \\ ARTIFICIAL TURF AND FLUSH LOCKING GRATE,CHECK VALVE, a ------_s=_- Tr/ r \.* Ott \ 5 6. PLANTER AREA-SEE PLANS. 0 r . -- _ - - hh �r \ 7. EDGE OF PLANTER AREA. .f �, f\\f\ WITH FINISHED GRADE FOR O 1/2"MALE NPT INLET AND ' �2 TREE CONDITION T 4 ,I Ft
II \ 8. PVC FITTINGS,TYPE AND SIZE AS REQUIRED.GLUE ALLVC-TO PVC X /f /�/f\� HYDROSEED OR HAND SEED.
N BASKET CANISTER). ®P1FAT=1'o 12 �A� i- ��»=r o` I CONNECTIONS,USE COMPRESSION FITTINGS FOR ALL \�► /� % B. TOP OF BOX FLUSH WITH SEE IRRIGATION LEGEND \s'i
---\, \ PVC-TO-DRIPLINE CONNECTIONS, z � it• •=. " 7.ii.40..r }i• % .'• \'/\ MULCH,TAPER FINISH GRADE 1 .- �` "' � / 't� ' 't ,:m \� 1I2 AWAY FROM BOX BACK TO /f\�j// �I u ,/ .� Q4. FINISH GRATE.
9. PVC TO DRIPLINE FITTING. • s '• • t / __, l�� 10. 3/4"PVC NIPPLE,LENGTH AS REQUIRED. /.• - '�'�''.,�• •+;.-�'.: � \� STANDARD MULCH DEPTH. �\ \�`:■� 0 5. CHECK VALVE. 12 •%, � ,. \ ` •'- `Ir \0 /f=p :. �� i 6. PEA GRAVEL FILL. 11, DRIP INDICATORS,SEE DETAIL THIS SHEET.PROVIDE ON EACH SIDE \ r 0 OF SUPPLY HEADER IF OVER 100'OF LENGTH. \//\/r/\�f\//`//\//\ //\ �\//\f/\// � \ \ INSERTA I 12. REMOTE CONTROL DRIP VALVE. /\/�/' \/��/\�/\ ,, // ; , \ 7. 1/2-INCH PVC SCH 80 NIPPLE.
13. DRIPLINE,EMITTERS AND SPACING BETWEEN LINES AS PER �\ SECTION // \�`\� \/\ 0 8. 1/2-INCH 90-DEGREE ELBOW. %�r+--_" " " a �/ } � 0 9. 12-INCH SWING ASSEMBLY. ,,� I IRRIGATION LEGEND. / \ \ ,/� 14. TIE DOWN STAKE,SPACING AT 2'O.C.MAX. / \� 1 �'rt� \ O 10. 1/2-INCH MALE NPT INLET. 0 / I /I I 15. FINISH GRADE. • --- -�'•+� / I 16. TREE&ROOTBALL BOX PER PLANTING PLAN. ■i..... ► 011. PVC SCH 40 TEE OR ELL. 0 0 0 0 I 3 LEGEND: \ - ��„ M 17. ROOT WATERING SYSTEM OR BUBBLER.SEE DETAIL THIS SHEET. / \ t r « \ 12. LATERAL PIPE. �►► .. . . `� n " 1. 1I2 DIAMETER DRIPLINE. 6. MULCH-SEE PLANTING PLANS f\,/ � \ I !�':! �E�h�tt���I i��I f _ �i I 18. PROVIDE 12 CLEAR AROUND ROOTBALL BOX WITH DRIPLINE PER THE " 18" 4 - 0 13. 2-INCH BASKET WEAVE CANISTER. w trZ�ww✓taveilAi�L� rur�uI I .\ VIZi 2, 112 MANUAL FLUSH VALVE w/COMPRESSION 7. LONG FLEX POLY-PIPE TO DIRECT FLUSH. /\�`\= Mom' / / / / ,/ .>~' I FOLLOWING SCHEDULE:(AS tNDICATEp ON DETAIL 1). CONNECTION. 8, COMMON BRICK(3)REQUIRED /\ \ 14, ROQTBALL " °'� 1 \\;•\ \\f�\j I i �/ n 24"BOX,48"SQ CLEAR MIN. / ` �"��'" // //// / a 3. 10 DIAMETER PLASTIC VALVE BOX WITH GREEN LID TV 9. SUB-GRADE \ \ �\ Noirr /�\//�//,\�`j/ � \//.,,*� /\\l�\\ram Y ii 36"BOX,60"SQ CLEAR MIN. 4. 3/4'WASHED GRAVEL ROCK,6"DEEP. 10. FILTER FABRIC(MIRAFI 140N) , //j �\ I L J 48"BOX,72"SQ CLEAR MIN. 11. TURF-SEE PLANTING PLAN A//\/ 0 �'- 19. INSTALL TWO EMITTERS PER VINE INTO DRIPLINE,EXTEND wl 1/4" 5. FINISH GRADESECTION SECTION RGM ENTI n. TUBING w/DIFFUSER BUG CAP PER DETAIL FOR INSTALLATION. •Ati ft.
wa 13 scAE:1"=, a. @PLAN- ;7, 20. BUILDING WALL . :`
SUBSURFACE DRIP LAYOUT AT RECTANGULAR OR IRREGULAR PLANTER MANUAL FLUSH VALVE DEEP ROOT WATERING SYSTEM Know what s below. SCALE:AS NOTED s-IDW-DRIP-DRIP-02 SCALE:1 112"=I'-Q" S TDW-VAL FV-01 °' SCALE:1 1I2"=1'-0" S-IDW-BUB-0I Call before you dig. REFERENCE NUMBER: REFERENCE NUMBER: \ .".` REFERENCE NUMBER: $gyp MO. �2/4-12 ACCT 421-8203 BENCH MARK NO. REVISIONS PLANS PREPARED BY ,ANOSCA DRAWN BY: APPROVED BY: C PROJECT NO.
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD 7rumwT%)\ ITY C UPLANDDESIGNED BY:
° �� GPD 9S2 i('Y-iV SHEET ARCHEERA FE 1", ., t -PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA ... _ �►(iy
07 24 -* CHECKED BY: ,]RC R.C.E.�.�f�Z L- 3. 3 aI Dels RECOMMENDED BY: RECOMMENDED BY: 27 OF 40 SHEETS LANDSCAPE ARCHITECTURE AND PLANNING y \cP� 11lflU24 �4 RECOMMENDED BY: I R R I GAT I O N DETAILS 1 DRAWING NO, 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, ,9T [fate �.e t CALIFORNrA 91730 PH:(909)484.2800 1� 0 C Aft*O ELEV. 1 ENGINEERING STAFF LAND VEL PMEN &TR4 ORTATION Page P> i4?$379
i
LEGEND:
1. 10"ROUND PLASTIC VALVE BOX&
COVER MARKED•BV" LEGEND:
2. FINISH GRADE.© ,/ 12 rwatiN‘Allillks � ■ • . ' 1. WALL-MOUNTED CONTROLLER PER PLAN. :i1I 3. BALLVALVE■ E ! ATTACH TO WALL W1114"LAG BOLTS&LEAD \�\�/ I I \rr /,`y "' 4. 3/4"WASHED GRAVEL ROCK,6 MIN.DE • SHIELDS. 2 PVC SCH.80 CONTROL WIRE SLEEVE FROM
ii \%/�/ L' Q '\/ //% 5. SCH.80 PVC THREADED UNION. CONTROLLER TO OUTSIDE PLANTING AREA. �� \/ 4 . •1 6. SCH.80 PVC THREADED FEMALE t IlA
3. FINISH GRADE.
' 4. WEATHER PROOF J-BOX. \ \ �, + 1• �� �' ADAPTORS(2). 2 a 5. SWEEP ELL FOR CONTROL WIRES. `'`/ t 1/ /f TOP VIEW 7. SCHEDULE 80 PVC THREADEDLEGEND:
\�, .14 a 4 6, SWEEP ELL TO 110 VOLT POWER SOURCE: •�` 1 t t t1 Ih 1(, NIPPLE(3 LOCATIONS): d 1. WIRELESS WEATHER SENSOR.LOCATE . - _ ill u - o 'ris POWER SUPPLY AND CONNECTION TO r ,z ♦ \��\,,,,\`\,\�/ OS U�`' +4 z 8. 12"SDR GREEN PIPE EXTENSIONS. 0 CONTROLLER PROVIDED BY OWNER. 1 IN AN AREA WHERE SENSOR IS EXPOSED
1.; �: �-• © IN j//\//\//\//\ �\ `/4// / N TO WEATHER CONDITIONS PER \/\f\/\r 1 / /\ \�\ (LENGTH AS REQUIRED) 7. LOW VOLTAGE CONTROL WIRES TO REMOTE �' •i Y •, •�• ��■ \//\//°\//\\/� \\ \�j// /; 9 8X2X4 COMMON BRICK(3j 4 CONTROL VALVES., 20 MANUFACTURER'S RECOMMENDATIONS. • � �"t �� •!'• \ \ \\ \ 10. MULCH-SEE PLANTING PLANS
8. INTERIOR BUILDING WALL. 2. MASONRY WALL,FENCE,OR BUILDING •�i4.. ..�•.....�• •,�• .•4... 4r.. tr, \. \ \ \ 2 ,• ••a ►er •o• ••• ••• ♦ -)• ••• i +r +i // // //// / I FA o FASCIA,SECURELY MOUNT SENSOR PER
