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Home My WebLink About1983-L j OWNER THE CITY OF RANCHO CUCAMONGA LANDSCAPE ARCHITECTURAL PLANS 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91729 FF FOR ARBOR LANE VICTORIA ARBORS DISTRICT NO . 1BCOMMUNITY FACILITIES VICINITY MAP GENERAL NOTES SHEET INDEX L - 1 TITLE SHEET L - 14 SHRUB PLANTING PLAN Al 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN L - 15 SHRUB PLANTING PLAN �Q.. LANDSCAPE ARCHITECT AND THE CITY. L - 3 CONSTRUCTION PLAN L - 16 PLANTING DETAILS 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 CONSTRUCTION DETAILS & STREET SECTIONS L - 17 ELECTRICAL - SYMBOL LIST, DETAILS, & FIXTURE SCHEDULE k 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 CONSTRUCTION DETAILS L - 18 ELECTRICAL - GENERAL NOTES h SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 CONSTRUCTION DETAILS L - 19 ELECTRICAL - SITE PLAN 210 FREEWAY L - 7 CONSTRUCTION DETAILS L - 20 ELECTRICAL - SITE PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L - 8 IRRIGATION PLAN L - 21 POLIGON GAZEBO DETAILS 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 9 IRRIGATION PLAN L - 22 POLIGON GAZEBO DETAILS BASELINE RD. 1-800-227-2600 Two WORKING DAYS PRIOR TO CONSTRUCTION. L - 10 IRRIGATION DETAILS L - 23 POLIGON RAILING DETAILS " 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL' L - 11 IRRIGATION DETAILS & PRESSURE LOSS CALCS CHURCH ST. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 12 TREE PLANTING PLAN FOOTHILL BLVD. 7. WALL HAVE FOOTINGS AN ED REINBY FORCING NSHALL NOT ENGINEER.BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 13 TREE PLANTING PLAN BEEN 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT PROJECT WIDE FLAT AREA AT THE TOE OF SLOPE. O O SITE 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT 10 FREEWAY ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY ft-ft DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER > > d > COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Q Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. > W 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. ..J [ Z�: 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: v * BETWEEN CITY--MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6' DEEP CONCRETE HEADERS w NOT TO SCALE * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6' DEEP CONCRETE HEADERS * BETWEEN CIN-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6' WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE MAINTENANCE RESPONSIBILITY MAP CONSULTANTS FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. BASELINE RD. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. MDS CONSULTING WITHERS & SANDGREN, LTD. CALCIVIC ENGINEERING B.J. PALMER AND ASSOCIATES * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 17320 REDHILL AVE., SUITE 350 3467 OCEAN VIEW BLVD, SUITE A 2160 PARNELL WAY 27122-A PASEO ESPADA, SUITE 921 A-- DIAL BEFORE YOU DIG IRVINE, CA 92614 GLENDALE, CA 91208 ALTADENA, CA 91001 SAN JUAN CAPISTRANO, CA 92675 1-800-422-4133 (949) 251-8821 (818) 236-3006 (626) 798-2828 (949) 4q7-2555 Z D CONTACT: STAN MORSE CONTACT: LACEY WITHERS CONTACT: IVAN CHIU CONTACT: BRUCE PALMER J IT SAFE AT LEAST TWO — Y DIAL PLAYBEFORE WORKING DAYS YOU 01GI PRIOR TO ---- EXCAVATING W SERVING NINE SOUTHERN CALIFORNIA COUNTIES - - PARK SITE F- - - - - > LANDSCAPE QUANTITIES t-u TOTAL SQUARE FOOTAGE: 89,328 sf -A,IICA -- - LANDSCAPE AREA: 59,132 sf HARDSCAPE AREA: 23,956 sf CHURCH ST. w - - SIDEWALK AREA: 6,240 sf COBBLE AREA: 1,843 sf DESCRIPTION OR REVISION DATE , m � CFD AREA TOTAL LF OF RETAINING WALL: 74 ft CITY OF RANCHO CUCAMONGA Y lz � w FURNISHINGS 0 Q W - -`` BENCHES: 23 >-4 VICTORIA ARBORS Q TRASH RECEPTACLES: 22 CFD 2001 -01 -- ARBOR LANE o BOLLARDS (PLAIN): 10 BOLLARDS (DOUBLE EYELETS): 20 BOLLARDS (SINGLE EYELET): 4 PEDESTRIAN LIGHT POLES: 23F Wirti��q�y�, APPROVED TREES ''tea �-► CITY G NE�6y G� RCE. 249 LAGERSTROEMIA 'MUSKOGEE' 14 DOW -- PINUS CANARIENSIS 54LW/Js ap . 3 u�� Withers and Sandgren, Ltd. PLATANUS X ACERIFOLIA 'BLOODGOOD' 66 * ne a ylr 4 DROM Landscape Architecture P L * ,� a NOT TO SCALE WASHINGTONIA ROBUSTA 14 sl PN/CD/JK/DN 3467 ocean Vier Boulovore, SuBo A OF CA1-�� Tob (616) 236-3006 Glendale. Cfga (0 8) 236-3066 WWW N06 LW g 3 slur'�a I ji I I I REFER TO LMD TRACT 16370, LOT C REFER TO LMD TRACT 16370, DEVELOPER I WALL LOCATION (TYP.) - REFER TO I' ow ? I INSTALLED/ PROPERTY OWNER MAINTAINED I "WALL PLAN, VICTORIA ARBORS TRACT w o I NOS. 16312-16314, 16369-16374 I STREET R.O.W. AT EDGE OF SIDEWALK, TYP. 00�7 I STREET CURBS, BY OTHERS I STREET LIGHT, TYP. C-8 / ! LIMIT OF- FJ C-6 _. I - I C-6 - .1...t.�. LIMIT OF WORK ellel..... _..�� ....�. ' . I ------- -- -__ --- - r _L_ (T PA I I ,��d ��a PA 29'-b' •,�/�- ——— — —— — --- = —__.__ PA — 1�-- ----- _1 --_---—- -'�_ -- — --- -- — — -- - - - - - - — ----- -- --� / — --- _ - --T�- / amp PA dm�me PA C- 18 PA - - - M ool �STDRMDRAIN'. — - C- 1 C- 14 —j C- 13 0- 19 C-2 C-4 4 ,2'-a' M. Al SIDES L.lJ C- 1 C- 12 C- 12 FIRE HYDRANT, TYP. C- 1 C-6 C- 10 Lij C-3 C• 1 ,r-B• M. Au SIDES C-3 C 10 C- 18 It M. Au siDEs C- 1 C- 10 -C- 16 C-2 C2 = - - - -a' _ 10C- 13 C- 10 C-2 PA - PA PAS W jlrl� - - PA P1► k Uj VIM z 0 0 a to — n J - _ - — - I - - - - P10 - J f 7 _ PA p p pI - _ t- - �' - � C- 1 2Vr-a' �a' r- a'-�' ti tir _ C-2 20Y 30' 2(Y �. 2r-a' �� —3' 12' 2r-a' 3a'-3 Q PA -- NItl2l0W2lD1S ^- 18 � ,V V r—— -�� / W-9r C- 19 I __ �� ®————— —eC—." �r �� r ' ' k N `i- 1`i I I 1 ( C-6 — I I �� -- - -- ,.r- -_ — C_ 19 i I I LIMIT OF WORK STREET LIGHT, TYP. C-g I _I I � c I TYP. C- 18 I I C-g x FIRE HYDRANT, TYP. `7 STREET CURBS, BY OTHERS i i REFER T0l LID TRACT 16373 PLANS o i i P C PARK, PLANS BY REFER TO LMD TRACT 16373, LOT C i i I w I I I REFER TO CFD 2001-01 II I I CONSTRUCTION LEGEND C- 1 ANGELUS ANTIQUE COBBLE CONCRETE PAVERS, COLOR: CHARCOAL, C- 12 DUMOR BENCH 118-60, SUPPORT OPTION S-2, COLOR: BLACK. STANDARD TEXTURE. PATTERN: I PATTERN. 80MM PAVER SET ON AVAILABLE FROM THE WAKEFIELD COMPANY, 949-552-1130. SEE CONCRETE BASE IN CROSSWALKS FOR VEHICULAR TRAFFIC. 60MM DETAILS A&C, SHEET L-7. 23 TOTAL. ACCEPTABLE IN PEDESTRIAN AREAS.AVAILABLE FROM ANGELUS INDUSTRIES, 909-328-9115. SEE DETAILS F&G, SHEET L-7. C- 13 DUMOR TRASH RECEPTACLE 84-32, COLOR: BLACK.AVAILABLE FROM THE WAKEFIELD COMPANY, 949-552-1130. SEE DETAIL D, C-2 18"CONCRETE BAND. COLOR: NATURAL,ACID WASH FINISH. SEE SHEET L-7. 22 TOTAL. DETAIL G, SHEET L-7. C- 14 CONCRETE STREET CURB. SEE STREET IMPROVEMENT PLANS. C-3 ARBOR WITH STEEL OVERHEAD STRUCTURE AND EL DORADO STONE VENEER PILASTERS. SEE DETAILS F, G, H, &I, SHEET L-6. C- 15 NON-LIT BOLLARD BY SOUTH COAST LIGHTING, MODEL #BOLNL-405, COLOR: BLACK.AVAILABLE FROM SOUTH COAST KEY MAP C-4 RAISED PEDESTAL FOR PUBLIC ART. SEE DETAIL C, SHEET L-6. LIGHTING, 949-387-1131. SEE DETAIL E, SHEET L-7. 34 TOTAL: 20 WITH WELDED CHAIN EYELETS EA. SIDE,4 WITH 1 EYELET. C-5 RAISED PLATFORM FOR GAZEBO. SEE DETAILS A&B, SHEET L-5. Iw C- 16 CYCLONE PEDESTRIAN LIGHT POLE, MODEL BASE UNE RDI L C-6 CONCRETE MOW CURB. SEE DETAIL C, SHEET L-4. PD12-14-SAA-BO4I-RAL9017TX-GFI, COLOR: BLACK, WITH GFI DESCRIPTION OF REVISION DATE AppRovm PROTECTED DUPLEX OUTLET AT BASE OF EACH POLE. CYCLONE I C-7 CONCRETE RAMP FOR ADA ACCESS. SEE DETAILS A& E, SHEET L-5. LUMINERE CP0915-F2AP-PR3N-LPC-100HPS-VOLT-82-RAL9017TX. CITY OF RANCHO C U CAM 0 N GA AVAILABLE FROM SOUTH COAST LIGHTING, 949-387-1731. SEE C-8 CUSTOM GAZEBO, MODEL GO�r�'18, "CARMEL OCTAGON',AVAILABLE ELECTRICAL PLANS AND DETAIL B, SHEET L-7. 23 TOTAL C} , �r � o � �� -� FROM POLIGON, (800)354-7721:'COLOR: EVERGREEN. SEE SHEETS L-21 KEY �� a VICTORIA ARBORS AND L-22, POLIGON GAZEBO DETAILS. DURALITE LIGHT-WEIGHT TILE C- 17 8'STREET CURB, SEE SHEET L-7, DETAIL H. o = BOLLARD CHURCH ST. A 61 ROOF, SLATE STYLE, COLOR: CLIFFSIDE.AVAILABLE FROM MONIER 0 - -�n ' �In - aur CFD 2001 -01 - ARBOR LANE LIFETILE AT 800-224-2024, EXT. 1596. SEE DETAIL F, SHEET L-5. C- 18 4'WIDE CONCRETE SIDEWALK, SEE CIVIL DWGS. BOLLARD WITH CHAIN EYELETS 4 J f TRASH RECEPTACLE SPC sr ate CONSTRUCTION PLAN C-9 EL DORADO STONE VENEER WALL WITH CONCRETE WALL CAP AND C- 19 GRANITE COBBLE PER CITY STANDARD#542, SEE DETAIL D, `Fof POLIGON RAILING TO MATCH GAZEBO. SEE DETAILS A&B, SHEET L-5 SHEET L-4 AND CIVIL DWGS FOR STORM DRAINS. r AND SHEET L-23, POLIGONC RAILING DETAILS. INSTALL PER APPROVED BY: DATE: MANUFACTURER'S INSTRUCTIONS. C'20 PROVIDE AND INSTALY"CLOSED-LINK GALV. STEEL CHAIN CITY ENGINEER RCE: 24953 4 BOULDER SCHEDULE ��,� BETWEEN BOLLARDS AROUND GAZEBO AS SHOWN. COLOR: :$ ED C- 10 0 CONCRETE WALK, LIGHT BROOM FINISH,WITH SCORE LINES AT 5'O.C. BLACK. SEE DETAIL E, SHEET L-7.AVAILABLE FROM SOUTH O Y DIAMETER BOULDERS �� 10' 20, 40' LW/JS Withers and Sandgren, Ltd. (SEE PLAN FOR EXACT LOCATIONS). SEE DETAIL A, SHEET L-4. COAST LIGHTING, 949-367-1731. ® =? DIAMETER BOULDERS DIRAWLandscope Architecture PAX ID = 1 ' R R 'r " 3 PN/CD/JK/DN 3487 Noon View Boulevard, Suffe A L - 2 C- 11 STAIRS Q GAZEBO PLATFORM. SEE DETAIL C, SHEET L-5. 8 DIAMETER BOULDERS THIS SHEET E E 1 20 Glendale, CA x1200 Teb (818) 236-3006 taxa (818) 234-306e CPA" NM LW 1 GI8 3 SHW Of t � REFER TO LMD TRACT 16370, LOT D t � t � \ t � � r � \ t � \ I � \ I I REFER TO LMD TRACT 16369, LOT A y RETAINING WALL BY OTHERS, SEE DETAIL F, \ ` SHEET L-7. ALSO REFER TO "WALL PLANS, i I VICTORIA ARBORS TRACT NO. 16312-16314, 16369-1637430, DETAL 10, SHEET L-15. 1 C- 18 \ I 4 WALL LOCATION (TYP.) - REFER TO FIRE HYDRANT, TYP. � � 'WALL PLAN, VICTORIA ARBORS TRACT STREET CURB, BY OTHERS NOS. 16312-16314, 16369-16374" i STREET R.O.W. AT EDGE OF STREET LIGHT, TYP. SIDEWALK, TYP. '' PA LIMIT OF WORK "_"".. ....._. C- 15 0/1 _....-- ----- .'�' ` t `7 - - ' i C-6 T iP. X� 9 it _ - -_ -� - ' j C-20 . t 11 _�____---- -- - ---- -- -_ - - - _ - m. -------- _ - PA - -_ _ _ _ __v ___ --_- -- TYP. C-2 � t _ -- - - -- -- -- - PA C. 19 TYP. C- 18 \PA. � . 1 SET BAND PERPENDICULAR M TO CURB (TYP.) CN - C- 14 C-5 C- 1 C- 13 tir-e M. ALL IDEA 1 —J C- 1 TYP. C- 16 C.2 C- 12 TYP. C-2 C- 11 - � �.._. �r-s' M. ALL sIDEs C- 10 C- 16 C- 10 PA -- W C-2 C-3 x PA. uj - PA. X PA - s k - - - - D - - -- - - - _ - _ - - n n - W J_. C- 1 TYP. J t PA J - m - _ PA C-2 TYP. .J 2(f Xf 20' � 213d 2r- _ 30' 27-e 1 r 4' - ' 4' 3 , f r 11 30' 2a' Q CiN (TYP. •8 � PA. LIMIT OF WORK ' �--- ---''� C-6 TYP. 38' 3W STREET CURB, BY OTHE t � CONSTRUCTION LEGEND ALL UES FIRE HYDRANT, TYP. C- 1 ANGELUS ANTIQUE COBBLE CONCRETE PAVERS, COLOR: CHARCOAL, C- 12 DUMOR BENCH 118-60, SUPPORT OPTION S-2, COLOR: BLACK. STANDARD TEXTURE. PATTERN: I PATTERN, 80MM PAVER SET ON AVAILABLE FROM THE WAKEFIELD COMPANY, 949-552-1130. SEE �\ CONCRETE BASE IN CROSSWALKS FOR VEHICULAR TRAFFIC. 60MM DETAILS A&C, SHEET L-7. 23 TOTAL. �� STREET LIGHT, TYP. ACCEPTABLE IN PEDESTRIAN AREAS.AVAILABLE FROM ANGELUS INDUSTRIES, 909-328-9115. SEE DETAILS F&G, SHEET L-7. C- 13 DUMOR TRASH RECEPTACLE 84-32, COLOR: BLACK. AVAILABLE PLANS BY OTHERS FROM THE WAKEFIELD COMPANY, 949-552-1130. SEE DETAIL D, PUBLIC PARK, C-2 18"CONCRETE BAND. COLOR: NATURAL,ACID WASH FINISH. SEE SHEET L-7. 22 TOTAL. DETAIL G, SHEET L-7. -- _ t C- 14 CONCRETE STREET CURB. SEE STREET IMPROVEMENT PLANS. C-3 ARBOR WITH STEEL OVERHEAD STRUCTURE AND EL DORADO STONE VENEER PILASTERS. SEE DETAILS F, G, H, & I, SHEET L-6. C- 15 NON-LIT BOLLARD BY SOUTH COAST LIGHTING, MODEL #BOLC-4 AST RAISED PEDESTAL FOR PUBLIC ART. SEE DETAIL C, SHEET L-6. LIGHTING, 949-367-1731. 49 36 -173 SEE DETAIL E, SHEEBLE TIL--70. 34 TOTUTH AL: 20 KEY MAP WITH WELDED CHAIN EYELETS EA. SIDE,4 WITH 1 EYELET. C-5 RAISED PLATFORM FOR GAZEBO. SEE DETAILS A&B, SHEET L-5. C- 16 CYCLONE PEDESTRIAN LIGHT POLE, MODEL C-6 CONCRETE MOW CURB. SEE DETAIL C, SHEET L-4. PD12-14-SAA-BO4I-RAL9017TX-GFI, COLOR: BLACK,WITH GFI BASE LINE RD. DESCRIPTION OF REVISION DATE ^ppm PROTECTED DUPLEX OUTLET AT BASE OF EACH POLE. CYCLONE I C-7 CONCRETE RAMP FOR ADA ACCESS. SEE DETAILS A& E, SHEET L-5. LUMINERE CP0915-F2AP-PR3N-LPC-100HPS-VOLT-32-RAL9017TX. �� AVAILABLE FROM SOUTH COAST LIGHTING, 949-361.1731. SEE pa q� CITY OF RANCHO C U CAM 0 N GA C-8 CUSTOM GAZEBO, MODEL GOC-28, CARMEL OCTAGON",AVAILABLE ELECTRICAL PLANS AND DETAIL B, SHEET L7. 