11. F LTER BRIC(MIRAFI 140N) • o . , 0 MANUFACTURER'S RECOMMENDATIONS.
TO CONTROL.ANC. � � /\'% /'� NOTES:
` • --• 3. WIRELESS SENSOR WIRED TO ADJACENT MONITORING EQUIPMENT LEGEND.. - \\/\\/> \\/
1. SUB-METER. 5. UNION NUT. /\//\//. / / 0 A. PLACE AGGREGATE PRIOR •��'\�' \`` ��'r ��' \ti'\`•'\�'\ \ 6 RECEIVER CONTROLLER.CONNECT TO \ 6. PVC MIPT ADAPTOR. %\/\/\ / TO INSTALLATION OF VALVE //`///// �\\\\ Q ?o ;I, W MULCH,TAPER FINISH \ B. INSTALL AIR VENT UPSTREAM OF WATER METER PER MANUFACTURER'S SPECIFICATIONS. \ ��r\ ° �' , GRADE 11/2"AWAY FROM \//\\./ ////\ / \ `/'//\/i\.//, BOX BACK TO STANDARD /.f✓ CONTROLLER WIRELESS WEATHER SENSOR SECTION VIEW MULCH DEPTH.
a IRRIGATION SIB-METER B VALV SIZE ,� ALL E 2 S E AND SMALLER INTERIOR WALL MOUNTED ATTACHED TO BLC?G. OR WALL SCALE:1 1/2"=1'-0" S-IDW-POC-MET-01 SCALE:1 1/2"=1'-0" S-IDW-VAL-BV-01 SCALE:3/4"=1'-0" S IDIN CSYS-CNTRL-13 SCALE..1/2"=1'-0' S-IDW-CSYS-SNSR-02 REFERENCE NUMBER: ''..„,„, ,„ : REFERENCE NUMBER:
REFERENCE NUMBER: � REFERENCE NUMBER:
AS
REQUIRED TRENCHING NOTES:
0 0 A. BELOW PAVED AREAS A MINIMUM OF 6"LAYER OF CLEAN EARTH SHALL BE 6" iV INSTALLED ABOVE AND BELOW PIPING.
TY'1 B. PROVIDE MINIMUM COVER OF 24"ON PRESSURE SUPPLY LINES 3"AND !Am 11:z LARGER.:.
0 r C. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM OF 10'HORIZONTAL0 �1 � ` SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES WHERE LINES CROSS,PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH LEGEND: IRRIGATION SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY ini / MOP\ '\ SIDE OF RECLAIMED WATER LINE.. 01. PRESSURE COMPENSATING MODULE //a0
mier ',,// / 0 D. BUNDLE WIRES WITH TAPE EVERY 10'. 10-32 THREADED INLET WITH BARB WEEKLY ITEMS:
OUTLET EMITTER AND PC DIFFUSER WEEKLY
NOTES:' CAP. 1, VISUALLY MONITOR IRRIGATION SYSTEM FOR SUDDEN LINE BREAKS OR HEAD DAMAGE.
TRENCHING SECTION ��,,�� ,"eeeee ".04 2. MULCH LAYER,SEE LANDSCAPE PLAN.
A. ALL SLEEVES TO BESCH.40 PVC. 11 11111/1 e10� B. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. #44 111 j11I�el111p, 3. FINISH GRADE. MONTHLY ITEMS:
1 1r1014R1
C. ROUTE SLEEVING'ALONG ACCESSIBLE RAMP, j1s"�`1�11� i' r�jI r 4. POLYFLEX RISER AND 112"MALE D. PIPING UNDER PAVEMENT SUSCEPTIBLE Tfl TRAFFIC LOADS REFER TO CITY •I.4$44.+4il► *j14�►I4! ADAPTER ASSEMBLY:RAINBIRD /\,\/ , %' SECTION. /\// //\', \/ � \//\/\/�//�,� 4 LEGEND. .,, ,,0. \\ \\ \\ \\ \\ ^, \\ \\ \\ 2. INSPECT RAIN SENSOR TO INSURE PROPER SHUT OFF OPERATION. n n /,� '4\4 /,,/\ \ •', \////// / /` 5. PVC SCHEDULE 40 TEE. %` ------" APWA AND CITY STANDARD NOTES: \\ \\ \ \ 6. PVC LATERAL PIPE. , N ,///// /\ / / //,\/// 7. COMPACTED SUBGRADE. 3. FOR DRIP SYSTEMS,EXAMINE AND CLEAN ALL FILTERS,REPLACE FILTER SCREENS IF NECESSARY. /,\� \ A. IRRIGATION PIPES UNDER ROADWAYS SHALL BE INSTALLED 36 DEEP, \\\\\°'�\\\ \ ,`� \ �\. 5 MANUALLY FLUSH EACH DRIP VALVE.PERFORM A WALK-THROUGH TO LOOK FOR SIGNS OF PLANT 6" , SLEEVED,AND IDENTIFIED WITH MARKING TAPE INSTALLED 12"FROM THE 7 ///\\,.\,//\'/./N \./,✓ .//\/ `, WATER STRESS.ADJUST,CLEAN OR REPLACE EMISSION DEVICES AS REQUIRED. 111 SURFACE IDENTIFYING THE TYPE OF LINE WITH APWA STANDARD TAPE. \ \/\ \/ /` \ 0 B. FTYPOR DOMESTIC STATING CAUTION WATER LINE BURIED BELOW IN BLUE. \ \ \\ \ III 1 \\ \ \\, \ U ALL REPLACEMENT PARTS AND EQUIPMENT AS NEEDED SHALL MATCH ORIGINAL EQUIPMENT OR AN APPROVED SLEEVI NG SECTION C. FOR RECLAIMED STATING'CAUTION RECYCLED WATER LINE BURIED BELOW' \)/\\/f� \//\/\//�//j EQUAL(CITY LANDSCAPE ARCHITECT APPROVAL).
IN PURPLE. %�/)/ ,,./ \//., / //,.
D. SLEEVES SHALL BE SCH.40 PVC 2X THE DIAMETER OF THE PIPE BEING h QUARTERLY ITEMS:
SLEEVED.
I LEGEND: 8
' 7. NON PRESSURE LATERAL LINE SLEEVE`-SIZE TWICE ;//\'f/\`/\'//'N✓./ `'/ '/ v' ',//\//\`//\\' 1. ADJUST IRRIGATION CONTROLLER PROGRAMMING AS NECESSARY TO ACCOMMODATE FOR
2. NON-PRESSURE P LATERALY LINE. DIAMETER OF NON-PRESSURE LATERAL LINE. /\��/f/\//\/\///\\�'�\//./i///;~ SEASONAL WATER NEEDS.
2. PRESSURE SUPPLY LINE. ,.. //, //, // •
3. CONTROL WIRES. 8. PRESSURE SUPPLY LINE SLEEVE-SIZE TWICE 1 4. CLEAN BACKFILL-90%COMPACTION REQUIRED. DIAMETER OF PRESSURE SUPPLY LINE.
5. 6"MIN.SAND BEDDING AND SHADDING. 9. CONTROL WIRE SLEEVE-SIZE PER PLAN,INSTALL
6. 2"MIN.OF CLEAN EARTH, ADJACENT TO PRESSURE SUPPLY LINE.
10. P. XERI/PC EMITTER TO VINE
11. HARD HARDSCAPEAPE PER CONSTRUCTION PLANS.
' TRENCHING AND SLEEVING - FROM PVC T{ POLYFLEX RISER IRRIGATION MAINTENANCE NOTES SCALE:1/4"=1'-0" S-IDW-POC-TR.SL.-01 SCALE:3"=1'-0" S-IDW-DRIP-PTP-05 SCALE:N/A S-IDW-MAIN-0i REFERENCE NUMBER: 'd REFERENCE NUMBER: .,. REFERENCE NUMBER:
04 1 ( 0 1
Know►what's below.
Call before you dig, o .. ACCT421-8203 $tDiO.2. 2� (2
-- DRAWN BY: PROJECT NO. (2-
BENCH MARK NO, REVISIONS PLANS PREPARED BY --osCApFq� APPROVED BY: c \Y/ F LiLOCA 1 (�IV. MARK DATE INITIAL DESCRIPTION DATE APPVD AND O Krum,y9 I T 1 P L g2,?j3g 1 - �2 m�a • �` DESIGNED BY: .. .• • a. �! GPD �/l /� Y Z� SHEET ARCH
M fir F -PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA �TERRA4)
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DES } R.C.E. �,,,,' �"� _ E N G ROJP _ 4 aI Date
LANDSCAPE ARCHITECTURE AND MANNING , s 11/01/24 `.� 1 RECOMMENDED BY: RECOMMENDED BY: OF 40 >,� Date IRRIGATION DETAILS 28 NO.SHEETS
RECOMMENDED BY;
10221-A TRADEMARK ST:,RANCHO CUCAMONGA, ® " • CALIFORNIA 91730 PH:(909)484-2800 ....r► TLC OQ/ _ -1 �� of c A��
ELEV. ENGINEERING STAFF LAND EVELOP T&T NSPORTATION Page R -6$379
CRITICAL ANALYSIS DATE 9/6/2023
JURISDICTIONAL ENTITY:City of Upland
CONTACT PERSON: PH. NO.:
MAXIMUM PRESSURE
DEMAND VALVE NO.: 8,7 IRRIG. TYPE: Dripline GPM: 14.0 STATIC WATER PRESSURE AT WATER METER 95.0
WATER EFFICIENT LANDSCAPE WORKSHEET SIZE DESCRIPTION GPM LOSS Non-Residential Landscape Projects 2 SERVICE LINE 25 0.24: GPM 0.06 Length PSIloss/100' GPM
1 WATER METER: 14.0 1.10
Reference ETo for the area ETo= 54.7 1 SUB WATER METER: 14.0 2.50 1 BACKFLOW PREVENTER: 14.0 12.00
Estimated Total Water Use (ETWU): 1 MASTER VALVE 14.0 1.50 ETWU is calculated using the following formula: (Eto)(.62) (ETAF)(LA) 1 FLOW SENSOR: 14.0 0.50 lrrigatton' ETAF x Estimated Total 1 PRESSURE REGULATOR: 14.0 5.00 Hydrozone#/Panting Plant Irrigation ETAF Landscape Area Water Use 1 1/2 GATE/BALL VALVE: 2 14.0 0.25 Description Factor(PF) Method Efficiency (PF/IE) (sq.ft-) Landscape (ETWU) Quantity GPM (IE) Area GallanslYr
1 REMOTE CONTROL,VALVE: 14.0
Regular Landscape Areas 1 1/2 MAINLINE: 121 0.59 14.0 0.71 HZ1-Low/Moderate Shrubs 0.40 Dripline 0.81 0.49 7,246 3,578 121,354 Length PSIIoss11fl0' GPM Loss 1 LATERAL LINE: 31 1.74 8.0 0.54 HZ2-Moderate Trees 0.40 Bubbler 0.81 0.49 475 235 7,955 Length PSI loss/100' GPM Loss HZ3-Low Shrubs 0.20 Dripline 0.81 0.25 2,582 638 21,621 3/4 LATERAL LINE; 78 2.42 5.0 1.89 Totals 10,303 4,450 Length PSIloss/100' GPM Loss Estimated Total Water Use in gallons per year, ETWU Total 150,930' TOTAL PVC LATERAL LINE LOSS 3.14 Max.Annual Water Allowance in gallons per year, MAWA Total 157,237 PVC LATERAL LINE FITTING LOSS (10%) 0.31 TOTAL FRICTION LOSS. 26.4
MAWA calculation: (Eto)(.62)[(ETAFxLA)+((1-ETAF)x SLAM MAWA-ETWU= 6,307 ELEVATION AT METER: 1238.0 HEAD ELEVATION 1238.0 Estimated Acre Feet per Year 0.46 ELEVATION DIFFERENCE 0.0 x 0.433 0.00 ± 0.0 Pass/Fail = Pass PSI REQUIRED AT HEAD: 30.0 ETAF Calculations
TOTAL PSI REQUIRED (SYSTEM DESIGNED PRESSURE 56.4 All Landscape Areas
Total ETAF x Area 4,450 REGULATED PRESSURE AT POC(IF APPLICABLE): 69.0
PRESSURE REGULATOR OR BOOSTER PUMP
Total Area 10,303 Average ETAF for Regular Landscape Areas must be Average ETAF 0.43 0.45 or below for non-residential areas. RESIDUAL PRESSURE(MUST BE POSITIVE): 12.6 f MWELO VVORSEET PRESSURE LOSS CALC. s
I CONTROLLER WATER SCHEDULE-PLANT ESTABLISHMENT PERIOD
AVERAGE RUN TIMES(MINUTES PER DAY)
- Infiltration Min. Mina Min. Min. Mina Min. Min. Min. Min. Mina Mina Min. Total Total Valve Rate Inches Sun Sun Exposure Slope #of a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day Annual Valve Annual Valve Area # Equipment I.E. Plant Material Water Use K.r Soh Per Hour Amount Exposure Factor Percent Days P.R. Jan. Feb. Mar. Apr.- May. June July Aug. Sep. Oct. Nov. Dec. Valve# Minutes G.P.M. Gallons' Sq.Ft. _
1 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Part Sun North 1.00 1.0% 15 1.85 2 3 4 5 6 7 8 8 6 4 3 2 1 875 1 875 52 2 Subsurface Drip 0.81 GC&Shrubs Low 0.20_Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.48 9 12 16 18 23 27 30 29 24 17 11 8 2 3,358 6 20,146 1,197 3 Subsurface Drip 0.81 GC&Shrubs Moderate 0.50_Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.40 26 35 48 55 70 79 89 87 72 51 32 24 3 10,014 4 40,056 952 4 Subsurface Drip. 0.81 GC&Shrubs Low 0,20 Sandy Clay Loam 0.33 , Part Shade Southwest 1.00 1.0% 15 0.58 7 10 13 15 19 22 25 24 20 14 9 7 4 2,794 1 2,794 166 5 Subsurface Drip 0.81 GC&Shrubs Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.44 23 32 43 50 63 72 ` 81 79 66 47 29 22 s 5 9,139 5 45,694 1,086 6 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.39 11 15 20 23 29 33 37 36 30 21 13 10 6 4,129 6 24,774 1,472 7 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.41 10 14 19 22 27 31 35 34 28 20 12 10 7 3,933 6 23,596 1,402 _ 8 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.37 11 15 21 24 30 35 39 38 31 22 14 11 8 4,376 7 30,631 1,820 9 Subsurface Drip 0.81 GC&Shrubs Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 0.38 27 37 50 58 74 84 94 92 76 54 34 26 9 10,603 2 21,206 504 , 10 RWS Bubbler 0.81 Trees Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 3.85 3 4 5 6 7 8 9 9 8 5 3 3 10 1,052 3 3,156 75 11 RWS Bubbler 0.81 Trees Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 1.0% 15 2.07 5 7 9 11 14 15 17 17 14 10 6 5 11 1,953 ' 7 13,674 325 Monthly Evapotranspiration Rate 2.1 2.9 3.9 4.5 5.7 6.5 7.3 7.1 5.9 4.2 2.6 2.0 _Totals ' 52,225 48 226,601 9,051 Run Time Formula=2*(60*E.T.MONTH)"PLANT FACTOR*EXPOSURE FACTOR/(PRECIPITATION RATE*NO.OF DAYS*IRRIGATION FACTOR) Infiltration Rate and Slope shown for reference only, 54.7 Annual Evapotranspiration Rate(ETo) NOTE:
1.The water schedules are provided as guidelines only and are to be modified according to individual plant needs and as the weather or water requirements change. i 2.It is based on the monthly evapotranspiration rates for City of Upland,CA.
3.Contractor to verify run times with actual field conditions,adjust controller as needed,monitor schedule during the maintenance period,and verify controller settings with the manufacturer's representative for this region.
4.This schedule does not account for multiple run or soak cycles within the same day.Contractor to adjust the program as needed to eliminate water run-off.