23 TOTAL FROM POLIGON, (800)354-7721. COLOR: EVERGREEN. SEE SHEETS L-21 KEY VICTORIA ARBORS AND L-22, POLIGON GAZEBO DETAILS. DURALITE LIGHT-WEIGHT TILE C- 17 8"STREET CURB, SEE SHEET L-7, DETAIL H. o = BOLLARD ' Q ROOF, SLATE STYLE, COLOR: CLIFFSIDE.AVAILABLE FROM MONIER 0 CHURCN S?• `� a , CFD 2001 - 01 - ARBOR LANE LIFETILE AT 800-224 ro -2024, EXT. 1596. SEE DETAIL F, SHEET L-5. C- 18 4'WIDE CONCRETE SIDEWALK, SEE CIVIL DWGS. -@- = BOLLARD WITH CHAIN EYELETS n I�� '�' - * e ewI a o jr , o C-9 EL DORADO STONE VENEER WALL WITH CONCRETE WALL CAP AND C- 19 GRANITE COBBLE PER CITY STANDARD#542, SEE DETAIL D, =TRASH RECEPTACLE sTgrF � CONSTRUCTION PLAN POLIGON RAILING TO MATCH GAZEBO. SEE DETAILS A&B, SHEET L-5 SHEET L-4 AND CIVIL DWGS FOR STORM DRAINS. F of cauQ° AND SHEET L-23, POLIGON RAILING DETAILS. INSTALL PER - DATE: �� O MANUFACTURERS INSTRUCTIONS. C-2U PROVIDE AND INSTALL Y"CLOSED-LINK GALV. STEEL CHAINCITY ENGINEER RCE: 24953 BETWEEN BOLLARDS AROUND GAZEBO AS SHOWN. COLOR: BOULDER SCHEDULE II oma, C- 10 CONCRETE WALK, LIGHT BROOM FINISH, WITH SCORE LINES AT 5'O.C. BLACK. SEE DETAIL E, SHEET L-7.AVAILABLE FROM SOUTH 0 = Y DIAMETER BOULDERS — 10' 20' 40' LW/JS Wj (SEE PLAN FOR EXACT LOCATIONS). SEE DETAIL A, SHEET L-4. COAST LIGHTING,949-367-1131. IF o� Withers and Sandgren, Ltd. " ® =2'DIAMETER BOULDERS PN/CD/JK/DN Landscape Archifecture L 3 C- 11 STAIRS Q GAZEBO PLATFORM. SEE DETAIL C, SHEET L-5. a = 18"DIAMETER BOULDERS y 3447 Ocean Vier Boulevard, surf. THIS SHEET 20 am== Gbndat6 CA 91204 r.� (a�a) 2sa-soon rax (610) 234-306e ORAiWiO NM LW sir OF_,..�.. B EXPANSION JOINT !-4 SEE PLANS FOR LOCATIONS. LOCATE 20'-0" O.C. MAX. ET PL VARIES STR7�1V " TC STREET PC B CONTROL JOINT 16 6 ARBOR LANE ARBOR LANE 16 6 VARIES PUBLIC PARK 14 SOUTHBOUND 14' NORTHBOUND , CONCRETE HEADER - 1/2" RADIUS !-4 LOCATE AS INDICATED 4 SIDEWAL( 12 PARKWAY 12 PARKWAY 4 SIDEWAL EXPOSED EDGES AND FINISH PER PIAN ON PLANS, 5' SQ. GRID 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 2 IN PLANT BED CROSSINGS) FINISHED GRADE AT PLANTING AREA WALL-� 6" OR 8" EE NOTE FINISH GRADE 4" THICK CONCRETE WALK. (6" WHERE 2' SERVICE VEHICLES MAY DRIVE. SEE ;,... ,:.,... CIVIL DWGS. FOR FINISHED GRADE. p, SLAB REINFORCING Wx 6"x 8 x 8 GA. EWWM. ON CONCRETE CHAIRS AT '9 I =) I • I �_) I I I ,_ 24" O.C. VERIFY W/SOILS ENGINEER g I I_I DURING SUBGRADE EVALUATION. (- UP SLOPE � I � :•.:.r.:.•. _ a•dPop CONTINUOUS VARIES 1/2' RADIUS RG PAD I tU3NLESS OTERWISE IINSTRUCTED)TOP OF SLOPE �T —� � TYPICAL V,W1 I ')i 3'1 TOE OF SLOPE 3.1 �, -I�i—►�I—i I I- 3, 01 11 oo 07°. / 209 NOTES: ( v. o L' • • — - 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION -� I l=1 I ( Ell Ml I I- 1 I I1 I I-1 I I—I I I—I JOINTS AT 20'-0" O.C. —+ ' 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND III III I I (;I I I INSTAL! ALL CONSTRUCTION JOINTS 40 MEDIAN GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND TRUE AND STRAIGHT (SEE PLAN). SEE CIVIL PLANS PRIVATELY-MAINTAINED AREAS. 3. CONCRETE TO BE 520-C-2500 MIN., SEE SPECIFICATIONS. OBTAIN APPROVAL OF FORMS BY CITY REP. PRIOR TO PLACING ANY CONCRETE. 95% COMPACTED SUBGRADE OR PER SOILS REPORT E SECTION A-A C MOW CURB - STD. DETAIL 534 A CONCRETE PAVING COBBLESTONE 291 IN R'O'W' 1 SIDE UP TOOL MORTAR JOINTS p MORTAR TO ACCENT COBBLE CONCRETE FREADER 1/2" RADIUS TOOLED EDGES r " 6" PCC MOW CURB � ! PER CITY STD. 534 •:: �� v �� r J MyOTARg EVEN CAULKING SEALER Y� CURB AND ALK COBBLESTONE � � � � yW g p HARDSCAPE UND INIM�UM CCQO BLESTONEE 1/2" EXPANSION JOINT FILLER. U ERN TH LOCATE PER PLAN 0 20'-0* O.C. T TR 8' MIN. NOTES: 1/2" 1/4" MAX. SEE SPECIFICATIONS. PL SR T TC TC S R T 2. CONCRETE CLASS UNLESS QTDHVW SE SPEOIFIF�D, SHALL BE: VARIES n 16'-6" ARBOR LANE ARBOR LANE 16'-8" PUBLIC PARK =t 2 �, BgOULDDERS: MAX 3-0 - MIN. Q 4 SOUTHBOUND 14 NORTHBOUN COBBL STONES: MAX 2" - MW. 6 WITH ONSE T SID SIDEWALK12' PARKWAY 12 PARKWAY SIDEWALK24" 4. BOULDERS SPACES BETWEEN ST ESMSHAIN BE FILLED WITH OR EMBEDMENT. R EDMENT. • d a 1" CC1 P��A��R��T CEM T T 1 2 ?.ARTS SAND 000 PSI PORTLAND CEMENT d ; .• • . qtlSIDEWAU( OR CURB 5. AOSAMP� AR NO M N. 40 KIS ALL,QW>(D 4, Q FT., S IE APPROVED BY THE CITY WALL 0 PROPER LIE END CONDITION } • INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. a 6. FILL. RESTING POSITION OF AL! ROCKS TO BE APPROVED BY THE , . • d a � •.. . '� •d' 2' CI II�r INSPECTOR. 7. ROCKS $HAL! BE S OOTH ROU&pED AND FREE OF OBJECTIONABLE d •' DISFI URAT10 & F CESS�VE IRON C NT�NT. " Qo So 8. ALL COBBLESTONE AREAS SHALL HAV>Q 6 x 6 CONCRETE HEADER AS AN EDGE k1 PLANTING. L —111—I 11—I 1 I-1 I I 1—I 1—I I I I 9. RAOC2�S( P,EAT ALIDTIMESLWITHlN�1D11EEWRHR� SLOPES EXIST AND MAINTAIN Mln. V.�►• 6'x 6"x 8 x 8 GALV. EWWM, UP SLOPE TOP OF SLOPE o SEE DETAIL A. SHEET !-4. � 2' MIN./4' MAX. RAD. BED RG PA� E TOE OF SLOPE Q CURB & GUTTER FOR ENDAao C N161TTACONTROL JOINTS, LOCATE PER PLAN %pDEECCpQ TIyE 0 5'-0" O.C. MAX., SEE SPECIFICATIONS EN RO CK L 95% COMPACTED SUBGRADE OR 2.0% 01 2.07, �- .. ,/ PER SOILS REPORT " ETA N /iK I �I 'y ~~ + 8" PCC MOW CURB PER P A. -2.0% _ CITY sro. 534 , A CONCRETE PAVING DWG5A FbRETAIILS —' - � L-4 I INSTALL ALL CONSTRUCTION JOINTS * 40' MEDIAN 3' MIN. / a' MAX. RAD. SIDEWALK DSCAPE TRUE AND STRAIGHT (SEE PLAN). SEE CIVIL PIANS JOIN AT RIGHT ANGLES (NP.) (F) SECTION B-B D COBBLE - STD. DETAIL 542 B EXPANSION & CONTROL JOINTS STREET STREET R/W 16' TC ARBOR LANE TC ARBOR LANE 16' R PUBLIC PARK TRACT 16370 ' SIDEWA I 12' PARKWAY 14' SOUTHBOUND 14 NORTHBOUND !OTD 12' PARKWAY ' SIDEWA q DESCRIPTION OF REVISION DATE ,off(.,'- V w' • „ ''V • W""�°V c•+ 3 %p,NDSCAPf CITY OF RANCHO C U CAM 0 N GA W e°• o ° 11111111111119 1111111 Ill 1111i ARM Quill VICTORIA ARBORS 7 Si wre CFD 2001 01 ARBOR LANE 2__0% / ; / 2.OX * a - a I I I Ir s (Date �.� CONSTRUCTION DETAILS 2.OX_ � ._2,0LAPPROVEF OF CAUF� Y ENGINEER. G 0 �� RACE BY MY •. 24983 DOM I'SOOMMUM 124' MEDIAN LWAS SEE CIVIL PLANS DPAW Withers and Sandgren, Ltd. PN/CO/JK/ON Landscape Architecture P L 4 3447 Ocean Vier Boulevard. Suff. A Glendale. G 91248 G SECTION C L TeN (81 a!) 236-3046 faxt (818) 236-3066 WAWW any -°r +I i 2'-7" LEGEND: WALL CAP 1'-6" 1'-2" 1'-2" 1 1. 4" SQ. RAILING STANCHION TO MATCH CARMEL GAZEBO - 4. LEGEND: 10-7" BY POLIGON, SEE DETAIL A. SHEET L-5. SEE SHEET 2. 1 EL DORADO STONE VENEER RETAINING WALL WITH L-23, POLIGON RAILING DETAILS. 3• ' 1'-4" 3'-0" 3'-0" 1'-4" 1'-6" SEE DETAIL B. SHEET L-5 4" 2. CUSTOM PRE-CAST CONCRETE CAP, SEE DETAILS A & B, - 1 -6"11 DETAIL. HEIGCONCRETE HT OF WALL LEVEL THROUGHOUT.OR SHEET L-5. PROVIDE SHOP DRAWINGS OF RECESS FOR STANCHION BOLTS. = 3 = _ 9' a 3• 1• 2. 5' WIDE CONCRETE RAMP, SEE DETAIL E, 3. BASE PLATE PER MANUFACTURERS' PLANS AND o0 1. SPECIFICATIONS, SEE SHEET L-23. 10. 5. SHEET L-5. 2. 4. ANCHOR BOLTS (4) PER STANCHION, SEE •, A - 6. 3. CONCRETE STEPS, SEE DETAIL C, SHEET L-5 FOR SHEET L-23 OF MANUFACTURER'S PLANS. EMBED CONSTRUCTION DETAILS. 3. MINIMUM 9" 4 { �1- RETAINING WA AI H - . _ °-s-- :-�' ° 7. �� -- 4. GAZEBO, SEE SHEETS L-21 AND L-22 PROVIDED 4. 5 CONCRETE ETAI G LL, SEE DETAIL B, SHEET L 5 cfl a a �}-��.- � � i BY MANUFACTURER. GAZEBO CENTERS IN OCTAGON 6. EL DORADO STONE VENEER TO MATCH ARBOR ° /� rr- $, " ol� ��,o----�, PILASTERS, SEE DETAIL H, SHEET L-6. a .-r {- Ir + ❑DC o1_i 2, PLATFORM. �. 7• 7. CONCRETE PAVERS, SEE DETAILS F & G, SHEET L-F. _I - i a - /� ��( �0 4.98% MAX. - - 8. 95% COMPACTED FILL e I- I- �� + ❑ ❑r 5F 5. MATCHING RAIUNG, SEE SHEET L 23 AND DETAIL D, r r� + SHEET L-5. CONTRACTOR TO COORDINATE RAILING . 8 � rj / POSTS WITH MANUFACTURE OF PRE-CAST CAP. r 6. 4 1• LEGEND: 2'-10u �-�� o❑ CIrl � 6. 18 CONCRETE BAND, SEE DETAIL G, 4 - ❑�� ❑ r� SHEET L-7. 5. a ,' ' 1. PRE-CAST CONCRETE WALL CAP, SEE DETAIL A & B, SHEET L-5. 0 �0�'0 �� 4. 2. 2. CONCRETE STEPS WITH GROOVED MARKING AT EDGE PER ADA REQUIREMENTS. �� 7. CONCRETE PAVERS, SEE CONSTRUCTION PLANS FOR 3. CONCRETE PAVERS ON CONCRETE BASE, SEE DETAILS F & G. SHEET L-7. �o -In�r /� ��6,i MANUFACTURER, SEE DETAILS F & G, SHEET L-7, ° ° i� 4. 4 BAR HORIZ. ® TOE OF EACH STEP PA �- h AND CIVIL DWGS FOR ELEVATIONS. - 4 111=1 I I- I � $. -' 3• 5. CONCRETE FOOTING O �/ 8. JOINTS IN PRE-CAST CAP. CAP PIECES FIT AROUND 6. #4 BAR VERT. WITH BEND IN FOOTING / \ RAILING POSTS, SEE DETAIL D, SHEET L-5. PROVIDE a ° I I-I I I-17. 4 BAR HORZ. SHOP DRAWINGS OF PRE-CAST CAPS INDICATING 4. 8. 90% COMPACTED FILL LOCATION AND LAYOUT OF ALL PIECES. 9. EXP. JOINT, SEE DETAIL B. SHEET L-4 5. SECTION NOTE: WALL CAP SEAM CENTERS ON RAILING POST. 10. 18" CONCRETE BAND, SEE DETAIL G. SHEET L-7 / \ NOTE: PROVIDE CAULKING AND SEALER AT BASE OF -. 6. STANCHION NOTE: ALL STEEL RE-ENFORCING TO BE 3 CLR. OF EDGE OF CONCRETE. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE (27.) STEPS SHOULD HAVE 2% POSITIVE DRAINAGE 7• FROM GAZEBO CENTER TO STEPS. D GAZEBO RAILING POST C GAZEBO STAIRS . . V-4" V-4" V-6" 3'-0" 18'-0" 29* 18'-0" 3►-0" 10 SHORT FACE OF PJk OCTAGONAL RAISED PLATFORM PA OCTAGONAL FACE OF RAISED PLATFORM I ADJACENT TO ENTRY STEPS - Q O 1. A% 1'-0" 2. 3 4 -- 00 0o 0 TTI _ - CO . .'„ .�.r- ,_� TIST"'-t-, �_► ,J 6. ❑o��{'�oJ(�❑�_C_��❑CoICff �L c_ am, PA Fr-1 0= 3k = M-PffIrl-711 11111 LEGEND: =L J� 1. PRE-CAST CONCRETE CAP, SEE DETAILS A & B. 5. 18" CONCRETE BAND, SEE DETAIL G, SHEET L-7. N $• x SHEET L-5. 6. CONCRETE PAVERS SET ON CONCRETE, SEE 7. 1. 2. EL DORADO STONE VENEER WALL, SEE DETAIL B, DETAILS F & G, SHEET L-7. , SHEET L-5. HEIGHT OF WALL IS EQUAL ON EACH 7. 90% COMPACTED FILL - SIDE OF RAMP. 8. PROVIDE DOWEL AT EXP. JOINT BETWEEN RAMP -� 5 8. 3. CONCRETE RAMP, MAX. GRADE 4.98%. AND CONCRETE WALK LANDING. 6. 6" 4. J4 BAR ® 16" O.C. EACH WAY. 1'-4" E GAZEBO RAMP A GAZEBO PLATFORM LAYOUT 8. I 4, WALL CAP 1'-4" 1. STRUCTURAL ROOF PANELS, SEE SHEETS L-21 AND L-22 PROVIDED BY GAZEBO LEGEND: MANUFACTURER. ALL MANUFACTURER INFORMATION ON CONSTRUCTION PLANS. 1'-O" 1 2. ROOF FRAMING, SEE DRAWINGS PROVIDED BY MANUFACTURER. 3, 1. CUSTOM 4" PRE-CAST CONCRETE 3. COMPRESSION RING, SEE DRAWINGS PROVIDED BY MANUFACTURER. CAP W/ Y2" RADIUS ON EDGES, CENTER 4. GAZEBO CUPOLA, SEE DRAWINGS PROVIDED BY MANUFACTURER. 2• ON RETAINING WALL. AVAILABLE FROM --� 5. INSTALL UTE-WEIGHT ROOF TILES PER MANUFACTURERS RECOMMENDATION. 4, 6. QUICKCRETE, 909-737-6240. COLOR: 5. SEE PLANS FOR MAKE AND MODEL. NATURAL W/ LIGHT SAND-BLAST FINISH 6. ASPHALT-EMPREGNATED FELT 4 • i' AND MATTE SEALER. SEE DETAIL D. 6. 7. DRIP-EDGE FLASHING5 ° THIS SHEET. PROVIDE SAMPLE AND 8. RIVET FLASHING TO CUPOLA AND CAULK SEEM SHOP DRAWINGS OF INSTALLATION 9. RAKE TILE TO MATCH ROOF TILES, FLASH EDGE RECOMMENDATIONS. 7. o -47 2. CONCRETE RETAINING WALL Ilf,- 3. J4 BAR, VERT. 012" O.C. BEND IN DESCRIPTION OF REVISION DATE mnwvm / 3. -� " =1 I-1 FOOTING EACH WAY I II�_l I 4. J4 BAR, HORIZ. 0 12" O.C. = 1 I 7. 5. EL DORADO STONE VENEER TO p� CITY OF RANCHO C U CAM 0 N GA q `� I I Isl I1=1I a v z I I E 1:,1 MATCH ARBOR PILASTERS, SEE DETAIL 2. _ - •( H, SHEET L-6. 5 9• 1• - _ - Q I- = 6. CONCRETE PAVERS ON CONCRETE VICTORIA ARBORS a a T BASE, SEE DETAILS F & G. SHEET L-7. _ 12 6. _ -1 I-1 a I-1' 7. 4 BAR WITH BEND IN GAZE80 +� re CFD 2001 -01 ARB0R LANE _III-III= v e RETAINING WALL * $ � a� 5 �� .- I L III=1 • . i NOTE: ALL STEEL REINFORCING TO BE CONSTRUCTION DETAILS 3" CLR. OF EDGE OF FOOTING qTF OF �� =11 MSI I ISI I-1 l 1!Ito : DATE: APPROVED 8'Y -_ CV ENGINEER �/�i/�,C� RCE. ?4953 i 28_0" do OESION !W/J5 2. Withers and Sandgren, Ltd. 1, Landscape Architecture P PN/CD/JK/DN 3467 Ocean 1n•r eoul.vard, Suff. A L - 5 Gi•ndal•. CA 91208 T•h (818) 236-3006 rwp (816) 236-3066 ORA C/ 06 F GAZEBO ROOF B GAZEBO PLATFORM RETAINING WALL !G, _ __ saw -(W G CONCRETE PAVERS LEGEND: L-7 SEE CIVIL, DWGS. FOR 1 ALL FINISHED GRADES 1. POUGON GAZEBO COLUMN, SEE SHEETS LEGEND: L-21 AND L-22. 2. ANCHOR BOLTS PER POUGON PLANS, O.C. 1. TS 4'x4s)N LATTICE 0 24' O.C., SEE DETAIL I, SHEET L-6. 