CONTROLLER WATER SCHEDULE-ESTABLISHED LANDSCAPE
AVERAGE DAILY RUN TIMES(MINUTES)
F
Infiltration Min. Min. Min. Mina Min. Min. Min. Min. Min. Min. Mina Min. Total Total Valve Rate Inches Sun Sun Exposure Slope #of a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day a Day Annual Valve Annual Valve Area # Equipment LE. Plant Material Water Use ICL Soil Type Per Hour Amount Exposure Factor Percent Days P.R. Jan. Feb. Mar. Apr. May. June July Aug. Sep. Oct Nov. Dec. Valve# Minutes G.P.M. Gallons Sq.Ft. 1 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Part Sun North 1.00 0.01 15 1.85 1 2 2 2 3 3 4 4 3 2 1 1 1 438 1 438 52 2 Subsurface Drip 0,81 GC&Shrubs Low 0.20 Sandy Ctay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.48 4 6 8 9 12 13 15 15 12 9 5 4 2 1,679 6 10,073 1,197 3 Subsurface Drip 0.81 GC&Shrubs Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.40 13 18 24 27 35 40 45 43 36 26 16 12 3 5,007 4 20,028 952 4 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Part Shade Southwest 1.00 0.01 15 0.58 4 5 7 8 10 11 12 12 10 7 4 3 4 1,397 1 1,397 166 5 Subsurface Drip 0.81 GC&Shrubs Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.44 12 16 22 25 32 36 41 40 33 23 14 11 5 4,569 5 22,847 , 1,086 6 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.39 5 7 10 11 14 16 18 18 15 11 7 5 6 2,064 6 12,387 1,472 7 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.41 5 7 9 11 14 16 17 17 14 10 6 5 7 1,966 6 11,798 1,402 8 Subsurface Drip 0.81 GC&Shrubs Low 0.20 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.37 6 8 10 12 15 17 19 19 16 11 7 5_ 8 2,188 7 15,315 1,820 9 Subsurface Drip 0,81 GC&Shrubs Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1.00 0.01 15 0.38 14 19 25 29 37 42 47 46 38 27 17 13 9 5,301 2 10,603 504 10 RWS Bubbler 0.81 Trees Moderate 0.50 Sandy Clay Loam 0.33 Full Sun- Southwest 1.00 0.01 15 3.85 1 2 2 3 4 4 5 5 4 3 2 1 10 526 3 1,578 75 11 RWS Bubbler 0.81 Trees Moderate 0.50 Sandy Clay Loam 0.33 Full Sun Southwest 1,00 0.01 15 2.07 2 3 5 5 7 8 9 8 7 5 3 2 11 977 7 6,837 325 Monthly Evapotranspiration Rate A 2.1 2.9 3.9 4.5 5.7 6.5 7.3 7.1 5.9 4.2 _ 2.6 2.0 iTotals 26,113 _ 48 113,300 9,051 Run Time Formula=(60"E.T.MONTH)*PLANT FACTOR*EXPOSURE FACTOR/(PRECIPITATION RATE*NO.OF DAYS*IRRIGATION FACTOR) Infiltration Rate and Slope shown for reference only. 54.7 Annual Evapotranspiration Rate(ETo) NOTE:
1.The water schedules are provided as guidelines only and are to be modified according to individual plant needs and as the weather or water requirements change.
2.It is based on the monthly evapotranspiration rates for City of Upland,CA.
3.Contractor to verify run times with actual field conditions,adjust controller as needed,monitor schedule during the maintenance period,and verify controller settings with the manufacturer's representative for this region.:
4.This schedule does not account for multiple run or soak cycles within the same day.Contractor to adjust the program as needed to eliminate water run-off. ': ' CONTROLLER CHART
Know what's below.
Call before you dig. ACCT421-8203 sib NO. 2024-f 2-
BENCH MARK NO. REVISIONS PLANS PREPARED BYDRAWN BY:
e �- APPROVED BY: PROJECT NO. titli(SruCmift-iik.-->v. CITY LIF UPLAND QLOCATfON: MARK DATE INITIAL DESCRIPTION DATE APPVD yrfe ,les. (i���4�da ��..�� DESIGNED BY: _�7 t IDDrWi TE
_mm (.0 . r `mow r�c,4 GPD TOM THQMAS MAGNOLIA PLAZA SHEET,.‘,...„11 . . -PUBLIC WORKS DIRECTOR DATE
1 07 t CHECKED BY: R.C.E.la-lot.. L 3.5 :SI P _ r► . Si 24 g JRC •. •"ai Date
LANDSCAPE ARCHITECTURE AND PLANNING '4 11iav24 �� RECOMMENDED BY: RECOMMENDED BY: 29 OF 40 SHEETS �`� D,te Q RECOMMENDED BY: • IRRIGATION CHARTS CALCS 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, DRAWING NO.
CALIFORNIA 91730 PH.(909)484-2800 - .6` O -✓ '�"� g F C Auk
ELEV. ENGINEERING STAFF 6ND D 0 MENT&TRANSP TATION Page RE-43-0 379
MULCH NOTE: PLANTING LEGEND:
CONTRACTOR SHALL INSTALL A 3"'LAYER OF CHIPPED MULCH IN ALL SHRUB AREAS.MULCH SHALL BE'WALK ON CHIPS'AS MADE BY EARTHWORKS,RIVERSIDE,CA, TREES CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE WUCOLS QTY DETAIL CONTACT LEFO PHORORO(951)782-0260.SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S
APPROVAL
411 T-01 Carols occidentalis Western Redbud 36"Box Per Plan Standard L Zone 4 4 AIL-4.3 LIMIT OF WORK O RK - 411 T-02 Citrus x limon'Eureka' Eureka Lemon 15 Gaf. Per Plan Standard M Zone 4 8 B/L-4.3 ,
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0 AM F. ,_.o .� o • ! • fie . ` 1 1 1 1 1 r r 1 r r r -.1 MD Muhlenbergia dubia Pine Muhly 5 Gal Per Plan - L Zone 4 50` D/L-4.3 �: \ I;� • • c ♦ ♦ ♦ ♦ T T T 7 T T T T T T �� ,. (� �'� A ' A � 0 A A A p ► • ♦ /�� /�� ♦ 1 - _, 0
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Z :.N. I \ / .I -a W 0 -_.. _.--.__-_ . - ___---_._. RI Rosa floribunda Iceberg' Iceberg Rose 5 Gal. 30. O.C. -- L Zone 4 30 D/L-4.3 ` \ _ _ PC EW IL
Z o 11SG Salvia cleve(andii Cleveland Sage 5 Gal, 48"0.C. L Zone 4 18 D/L-4.3 \ / ~ •
' ILl SHRUBS CODE' BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE WUCOLS QTY DETAIL 0 El ' DI / I „"" e (!) de" y I' ® j 1 XS-01 BOUGAINVILLEA, Existing Ito Remain ' ' " " ' " 1 VINES CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE WUCOLS QTY' DETAIL . I , el
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`.'a««*•+ CC2 0 ' Clytostoma callist 'aides Violet Tram et Vine 15 Gal Per Plan =- M Zone 4' 2 F/L-4.3 `. w Nr = Yt e9 P . FIBER OPTIC LINE +a
4 � ♦ � ;7,6.
- Q r` RL Rosa banksiae'Lutea' Yellow Banks Rose Espalier 15 Gal; Per Plan -- M Zone 4 3 F/L-4.3 �� * . ♦ I I I I I I I I ►�Aik li I:
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r ♦ CD EW j SS ' .i. I� ��. " s. ,�► rr, 11 AM 14 1 AM Achilles x Moonshine Moonshine Yarrow 1 Gal. 18 0.C. -= L Zone 4 305 EIL-4.3 ir Ley. 28 = I I
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SIP N. 41100�0 a ice" re° .1 ®� liMwb 4 r.►��► 4f °�D 011410;44 .` .;//7/' BB Bouteloua gracirs'Blonde Ambition' Blonde Ambition Blue Grams 1 Gal. 24'O.C. -- L Zone 4 52 EL-4.3 461:04-0
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DL CD ZR CD DL ZR CD ZE EC SS . 10 51 19 11 23 11 18 5 1 6 16 - ® CD Carex divulsa European Grey Sedge 1 Gal. 18"O.C. -- L Zone 4 647 EL-4.3 r
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I Ceanothus x'Centennial' Centennial Wild Lilac 5 Gal. 36 O.C. L Zone 4 13 E/L-4.3 �isaa riiir/rriiiiiriiiiiiliiairri/ii,,viiiTI
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II LIMIT OF WORK
11 I I t I I .
PLANTING NOTES, DL Dianella revoluta'DR5000' Little Rev.'" Flax Lily 1 Gal 18"0.C. - L Zone 4 208 EIL-4.3 PLANT SPACING NOTE: '
1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES."QUANTITIES AREAS SHOWN ON PLAN,ON-CENTER SPACING AS SHOWN ON LEGEND.CONTRACTOR TO VERIFY QUANTITIES' BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE OWNER)REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES AREAS SHOWN ON PLAN,ON-CENTER ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND.LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR SPACING AS SHOW Ym Y Y Rye ON LEGEND: CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL EC EI us condensates'Canyon Prince Canyon Prince Wild R e 5 Gal. 36" --O.C. L Zone 4 77 E/L-4.3 TO INSTALLATION. PLANT MATERIAL,AT NO ADDITIONAL COST TO THE OWNER,AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR
2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. LINEAR AS INDICATED ON PLAN OR LEGEND.LANDSCAPE ARCHITECT IS TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO • +
•
3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
INSTALLATION. *«+' *♦ EW Enogonum fasciculatum'Warriner Lytle' Warnner Lytle California 1 Gal. 30"0.C. - VL Zone 4 184 E/L-4.3 : . . Buckwheat
• •
4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.
5.. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS: O i __ AGRONOMICAL SOILS REPORT' O 0 LF Lepechinia fragrans Island Pitchersage 5 Gal. 36"O.C. L Zone 4 18 EIL-4.3
6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT,BUT NOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED.(SEE SPECIFICATIONS). CONTRACTOR SHALL BE PROVIDED A SOILS REPORT BY LANDSCAPE ARCHITECT,SEE DETAIL A,SHEET r~
7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. 1-4.4.CONTRACTOR WILL ADD AMENDMENTS TO SOIL BASED ON SOILS REPORT:CONTRACTOR TO THEN -.
TAKE AND PROVIDE A SECOND SOIL TEST AFTER AMENDMENTS'ARE ADDED TO VERIFY AMENDMENTS ARE "-t;�'l - �;;-;. ML Mulch @Citrus Grove 3"Thick Complete Available from 1,203 sf
8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR(4)SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT.THE SAMPLES SHALL BE TAKEN AT A DEPTH OF12' ADEQUATE. %; Coverage SoCal Mulch AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID.
9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS(SEE SPECIFICATIONS):THE CONTRACTOR SHALL SUBMIT A COPY \ \ PC Penstemon centranth'rfolius Scarlet Bugler 1 Gal 24"O.C. - L Zone 4 130 EIL-4.3 OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. LINEAR ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5'OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS,TO BE PLACED
10. SHREDDED MULCH INSTALLATION:INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS. ALONG CURBS,WALKS,AND WALLS.SEE DETAIL C,SHEET L4.3,FOR LINEAR ROOT BARRIER PLACEMENT.
SS Salvia spathacea Hummingbird Sage 1 Gal. 18"0.C- - M Zone 4 137 E/L-4.3
11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,INCLUDING REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS. TL Teucrium x lucidrys Hedge Germander 1 Gal. 18"0,C. - I Zone 4 277 E/L-4.3
13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. r,r,r,r,/
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN.WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST '\'.`.`�' ZE Zauschneria califomica'EveretYs Choice' Everett's Choice California 1 Gal: 18"O.C. -- L Zone 4 112 ElL-4.3 ri`r`r`r
BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW., SYMBOL LEGEND: PLAN CROSS REFERENCES: �`r�`l;f Fuchsia PHOTO SUBMITTAL NOTE: SHRUBS & GROUND COVER MASSING FOR NOTES AND LEGENDS, SEE THIS SHEET ZR Ze h ranthes candida Rain Lily 1 Gal. 12"O.C. -- L Zone 4 173 E/L-4.3 ALL PLANT MATERIAL,INCLUDING TREES,SHRUBS,AND VINES,SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT,VIA PHOTO SUBMITTALS,PRIOR TO FOR � n n r I n�� DETAILS, c c c c u c c P Y Y DELIVERY TO SITE. PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS I O I F Lr'1�T I I'% D LTA I LS, SEE L S I I L LT L-4.3 i SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS CALL-OUT ryy FOR AGRONOMICAL SOILS REPORT, SEE SHEET L-4.4 01 10' 20' 40' . ; ,. .' + SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO(LE.PERSON,MEASURING TAPE,ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM FINISH GRADE IN SYMBOL �r CONTAINER)AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO Fr A FOR PLANTING BOOK SPECIFICATIONS F NURSERY S SHIPMENT.REFER TO PLANTING SPECIFICATIONS FOR ADDITIONA R U REMENTS REGARDING QUALITY 0 N ERY STOCK.
L EQ I
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1 „ I Know what's below. QUANTITY
Cali before you dig. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.I SCALE: 1" = 10' 47 t ACCT421-8203
DRAWN BY LV air)Ne• 2424!(2, PROJECT NO.
BENCH MARK NO REVISIONS PLANS PREPARED BY ] APPROVED BY: CITY OF
U PL D
T1 9�\ j LOCATION:ION: MARK DATE INITIAL DESCRIPTION DATE APP'VD y� rua9�y\ S2.33g \ 77:scii-
\-0o Q� e� ��, DESIGNED BY:
L,� D _... aD _ ,' GPD /C ii TOM THOMAS MAGNOLIA PLAZA /7 �11 J 1TLL .,. .� ,. -1 -PUBLIC WORKS DIRECTORDATE SHE/E�T�}9 i CHECKED BYi R.C.E. ys COL L- 4. !DESIGN i � �, - *� JRC U ` RECOMMENDED BY: RECOMMENDED BY: 31 OF 4Q SHEETS LANDSCAPE ARCHITECTURE AND PLANNING _ \,p /01 ,k- �ina / RECOMMENDED EtY ` �i10221-A TRADEMARK ST.,RANCHO CUCAMONGA, C�CAUFORN1As1T30PH:(sos)ass-z800 rFOQ` DRAWING NO. 0 ELEV. # ENGINEERING STAFF ( LAND VEL PMENT TRA ORTATION Page 26730379 I
LINEAR ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5'OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS,TO BE PLACED ALONG CURBS, WALKS,AND WALLS.SEE DETAIL,SHEET L-4.3,FOR LINEAR ROOT BARRIER PLACEMENT. ri LF BB SS LIMIT OF WORK I I 5 7 18
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LIMIT OF WORK
PLANT SPACING NOTE:
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN,ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO
VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE OWNER,AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR LEGEND.
LANDSCAPE ARCHITECT IS TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
SYMBOL LEGEND: PLAN CROSS REFERENCES:
,i 0 . SHRUBS &GROUND COVER MASSING FOR NOTES AND LEGENDS, SEE SHEET L-4.1 . ( 0 '•':: :- PHOTO SUBMITTAL NOTE:
0 ALL PLANT MATERIAL,INCLUDING TREES,SHRUBS,AND VINES,SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT,VIA PHOTO SUBMITTALS,PRIOR TO CALL-OUT FOR PLANTING DETAILS, SEE SHEET L-4.3 . ` DELIVERY TO SITE. PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT FOR AGRONOMICAL SOILS REPORT, SEE SHEET L-4.4 TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD SYMBOL .. of 10' 20' 40' /5,-,0:,4 •404 ,11\ INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO(LE.PERSON,MEASURING TAPE,ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM FINISH GRADE IN CONTAINER) FOR PLANTING S PEC I F I CATIO NS, SEE BOOK SPECIFICATIONS Know what's below" AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT.REFER TO QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2 <: , r :� ,, ,'. � PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.2 SCALE: i" = 10r Call before you dig. ACCT421-8203 Sib NO. 2024'I IZ.
BENCH MARK NO. REVISIONS PLANS PREPARED BY _ _ DRAWN BY: LV PROJECT NO, �vscAp APPROVED BY:
LOCATION: MARK DATE INITIAL DESCRIPTION DATE APP'VD �O�'A Krunty�,��9 CITY O F UPLAND (y 2 iip-,10#,\•.. ,,,,,::‘,
�_`" �,a� Sao y.i\ DESIGNED BY: - uOZ�✓� ra �'� GPD 1/"7 L7 SHEET _.. t • �� ' �- - J --- .-PUBLIC WORKS DIRECTOR DATE TOM THOMAS MAGNOLIA PLAZA ARC lI RRA _ �l _ ;,g a JRC
CHECKED BY: R.C.E.T.S7G"L L T"� — Al +'aID•N RECOMMENDED BY: RECOMMENDED BY: - 320F 40 SHEETS 10221.CAPE ARCHITECTURE AND PLANNING F cP 11101s PLANTING PLAN 2 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, ...