1/2' RADIUS 18' ' SEE SHEETS L-21 AND L-22. y Y " " " y „ 3. CONCRETE PAVERS, SEE DETAIL G, 29-0j@ 2 -3 12 -0 12 -0 2 -3 2 -0 1. 2. TS 4 x10 YY4 RAFTERS 0 38 O.C., SEE DETAIL I, SHEET L-6. SHEET L-7. -3" 2. 3. TS 4'x12'xY4' BEAMS (2), SPACED 8' APART, CENTER ON CONCRETE CAP, 2. 4. CONCRETE BASE FOR PAVERS, SEE INN SEE DETAIL I, SHEET L-6. 3. 4. DETAIL G, SHEET L-7. 3. 4. PRE-CAST CONCRETE CAP, SEE DETAIL H. SHEET L-8. ° a4 5. CONCRETE FOOTING 0 2500 PSI CONCRETE PAVERS 4• 5. EL DORADO STONE VENEER PIER, SEE DETAIL H. SHEET L-8. .� 6. 14 HOOP (4) EACH WAY a 7. 5% COMPACTED FILL. A _ _ NOTES: NOTE: ALL STEEL REINFORCING TO BE 3 5. ° 11-1 11=1,I a CLR. OF EDGE OF FOOTING r =III-III-� 4a a 1. BEAMS, LATTICE:, AND RAFTERS TO BE MADE OF TUBULAR STEEL � -- 2. ALL STEEL MEMBERS TO HAVE VENT HOLES TO PREVENT MOISTUREI4 REBAR 12' O.C. • - BOTH WAYS . BUILD-UP. � -- - - 3. ENDS OF BEAMS AND RAFTERS TO BE CUT AS SHOWN IN DETAIL H. 1, a a, ° I 1=1 a , - - 8 • - - SHEET L-6. ALL ENDS TO HAVE FLUSH WELDED END CAP, SEE DETAIL B. ° ° a a - 9091 COMPACTED FILL. a a o � ` � 4 7. 4. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. =1 I _ - ;� - 5. PAINT ALL EXPOSED METAL MEMBERS WITH POLYAMIDE EPDXY PRIMER AND ' ' ' 4 - • ' CONCRETE FOOTING L ^- _ TWO COATS RUSTOLEUM. PROVIDE COLOR SAMPLE FOR APPROVAL. q ° a. a a a - 6. ALL SHOP AND FIELD WELDS ON STRUCTURAL. ELEMENTS WILL REQUIRE A ° _ {- I- I-I I{ I I{_� i CERTIFIED WELDER AND A CERTIFIED INSPECTOR TO BE ON-SITE. 4 a J4 BAR, CONT. --- - ° 30 W.. m. - NOTE: INSTALL STEEL REENFORCING TO BE 3' 2'_016 CLR. OF CONCRETE EDGE r_3. F OVERHEAD STRUCTURE - N/S ELEVATION C RAISED PLATFORM FOR (FUTURE) ARTWORK A GAZEBO COLUMN FOOTING 21-0" 4" 6' 4' 2'-8' SQ. " 22'-0' D.C. 2'-61 1 1` 1` 1. 2. 111111111111111111111111111111111111111111111111111111111111 2. 4 CE 15'-0" CE 1• 2'-0" 4. 2. 1' ;/16 3. 31. 2. ,., 3. mw or 3. SET TOP OF CAPS LEVEL 4' 5 2. N Ile) LEGEND. - 1. TS 4 x4"X1/8 LATTICE 0 24 O.C. V y4 .. t 1 7. 2. TS 4'x10'7( 1/4' RAFTERS 0 36' O.C. SECTION PLAN /4 5' 3. TS 4'x12"X 1/4' BEAMS(2), SPACED 6' APART, CENTER ON CONCRETE CAP, SEE DETAIL I, LEGEND: Y LEGEND: SHEET L-6. 4 4. PRE-CAST CONCRETE CAP, SEE DETAIL D, 1. 4"x12"xY" METAL BFAMS(2), SEE DETAIL I, SHEET L-4 FOR 1. TS 4'x12'xY4' BEAMS (2), SPACED 6' APART, CENTER ON CONCRETE CAP, SHEET L-6. COMPLETE PLAN OF OVERHEAD ARBOR STRUCTURE SEE DETAIL I, SHEET L-6. LEGEND: 5. E! DORADO STONE VENEER, CASCADE RUSTIC 2. TWO PIECE PRE-CAST CAP, SEAM ALIGNS WITH OVERHEAD BEAM. 2. END CAP WELDED FLUSH WITH TUBULAR STEEL (FILLET WELD). r' LEDGE, TIGHT-FITTING JOINTS, ON MORTER " 1. TS 4"x4"xy LATTICE 0 24" O.C. SEE DETAIL I SHEET L-6. I SETTING BED PER MANUFACTURERS 4 Y 0 HOLE AT CENTER FOR SUPPPORT POST. • • " a RECOMMENDATIONS. MAINTAIN HORIZ. STRAIGHT 3. 4" fb METAL SUPPORT POST xx GAUGE 2. TS 4x14 xY4 RAFTERS 0 36 O.C., SEE DETAIL I, SHEET L-6. 1 7• LINES WHEN SETTING STONES. AVAILABLE FROM 4. 14 Ya"x12'x�" METAL PLATE FILLET WELDED TO TOP OF POST, FIELD NOTES: 3. TS 4'x12"xY4' BEAMS(2), SPACED 6' APART, CENTER ON CONCRETE CAP, cl. SEE DETAIL I, SHEET !-6. �' d ' 8 E! DORADO STONE, 760-736-3232. (ICBO 13568) WELD PLATE TO OVERHEAD BEAM 1. BEAMS, LATTICE, AND RAFTERS TO BE MADE OF TUBULAR STEEL 4. PRE-CAST CONCRETE CAP, SEE DETAIL H, SHEET L-6. 6. 12x12x8 CMU COLUMN, GROUT AL! CELLS 5. 12x12x8 CMU, SEE DETAIL H, SHEET L-4 FOR ARBOR PIER SECTION 2. ALL STEEL MEMBERS TO HAVE VENT HOLES TO PREVENT MOISTURE BUILD-UP. 5. EL DORADO STONE VENEER PIER, SEE DETAIL H, SHEET L-6. ;t 9. 7. FORMED LIGHT-WEIGHT CONCRETE COLUMN 6. EL DORADO STONE VENEER, SEE DETAIL H, SHEET L-4 3. ENDS OF BEAMS AND RAFTERS TO BE CUT AS SHOWN IN DETAIL H, 6. BRASS PLAQUE, 1'x1J�'. AVAIIBLE FROM ARTISTIC SIGNATURES F'C=2500 PSI SHEET L-6. ALL ENDS TO HAVE FLUSH WELDED END CAP. (562) 944-1135. PROVIDE SHOP DRAWINGS FOR REVIEW. CONTRACTOR 8. FOUR J8 BAR, VERTICAL WITH ALTERNATE NOTE: 4. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. TO COORDINATE DESIGN AND INSTALLATION WITH CITY. r 10 BEND IN FOOTING. PROVIDE SHOP DRAWINGS OF PRECAST CAP INCLUDING RECOMMENDED INSTALLATION DETAILS. 5. PAINT ALL EXPOSED METAL MEMBERS WITH POLYAMIDE EPDXY PRIMER AND 7. CONCRETE WALKWAY, SEE PLANS FOR LAYOUT AND DETAIL A. • 9. 14 TIES 0 12 O.C. TWO COATS RUSTOLEUM. PROVIDE COLOR SAMPLE FOR APPROVAL. SHEET L-4. c o 10. 4' 4 STEEL SUPPORT POST 6. ALL SHOP AND FIELD WELDS ON STRUCTURAL ELEMENTS WILL REQUIRE A 4 11. STEEL PLATE WELDED TO POST, ANCHOR CERTIFIED WELDER AND A CERTIFIED INSPECTOR TO BE ON-SITE. SEE ALL NOTES ABOVE, DETAIL F, SHEET L-6. BOLT TO FOOTING, SEE DETAIL E. SHEET L-6. a 12. FINISHED GRADE 6 13. FOUR J6 BARS, HORIZ. BOTTOM OF FOOTING, G OVERHEAD STRUCTURE - E/W ELEVATION I EACH WAY D PRE--CAST CAP ® ARBOR PILASTER B END CAP ON TUBULAR STEEL 14. CONCRETE FOOTING 11. 15. 95% COMPACTED SUBGRADE L ' NOTE 12. DO NOT USE MOLD RELEASE MATERIAL ON CONCRETE 1. 2. 4. ' FORM IN AREAS WHEEZE STONE VENEER WILL BE CL CL CL MORTARED TO CONCRETE PILASTER ARBOR PLASTER • ° ° SECTION PLAN Y-6" 1 3. 11I III iII- o 3. I ° 4 .. - 14. 2. M I I III- • 4• LEGEND: N � � °� -�- 13. 1. TS 4'x4*A" LATTICE 0 24' O.C. - I I- 0 5. � N0. 446]2, m 2. TS 4'x10'xY4' RAFTERS 0 36' O.C. - 7. ~- 2. 3. TS 4"x12V4" BE:AMS(2), SPACED 6' APART, -III III 15. 14. 3• •K3, � � ��q CENTER ON CONCRETE CAP. I I 7• D. o p 777� 6• f9l CIV\1► 4. PRE-CAST CONCRETE CAP, SEE M 9. t FOF CAL�� DESCRIPTION OF REVISION QATE 1, DETAIL D. SHEET L-6. v D oAPPRQVM 5. EL DORADO STONE VENEER PILASTER, SEE DETAIL H, SHEET L-6. a L Y4 � ��PE CITY OF RANCHO CUCAMONGA TLL_ I _ SEE ALL NOTES ABOVE, DETAIL F, SHEET L-6. 4,_O" 8'• �, ( 0 �• 8. 6. 7. VICTORIA ARBORS q 3'-0" 6. LEGEND: y gna re CFD 2001 - 01 - ARBOR LANE 1. EL DORADO STONE VENEER, SEE DETAIL H, SHEET L-6 * new a FOOTING PLAN 2. CONCRETE PILASTER - I I 3. 4' 0 METAL SUPPORT POST sr a CONSTRUCTION DETAILS 1 4. 12x12x8 CMU, SEE DETAIL H, SHEET L-4 FOR ARBOR qTF of c,AVF°�`� ' l_ rul _JPIER i' 5. 10"xxlO'x Yzo METAL PLATE WELDED TO BOTTOM OF POST, 5 'I YQ" FILLET WELD " CITY G NEER RCE: 2495 6. 4-3/4-0 ANCHOR BOLTS, EMBED 9 MIN. 7. �" DRY PACK o�oN 8. CONCRETE FOOTING, SEE DETAIL H. SHEET L-6 !W/J$ p� Withers and Sandgren, Ltd. N/C�/JKf DN LandscapA Architecture P 3467 boon Vier 6oul" d. Suitt A Giendol*. CA 91208 OVERHEAD STRUCTURE - PLAN , H OVERHEAD STRUCTURE -� COLUMN DETAIL ' E ARBOR POST PLATE r.t, (a/a) 23a-3oob ram (ala) 23a-3oae S i i _ LEGEND: '� :� 3i v a 9• 1. BOLLARD, SEE PLANS FOR MODEL. INSTALL PER 1• LEGEND: T.C. MANUFACTURERS RECOMMENDATION. LEGEND: -1 STEEL SLEEVE 1. LIGHT POLE, SEE PLANS FOR I 3 BASE PLATE a,l 3ATTEI 2:3 ! aAT-EA 2.3 3/3- UP ' �• 4. CONCRETE PAVERS, SEE DETAILS F & G, SHEET L-7. MODEL INSTALL PER MANUFACTURERS 2. BACK BENCH LEG, SEE PLANS FOR MANUFACTURER AND MODEL I �� ✓�! LEG 5. ANCHOR BOLTS (4 5, RECOMMENDATION. SEE ELECTRICAL PLANS. _ - 6. CONCRETE FOOTIN 2. CONCRETE FOOTING, FC-2500 PSI, POUR 3. ANCHOR BOLTS (4) _ _ _ _ _ _ _ __ _ _ 7. 4. CONCRETE PAVERS SEE DETAILS F & G SHEET !-7 -' -' 7. COMPACTED SUBGRADE AGAINST NATIVE SOIL 5. 18' CONCRETE BAND SEE DETAIL G SHEET L-7 _ 00 7. 8. FINISHED GRADE, PLANTING AREAS AROUND GAZEBO B• 6. FINISH GRADE, PLANTING AREA a ` _ 01 a 0 3. 6 BAR 4 VERTICALS 3 CLR. FRAM EDGE i=ti L LEVEE 0 0 9. CHAIN EYELETS ON BOLLARDS AROUND GAZEBO ONLY OF FOOTING7. PROVIDE CONCRETE BLOCK FOR ANCHOR BOLT BELOW PAVERS •°• ° ° � _ °0° , TYP. • - NOTE: 4' CLR. BETWEEN BOLLARDS IN CROSSWALKS ° 4 4. #4 TIES, 12' O.C. Al -6 A 2-o _ °° a 5. ANCHOR BOLTS (4), SEE ELECTRICAL PLANS 6. 90% COMPACTED SUBGRADE a1N 8 AND 2• . . 7. 18' CONCRETE BAND, SEE DETAIL C, $• 3• 4• 4' cLR. a SHEET L° 8. FINISHED GRADE, SEE CIVIL PLANS FOR 2 1 3• o _ 3• ELEVATIONS. 2 7. 4. 5• AT CROSSWALKS 3. x ' , 3• �,�. 4� I I=1 I f= t t I t E-1W 4. U 1 -atea - - - , ,v III=1I I t 41 a 4 ° I�fI a 4. .Y.>: a a -� T ° 4 - _ _ III _ _ __ _ I=11{T _ a a • /3ATTE�R 2:3 3/4" R 6• _EVE; � f ?ATTER 2:9 I I 6. / - - I., cJ -I I f-III-I =III, 11-1 i I=i �4• r ------I I f-I I f- 7• '-=1-11! `yam �P� • Cys �� -) I I- -I -) I - - I_I I I=1 I =1 I I :, r - No.c 9 I I ( ( i I 2 -6 2 -6 Exp.` v -,. DANT.) �-14- � qjF CIVIL A.3-6 AND OF GAUD A3-8 D1 -8 NOTES F m E BOLLARD B LIGHT POLE FOOTING LA) BENCH INSTALLATION t. ALL D,VENS)O.NS ARE SOEASI,RE) 14 ,LACHES. Y 2. '-F" S THE LAST NUVBER N Tii� DmCNATKI,N. 3. 'W" !S 24' UNLESS CTNER%Y+S€ SPEC.F;_0. 4. FCPES Al, A2, A3 ANO C1 ME CONSTURC-E0 OF POR`LAND ::4ENT i T. CONCRETE (520-C-2500). Id 5. IYPE ��1 SHALL 3E �CONSTRUCTEO OF TYPE 142-AR-3000 AS'�;ALT CONCRE-E • • 9ATIE-1 2: AND SHA-L. tiYHERE APP!K`.;3LE, 8€ 30�'DEO TO 'i 4E' EX,STiNG �AYEVENT 3Y L I 3" Y A TAC4 COAT AS PER SECT?OA 302-'3.4 OF -liE STANOA4. S'-CIFICAT!ONS u E. TYPE Ct CURS SHALL 3E AVC-ORE) *17H 00*ELS AS Sr'UWN CR 14TH AN 19 r+ - , CROSSWALK 0 STREET I ' °' �'_0°' EPDXY APPRO`E) 8f V-E ENG%EER. " ° �� `�`� �`� OL 7. ALL EXPGSEO CORNETS ON PCC CURBS AND CU-TENS 1�0 cE RCt,44ED 1• NITH A 1/2' RA,US �� ` �`�` LEGEND 8. CCNSiRUCT WEAKENED PU%NE JOINTS AT REG:.L R ONTCRIL'pLS NOT EXCE=�OIVG 10 FEET. _l ` 2. 4. C! 9. PLACE 3/4" l70WE_ PONS jV0N;kU"A OF 4) AT ALL =XPX%S'ON JC{N`S PAVEVENT `` 1. 18� CONCRETE BAND ® EDGE OF OCTAGONAL PLAZA, *-ERE TSE FL CN L,%E GzAQiENT 3 LESS T'.'AN 0.4071, TO HOLD AD;1ACENT - CUTTEi S_CTONS ,N ALiG%VEN`. D 'oft AT 4. OC �, ��;� �� SEE DETAIL G, SHEET L-7. C 1 -6 10 .A N. LENGTH, 2. OCTAGONAL CONCRETE PAVER PLAZA, SEE PLAN FOR t0. TYPE A2 CURS AND OJTTER h',A7 ALSO ^E t,PPL ED TOA '2" r,,;;3 FACE S. i.e. A2-12 REFE:S TO A CURB AND GUTTER '4-ERE C=-12'. A,N0 GROUTED N PLACE \\ \\ \\ 1 3 , TYP, MANUFACTURER AND DETAILS F & G, SHEET L-7. C1 -8 PEDESTRIAN WALKWAY I 3. BENCH CENTERS ON EDGE OF PLAZA. SEE PLANS FOR NOTE: CURB MAY BE AN EXISTING CONDITION FOR THIS PROJECT. -- _ MANUFACTURER INFORMATION. 2• °•--° 4. LIGHT POLE AND BASE, COVER PLATE, SEE DETAIL B, . ANNTIQUE COBBLE, STONE I PAVER, __ __ __ __ __ - co 5. CONCRETE FOOTING, SEE DETAIL B, SHEET L-7. H CURB STANDARD DET. NO* 104 - -_ -- -- __ -- -- - 5.51 X 8.26 - 2 2. ANTIQUE COBBLE, STONE II PAVER, 5.51 SQ. 10 2' TO 4' RETAINING WALL - SLOPING BACKFILL NOTES: -- -- -- INSTAL! PATTERN AT 45' TO VEHICULAR TRAFFIC =_ NOTES. IN CROSSWALKS FOR HERRINGBONE EFFECT. _ -- -- Pm-1500 PSI WITH NO SPECIAL INSPECTION. INSTALL PATTERN ORTHOGONALLY PEDESTRIAN _ _ _ CONCRETE BLOCK SHALL CONFORM TO UBC STD.11-4&USE OBP"TYPE WALKWAY S'MORTAR PER UBC STD.NO.21-15. USEASTMA6IS GRADE 40 STEEL MAY.GRADE 60 FOR#!5&IRS AND UP. GROUT STRENGTH TO SE 2000 P51 MIN.PER UBC STD.NO 21-19. COLOR FOR ALL PAVERS IS CHARCOAL f00TINGCONCRETE.2000P51MIN. 028 DAYS.USEME2CEMENT. I PATTERN THROUGHOUT PROJECT. -- - PROVIDE 3'MIN.CONCRETE REBAR COVER FOR ANY FOOLING CAST AGAINST NATURALSOIL. STONE I COMPRISES 75% OF AREA FOR RETAINING WALLS: STONE 11 COMPRISES 25% OF AREA USE SANG/GRAVEL BACKFILL W/SE>30. _ PROVIDEAASTMC-33 _V4'GRAVELSU8DRAINAS&WWN. SEE PLANS FOR MANUFACTURER. WATERPROFFa4CKFILL SIDEOFWALL W/08P"WATERSTOP'oR EQUAL 2 SEE CIVIL PLANS FOR FINISHED GRADES. PROVIDE PROPER SHORING DURING CONSTRUCTION. -- 1 III' IF PAVING PATTERN C PLAZA PLAN #4 HORL CONT. 0 2+'o/c MIS cNu sou0 GRour€D w/ ND SPCl. INSPECTION REQD. 'E' VERT 0 EDGE OF 8' • 2' CM CMU - FULL H� PRECAST CONCRETE PAVERS DOWEL 0 EDGE OF e' SSEE EE CIVIL D FOR MANUFACTURER FINISHED GRADE SPUN STT.. COVER 10' 0 OPENING 1 .• a Duk SDR 35 PERF PPE W/ 1 CF. 3/4'GRAVE]. 1' COMPACTED SAND BASE a. WRAPPED W/ MBAR 14M FILTER FABRIC - SLOPE .e---- T WATERPROOF eAcuslDE or wAu 147 oPe4 REBAR 16' O.C. BOTH WAYS r :�•• ' WALLS r-e' a UNDER NAY USE OPEN 1 HEAD JOINTS W/ i CF. 3/4'GRAVEL „ » aAR 18 1%4-RADIUS ON ALLORNERS (4) 4 HORL CONT. 0 Y-4' Y 3 Ir-Or HIGH WALLS (3) #4 HORL CONT. IN 2'-e' WALL T4 Y • • 0 STL BAR `x ,r r • a° • 33' Qo a..�... ..,.