v, �`,� pats �.%'/I RECOMMENDED BY; • DRAWING NO. ' — CALIFORNIA 91730 PH:(909)484-2800 ` i.4. �Q`� 41 ELEV. _id �.� OF cAL/ 1 1 ENGINEERING STAFF LAND •EV LOPMENT&TRAN PORTATION Page MAP 379 1 PREVAILING
/'/'/"/ r / / / / / / / / / r"f'/'r'/'r'r'r'/ /
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-. 1, COMPACTED S B G -� ��,. \,:,:,_ U RADE. ram;`' �' > - / I % �\\ III�I[11 �� 2. PLANT PIT TO BE 2 TIMES THE WIDTH OF ROdT BALL.SET ROdT ,\;\ ` :--_ =- r {r/, 0 \\/1`�. / i�I f llil ,• .• -- -- = I %/� \ \ fl Q� f �\, = I�(If � \ - BALL AT UNDISTURBED NATIVE SUB-GRADE _ %.'/4�\;\; �+`i t 4i► ! /� 0 F ; I 0 ` = r = :��1�1,� 3. BACKFILL PER PLAN. ;• ; ; '- j�1'/�r4,,,\;\0Q ���,/� _ k.3.= -== Iiii, ..4. 3 MULCH LAYER. ,\ \ \ _ - - _ \A 0 } b ; = = , 5. DUCKBILL EARTH ANCHORS@SEE SCHEDULE BELOW FOR :'�/; `\! CIIIIIIIIIN4
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,i I \ �`// , 6. STAINLESS STEEL GUY WIRES PER ROOT BALL MODEL TYPE r\fi\ / = - \f\;. \/ 0 O \ %\\VZ
�=- - REQUIRED. • \ - - - - \ \ " 0 `V \ / / '. �- � %4!, . 7. STRAP AND HAND RATCHET PER ROOT BALL KIT MODEL TYPE `f\r\,\ ' ' ' ' ' ` %%/%`%%`/\,`r`;`r` PLAN VIEW 0 ,� ® • // i/ a+u a °. . . REQUIRED. \.�,,,\ \ , \ \
PLAN VIEW
.. / © :' .. .. 8. TREE TRUNK. -- / / ; / rrrr / 9. ROOT BALL.
ENLARGEMENT 12 /\ \`! \ \ \ \ \ \ \ \ \r , ,r ----e, PLAN WITH GRATE -�- -'--` ,` r r , , `/`/`/`r /\r /\ / \ \\ \ . \ \ \ \ \ \ \ \ \ \ \ 10. POWDER-COATED"MEGA GRATE STAKE"MOUNTING BRACKET. 111
3"_ -o" ., 0 r r / / / / , r r / / f / f / 11. CAST IRON TREE GRATE(TREE GRATE PER CONSTRUCTION PLAN If- `".r-�'�/"� � , `f\ri\/i`i ri\/ i`r\/\r r\r` i 1 ), Ak r r r r f r r f r f r / f r r
0 / r r / r , r , '▪ / / f / f / 12. 11 t4 DIAMETER"MEGA GRATE STAKE". POWDER-COATED BLACK. $ �� \r r\/\ ` /\//`///▪/ \r/\i r\ \/ - Ng! „- ... / 0 rrr / r / / / / r r r f r ` 13. (4)BOLTS 5J16 X 2 CARRIAGE BOLTS WITH NUT AND WASHER �^+•- �4 • ., ,Emporrir k r / / / fr ,cfff f /f / 4 „,,,,,,\,,,,,,,,,,,,,,,,,,,,,
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�.{� tf�'► \,_� - i i i .i , \00:-..,,,...„.....w po Z t t \ ' /�`,/ r,`,/\r f`r,`r,ry'Aryrtir,r,,,�\',, ,/ DEL 40 RBK KIT-FOR TREES CALIPER TO 2"DIAMETER. ,; , /0,. a Are'i 1'i e.1«I'-� 3iili �i v ��'i A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ " 1 V tAlt,,, - 0-'� F z s�.:..= -y_: \/ ( _ 0 0f r r r r f r / r / rrr / / r iv , \\"/ KIT-FOR• 0 \ 11 " \ \ \ \ \ \ `' \ \ \ \ `• \ \ \ \ \ \ '` :9!
.r.v«4100:�L+.:11.r i. ,r.�l.o.i,i rAi, ° : A. INSTALL PER MANUFACTURER'S SPECIFICATIONS. /`\%\�%\\\/ >\\f\\/`\ \/,'14r f\�/\\ram\f'\\``\r\\/ ,, B. KEEP STRAPS CLEAR OF TRUNK. \ \ \ \ \ \ \ \ \ \ ' " " r„,r/\,r/�",/\//\//\,/,\/\�,\/\ r,�\/\ \/ /r.\/j\/ _„ _ .-- C. REQUEST GRATE STAKE HOLE ALIGNMENT TEMPLATE �` \„/ \\,°i�/N/ ,,,,./,�i�\, \`°'x\/?\,\/\;r \r\\/\\ // 'W. SECTION ENLARGEMENT AT TREE IN ADVANCE. 1, MUST BE OUTSIDE OF /\`���\ A/`\\/> /,\ \\,/ \\/\s,/�\��\ \,, GRATE/STAKE INTERFACE \ 0 ROOT BALL,ADJUST 0
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PER TREE SIZE A llik
0 ra TREE AT TREE GRATE W1 ROOT BALL GUYING AND METAL STAKING - 6011 BOX , 13_ SCALE:3B"=1'-0" S-PLA-TREE-17 / / REFERENCE NUMBER:
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/� / '�/ - \r \� K\ `\ \V*' r''r`r''/\ \\rrr`'r�'/\ \'r\r`'r`'e``r`r\r\r`✓\`r`r r\'r`r .\/\//``r , �' ` \ �, � / � � � / / �' / \ („ r / / / / / / / / / / rrrr / r / / rrrr / rrr / // rrrr ..._..,.. . rrrr ,,\ \• .� \ \ \ \ \ \ \ \� \ r / / rrrrrrr / rrr / rr / rrrrr / r / . rrr 01 \ °\ ,\\r/1\\r/\\\f�\\��/\`\l/\\�\\\//r`\\'r//r\\/'\\//f\��\\\ �/� 0 / / / / / / r / / `�ti/ / / / /�/�/ti{\/�/ti/�./ /*ti/\/\r�/\" .///\//\/jr/ ..... . _ .._ . \''• \//\ '/\ \ �\ `� \/\ ` 5 $ rr ✓ / r / / / rrrr / / 7 ✓ / / / / / / / / / / / / , \/`//\�/\\/�\�\`/ \ � � /ir..//, /f, t ;t, /\/\r \/\/ ,/\/\/\/\,/\/\;\/\/\/\/\/\/\/\./\/'\/\/\,/\,/\ ti Q LEGEND:10 \r/ �j\/j\/j\r .,,. \ \ �7 . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \' 0 V t UNDISTURBED NATIVE SOIL. /\\/;\// /f\\� ::;t :,` \� \\�� 4 / / / / / / r r / / / / / / / / / / r / , , / / / , / SECTION ` \ \ . \ \ \ \ AD \ \ \ \ . \ . \ \ ,� \/\ \ \\ \ r / r . rrrr / r ,, / / / / / r / rrr / / 2. BACKFILL MIX PER PLANTING SPECIFICATIONS. \./`\ ` \ \ r / / / / / / r r / / r / / rrr / / / / / r / / / / / t,,.hsX' 3. FERTILIZER TABLETS PER PLANTING SPECS. 4 ///\T/f.'lr,/'rr, ''r+' / \•r \ \ \ N. \ \ \ \ \ \ \ \ \ \ \ \ \ V \ \ \ N. \ \ \ \ \ \ \ v \,A\ \ \ \ LEGEND: / / / r / / r r / / / / / / r / r / / / / r / / / / r / r ^' �'' 4. PLANT PIT TO BE TWICE ROOT BALL WIDTH AND \\r\ 0 + co /r/\/� \r\/ /`/\/\/\/\/\✓\/\/\/\/\/ r\/\/`r\/\/\/\/\7% /\/�
1. CINCH TIE AS MANUFACTURED BY V.I.T.CO.(2)PER POLE.SEE SPECIFICATIONS.NAIL TO TREE STAKE wi \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ FLUSH WITH THE BOTTOM OF THE ROOT BALL. rrr / rrr / / r / r / rrrr / / r / rrr / rrrr SECTION_ 1"GALV.ROOFING NAIL(4)REQUIRED. o /\/``/\/ /\/\/\/`/\r\/`"/\/\/'`/\/\`/\/\//\'r\/\/``/\r\'/'r /\/\/\ I� �i
5. 3"BERM TO FORM WATERING BASIN.
2. 2"DIA.x 10'LODGE POLE PINE TREE STAKE,(2)PER TREE.LOCATE OUTSIDE ROOT BALL ` \ \ `. \ \ ' \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 LEGEND: 13 q rrrr rrr / r ✓ rrrr / / r / r i r r / / rrr / / %..1y, 6. ROOT BALL. 1. GALVANIZEDTURNBUCKLE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
3. CONTAINER ROOT BALL SET 2'ABOVE F.G. / / r / rrr / r r / / r / r r r r r / rrr / r / r / / 0 , 7. FINISH GRADE.
4. TEMPORARY 3"BERM TO FORM DEPRESSED WATERING BASIN.ALL SIDES. \/\/\/\r\,\/\r\/\/\r\/\r\/\/\/\/\r\/\/\/\r\r\r\/ /\r\/\/\/ \"i'� r 8. SHRUB PER PLANTING PLAN, 2. DUCKBILL EARTH ANCHORS.PLACE AT 90"TO GUY WIRE. \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \.