-3 . �, _ DESCRIPTION OF REVISION DATE 1-1 I I=1 11=1 11=1111 I 1_1 11-111-11 I-Iif III - 11=1 1=1 I '- 'A ' 'B' 'C' 'D' DOWEL 'E' VERT 'F' BAR III=1 I L- -1 I I ' III- =1 I � CONCRETE BASE ® CROSSWALKS, � ,prI�APF CITY OF RANCHO C U CAM 0 N GA 2'-8' 2'-3' N/A 4®32 01C `41" N/A N/A RAISED ART AND GAZEBO PLATFORMS 32 GAL LINER �v wiTH�s 14 J 95% COMPACTED SUBGRADE (TYP.) VICTORIA ARBORS 3'-4' 2•_3' 6" 4®32' 0/C14"J49' N/A 14 ® 32" 0/Cg-j � � �!atr CFD 2001 -01 - ARBOR LANE 4'-0'2'-6" 6" �'4®32" 0/C 33' 4®32" 0/C 4 ® 32" 0/C�• 14' 17"J �- 0 * I a 4'-8' -9" 6" 14018' 0/033' 4®1B" 0/C #4 ® 32' 0/Ce•�?7, _ % a _ sr a �P CONSTRUCTION DETAILS 20 a a 1__ •„ CONCRETE PAVERS ON CONCRETE BASE, ATF OF C,P.UQp�� I-I SEE DETAILS F & G. SHEET L-7 APPROVED BY: DATE: U III=III- -1 I I-�1 CITY ENGINEER s �" RCE: 24953 NOTE: RETAINING WALL WILL BE AN EXISTING CONDITION FOR THIS PROJECT. III_ :III_ Y' EXPANSION ANCHOR �. OLTS (4) oma, ALSO REFER TO "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374" e6MEMBED IN CONCRETE BASE Lw/JS THIS DETAIL PROVIDED AT THE REQUEST OF THE CITY OF RANCHO CUCAMONGA. (5/5/2003) Withers and Sandgren, Ltd. ' DRAWN /CD/JK/DN Londscvpe Architecture P 7 3407 Octan Yi•w 6oulovwt SuHn A L ' 1 Gltn4alt, CA 91248 RETAINING WALL - EXISTING CONDITION G CONCRETE PAVERS D TRASH RECEPTACLE « Tth (818) 234-3000 raxs (ala) 2ba-3oae Lw aw _.,a i i s CONTRACTOR TO INSTALL AT............................. REFER TO CFD 2001-01 "K"ONE 0-STATION CALSENSE "ET-2000'CONTROLLER IN ENCLOSURE,AND AT 1 I I INSTALL PUMP(MODEL AND SPECS PER DETAILS)(SEE SHEET L-11)- "L'ONE 32-STATION CALSENSE "ET-2000'CONTROLLER IN ENCLOSURE, 1 I o I VERIFY LOCATION WITH CITY REPRESENTATIVE -� REFER TO LMD TRACT 16370, LOT C AS PER LEGEND GEND AND DETAILS-VERIFY LOCATION WITH CITY REPRESENTATIVE. i Lu \ 1201240 VOLT POWER SHALL BE PROVIDED BY OWNER. I Z I ► 1 \ . I UJ REFER TO LMD TRACT 16370, DEVELOPER I INSTALLED/PROPERTY OWNER MAINTAINED 137331 K4 41 21283/ t t/2 45 i i � � ; t t/2 1 i/2 i 1 508 2r G ? h I ` 2542sf Kt8 44 2ta�sf K5 36 I _I 2 Keo 48 204931 / 43 y9 ?S? r O� '> ! r� I \/> 34343/ 2 60 3132s1 K2 70 �� I'r'T� a mmummo - _ MR LIMIT OF WORK �•.• �,• ••�•� �—� 336631 K19 62 _ _ _ _ _ _ �� \\� �► $1►-1r ► _ _0- - --- - nom, _�� _ - dv�� 'A - -- :- -� _ _ 1 - .- -.- ^,► •� � � ._ - - -�--g_-v-v- -v-v-v-v w `�1► �i `�1► I � `� `�1► � ��ti �1► �~ � �- •I � � M� � 3�` `' �°�°� '�d' 1 �� \ � 11► '��► _ _L _ 1 AIII n• r �► 9'A 9,tt , r \1� •/ •' n n nom'—�- " `� O �'► �ti � � l �1► v v V �v v�v ,� `. °As STORM DRAIN rn .•.CSTORhI DRAIN '-'_-_— ------.__ w N -9-----�1 _ » /?W1 � s'� -- I I - r�S 6?>i 21� � . �s`�90 �`► `��' W ��ti �,� �o°' ��► c • �o� r r `�� b ��► '1i yea /?mss ti� a sic -- IIImiol= Tc '�► �'0 ��' uj I ��, �� r • 9�► h ��► ti �.��r -� �.r ...�.� _,�,�,� --- III �� — • �1-�p'� •I �/� tal �l► '� ��' � — — — — — — �'� �i \ ��i �ti `�\► �`i �\ W r �+ �`�1► - - _ _ ,N � ��', `�1► ,�I; �1Ai� As ui _1tl--�l—L� III � I �_��—•_ 1� III �� '—'� �� "1► ' W L_ - / U � _ r �► � p p � M �/� �,i � � ,�' ��► `'�' a��'!'�? `��` � �G ,� 11'�1' '��` �`�;o�� ,�'�~ II' �"� A 1 �1► c, AM- tot a y yi s9 �. `ti'y�hT1s)-49 ��o. III N N ��ti �h0 til yaaa 9c ��. ` .�. 0 �� 0 1�f ` — NItl2l4 W2101S fi /�-n n . 1. NIb21O waols • , — r ��i L ��' �1� �1` ��► , `Il9r �V V V--�---V V b— vV V V VV 9 X00 A ��► 1 � g�� v v -v V V V�V V - —y—v—v—v— 1ol � � O �► 0 0-0--0— — — _ - -- -- r ,- - - ,� �fT ti� �1► �► 1 41. LIMIT OF WORK I I 215331 2 r 53 1 J 243431 2 � � d8e23Ii922273( 56 56 � / w / K22 K23 J �-� I 1 �+�9h ►� ° 1 I I STUB-OUT FOR FUTURE,IR IGATION,AND PROVIDE 6 -� r CONTROL WIRES FROM CONTROLLER"K" FOR FUTURE 1 R�ERLMD TRACT 16373, LOT C I I 0I I USE. SEE PLANS FOR PgSEQS VICTORIA ARBORS LMD ..........fTRACT 16373 1 / REFER TO CFD 2001-01 o i i PUBLIC PARK, PLANS BY OTHERS 1 � REFER TO LMD TRACT 16373 z I ,PLANS � I IRRIGATION LEGEND POINT-OF-CONNECTION: °K - V IRRIGATION MAINLINE NOTE: 1 1 SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR GRAPHIC 1 ,to 6b m RAINBIRD 1812-NP-SAM-PRS-5 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 5' .10, .20, .41 G METER SIZE AND ELEVATION: 2"Meter, Elev. Approx. 1261.30 CLARITY ONLY. MAINLINE SHALL BE INSTALLED WITHIN LANDSCAPED ds RAINBIRD 1812-NP-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HD 30 6' .37 - 1.2 G AREAS WHEREVER POSSIBLE. WHERE MAINLINE MUST RUN UNDER 0 0 0 RAINBIRD 1812-NP-SAM-PRS-8 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 8' .26, .52, 1.05 G MAX FLOW: 70 GPM COBBLE OR ACROSS ROADS, INSTALL IN 6"DIA. SCH. 40 PVC SLEEVES. Z� RAINBIRD 1812-NP-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HD 30 8' 0.72 - 1.70 G STATIC PRESSURE (HIGH/LOW): H 70/L 63 ♦ .� • RAINBIRD 1812-NP-SAM-PRS-10 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 10' .39, .79, 1.58 G HGL: 1408 NOTE:ALL MAINLINE PIPING TO BE INSTALLED 18" IN FRONT OF RAINBIRD 1812-NP-SAM-PRS-10 VAN 12' POPOP VARIABLE SPRAY HD 30 10' 0.75 - 2.60 G SYSTEM DESIGN PRESSURE: 99 psi (PUMP REQUIRED) SIDEWALK WITH A MINIMUM COVERAGE OF 24'. CONTRACTOR TO V V RAINBIRD 1812-NP-SAM-PRS-12 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 12' .65, 1.30, 2.60 G PROVIDE NON-POTABLE WARNING TAPE 6'ABOVE PIPING ENTIRE M RAINBIRD 1812-NP-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HD 30 12' 0.65 - 2.60 GLENGTH OF PIPE. SOURCE AT CCWD: RUSSELL SILVA I HUGO BORJA Q RAINBIRD 1812-NP-SAM-PRS-15 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 15' .92, 1.85, 3.70 G DATE INFO OBTAINED: 12/05/2002 ; 04/2&2003 ;09/02/2003 M RAINBIRD 1812-NP-SAM-PRS-15 VAN 12" POPUP VARIABLE SPRAY HD 30 15' 0.92 - 3.70 G GENERAL VALVE/QUICK COUPLER NOTE: RAINBIRD 186-NP-SAM-PRS-1404 6' POPOP BUBBLER HEAD 30 - 1CONTRACTOR SHALL NOT INSTALL ANY VALVES OR QUICK COUPLERS G THIS IS A POTABLE SYSTEM WHICH SHALL BE CONVERTED IN THE IN COBBLE AREAS. CONTRACTOR SHALL INSTALL THESE ITEMS IN �•c RAINBIRD 1402 BUBBLER 30 5' 55 F FUTURE TO RECLAIMED(NOTE: STATIC PRESSURE WILL BE LOWER PLANTER AREAS ONLY. SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL WITH RECLAIMED SYSTEM (PER HUGO BORJA, CCWD,4/2412003); PUMP POINT OF CONNECT ON - 2' WATER METER ___ HAS BEEN DESIGNED TO COMPENSATE FOR STATIC PRESSURE NOT FOR IRRIGATION NOTES SEE SHEET L-10. ® VERIFY LOCATION If� FIELD LOWER THAN 50PS1) ® IRRIBOOST PER DETAILS, SHEET l-11 BOOSTER PUMP METERED ENCLOSURE JSBIZE AS N24SS' SHEET 0VlW/100 AMPWITH LOAD M,N �� MAP IyI/� © WILKINS 600 2' PRESSURE REGULATOR DEVICE TO BE INSTALLED ON THE INLET SIDE B SLEEVING NOTE: OF THE BACKFLOW DEVICE CONTRACTOR TO TERMINATE ALL MAINLINE,WIRE AND LATERAL FEBCO 825YA-BV-2.00 ' REDUCED PRESSURE BACKFLOW DEVICE IN COAST B SLEEVES 12'BEYOND HARDSCAPE INTO PLANTER AREA. NO SLEEVES _ D GUARDSHACK' ENCLOSURE MODE! CGS-1 SUPERIOR 3100-RW N/0 ' �gST�R vgLVE (NpRe�qq Y OP W "�OT -POTA LE" HANDLE D TO BE TERMINATED UNDER HARDSCAPE. CONTRACTOR WILL BE - BAS uNe o� � DESCRIPTION OF REVISION DATEcny ® INSTALL IN PURPLE CARSO VALVE bO/ EQUAL RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE PRIOR TO ow�ov�oe RAINBIRD EFB-CP-NP-HAN-PRS-D REMOTE CONTROL VALVE W/-NON-POTABLE- HANDLE, SIZE AS D INSTALLING SLEEVES. I I NOTED - INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) �,tyasG4P CITY OF RANCHO C U CAM O N GA 0 RAINBIRD 33DNP 3/4- QUICK COUPLER WITH "NON-POTAB E' LOCKING COVER E ``9 �r wirH�s17 I'll INSTALL IN PURPLE CARSON VALVE BOX �OR EQUAL) � 's,,o �,� 0 � CALSENSE ET-2000-xx-LR-RR w/ IRRIGATION CONTROLLER IN STRONG BOX CABINET SB-24SS/120V, J,K O �� VICTORIA ARBORS O TP1,TP110 and LR-DOME PER CIN STANDARD DETAILS - NUMBER OF STATIONS PER PLAN ' Q r Fg CALSENSE FM-1.5 FLOW METER, 1-1/2' q �n -� turIfo CFD 2001 01 ARBOR LANE ►� SPEARS TUBV-E PVC PVC BALL VALVE, UNE SIZE, WITH CHRISTY'S 'NON-POTABLE" ID TAG C OR EQUAL (OR EQUAL) - INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) of cAu�� IRRIGATION PLAN ALERTLINE PRESSURE PVC MAIN LINE - SCH. 40 FOR 1-1/2 AND UNDER, H - VALVE SIZE OR EQUAL CL. 315 FOR 2" AND ZE RECLAIMED (PURPLE) PIPE GWITH UE PE WARNING E PLAN FOR (TAPE 1000 2r 62 GPM �- APPROVED 13Y' DATE.- �a ALERTLINE SCH. 40 NON-PRESS RE PV LATERAL LINE - SEE PLAN FOR SIZE H 914 - CITY ENGINEER RCE: 24953 OR EQUAL RECLAIMED (PURPLE PIPE WITH PURPLE WARNING TAPE VALVE NUMBER Dow ANY APPROVED SCH. 40 PVC SLEEVE - TWI 9 LINE SIZE MINIMUM USE 6 DIA ETfR PIPE FOR ALL10► 20' 0' LW/JS RIGHT MAINLINE AND 2 1 2' LATERALS, 4' FORALL LATERALS 2 AND SMALLER AT I VALVE AREA (SQ. FT.) �� Withers and Sandgren, Ltd. STREET CROSSING RECLAIMED (PURPLPIPE WITH PURPLE WARNING TAPE DRAWN Landscape Architecture PAV W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PLANS I PN/CD/JK/DN 3457 Ocwn vl.w eoulward, suN. A L - V THIS SHEET 'r 3 2°' Gl.ndaf6 CA 20rs NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERA! LINES. r.b (era) s3a-30oa rain (818) :36-306e �� • Lw 19'83 sir �a I ' REFER TO LMD TRACT 16370, LOT D i STUB-OUT FOR FUTURE IRRIGATION- CONNECT 3 CONTROL WIRES AND ONE t COMMON WIRE FROM CONTROLLER"K" �_� TO THIS LOCATION. TERMINATE WIRES IN I -I I // A 6"PLASTIC VALVE BOX. REFER TO LMD TRACT 16369, LOT A STUB-OUT FOR FUTURE IRRIGATION, AND PROVIDE 32 CONTROL WIRES FROM CONTROLLER"L"FOR FUTURE USE. ,��`�• SEE PLANS FOR PASEOS-VICTORIA 0�• ;` ' — ARBORS TRACTS 16370& 16369 �4- 27Sf456s1- �1► --�`` K9'- 3 I /—. Aell% 2' Cpl 3282sf` 2' 69 �� 3821st KS 70 1 1/2 / �1 00000 33933f K6 69 '\ 3104sf 2' I K7 ,'� `o 23823( K15 43 / �. 2'00 35383t 2 63 ,• � K18 61 ��` �� ti1ti �� 68 01 # • \ .�... �.�... �..�� r �. , / ,� �'; J K �. 334sf 1 26 ,>s 0 �`� �,� _ - /� I /� -� -- ►► LLQ �1► ��► t 3�� 1► ` �� 1 � r 11► �� `� A \ 441 ��► ` —— — -- i — p— - -- —— -- p-- p_---p— �/ —� —�—� ��► —�,�,_�/� ,1► TC' ��; • •$`I�•__ _• 1 ` �2�60 \ 0,. 12� 2 � /1 n;7:-�;7��.7�� • � �: ��: �1► �`► �U �`► `ti 1 �1► IF �-- �._.__V_�— 1231 V- V V K13 —rbf 1 WAl 0 --0 „!. !� 83831 2 ��* �► ` ��► ,"v 000 .,�. �,_,_ ______• o� J•---- "I-" �1: >Q �l • , 911 31" W „�. ev. 1265.53 FS 6'9 �� a tilti `► . �o� '� \► gl� ��: �' �1► \ • • i ti�ti at Higf�Head tilti ��: �a ti �I► �� ► c _� . If _. 1� - le _d �.... \° ,�; �1► �1► Y �' Elev. 1276.39 F / + ��' I ° at Hi ea \ I II at High Head Q � M� —6— —�� — M —M _ � 9 Elev. 1278.9 W r ►U �l3 '�" ' �1: — �� ; �,R sl: ��` �(► �� ► at High Head CIN -,Vol c `, LIMIT OF WORK tK � r ! IRRIGATION LEGEN 30503, 2 68 �G \ IRRIGATION MAIN INE NOTE: �� 1 `�\ SYMBOL MANUFACTURER MODEL DESCRIPTION---7 P.S.I. RAD. G.P.M. DETAIL MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR GRAPHIC ,to cb m RAINBIRD 1812—NP—SAM—PRS-5 Q,H,F 12 POPUP FIXED SPRAY HEAD 30 5 .10, .20 .41 G CLARITY ONLY. MAINLINE SH LL BE INSTALLED WITHIN LANDSCAPED im RAINBIRD 1812—NP—SAM—PRS-6 VAN 12" POPUP VARIABLE SPRAY HD 30 8' .37 — /1.2 G AREAS WHEREVER POSSIB . WHERE MAINLINE MUST RUN UNDER 9n 0 RAINBIRD 1812—NP—SAM—PRS-8 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 8' .26, .52, 1.05 G COBBLE OR ACROSS ROADII, INSTALL IN 6'01A. SCH. 40 PVC SLEEVES. RAINBIRD 1812—NP—SAM—PRS-8 VAN 12' POPUP VAOBLE SPRAY HD 30 8' 0.72 4 1.70 G ♦ • • RAINBIRD 1812—NP—SAM—PRS-10 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 10' .39, .79, 1.58 G NOTE:ALL MAINLINE PIPING TO BE INSTALLED 18" IN FRONT OF Jai Y RAINBIRD 1812—NP—SAM—PRS-10 VAN 12' POPUP VARIABLE SPRAY HD 30 10' 0.75/— 2.60 G SIDEWALK WITH A MINIMyM COVERAGE OF 24". CONTRACTOR TO j PUBLIC PARK, PLANS BY OTHERS v/ V O RAINBIRD 1812—NP—SAM—PRS-12 Q,H,F 12 POPUP FIXED SPRAY HEAD 30 12 0 .65, f.30, 2.60 G PROVIDE NON-POTABLE WARNING TAPE 6"ABOVE PIPING ENTIRE I ,;�, — — —— —— ——— M RAINBIRD 1812—NP—SAM—PRS-12 VAN 12' POPUP VARIABLE SPRAY HD 30 12' 0.65 — 2.60 G LENGTH OF PIPE. _vv RAINBIRD 1812—NP—SAM—PRS-15 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 15' .92, 1.85, 3.70 G M RAINBIRD 1812—NP—SAM—PRS-15 VAN 12" POPUP VARIABLE SPRAY HD 30 15' 0.92 — 3.70 G GENERAL VALVE/QUICK COUPLER NOTE: RAINBIRD 186—NP—SAM—PRS-1404 6' POPUP BUBBLER HEAD 30 --- 1.0 G CONTRACTOR SHALL NOT INSTALL ANY VALVES OR QUICK COUPLERS X RAINBIRD 11402 BUBBLER 30 5' 1 .5 F IN COBBLE AREAS. CONTRACTOR SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL POINT OF ONN ECION — 2' WATER METER ___ [FOR IRRIGATION NOTES SEE SHEET L-10. M VERIFY LO ATI It� FIELD ® IRRIBOOST PER DETAILS, SHEET L-11 BOOSTER PUMP (SIZE AS NOTED, SHEET L-11) WITH STRONGBOX M,N SLEEVING NOTE: KEY MAP METERED ENCLOSURE JSB-24SS — 240V W/100 AMP LOAD © WILKINS 600 2' PRESSURE REGULATOR DEVICE