5. PREPARED BACKFILL MIX PER SOIL REPORT RECOMMENDATIONS. \ / / ... +� �* �*+�*� -/ m+ �,...r �++ IN / 0 3. AGRIFORM FERTILIZER TABLETS PER SPECIFICATIONS.
9. MULCH LAYER,SEE PLANTING PLAN FOR TYPE AND 4. NATIVE SUBGRADE.
6. FERTILIZER TABLETS AND QUANTITY PER PLANTING SPECIFICATIONS. a ,, THICKNESS. 7, PLANT PIT TO BE TWICE THE ROOT BALL WIDTH AND FLUSH WITH THE BOTTOM OF THE ROOT BALL PER /�. ` �„� ��!► /�`�A4°�e♦ i►,►��o� ••. 5. RUBBER HOSE OVER WIRE AT POINT OF CONTACT.
PLANTING SPECIFICATIONS. 1. 3 7'6"MN.VE SOIL.
7.-6"MIN. �o r�Q*`i*�`r�'�j�r�oi���oi. �.���!o��e•••'4.,"4+. 6. GUY WIRE PER MANUFACTUYRER'S.MULTIPLE-STRAND GUY WIRES EQUALLY SPACED A..DI,.�/ / i�Olwi�i!Iw•:/� +I1..4t a i�i e / `eEE.COVER w/ " +
9. MU8. DLCH LAYER SEEISTURBED PLANTING PLAN FOR TYPE AND THICKNESS.USE WOOD MULCH WITH 3'-0"D€A.INLEGEND: r \r%/\\r/\ i ` /\\`//\/ 7. 3"HIGH EARTH BERM WATERING BASIN PVC .
DIA TUBING,LENGTH 3-0"t.
TURF AREAS. OFMAXIRV 1. 24"DEEP x 0.080 THICK LINEAR STYLE ROOT BARRIER. �`\// `/\\f/�\``j 8. PLANT PIT TO BE 2 TIMES THE WIDTH OF ROOT BALL.SET ROOT BALL ON UNDISTURBED / // // //\ NATIVE SUB-GRADE.
10. FINISH GRADE. PLACE BARRIER,IN TRENCH wl THE VERTICAL RIBS © i ::: j\\ \ 9. BACKFILL MIX PER SPECIFICATIONS.
11. TREE PER PLANTING PLAN. e ° FACING TOWARD TREE AND ALIGN IN A STRAIGHT /\// f/\� 4 \ \::::::'� : d . \ \\\ 10. MULCH LAYER SEE PLANTING PLAN FOR TYPE AND THICKNESS.
Ir 44 4 FASHION.USE HARDSCAPE EDGE AS A GUIDE AND / " = %am\/ 11. MULTI STEM TREE PER PLANTING PLAN.
BACKFILL AGAINST THE BARRIER TO PROVIDE A \ \ \ \/ j\/\/\/\""/ \/\ 12. FINISH GRADE.
NOTES: Q CLEAN FIT.TOP OF BARRIER TO EXTEND TO 1"BELOW ./\//\\//\//\//\//\//\ff/\//.\/,/ NOTES: 13. ROOT BALL SET TWO INCHES ABOVE FINISH GRADE.
A. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL wl WATER FROM HOSE.DO Q a m , . g OF CURB FINISH GRADE(WHICHEVERBETOPOF MULCH 0 \\ /'''r//\\\\�/r/\\\/�/��/�\ \\ `\f`\/// A. UNTANGLE MATTED ROOTS BY LOOSENING ALL NOT CRACK ROOT BALL \�- HIGHEST). ROOTS AT EDGE OF ROOT BALL wl WATER FROM NOTES:
B. PLACE FERTILIZER TABS IN PLANT PIT PRIOR TO PLANTING FOR OBSERVATION PURPOSES. .'0 ,-.\- C. 2. TREE TRUNK LOCATION(CANOPY SHOWN AS DASHED i HOSE.DO NOT CRACK BALL OF ROOTS. A. INSTALL GUYS HAND-TAUT TO PREVENT DEFORMATION OF LIMBS.
SET STAKES PERPENDICULAR TO PREVAILING WINDS,DO NOT STAKE THROUGH ROOTBALL 0 \r ,j\/i CIRCLE).TREE PER PLANTING PLAN. B. PLACE FERTILIZER TABS IN PLANT CONTAINER B. INSTALL PER MANUFACTURER'S SPECIFICATIONS. / // ,/r / SECTION
0 \ \\ \\ \\\/\' _ 3. ADJACENT HARDSCAPE OR CURB PER PLAN. PRIOR TO PLANTING FOR OBSERVATION PURPOSES. 1r/\ /\/\/ "" 4. PLANTER AREA MULCH PER PLANTING PLAN. /\\ \\\/\\ '\ , '/ h 5. VERTICAL RIBS-
DOUBLE STAKE TREE PLANTING goary1, -Totc VIEW /�\,\/, /f\// COMPACTED SUB-OP BADE7. STANDARD TREE GUYING FOR 15-GAL. TO 36" BOX SIZE N 24" DEEP TREE ROOT BARRIER - �. } SHRUB PLANTING FOR (36" BOX AND LARGER) SCALE:318"=1'0" P TOMT 58 SCALE:II4"=1'0" S-PLA-TREE-15 SCALE:1"=1'-0" S PLA SHRB-01 SCALE:318"=1'0" S-PLA-TREE-03 REFERENCE NUMBER: A REFERENCE NUMBER: REFERENCE NUMBER: REFERENCE NUMBER:
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LEGEND: NOTES: CONSTRUCTION PLAN. �Ij�we .7•N-en .i-
1. BACK OF CURB OR EDGE OF PAVING. A. ALL SHRUBS AND GROUNDCOVER 2. NATIVE SUBGRADE.
VINE PER DI AAITIAIA DI AN REMOVE NURSERY' 7
2. PLANT LOCATION. SHALL BE PLANTED AT EQUAL SPACING '""' '"' `AN TING"'"' `A ",EMOVE STAKE 0 0
(TRIANGULAR)UNLESS OTHERWISE 4. VINE ROOT BALL, INDICATED ON PLANS.SEE PLANTING
LEGEND FOR SPACING REQUIREMENTS. 5. PLANTING PIT TO BE TWICE THE SIZE OF THE NOTES:
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4 TRIANGULAR SHRUB & 7• FERTILIZER TABLET PER AGRONOMICAL SOILS. . � 8. BACKFILL MIX PER PLANTING SPECIFICATIONS.
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Know what's below. � $ GROUNDCOVER SPADING r VINE AT WIRE MESH FENCE Call before you dig. SCALE:1 1/2"=1'-0" S PLA-GC-04 ;` SCALE: =1'0" S-PLA-VINE-13 REFERENCE NUMBER: - . REFERENCE NUMBER:REFNOTE Sib ND.20Z4-1 Z ACCT421-8203 BENCH MARK NO. REVISIONS PLANS PREPARED BY A i3SCa,i�:\ DRAWN BY: APPROVED BY: PROJECT NO.
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l-+ p -+ '-PUBLIC WORKS DIRECTOR DATE /� -- f~I - of 2a ' CHECKED BY: JRO R.C.E.tir10Z► _ L- 4,3 - � � -itk,,,,„ RECOMMENDED BY: RECOMMENDED BY: 32 ©F 40 SHEETS LANDSCAPE ARCHITECTURE AND PlANN4NG y cP� 1110,ii24 �� RECOMMENDED BY: 47 PLANTING DETAILS ai Dal. �
10221-A TRADEMARK ST.,RANCHO CUCAMONGA, 1 V Ai_ �'�/ DRAWING NO.
CALIFORNIA91730 PH:f9091484-2800 �a�-` - �' D,-- ELEV. , i --� �opc At.)F-" ENGINEERING STAFF ND OPM T&TRANS±RTATION Page 8$379
0 Architerra Design Group,inc. a y 4741 East Hunter Ave.Suite A 10221-A Trademark Street Way Anaheim,CA 92807 �. Main 714-282-8777°Fax 714-282-8575
Rancho Cucamonga CA 91730 ANALYTICAL www.waypointanalytical.com Project:City of Upland-Tom Thomas Magnolia Pla Reportse Oer: Clay t7 Purchase Order:Clay Street-DR Horton
City of Upland COMPREHENSIVE SOIL ANALYSIS Date Recd: 06/29/2023 Job#: 2236 Date Printed: 07/07/2023 Page: 1 of 1
Half Sat pH NO3-N NH4-N PO4-P K Ca Mg Cu Zn Mn Fe , °/' ECe ppm ppm ppm ppm ppm ppm ppm ppm ppm ppm Organic Lab No.
Sample Description-Sample iD dSlm 96 dry wE.
TEC Dual Sufficiency Factors
Lime
Site Spit 12 7.1 0.5 13 2 10 56 822 92 1.0 5.7 6 24 1.63 44845 49 Low 0.6 0.7 0.7 1.0 0.8 1.6 2.4 1.1 1.0 Saturation Extract Values Gravel% Percent of Sample Passing 2 mm Screen Ca Mg Na K B SO4 SAR Sand Slit Clay USDA Soil Classification Lab No. meq/L me !L megiL meglL ppm meq/L Coarse Fine Very Coarse Coarse Med.to Very Fine Q02-.05 0-.002 q5.12 2-5 1-2 0.5-1 0.05.0.5
, 4.2 2.0 1.4 _-0- 0.09 0.5 0.8 30.4 21.0 23.8 21.4 T_ 35.2 I 12.0 7.6 Very Gravelly Loamy Sand 44845 Sufficiency factor(1.0usufficient for average crop)below each nutrient value.N factor based on 200 ppm constant feed.SAR=Sodium adsorption ratio.Half Saturation%=approx field moisture capacity.Nitrogen(N),Potassium(K), Calcium(Ca)and Magnesium(Mg)by sodium chloride extraction.Phosphorus(P)by sodium bicarbonate extraction.Copper(Cu),Zinc(Zn),Manganese(Mn)&Iron(Fe)by DTPA extraction.Sat.ext.method for salinity(ECe as dS/m),Boron (B),Sulfate(SO 4),Sodium(Na).Gravel fraction expressed as percent by weight of oven-dried sample passing a 12mm(1/2 inch)sieve.Particle sizes in millimeters.Organic percentage determined by Walktey-Black or Loss on Ignition. •LOW ,SUFFICIENT , HtGH Page 4 of 4
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ANALYTICAL ANALYTICAL ANALYTICAL Anaheim Office Page 2 Page 3 Lab No: 23-180-0017 Architerra Design Group, Inc. Architerra Design Group,Inc.
July 12,2023 July 12,2023 July 12,2023 Architerra Design Group, Inc. Recommendations for General Ornamentals Maintenance Fertilization for General Ornamentals 10221-A Trademark Street
Rancho Cucamonga,CA 91730 Surface Soil Preparation for General Ornamental Turf,Groundcover,and Mass Planting Areas For turf,groundcover,and mass planting areas, uniformly broadcast sulfur coated urea at a rate of 5 lbs. per 1000 sq.ft..The first application should occur approximately 45 days after planting or after the first Project:City of Upland-Tom Thomas Magnolia Plaza City of Upland Job#: 2236 If feasible,prior to amending the areas where severe compaction exists,the surface soil should be mowing in turf areas,with repeat applications every 60-90 days or as growth and color dictate.In early ripped or tilled to a 9-inch depth.Uniformly broadcast and blend the following with existing soil to a 6- fall and spring,substitute a complete fertilizer such as 16-6-8,or equal,for the sulfur coated urea at the Attached are the results of the analysis performed on a soil sample that was collected from the above- inch depth. rate of 6 lbs. per 1000 sq.ft.to ensure continuing supplies of phosphorus and potassium.Tree and shrub mentioned project site from a 12-inch depth by the client and received by our laboratory on June 29, plantings can be maintained with the above fertilizers;however,the frequency between applications 2023.This sample was analyzed for nutrient levels,agricultural suitability,and physical characteristics in Materials Amount per 1000 sq.ft. should be every 120 days,with the first application 90 days after planting. Follow each fertilization with preparation for a new landscape installation. a thorough irrigation.When plants have become well established,fertilizer applications can be less **Nitrogen fortified organic amendment 4 cu.yards frequent.
Analytical Results and Recommendations (compost*or redwood or fir sawdust) Recommendations for California Natives
The reaction of the soil is slightly alkaline at 7.1 on the pH scale with qualitative lime favorably low. 15-15-15* 10 lbs.
These levels are within the range preferred for most plants and no pH adjustment is suggested. Organic content can be improved through the incorporation of 2 cu.yards of nitrogen fortified organic **For all turf areas, limit the organic amendment rate to 3 cu.yards per 1000 sq.ft.to a depth of 6 amendment per 1000 sq.ft. incorporated to a depth of 6 inches. No additional amendments are Salinity(ECe)and soluble sodium are safely low.The sodium present is properly balanced by calcium and inches. suggested for these types of plants. magnesium with regard to soil structure and water infiltration,as indicated by the safe sodium adsorption ratio(SAR)of 0.8. *Rates and fertilizers may have to be adjusted depending on analysis of selected compost. Tree&Shrub Planting Guidelines for California Natives Boron is safely low for general ornamental plants and may be below optimum for plant nutritional Tree and Shrub Planting Guidelines For General Ornamentals 1. Excavate planting pits at least twice the diameter of the rootball. purposes. Irrigation water in Southern California often supplies sufficient boron to meet plant 2. The top of the rootball should be at or slightly above final grade. nutritional requirements for that nutrient. However, if boron is low in the irrigation water and/or plants 1. Excavate planting pits at least twice the diameter of the rootball. 3. Organic material is not required in the backfill. show symptoms of boron deficiency after they are well established,consider an application of a product 2. The top of the rootball should be at or slightly above final grade. 4. Do not cover the original rootball with other soil. ideally,a temporary soil berm is often constructed containing boron at the manufacturer's label rate. Boron deficiency symptoms often include stunted or 3. Organic material is not required in the backfill;however,if you wish,the amended surface soil or a around the outer edge of the rootball to help channel water into the rootball and then into deformed younger growth and"tight"internodes. soil blend consisting of no more than 20%by volume organic matter can be placed in the upper 12 surrounding soil until roots are established in the backfill and the rootball is no longer the sole inches of backfill only. Soil below this depth should not contain any added organic matter because source of water for the plant.
In terms of fertility, nitrogen is moderately low.Phosphorus and potassium are low optimum.The of the threat of plant disease and/or anaerobic soil conditions developing. 5. Ideally,a weed and turf free zone, preferably 2-3 ft.in diameter,should be maintained just beyond remaining nutrients are well supplied. 4. Place slow release fertilizer tablets in the upper 12 inches of backfill at manufacturer's the diameter of the planting hole.A 2-4 inch deep layer of coarse mulch can be placed around the recommended rates.If fertilizer amended soil is used as a backfill the addition of slow release tree or shrub; mulch should be kept a minimum 4-6 inches from the trunk.
The texture of the soil represented by this sample is'very gravelly loamy sand'with gravel in the 2-12 fertilizer tablets is not necessary. mm range comprising over 51%of the soil by dry weight.This, in combination with a wide distribution of 5. Do not cover the original rootball with other soil. ideally,a temporary soil berm is often constructed Maintenance Fertilization for California Natives particle sizes in the sand category,indicates that the soil at this site may have a tendency to consolidate around the outer edge of the rootball to help channel water into the rootball and then into and compact.Soil physical properties can be improved by incorporating organic amendment at the surrounding soil until roots are established in the backfill and the rootball is no longer the sole Maintenance fertilization for California natives should be based entirely on color and growth provided rate and depth but only to a point.The estimated water infiltration rate,which may vary with source of water for the plant. performance.When needed,native plants can be maintained by broadcasting sulfur coated urea at the the degree of soil compaction, is a moderately slow 0.17 inches per hour.Organic content is moderate 6. Ideally,a weed and turf free zone, preferably 2-3 ft.in diameter,should be maintained just beyond rate of 2.5 lbs. per 1000 sq.ft. at 1.63%on a dry weight basis. the diameter of the planting hole.A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub; mulch should be kept a minimum 4-6 inches from the trunk. If we can be of any further assistance,please feel free to contact us. ;"\/./ Z.-
Joe Kiefer,CCA
4741 East Hunter Ave.,Ste.A Anaheim CA 92807 4741 East Hunter Ave.,Ste.A Anaheim CA 92807 4741 East Hunter Ave.,Ste.A Anaheim CA 92807 (714)282-8777 0 (714)282-8575 fax (714)282-8777 0 (714)282-8575 fax (714)282-8777 0 (714)282-8575 fax , .r
www.waypointanalytical.com www.waypointanalytical.com www.waypointanalytical.com