TO BE INSTALLED ON THE INLET SIDE B CONTRACTOR TO TERMINATE ALL MAINLINE,WIRE AND LATERAL OF THE BACKFLOW DEVICE SLEEVES 12"BEYOND HARDSCAPE INTO PLANTER AREA. NO SLEEVES FEBCO 825YA—BV-2.00 2' REDUCED PRESSURE BACKFLOW DEVICE IN COAST B TO BE TERMINATED UNDER HARDSCAPE. CONTRACTOR WILL BE 'GUARDSHACyyK' ENCLOSURE MODEL CGS-1 RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE PRIOR TO I SID- ® SUPERIOR 3100—RW N/0 INST LT INR PAVPLE(CARSON VALVE �OX "�00 EQUAL HANDLE D INSTALLING SLEEVES. BASE UNE Rom �L DESCRIPTION OF REVISION DATEAPPROM RAINBIRD EFB—CP—NP—HAN—PRS—D REMOTE CONTROL VALVEW "NON—POTABLE' HANDL , SIZE AS p PC CITY OF RANCHO CUCAMONGA NOTED — INSTALL IN PUR LE CARSON VALVE BOX �OR EQUAL) � 0 RAINBIRD 33DNP 3/4' QUICK COUPLER WITH "NON—POTAB E' LOCKING COVER E INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL) CALSENSE ET-2000—xx—LR—RR w IRRIGATION CONTROLLER IN STRONG BOX CABINET SB-24SS 1 OV D J f VICTORIA ARBORS / J,K � Q 0 0 TP1,TP110 and LR—DOBE PER CITY STANDARD DETAILS — NUMBER OF STATIONS PER /PIAN � � a " _ ,_ FS CALSENSE FM-1.5 FLOW METER, 1-1/2" A r-1 �, CHURCH 5� ' Ifo / CFD 2001 01 ARBOR LANE " / S r * newal SPEARS TUBV—E PVC PVC BALL VALVE, LINE SIZE, WITH CHRISTY'S "NON—POTABLE' ID TAG C as =a` s a• OR EQUAL (OR EQUAL) — INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) �IC 'qrF of cr�uIRRIGATION PLAN ALERTLINE PRESSURE PVC MAIN LINE — SCH. 40 FOR 1-1/2 AND UNDER, H — VALVE SIZE OR EQUAL CL 315 FOR 2' AND RECLAIMED (PURPLE) P RGWITH PURPLE PLE WARNING— SEE PLAN FOR TAPE 2v I APPROVED BY-. A� DATE: 1004 62 GPM G��,�,G�" ALERTLINE SCH. 40 NON—PRESSURE PV 6i4 CITY ENGINEER RCE: 24953 LATERAL LINE — SEE PLAN FOR SIZE H 1 OR EQUAL RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE VALVE NUMBER DOOM ANY APPROVED SCH. 40 PVC SLE — TWI " LIN SIZ MINIMUM US 6 IAMET�F PIPE FOR ALL 10' 20' 40' LW/JS MAINLINE AND 2 1 2 LATERALS 4 FORALL LATERALS 2 AND SMALLER AT I VALVE AREA (SQ. FT.) Withers and Sandgren, Ltd. -- — — STREET CROSSING RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE ai�wN Landscape Archifecture PXX W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE — SIZE AS NOTED ON PLANS I PN/CD/JK/DN 3487 ocean w.r Boulevard, self• A L 9 THIS S H E ET 1' = 20' Glendale. CA 91200 Telt (010) 236-30006 faw (010) 234-3066 DRAWW NOTE: INSTALL PURPLE "NON—POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. LW smr or STAND ALONE CONTROLLER WITH ANTENNA ROUND PLASTICS VALVE BOX & COVER: STRUCTURE OR ° LR/RR DOME ANTENNA ETCHED "yQgC' (CAR�SO�N 0R EQUAL) HARDSCAPING PORT EPDXY FILLED AND ABOVE GRADE AREASB LOCATED OUTSIDE OF BOX. �8' MIN. � WHITE NSJON INSTALLATION/LOCATION COAXIAL CABLE A GRAD I W AREA 1181 -1 BLUE PER CITY AND CALSENSE - - ROUND PLWIC VALVE BOX & REPRESENTATIVE. - FINISH GRADE ET I TION CA CALSENSE CONTROLLER �- ' ;� UD SET FLUj Fwl G MODE! N0. PER PIANS TT l� � _ ..YY' 3 (CARSON OR EQUAL) �TE D WI RED CONNECTOR r �!t PURPLE RE M WA U WARNINGS EPDXY FILLED WATERPROOF LEAN BACKFILL - SEE ' N "• FINISH GRADE BLACK CALSENSE HARNESS I _ SPECS. FOR MATERIA! I ( I " IRRIGATION CONTROLLER LIOOP (MIN.24 OIG) 120 VOLT DUPLEX -0 �.- _ 9OX COMPACTION REQUIRED OUTLET GFCI). NON-SWITCHED. 33 DNP QUICK ( N RECLAIMED 'DO NOT DRINK' COUPLING VALVE I AL1 VALVE - LINE SIZE WITH WATERPROOF ALL CONTROLLER TO BE WIRED CALSENSE TP-1 BOARD WARNING TAPE ON TOP OF HIGH IMPACT PLASTIC VALVE BOX (CARSON OR HOT'. WITH PU�pL� �- �-�- POLYPROPYLENE HANDLE EQUAL)) WITH PLASTIC INTEGRATED WIRE CONNECTIONS ,• TERMINAL STRIPS TO `= MAINLINE AND LATERAL LINES. RUBBER CAP _ 7 LOCKING LID. PLACE AT GRADE IN x MATCH CONTROLLER ` NON-PRESSURE STAINLESS STEEL {I I TURF AREAS AND 3' ABOVE IN NO OPEN ELECTRICA! HARING SIZE `TTS = $CH. 40SNAKE PIPE SCREW CLAMP I- FLANGED PVC BALI. VALVE PLANT BED. I I' MINIMUM (3) PLACES . I TRENCH SHALL BE IN CONTROLLER °D k COMMON MOUNT AREA. FIELD WIRES " � _ T (= PIG TAIL EXPANSION x k LOOP MIN.24 LONG 3/4 WASHED - (COMMON)) PRESSUR SUPPLY UNE: to CRUSHED '� �, � "+tri; ALL CONNECTIONS SHALL 1= = SCH 40/CL. 315 SNAKE s •�•,° �• (,r'• BE WATERTIGHT OU - E AGGREGATE BASE ,M1 �s b. .s F 14 BLUE TYPE' CONNECTIONS - _ PIP W TRENCH �! �: X+ >i•'� !'t;•. 3 I--- 3' IIt "IT _ _ a:'' i�1:: ::I�i: �:� ENCLOSURE MOUNT n AND TAPE AT 15' OBCLINMID SCH 40 BRASS NIPPLE _ _ RED WIRES F� PRESSURE MAIN UNE 8 ooF NOTES: !�'i INSTALL ADJACENT TO SCH 40 BRASS NIPPLE - `�J-�J -11po MASTER CONTROL PRESSURE SUPPLY UNE 24 LONG a?e° BLACK VALVE 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCA! jTj TT vl A= °�P nor { !! 1'1'.0 %B', P o•�'d '8'ao° CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR I- - I- !_ • °: • / o-� , o- PRIOR TO CONSTRUCTION. T� 8• TVP. PROVIDE. 8 MIN. OF SAND ,� o4p a 0. 0 FLOW METER• BEDDING AND SHADDINO :�'n: ° o•w?` n° o4D q 09 DIAMETER SAME v Q;v: %�';oP :oo•, Q•• od slzE As Flow 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN °d p0 ° METER SIZE SEQUENCE OF REMOTE CONTROL VALVES. SCH 40 BRASS W ELL DIAMETER SAME SIZE �� %8 ooP cizusrl°EorGRAVEL BASE 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH AS FLOW METER SIZE ° o-d (1 3/4 WASHED CRUSHED BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE SCH 80 PVC 90° AGGREGATE BASE 374• Dom• WIRE AT THE ENCLOSURE. NOTE, STREET ELL SCH 40 BRASS 90e NOTES: SHED aR`�' BASE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. f. PLACE AGGREGATE PRIOR TO INST��ATK)N OF VALVE BOX. MINIMUM DISTANCE DOWNSTREAM OF • • PRESSURE SUPPLY STREET ELL 2. INSTALL CONTROL VALVES A MIN. 0/ t2' FROM STRUCTURES OR HARDSCAPINO 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE REO OR BLACK 2. PRESSURE SUPPLY UNE: 2 1/2 AND SMALLER 18 MIN. DEPTH UNINTERRUPTED PIPE (5X DIAMETER IN COLOR UNE FITTING 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. OF FLOW METER SIZE) 3 AND LARGER 24 MIN. DEPTH 4 REBAR STAKE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTUR OR HARDSCAPWO. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. 24' LONG) S. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX. MINIMUM DISTANCE UPSTREAM OF PRESSURE SUPPLY LINE 6. ATTACH METAL VALVE IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND VALVE NUMBER OF FLOW METER SIZE) CONTROL VALVES. UNINTERRUPTED PIPE 1OX DIAMETER 8. UT/RR DOME ANTENNA PORT TO BE CONNI�CTED TO LOCA! RADIO SYSTEM PRIOR TO ACCEPTANCE.0 CITY YARDS CENTRAL COMPUTER NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. K CONTROLLER ASSEMBLY - STD. 524 H TRENCHING - STD. 532 E QUICK COUPLER STD. 536 C BALL VALVE - STD. 518 (RECLAIMED) FLOW METER - STD. 516 TO SPRINKLER - ANGLE PIPE TO BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS ASSEMBLY HARDSCAPING(SEE NOTE 4) SCH 40 PVC MALE ADAPTOR NIPPLE - TYPICAL "SNAP-TITS' WATERPROOF SCH 80 PVC UNION ONNECT RS 0 CONNECTOR A EQUAL t 00 0o PVC NIPPLE "MON E 1TE' WATT EQI�QQF - �' DRAIN CAP FINISH GRADE ELECTRIC CONTROL VALVE WIRE SERVICE LOOP (LOOP - - - - IN I NIPPLE ENOUGH BUNDLE WIRE TO GRADE)WIRE - ! - - MARKED "IRRIGATION RCV' IEXTEND �- PLASTIC VALVE BOX = 1 '' _� 8' PVC COUPLER (CARSON OR EQUAL) a G� DSHACK SPLICE BOX COVER WITHCONTROLLER0SVCGS-1' LOCKING TOP ETCHED 'S.B.' ::M:: I W AND VALVE SEQUENCE I BRASS WYE STRAINER• WITH 60 MESH o0 8' THICK X 12' WIDE MINI FINISH GRADE MONEL SCREEN - CONCRETEE/PAD (LENGTH )VARIES PERAT GRADE IN LAWN AREA -111 = CLEAN BACKFILL - SEE BUBBLER UNION SLOPE ITO AIN CT T MIE&M SPECS. FOR MATERIAL 3 I BED �- � 90X COMPACTION REQUIRED N �j _ •• SIDEWALK FINISH GRADE 12*�_ �(' o• _�• - PVC SLEEVE 8 SEWER PVC • I(1111 RECLAIMED 'DO NOT DRINK' SEWER PIPE �� 8a • � •�*r�� '•�y �,�� V� w' PIPE THROUGH WARNINO TAPE ON TOP OF eADV. � I� • '•.mss MAINLINES AND LATERA! LINES. 000 v• °• y ` CONCRETE PAD 12' X 18' GREEN PLASTIC METER o e• 3 PIG TAI! EXPANSION NIPPLE TYPICAL BOX CARSON OR EQUAL PROVIDE e' MIN, OF SAND •v v LOOP (MIN, 24' LONG) z FROM WATER SOURC 2 PLACES TT{= BEDDING AND SHADDING • " � " to =1 �I�I_�I BRASS ANGLE - _ SCH PVC - CONTROL WIRE SLEEVE - ea o+ FLOW VALVE W/UNION ao 909 COMPACTK)NT�RE I'1 i14 WASHED GRAVEL • •• ti m ;,�' SIZE PER PIAN INSTALL O O O • ' REQUIRED • �= ADJACENT TO PRESSURE er g: SPRINKLER LITERAL °'� I 3 , 3/4' WASHED - 1-� SUPPLY UNE e Y ea %o-oF T3 CRUSHED AGGREGATE I I" _ - - - •• °+. ° 3 0.4 SCH 80 PVC NIPPLE r0 METER y;�Ir PRESSURE SUPPLY LINE :• o. 1 • ro•° P ro° P t SLEEVE - SIZE TWICE 0 �:� •, o o-d o-d SCH 80 UNION LINE TO SYSTEMS DIAMETER OF PRESSURE o e CONCRETE THRUST BLOCK ELBOW I� e. NP SUPPLY UNE 'Pee CONTROL & COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES NON-PRESSURE LATERA! IGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 24 VOLT WIRES. TAPED AND LINE SLEEVE - SIZE TWICE DIAMETER OF NON-PRESSURE NOTES: CONTRACTOR SHALL. VERIFY WITH CCWD PRIOR TO CONSTRUCTION. BUNDLED AT 15 FT. INTERVALS NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 1. INSTALL PER LOCAL CODES. 2 CU. FT. PEA GRAVEL 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BRASS NIPPLE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. SCH 80 PVC SXSXT TEE STRUCTURES OR KARDSCAPINO. 4. PIPING UNDER PA ENT SUSC TIBLE TO TRAFFIC LOADS REFF1t TO CITY PRESSURE SUPPLY UNE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE WALL. BUILDING, ETC.) E NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. STD. NO. 120 (24 MIN. TO 38 MAX DEPTH TO TOP OF PIPE BELOW NOTES: 4. ORIENT UNIT PARALLEL TO STREET. STRUCTURAL SECTK)N . }. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPINO. 1. DEPTH OF SUMP SHALL BE PER SOIL CONDITION OR 3 MIN. 5. SCREEN UNIT WITH SHRUBS WHF�JEVER POSSIBLE. 5. ALL PVC PIPING TO MEET RECLfUMED WATER STANDARDS. 2. INSTAL! VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2. TWO (2) PER TREE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 8. DALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER. WHEN MAINLINE IS 3' OR LARGER. L 24 VOLT SPLICE - STD. 540 I SLEEVING - STD. 533 F TREE SUMP BUBBLER D CONTROL. VALVE - STD. 520 B BACKFLOW PREVENTER - STD. 517 1 24' STRONG SB 2453 12MODEL 0 HI-POP SHRUB HEAD BODY SET TO 4' THICK 1/4' ABOVE FINISH GRADE MULC�I LAYER TAPER 4 G. FINISH GRADE AWAY FROM ❑ NOTE: ENCLOSURE TO BE GROUNDED PER LOCAL CODE. GROUND ROD TO BE + INSTAU EA INSIDE ENCLOSURE ON • CONTROLLER SIDE. TT- _ _ FINISH 17771 i 11 i i i 1 1 I I GRADE II i l 911 t` MIN. II 1 I X-8' X 3'-8' X 6' CONCRETE - t- 2� FOOTING INSTAL! A MWIMUN Of Z I J 1 I 3 ABOVE GRADE AND SLOPE i MM TOP TO DRAIN AT MINIMUM OF 2X. I t- �1 W + W.: _ T COMMON WIRE/CONTROL WIRES IN -I 3 SCH.40 PVC CONDUIT. DESCRIPTION OF REVISION DATE 120 VOLTWIRE IN RIGID 4TE CONDUIT (PER 90° YEELL TO IDECABINET P8' DSCAPf CITY OF RANCHO CUCAMONGA � q 10' 18' I.R/RR-DOME ANTENNA PORT EPDXY r M• wIrHF �y? HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE GFVICTORIA ARBORS PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION PLANS.LIGHT CONTROL AS REQUIRED PER ® PER CITY AND CALCENSE REP. MAX 9d STREET ELL 9d STREET RELL i JIU CFD 2001 -01 - ARBOR LANE I ELECTRIC METPER SCE NAOTERA !SSFITTINGE MARLEX 90' STREET ELL * n CALSENSE CONTROLLER MODEL. N0. ER a PER PLANS. REFER TO CONTROLLER NON-PRESSURE LATERAL UNE SCH APVC NIPPLE IRRIGATION DETAILS INSTALLATION STD. TYPICAL . (2) PLACES STgr a ��\P SECURITY LIGHT ANTI-DRAIN VALVE AS REQUIRED f OF CAUL TIMER REQUIRED PER PVNS. FINISH NOTE: GRADE 8' GROUND Roo APPROVED BY: DATE: I I I I r r }. LOCATE HEAD 2 TO 8 FROM WALKS. CURBS. HARDSCAPWG, MOW STRIPS, -. 2 SCH 40 CONDUIT I I I I I( AND EDGES OF LAWN. CITY ENGINEER RCE: 24983 FOR SECURITY UGHi MIN. 2. USE TEFLON TAPE ON ALL MALE THREADS. WIRINO. I I I I I I 120 VOLT WIRE IN RIGID DESIGN oilt + STEEL. CONDUIT (PER 3. INSTAL! HEADS WITH INTERNAL CHECK VALVE AND PRESSURE Lam- CODE) COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. LW/JS 4. HEAD CONNECTION Al BOTTOM INLET ONLY. Withers and Sandgren, Ltd. P%CD/JK/DN Landscape Architecture P L ,�0 3467 Ocean View Boulevard. Suffe A Glendale. CA 91208 rJ) CONTROLLER - STD* 522 G HI-POP SHRUB SPRAY - STD, 539, T.b `°'°' 23R-3006 Fax: °' 236.306° °11903 � a PROJECT NAME: ,Victoria Arbors-Tract 163s9116311 PROJECT NAME: Victoria Arbors-ArborLane IRRIGATION NOTES(Church SIrrlbOOst Pump Spec 02-0481 t.to Park Entry) 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED (PocatArborlaneaPenfoldDr.) 02.04„ VICTORIA ARBORS - ARBOR LANE AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE Valve#: L19 Valve#: K11 ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER GP Pk.142 wMt u METER INCLUDING HOT TAP AND SERVICE LINE. NTA T T CO C HE CUCAMONGA STATIC PRESSURE High: 70 STATIC PRESSURE High: 70 SYSTEM DESIGN PARAMETERS-11K - L'r COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Low: 63 Low: 83 1System Model Number IBC610A-5-2-2-VFD 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, Person Spoken to:E&2 e'Silva Person Spoken to: Russell Silva company: D Company Number. CCW System Design Flow Rate 56 GPM FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED) FOLLOWED BY Phone Number: 591 Phone Number: 98 -2591 Date: 1403 tare: 9122003 � BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY HGL.. 1403 HGL: 1405 System Design Pressure 106 PSI Total Total A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT Equipme!21 Size Length GPM PSI Loss Equipment Size Length GP9 PSILoss System Pipeline Size 2 INCH PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' Meter Backllow09vice 2 Q, 2 12.00 Backflow Device 2" 68 12.00 Minimum Suction Pressure 50 PSI Meter 2' 68 3.70 RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE Mainline 2-1/2" 149910 42 8.39 Mainline 2-112" 112J 68 110.11 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Master Valve 2" 42 0.59 Mastar Valve 2" 68 1.60 System Electrical Voltage 230 VAC Flow Ga a Ba valve 2-11/2 42 5:000 Gate.Bal Valve 2-1,�2"Flow Sensor 2- 68 4.00 System Electrical Phase and Frequency 1 PHASE 60 HZ 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST Control Valve I t-trz 42 3.40 Control Valve 2" 68 2.15 GUARDSHACK cgs- ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO Lateral Lines-Sch.40 247 00 0 0.00 Lateral Lines-Sch.40 2-112" 4' 68 0.05 Pump Model Number C610AM-BF THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 2" 8' Q 42 0.10 2" 7' ,:;;4 2T @ 8 1-11" o Pump Capacity (GPM) 56 GPM 1.1 Simi 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN 1" tr @ 9 0.22 1 tri 10' � 9 0.20 � Simplex water pressure booster system as designed and fabricated by Barrett pump Total Head (Feet) 130 FEET PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED 3!4" a7 8 3.44 314" 57' (� 8 2.93 Engineered Pumps and distributed by United Green Tech, Inc. The system shall SUBTOTAL: 38.05 SUBTOTAL: 38.06 IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEENeaCom 161161yprefabricated system with pump, piping,In , electrical and structural Um orse ower THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND Sprinkler through filings 10°6 3.60 Lossthrough9hfitPSI 10% 3.80 elements. Pump RPM 3500 RPM EQUIPMENT AND ARCHITECTURAL FEATURES. Sprinkler held PSI needed 30.00 Sprinkler head PSI needed. 30.00 Elevation charge 1 32.70 ft 14.18 System Full Load Amperage 28 AMPS Elevation chane 13.09 ft -8 TOTAL SYSTEM LOSSES: 83.81 TOTAL SYSTEM LOSSES: 78.39 1.2 Pump shall be single stage end suction close coupled centrifugal, cast iron y 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON LOWEST STATIC PRESSURE AVAILABLE: 63.00 bronze fitted construction, equipped with mechanical shaft seal, back pullout design. PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL PRELOWESTS LOWEST STATIC PRESSURE AVAILABLE: 83.00 BOOST FROM PUMP VARIES TO 56 PSI 40.00 PRESSURE BOOST FROM PUMP VARIES TO 56 PSI 35.00 impeller shall be keyed and locked to the shaft with a hex head impeller nut and DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE TOTAL RESIDUAL PRESSURE: TOTAL RESIDUAL ID U A!P RES S U R E: washer or shall be threaded directly to the end of the shaft. Pump shaft shall be CITY. 19.19 19.81 CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI stainless steel with no sleeve. Pump shall be directly coupled to a C-face electric motor. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, starting. Motor shall be ODP to aid in cooling. Electric motor shall be rated for FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. R PLC - TRACT 16369 00 PLC - ARBOR LANE continuous service. The motor shall have horsepower ratings such that the motor M PUMP SYSTEM DESIGN PARAMErIERS 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES will carry the maximum possible load to be developed under the designed pumping FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, PROJECT NAME: Victoria Arbors-Tract 16313 conditions and not overload the motor beyond the nameplate rating of the motor. WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A 02-0481 Motor shall have a 1.15 service factor. The motor shall conform to the latest NEMA PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT PROJECT NAME: Victoria Arbors-Tract 18373 02-0481 (POC at Arbor Lane&Penfold Dr.) Standards for motor design and construction. INITIAL CONSTRUCTION. (POC at Arbor Lane a Penfold Dr.) Valve#: L1 1.4 Pump Control Panel shall have a NEMA 4X plain front, non-metallic enclosure 8. TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER Valve#:1 K27 I GPM: 58 with padlock latches. includes power and control resetable thermal circuit breakers, HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR GPM: 42 STATIC PRESSURE 1-I19n: 1 70 heavy duty magnetic starter with adjustable overload protection. Hands-Off-Auto SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER STATIC PRESSURE High: 70 Low' 63 switch to select mode of operation, and heavy duty numbered terminal strips for CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION Low: 83 Person Spoken to:Russel Silvan 42 SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT Company:CCWD power and COntr01 wiring Lead terminations. Person Spoken to Russel Siiva Phone Number: 987-2s 1 NO ADDITIONAL COST TO THE CITY. Company:CCWD Phone Number 981-2591 Dat®: 9e2003 Date: 622003 HGL 1405 1.g Metal oxide varistor protected pump start relay(s) incorporated in Anel to start 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE HGL 1405 Total Total pump with signal from each irrigation controller. MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. EQuiament Siz Lent GP Psl Los G Equipment Siz Lent GP PSI Los Meter 2" 58 2.30 PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN . (c� Meter 2" @ 42 1.40 BacktlowDevice z' 56 12.00 1.6 All system piping shall be type 'L' copper. All fittings shall be copper or brass, $ ENCLOSURE FOR IRRIGATION WIRING. Backflow Device 7 @ 42 12.00 Mainline 2-112" 1968' 0 58 18.50 with unions or flanges to allow fors stem disassembly or major component removal. 2 5 4 Mainline 2-1,2" 875' Q 42 4.99 g y y j p Master Valve 2" @ 42 0.59 Master Valve 2" a 5e 1.05 System shall incorporate an integral full size bypass line with isolation valve to allow � 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER Flow Sensor 2" 42 1.00 Flow Sensor 2" @ 58 1.00 3 Gate' valve 2-1 r2" (c 42 5.00 Gate/Balt Valve 2-112" 58 6.00 for pump removal and repair without disrupting water supply to system. PER WEEK (TURF)AND 2 INCHES OF WATER PER WEEK Control valve I 1-tr2" @ 42 3.42 Control Valve 1-112 58 1.45 (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK Lateral Lines-Sch.40 2-12" 0' @ 0.00 Lateral Lines-ScK 40 2-12" - (c - 0.00 1.7 Isolation valves shall be all brass quarter turn ball valves with hard chrome ball 1 BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER 2" 8' @ 36 0.06 u CONTROLLER SHALL OPERATE AT A TIME. 1-1.Q" 402 Q 29 0:0 1-12" 9' 0 28 0.16 on lines 2 and less. isolation valves shall be lug style butterfly valves with Buna-N 0 1-114" 8a' @ 11 2.34 1 114" - - 0.00 elastomeric seats, ductile iron nickel coated disc, and stainless steel stem with 1" 38' @ a 1.54 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS 3,4" 30' 8 1.54 314' 68' 8 3.39 handle and 10 position galvanized memory plate on lines 2 '/z" and greater. 7 SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS sueroraLc 34.2f SUBTOTAL: � 48.34 1 � �� PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY Losstivouyhfittrngs 10% 3.43 .8 Gauges shall be 2 /s diameter face, glycerin filled with stainless casing and THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF Sprinkler head PSI needed 30.001 Loss through fittings 10% 4.63 brass internals. INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE Elevation change 1 0.70 It 0.30 Sprinkler head PSI needed F 30.00 CITY. TOTAL SYSTEM LOSSES: 88.00 Elevation change 13.30 ft 5.78, 1.9 Flow activated addle style ma neticali led flow switch, sensitive to flows TOTAL SYSTEM LOSSES: 88.73 p y g y coupled LOWEST STATIC PRESSURE AVAILABLE: 63.00 as low as 1 fps, mounted on piping and interconnected to time delay to relay to shut 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- ? (STATIONS) - LR PRESSURE BOOST FROM PUMP VARIES TO 56 PSI 25.00 LOWEST STATIC PRESSURE AVAILABLE: 83.00 down pump on no-flow conditions, time delay relay adjustable from 0 to 5 minutes. �'' b (LOCAL RADIO) - RR W/TP1, TP110 AND LR DOME INSTALLED WITHIN A PRESSURE BOOST FROM PUMP VARIES TO 58 PSI 43.00 IOTA!RESIDUAL PRESSURE: 20.00 ® � STRONGBOX (SB) 2488/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI MOUNT THE ANTENNA PORT EPDXY-FILLED ON TOP OF THE ENCLOSURE PER TOTAL RESIDUAL PRESSURE: 19.27 1.10 Pump system shall be mounted on a structural aluminum skid with mounting ( ) CITY REQUIRED RESIDUAL.WATER PRESSURE 15-20 PSI flanges on front and back to allow for mounting of skid to concrete pad. Skid 3 MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A equipped with pipe support on suction and discharge piping. All nuts and bolts and TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE washers to be heavy zinc coated steel on skid and piping. Skid shall include �/ v OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE S PLC - TRACT 16373 P PLC - TRACT 16313 ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. mounting hardware for integral aluminum enclosure. PROJECT NAME: victoria Arbors-Tract 16370 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE - 1.11 The system enclosure shall be vandal and weather resistant, marine grade 6' MIN CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE o2-x481 aluminum alloy5052-H32 construction with rectangular punch outs for viewing and 6 (POC at Arbor Lane&Penfold Dr.) g p g 10 TYP IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE CONTROLLERX's. heat dissipation. The enclosure shall be low profile hinged top design with padlock , . • , .N , , . ; , ,�4 PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. Valve S4 provision. The cover shall be secured to the concrete pad with stainless steel .' ' �',,.., b, .� hardware. ', r' .'' 1 , , ' . ��,,. 'd, ,"+' ` 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF (40 Stations) STATIC PRESSURE High 70 ' '' '' THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Low. 83 1.12 Pump Assembly shall include the following options: 11 .,'.. Person Spoken to: Russe'Silva [X] (VFD) Where specified in the System Design Parameters, a Variable 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO ARBOR LANE STATIONS 1 - 23 Phone Number: 98 CCWD 1 Frequency Drive system to convert incoming 1 phase power to 3 phase power for THAT THE TOP OF THE SPRINKLER HEAD IS '/."ABOVE FINISHED GRADE. Date: 91212003 the motor. VFD system to receive feedback signal from system mounted stainless TRACT 16373 ..... STATIONS 24 - 27 HGL: 1405 steel pressure transducer, and in conjunction with internal software driven PID Total BARRETT ENGINEERED PUMPS, E ui men Size Len GP PSI Los control loop maintain customer adjustable constant system discharge pressure by LOW FLOW- FLOW SWITCH ACTIVATED Additional Open Stations Required: 7 Meter z' @ 54 2.20 varying the speed of the pump in response to varying system load. BacktlowDevice 2" @ 54 12.00 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. Mainline 2-12" 1290' @ 54 11.74 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. Master Valve 2" @ 54 1.40 1.13 The services of a factory representative or trained service professional shall DESCRIPTION OF REVISION DATE App pt Flow Sensor 2" @ 54 1.00 be made available on the job site to check installation and perform the startup and 3. BRONZE 114 TURN BALL VALVE Gate/Bag valve 2-1 CONTROLLER 'L,. 2: 54 4.00 q CITY O F RANCHO C U CAM O N GA Control Valve 1-12" � 54 4.38 Instruct operating personnel. A startup report containing voltage and amperage S. TYPE L COPPER.4. BRONZE NON-ADJUSTABLE FLOW SWITCH. �,rtascaPf Contro Lateral Lines-Sch.40 2-1t7' 3' 54 0.03 readings, suction and discharge pressure readings, estimated flow conditions, and 6. BRONZE UNION ADAPTER. Z" 0 0.11 general operating characteristics shall be submitted to the Owner. 7. PRESSURE GAUGE, LIQUID DAMPENED. (32 Stations) 1-1/2 e' 0 0.11 8. BRONZE DISC STYLE CHECK VALVE. VICTORIA ARBORS 1-114" 0 (� 0 0.20 9. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 1" 29' 10 0.70 1.14 Four sets of operating and maintenance manuals shall be provided to the CFD 2001 -- 01 - ARBOR LANE 314" 90' 8 4.83 10. STRUCTURAL ALUMINUM BASEPLATE. pn re Owner after startup and shall include parts manuals for major components, i o� TRACT 16313 ..... STATIONS 1 - 5 SUBTOTAL: 42.50 performance curve for pump, general sequence of operatlon and electrical THICK11. 6 INCH AC STD 318- M XN CONCRETE0 PSI RATED TM C-94, * w a0 * IRRIGATION DETAILS & TRACT 16370 ..... STATIONS 6 - 13 Loss �n�°'dad Ps needed 10% 30:00 schematic for control panel. 12. MAIN POWER CONDUIT. sqT� Elevation change ,5.84 of c�,u�° PRESSURE LOSS CALLS TRACT 6369 ..... STATIONS 14 - 19 TOTAL SY STEM LOSSES: 83.61 APPROVED BY: DATE:- Additional ATE: Addition I Open Stations Requited. 6 LOWE3TSTATICPRESSUREAVAILABLE. 63.00 CITY ENGINEER RCE: 24953 PRESSURE 9_5�3� �U PRESSURE BOOST FROM PUMP VARIES TO 5a PSI 40.00 OEM LW/Js TOTAL RESIDUAL PRESSURE: 19.39 Withers and Sandgren, Ltd. _ CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI OfiNM Landscape Architecture P PN/CD/JK/DN 3467 Ocean Mery Boulevard. suits A L - 11 Telt (816) 236 3006 Fax: (8 8) 236-3066 3 T CONTROLLER STATIONS Q PLC - TRACT 16370 (N) PUMP ASSEMBLY /1ft =J SHW or I REFER TO CFD 2001-01 ( II I I I I 1 ► © w I REFER TO LMD TRACT 16370, DEVELOPER �ERTO LMD TRACT 16370, LOT C -2 . I O i i w o i INSTALLED/ PROPERTY OWNER MAINTAINED T I I I 12 CL I T-3 I I I I I I .� .... ....... �_ \!O i I I I I T-3 / I I I I T_42 LIMIT OF WOR K0000 � 4 \ \ I I I I I ` \ \ .,..-..e LIMIT OF WORK.. .� mmummo ommmwmnmw mmommonow mmummommo ommommomw -- --- -------- �— 1T mmm� ommmommo r �j ri I�� err r� . r— STORM DRNN r �, �- Ir f T ! �j L1J fi r � '' • W ri .'" • • • T 1 !� � 7' /• / .--.Y I ❑ ( r„ �r "' �"'Tr 7T. 1- ,�,1,_... r"•T...�-• W • /T �r 1 r 1 ' i r ' , I r+" r ♦ �1i� ❑ ❑ Lij I i` jy 1 T ►r.l— — , 11� � ,,,�' �A ire rr ui IT� C) w 1T� �' J� F�-" �►�"' �r � T,-r �{'._.�.• .. T ,."` ,,, � r r Y •� Tf'^.��. �* .[y/_,'` }'' ,��,- T y..,.�y`y7T , yw{ .. {��' r „ .T`'�' r .+ r t ,��.{�'' .. '{ T, � -� r 1"""' r, I ❑ ❑ ❑ I '� V 1 l j -- y I.- 1 / y... t ! ' '.. �' �.� 1 'r. i I_! ,� 1- r. _! ,r•- y .C- .�1 j 1 ii, I Zr3 i- r j— (' i �'_ r Y jT - r—� . F-r -- r.! rr T�� r l �'- 1� �fiT ,� r � ��-�,:,,,L..,�'F�. r- r r� orf r I ' �r—�T— r 1� r - � 1 fi — r--, , ,- 1 � �....��.,.rr � �� ~;�.� 1 r � j �,�� j� T �� it � � �� Ti • � T _ 1 l _i — fir. I � (i T � T �J, rr. � 1 ` — — �"� • • • • Irrjrr-.X"' I;,'i' .`T'.. '�:' r T-`t Y'.' _---� y El El El I _ 1I• t r r C�, ,'� . .-� +; 1 T- •\ { �'. CTS` • • - 1 L I_ - - - - - - J • � • • • • • • r f 1T�j { fi r ' 1 I I I% "111 ' (�// y� \ ///� �i _—/� \�* I J1// 1' 1��j \ ` ZI 0 Imff \ �.. ....o. I I .... � .. oma. �• I / LIMIT OF WORK I I I -1 T-2 i r� I _I I 14 I=7i I I I I I I �' ... REFER To I MD TRACT 16373 PLANS o I f w PUBLIC PARK, PLANS BY OTHERS REFER TO LMD TRACT 16373, LOT C REFER TO CFD 2001-01 10_3 I I SEE PLANTING NOTES SHEET L-16, DETAIL H LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS. SEE SHEET L-16, DETAIL "H' FOR SPECIFIC INFORMATION. KEY MAP I I BASE UNE RD. L TREE LEGEND QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS O `(inn W DESCRIPTION OF REVISION DATE cily T-I LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24' BOX / SPACING PER PLAN 0 STANDARDS IL� �--- APPROVEL 0Q "URC" S` CITY OF RANCHO C U CAM O N GA T-2 PINUS CANARIENSIS CANARY ISLAND PINE 24 BOX / 25 O.C. 30 jr wiry� ��y� III J a �.► • T-3 PLANTANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 24' BOX I SPACING PER PLAN 36 STANDARDS ; P VICTORIA ARBORS CFD 2001 - 01 — ARBOR LANE T-4 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING PER PLAN 0 STANDARDS / SKINNED a �� !— * Rea 71 CLEANED PRIOR TO DELIVERY JI sTq a �. TREE PLANTING PLAN NOTE: PLANT ALL TREES MINIMUM 24' AWAY FROM WALLS AND WALKS1 lF OF CAUL 81 APPROVED BY: / ) O CITY ENGINE �(GGf�i /(_e� RC� ER 2 953 YMBO _, ,IDESION QTY 10' 20' 40LW/JS Withers and Sandgren, Ltd. THIS SHEET N/CD/JK/DN Landscape Archifecfure P OctanL 12 3467 Vltr 8oultvasd, Sufft A 1 20' Gltndalt, CA M06 �' OU TtN (818) 236-3008 raxs (818) 2$6-3066 N0' LW /9'B sit a i 1 \ 1 \ 1 1 / \ 1 REFER TO LMD TRACT 16370, LOT D 11 REFER TO LMD TRACT 16369, LOT A / \ I 4. \ I 1 I � - I _T_3 /T-2 /� f\Lo \L4 11 LIMIT OF WORK ,.� / ol :�Al -,1�I�:�#mW f i 's luo \!1.4 / IM/VIVO E ui / `� MAIr1 V..✓1 Xiri y rr' I !1.! • • • • • • ,/1 - / ��j--�� •— 1' 1 r 1 .�-' � r�Tr' T� � � �, �1�T� i1 1 r7 � r-= U) • T-' • • • .,� �T• '" rJ' M ��.• t ,- � � � r� _: �� - lex= 1 ,� �1 r 1 • r , 1 rJ r� „ .-E T 1 1 (`1 t' t- / r 1� r��T r rrX � • • - — — — — — — ._l ,1� i" / �" r, i' ItJ � ?" �r-•"�� •„!,; �;•'� ,� � �� '1 ..- � 1 � �.`�"�..� ,r"� T,4 ' r T 7 _ 1- 1� 7 1 1_ r , r `� T- l T rT" t * , + i .r- ,.. , r r r-- ,p�yV Y r` .rte '(-7 '�'. - . .' r r Tj -11 r �IT TfT_- '7, "'""".JJJ "r- �`I'��. t-� r 7 1 t-�ty 1 — _J 4\ r 1^ t� T � �.` 1" C 1`1�� ❑ ❑ T � {�� ( . • • • n � ..jr�TT • r r� r�` x �r r-3 70 • k Q • • • • T X� rrr , �r r � a 1 • • � rte"-71��1�_.._:_�� • ��r T-4 — 14 � �� "mwmmwm . .--- LIMIT OF WOK 1� \ SEE PLANTING NOTES SHEET L-16, DETAIL H 1PUBLIq BARK, PLANS BY OTHERS LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS. SEE SHEET L-16, DETAIL"H" - FOR SPECIFIC INFORMATION. I KEY MAP TREE LEGEND QTY (TOTAL I BASE 17_N f Ro SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKSDESCRIPTION OF REVISION DATE 0 T-I LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24 BOX / SPACING PER PLAN 14 STANDARDS Fi� PF CITY OF RANCHO C U CAM 0 N GA 0. �,NDSCA q tir 1 W1rHfRs may? T-2 PINUS CANARIENSIS CANARY ISLAND PINE 24' BOX / 25' O.C. 24 ' 0 0 �, W J B�° �� VICTORIA ARBORS �} T-3 PLANTANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 24' BOX / SPACING PER PLAN 30 STANDARDS CHURCH STCFD 2001 - 01 -. ARBOR LANE 0 4 1 r * e, ,ID oq 0 T-4 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING PER PLAN 14 STANDARDS/ SKINNED 8S,/ ae TREE PLANTING PLAN CLEANED PRIOR TO DELIVERY ATF OF NOTE: PLANT'ALL TREES MINIMUM 24' AWAY FROM WALLS AND WALKS j APPROVED 8Y2 DATEt �s CITY ENGINEER CGu RCE: 24953 YM�O 1020' �/• LW/JS DRAWN Withers and Sandgren, Ltd. P Landscape Architecture I PN/CD/JK/DN 3407 Ocwn Y(rr Boulowd, Suffe A - 13 THIS SHEET 1 y 20, Olmdai T"h (818) 230-30006 CA 9,200 raxs (Ota) 230-3060 DRAWW ft LW / 183 REFER TO CFD 2001-01 REFER TO LMD TRACT 163701 DEVELOPER S-8 REFER TO LMD TRACT 16370, LOT C INSTALLED/ PROPERTY OWNER MAINTAINED 10 UJ S-2 s-1 0 S-7 53 0 E V-1 S-7 —s- S 10 S-7 S-3 S 7 S_9 �- ?' 12 154 47 22 36 46 215 45 S-2 S_7 S-6 S-4 p_ Z \.L/ \Lo58 52 W.. � S-11S-5V_1 S-10 S-6 S-2 S-2 S-4 S-3 5-10 S-7 S-2 5-11 ..�.. 9 152 9 46 6 3 3 8 44 S-11 S-11 S-2 7 4 7 8 109 58 _ ` S-4 S-2 S-4 S-3 S-11 S-6 S-2 S-12 S_3 5-10 S-2 S-11 11 8 6 6 J ' - S-7 8 46 4 9 5 1 g _ 45 160 g 9 \L4 S--A 0 - - �� .....,."r � O S-10 ® O O ® ® O O O O � J J 130 J I 1 1 1 J J J J S-1 O [�J J 1 1 1 1 I l t I I J J J J I I I J J J J J I 'I'I I II, IJ J J I 1 1 J J J II 1111 J J J J J J J 11111 11, ',1 J J 19 J � JJJJJJ 1 1 111'1'1 J J J J J J J I I 0 0 0 J J i i l l l l J J 1 1 ( 1 1 i t 1 1 t i l l 1 STORM DRAIN �� III I 1 1 1 ill I I 1 1 1 1111 111 0 0 0 0 f I I III 111111 I S_3 - n' II 11111 �STORMDRAIN'.� r. 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I S-5 LANTANA 'PATRIOT HONEYLOVE' HONEYLOVE LANTANA5 GAL 48' O.C. 0 LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL I BASE u D-� 1 ____� ,� x` TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, I DESCRIPTION OF REVISION DATE ® S-6 MAHONIA 'GOLDEN ABUNDANCE' GOLDEN ABUNDANCE OREGON GRAPE 5 GAL 601' O.C. 63 PURSUANT TO CITY STANDARDS AND DETAILS. SEE SHEET L-16, DETAIL"G— FOR SPECIFIC INFORMATION. CITY OF RANCHO C U CAM O N GA S-7 NANDINA DOMESTICA 'NANA PURPUREA' DWARF HEAVENLY BAMBOO 5 GAL 24' O.C. 1815 1AllpF wtrH� S-8 PELARGONIUM PELTATUM IVY GERANIUM I GAL 24' O.C. 0 MIXED COLORS IN EACH PLANTER -- O W JT 'ego �� NOTE:ALL STRAP LEAF PLANTS TO BE SET BACK 12"GREATER THAN VICTORIA ARBORS Q O S-9 ROSA 'ICEBERG' ICEBERG ROSE 5 GAL 48' O.C. 18 THEIR DIAMETER BEHIND WALKS TO PREVENT LEAF GROWTH INTO ® J URC" 5` ,a CFD 2001 — 01 - ARBOR LANE SIDEWALKTYPICAL ALL PLANTS. af S-10 TRACHELOSPERMUM JASMIN IDES STAR I GAL 24 O.C. 2778 wl am Pit �t +9 o S-II WESTRINGIA ' ' 'WYNYABBIE GEMWYNAYABBIE GEM COAST ROSEMARY 5 GAL 48O.C. 57 �� ST�TF SHRUB PLANTING PLAN 0 � �[- of cpu °® S-12 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 4' O.C. 28 �I,- APPROVED BY: - � CITY ENGINEER c ,/� 12CE: 24953 V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 15' O.C. 57 TRAIN TO WALL � DESIGN 10' 20' 40' LW/JS Withers and Sandgren, Ltd. YMBO Londsccpe Architecture P QTY p . ,, .. __ .oz_ PN/CD/JK/DN 3467 Ocean View Boulevard, Suite A L - 14 THIS SHEET I* = 20k', Glendale, GA 91208CKm Tes (616) 236-3006 rQxt (616) 236-3066 ► LW SHW ��O A , REFER TO LMD TRACT 16370, LOT D - - - - - - - - - - - - — �- - - -- - � REFER TO LMD TRACT 16369, LOT — — — — — — — S-10 254 S-7 S-7 83 S-4 \!.5 / S-11 9 Li S-7 S-1 7 S-7 S- S-2 S-10 29 18 2, ' -- - -50 S-7 -4 S-6 S 7 S-2 S-10 S-3 S-10 S-3 5-11 46 tA \ 9 44 S-3 \!.2 / 135 44 9 82 S-6 S-3 174 413 \1.4 / 44 S_3 _7 4 fig 2 S-10 S-V S-4 5-11 Q S`-6 S-1_" S-3 $ 4V 29 / O O I 1'I' 1 I' ' 1'I J J J J J J J 26` S-4 125 S-11 10 11 S-12 11 S-1 16 44 � 1 t t 1 1$ S-2S-6 S-1 2 ° S-8S-1 S-10 S-7 5-10 18 V-1 _L \ioj 124 S-243 166 26 177 ....,�,� JJJ i 1 i'' S-7 39 112 ' 23 30 S-4 S-9 J mmummmmmo40 J 18 23 $-5 32 JJJ 1t6 S-7 J J O S-7 , 1 19 J J J I I 1 1 QO QO QO O i J J I I I p I I I I t l i 2$ 1 1 1 f 39 p ° I 1 1 1 J J J 1111 I i,l JJ J J J J O 5-10 i�l �l�lit' i JJJJ I I I I I I I I J J JJJ J J J J I 111 I 111 I - �.{,. 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S-5 LANTANA 'PATRIOT HONEYLOVE' HONEYLOVE LANTANA 5 GAL 48' O.C. 132 J LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL I—- - BASE UNE M). ® S-6 MAHONIA 'GOLDEN ABUNDANCE' GOLDEN ABUNDANCE OREGON GRAPE 5 GAL 60' O.C. 38 TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, I - DESCRIPTION OR REVISION DATE APPROVM DETAIL"G' I 1 ' S-7 NANDINA DOMESTICA 'NAVA PURPUREA' DWARF HEAVENLY BAMBOO 5 GAL 24' O.C. 1484 PURSUANT TO CITY STANDARDS AND DETAILS. SEE SHEET L-16,FOR SPECIFIC INFORMATION. °t CITY 0 F RANCHO C U CAM 0 N GA e. a i �ftlDS(.APEt S-8 PELARGONIUM PELTATUM IVY GERANIUM I GAL 24' O.C. 254 MIXED COLORS IN EACH PLANTER i l+ ti� 3 ° S-9 ROSA 'ICEBERG' ICEBERG ROSE 5 GAL 48' O.C. 56 NOTE:ALL STRAP LEAF PLANTS TO BE SET BACK 12'GREATER THAN (� O ! � W eP VICTORIA ARBORS THEIR DIAMETER BEHIND WALKS TO PREVENT LEAF GROWTH INTO n , f'' ��FuR�H r CFD 2001 --01 ARBOR LANE ® s-lo TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL 2a' O.C. 2s6o SIDEWALK. TYPICAL ALL PLANTS. $ ��r * R ; °� O S-II WESTRINGIA 'WYNYABBIE GEM' WYNAYABBIE GEM COAST ROSEMARY 5 GAL 48' O.C. 41 02 �� I S a SHRUB PLANTING PLAN °® S-12 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 4' O.C. 28 OF IL APPROVED BY: DATE: W,: - V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 15' O.C. 30 TRAIN TO WALL CITY ENGINEER 22"Led RCE: 24983 Dam AMBO 10' 20' 40' LW/J$ Withers and Sandgren, Ltd. QTY DRAWN Landscape Architecture P PN/CD/JK/DN 3461 Ocean Tier Boulovard, SuHe A L - 15 6208 THIS SHEET ," = 2 a Tab (616) 236-3000 e. faktt(81) 436-3066 0RANIM N06 LW $ smear or_ R NOTES: STORM DRAIN/UNDERGROUND UTILITIES BCR 1. REMOVE NURSERY STAKES 2. SPT BE PLUMB AND PALM FRONDS TO BE TIED WITH ARALLEL ( y 1 3. STAKE TR P DICULAR ORGANIC TWINE: UNTIE AS DIRECTED 4� F COMPACTED WOOD I r TO PREV �NG WA D. BY CITY INSPECTOR. I ( v N TREE TRUNK TO BE SKINNED BY CHI MULCH. SI UTILITY, CURB (CONCRETE HEADER, FINISH SOIL GRADE s'u U r w s EXISTING PALMSDIRECTED, MATCH CURB & GUTTER, SIDEWALK, ETC.) TOP TIE TO BE PLACED AS Qjr U DAY CREEK BLVD. LOW AS POSSIBLE ON THE $ 12' � CURS AND GUTTER M 10' S'� � U * MIN. %9.1' TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW HEAD OF TREE FLEXING OF THE TREE. BUT WHERE SPECIES GROWTH HABIT PERMITS. v�i� NOT SO LOW AS TO LOSE _ _ PALM TRUNK TO BE PLUMB SUPPORT OR ALLOW MAIN TRUNK -� 4" THE HEAD TO DROP., VARIES 2 SETS OF CINCH TIES SPACED 24' sIDEWALK RETATTTACF� YAEED 3 ROOTBALL/LEVEL WITH FINISHED GRADE DRIVE 2' D !VOODG�� PO SPINE SDAK RIMM WITH c� 2" LAYER I I -0 I APPRROACH S'E' g �� 12' MAX. W00l UUPRESERVAIT STAIN, DRN��EppASS �� SHOVEL CUT EDGE COMPACTS� 2 CU GU • ANDMt�OSI ON STAKESUNDIS DEBROOTOBALL DECOMPOSED BUBBLER HEAD, WHERE PROPOSED NATIVE S011. a' S' S' �� 10' ARBOR GUARD W TURF AREAS. CONCRETE PLANT PIT, SCARIFY SIDES AND M IN. �` TOP OF R00TBALL TO EXTEND 2' CURB OR BOTTOM OF PLANT PIT 6' UNDERGROUND STRUCTURE e4. ABOVE FINISH GRADE. Ix PAVING1 2M BACKFILL TO BE 100% WASHED CATCH BASIN TRANSFORMER VAULT. TIGHTLY COMPACTED 3' BERM PLASTER SAND. ALL BACKFILL TO NOTES. TO FORM WATERING BASIN BE WATER JETTED DURING PLANTING FOR GROUND COVER 'K 1. TREE SPACINO SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER INSTALLATIONS. LOCATEQ FOR MAXIMUM STABILJTY. NOTES: 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SICHT OUTSIDE OF PLANT PIT. �C_ b 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL CRITERIA AS APPROVED BY TRAFFIC ENGINEER. BERMS IN TURF AREAS TO SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL I AT ALL LOCAL RESIDEN BE REMOVED PRIOR TO wi ��; ,� ,�, _•� � PARKWAY TREE AT A M25'RESIDENTIAL OR ECR. PLACE est CITY ACCEPTANCE. y. . _ .�' 12 MINIMUM 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON' THE PLANS AND BLEND NATIVE BACKFILL WITH INTO EDGES AT GROUND COVER AREAS. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROCKS GREATER THAN 3 DIA. --3' X 3' DEEP DRAIN; BACKFILL 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. OWNED WATER & SEWER LATERA. LINES, 2.5 X ROOTBALL WITH CRUSHED ROCK 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. AMENDED SOIL UNDISTURBED WIDTH 6. STREET TREES ARE SUBJECT 0 INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ( TWICE ROOT BALL WIDTH 7. STREET TREES SHALL. BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS D MULCH INSTALLATION STD*509 C TREE PLACEMENT STD.501 B DOUBLE STAKED TREE - STD*502 A PALM TREE PLANTING PLANTING NOTES ONE HALF OF SPACING 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE LIMIT OF PLANTER AREA REQUIREMENT CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. TIGHTLY COMPACTED 3' BERM TO FORM CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION DEPRESSED WATERING BASIN. EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TOP OF RPOTBALL TO 4' WOOD CHIP MULCH. SPECIFICATION FFE N ENDGRAD OVE 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE `- REPAIR/REPLACEMENT, AT NO COST'TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND ROOT BALL FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE EQUAL PLANT PIT TO BE2 TIMES qr INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED FINAL GRADES HAVE �� THE WIDTH OF THL ROOT BALL � F-Ii-- BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND AMMENDED BACKFILL WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT NOTE: Nq ROCKS GREATER THAN MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR 1. ALL SHRUBS AND GR UND COVER TO BE PLANTED AT EQUAL 3 DIAMETER. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON TO EXCAVATION. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR NOTES: SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. OF ROOT BALL DO NOT CRACK ROOT BALL ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINALQUANTITIES APPROVED BY THE CITY. OF PLANT MATERIALS. PLANT QUANTITIES INDICATEON THE LEGEND ARE ESTIMATES ONLY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. F GROUNDCOVER SPACING - STD.508 E CONTAINER PLANTING - STD*506 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6' INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. MULCH IS TO BE CITRUS CHIPS (1' TO 2A' SIZE DESCRIPTION OF REVISION DATE CHIPS) OR EQUAL GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CITY 0 F RANCHO C U CAM 0 N GA CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO1DSCAPF ,00 PURCHASE AND PLACEMENT. MULCH IS AVAILABLE FROM: J4 `� vmh. WiryFRs� EARTHWORKS SOIL AMENDMENTS VICTORIA ARBORS P.O. BOX 77248,'CORONA, CA 92877 (909) 270-4088 I FAX (909) 270-0991 a We CFD 2001 - 01 - ARBOR LANE srgT a � PLANTING DETAILS F OF APPROVED BY: CIN ENGINEER �e�.��GCI,� RCE. 24953 Dir+ LW/JS Withers and Sandgren, Ltd. PANIIIN PN/CD/JK/DN LandImpe Architectur• P L 6 3467 Ocean Vlow Boulevard, Suit. A Glondolo, CA 91208 Tob (618) 236-3006 roxs (616) 236-3066 -/ G PLANTING NOTES _. 0.3 _ sir _or ELECTRICPEDESTAL `°P1" LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) SERVICE EDES L 120/24OV., 10, 3wDESCRIPTION WATTAGE LAMPS MOUNTING h 200 AMPS MAIN Ste' Y POLE LIGHT N0. WATTS TYPE STRONG BOX #SB-24SS-120/240 VOLT 13W FLUORESCENT WALL LIGHT IN GAZEBO 117 1 13 Fl 38X SURFACE �}+ STREET LIGHT PHOTOCELL WET LOCATION, 120V MOUNT ON T GFI RECEPACLE• O POST 4 WALL LIGHT CIO KENALL LIGHT FIXTURE CALL OUT. 'A' INDICATES FIXTURE TYPE, '100' INDICATES WATTAGE • 5112-c-MW-13-1-120-AL-MP Qi I 10OW HIGH PRESSURE SODIUM 14FT POLE LIGHT, TYPE III 95 1 70 LU70/MED POLE LIGHT FLUSH FLOOR RECEPTACLE IMTH COMBINATION BRASS COVER DISTRIBUTION, 240V M 200A © DUPLEX RECEPTACLE, WALL MOUNTED +15' TO CENTER OF BOTTOM DEVICE. I , 2P I CYCLONE #ICP0915-F2AP-PR3N-LPC-100HPS-VOLT-S2-RAL9017TX + QUADPLEX RECEPTACLE, WALL MOUNTED +15' TO CENTER OF BOTTOM DEVICE. • NOTES: & POLE D12-14-SA-6041-RAL9017TX-6R GFI-TYPE RECEPTACLE, MOUNTED IN NEMA 311 BOX IN POLE LIGHT. 200A 1. SERIES CONNECTED RATING OF SHEETINDEX HUBBELL # GF5352GY UG PANEL BREAKERS MAY BE USED. ALL A-1,3,5 BREAKERS MUST BE SAME I P1 I MANUFACTURER AND U.L. LISTED, I lit HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. SERIES CONNECTED SHORT CIRCUIT L-17 SYMBOL UST, FIXTURE SCHEDULE, SINGLE LINE DIAGRAM I I RATING FOR THAT VOLTAGE. AND DETAILS WIRING RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. I— ' — ' — ' —' ' _ ' L-18 ELECTRICAL SPECIFICATIONS (1) 2"C. TO SHALL READ CAUTION SERIES RATED 2. FIELD MARKED ALL E L-19 PARTIAL SITE PLAN — — — WIRING RUN UNDER FLOOR, OR UNDERGROUND. I R ELECTRIC PULL BOX I SYSTEM 42,000A AVAILABLE L-20 PARTIAL SITE PLAN J INDENTIFIED REPLACEMENT JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT - -•-------- —-- COMPONENT REQUIRED. [JJ JUNCTION BOX OR PULL BOX SINGE LINE DIAGRAM SCALE: Z ELECTRICAL PANE! BOARD AS DESIGNATED, FLUSH MOUNTED N.T.S. J ELECTRICAL PANEL BOARD, SURFACE MOUNTED "-1 ® ELECTRICAL SERVICE PEDESTAL TELEPHONE TERMINAL BACKBOARD. PROVIDE 1/2'C. - 1 #6 GROUND CONNECT TO COLD WATER PIPE. ----11-5-1/2' X 'X' INDICATES PANELBOARD OR EQUIPMENT DESIGNATION -10 'E-100' INDICATES PLAN PANEL SCHEDULE O2 PLAN NOTE REFERENCE, SEE NOTES FOR REQUIREMENTS MOR �T TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS. aJ FUSED DISCONNECT SWTCH - HP RATED WTH FUSES SIZED PER EQUIPMENT MANUFACTURER. 14, F1 FEEDER DESIGNATION; SEE FEEDER SCHEDULE POLE HEIGHT 70AMP FUSE AND 100AMP STITCH, FUSE TYPE AS SPECIFIED ABOVE DIRECT EMBEDMENT; SIMPLE AND GRADE 70AF/t00AS COST EFFECTIVE HAND HOLE OPTIONAL ACHOR & COVER BASE OT DIPPED GALVANIZED ABBREVIATIONS 1. AUGER THE SETTIN HOLE. PLATE BASEPLATE 20"x20"x1'. 2• SET POLE IN HOLE AND PLUMB STRAIGHT. 2-1/2"x8", Aff ABOVE FINISHED FLOOR GFII GROUND FAULT CIRCUIT INTERRUPTER 3. BACKFILL WITH REQUIRED* BACKFILL, 3" ABOVE WIRING RACEWAY TBB TELEPHONE BACKBOARD Ell EMERGENCY FlXIURE TAMPING EVERY 4' TO 6'. GRADE ° 3-3/8" BOLT CIRCLE 00 CONDUIT ONLY NIL NIGHT LIGHT 18" v WEATHERPROOF U.O.N. UNLESS OTHERWISE NOTED 2-11/2-W J& • • - *GENERALLY THE U WIRING APERTURE ^GRADE. TYPICALLY POLE IS SET FLUSH TO PROHDE FURNISH, INSTALLED AND CONNECTED TEL TELEPHONE ' ' EXCAVATED 18" BELOW REE. RELOCATE EXISTING DEVICE KII KILOWATT MATERAILS CAN BE GRADE . . USED FOR KYA KILOVOLT AMPS IILO MAIN LUGS ONLYBACKFILL. IN SOME ANCHOR ROD (44,000 PSI MIN SITUATIONS BETTER PROVIDEYEILD) 3/4'x18-1/2x3 BEND MIN. AM AIR HANDLING UNIT GND GROUND BACKFILL MAY BE PLASTIC OP CIRCULATING PUMP X DEGREES KELVIN REQUIRED. SHEILD. �Av__— EF EXHAUST FAN PNL PANEL FOUNDATION BY OTHERS, SEE HIP LANDSCAPE PLANS HORSE POWER ENH ELECTRIC WATER HEATER CU CONDENSING UNIT V VOLTAGE LIGHT POLE DETAIL SCALE: w VOLTAGE DROP A AMPS N.T.S. 0 PHASE TVP TYPICAL NO OR III NUMBER R FOOT OR FEET AIC SHORT CIRCUITING RATING IN STRONG BOX ELECTRICAL PEDISTAL - MODEL SYMMETRICAL AMPS #SB-24SS-120/24OV-100AMP LOAD PER CITY STANDARDS 8e ASSOCIATES unle►t u�ncu • 24" PHOTO-CELL 25" 'FORMA CORPORA-Roll Q911 9 /SL/q�,' a4 125 E Baker Street. Suite 150 FRONT MIN. 36 �, FRONT ��Q�`N A. `C"�l� Costa �i14) 6CA 93251 CLEARANCE MIN. 36" ) 2 Fax 714) 546-3252 FRONT & BACK i CLEARANCE eYT TH 34TAN TS StiCT aWr E As� AN I fTl AOCDTANC[PERM 36 DAYS ANY Me DEFEC 7}ffi CLIENT OF METER I FRONT & N Q r*t D19CO RSpURWO THIS Pmw wu.K REPOR TO THt METER PEDESTAL -- BACK OF �j CONSULTANT WILL CORRECTED AS PART Or M CONSULTANT'S 30/06 Fe o SCOP[ seTaNCES c�RREcna OP ar 720 8 DETECTED I METER * � * ARIEPaRA�T��T�HL��s TANG PERtoo wu ec cawo+sATEo PEDESTAL ,9 J, FC T R G �P BYADuo01tt 0woo�NrTY'a�'" ► pAprt+ �OFCA� F3 At �� ANY REU o)TMGH wTNa r PRIOII MAKES,A w�wT�TIM EITHER---_--___--- CONSULTANt. TANt E�RTE�S3 OR MUM MERCHANTABIgUITTY�AND FlTNESS FOR ANY IN No UABLd FOR ANY�L Or mmy OR ANY DAMT GK CONSULiMl1 B! I GES 48" -� L-4 CITY DESCRIPTION OF REVISION DATE APPROVM I I CITY OF RANCHO CUCAMONGA 1 1 L G.F.I. I I CONVENIENCE ; RECEPTACLE VICTORIA ARBORS = � I ' CFD 2001 - 01 - ARBOR LANE I I ' SYBOL LIST, DETAILS , I I I ':•i► !,'.:;:,.•r' ;'. '� • ,,:. ?'�';�:• ;! '!4.+ + PROVIDE CONCRETE 8c FIXTURE SCHED .00, ; ;, t. ;,•;i ;�,'; ;;' � FOUNDATION(2800-28 DAYS) AND ;�''��'�'•:�; '�•'�•�,,�:;'•;,: PER REQUIREMENTS OF MFR VERIFY GENERAL NOTE: • r� •s ;•:�'�• EXACT SIZE OF FOUNDATION WITH .�i 'r.• •• , •• +•' TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR APPROVED BY. DATE: MANUFACTURER AND STRUCTURAL RESIDANTIAL ENVIRONMENT LAMP SUPPLIER MUST PROVIDE CITY ENGINEER /Zu /, ,�.� RCE: *24953 ENGINEER PRIOR TO ROUGH-IN. CORRECT LAMP COLOR & TEMPERATURE PER SPECIF. NO PROVIDE PAD MOUNTED BASE WITH FIELD CHANGES SHALL BE MADE WITHOUT CORRECTIONS oESIGN SERVICE CONDUIT 1'C. FUTURE - REFER TO ANCHOR BOLTS EMBEDDED IN KN AS REQUIRED PLANS FOR QTY. CONCRETE SUPPLIED BY PEDESTAL SUBMITTED TO AND APPROVED BY THE ENG. DIVISION. (MR. Withers and Sandgren, Ltd. MANUFACTURER. DALE CATRON). DIRMN P Landscape Architoctun DGM sm on" vim frAmrd. $16o It L-17 a -11016 SCALE: T16 (nq sWhlOW fee(0 ) as-30" °w'ww° N°� PEDESTAL ELEVATION KNZ9� N.T.S. __ %w a GENERAL NOTES No. 1 GENERAL NOTES No. 2 A GENERAL C CONDUCTORS 1 ALL CONDUCTORS ARE #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM # ALL WORK SHALL COMPLY WTH CALIFORNIA CODE OF REGULATIONS TITLE 24 (1989-AMENDMENTS), 3/4" CONDUCT FOR PVC UNDERGROUND CONDUIT. CIRCUIT BREAKER AND WIRING THE LATEST ADOPTED EDITION OF 1999 N.E.C., AN U.B.C., AND LOCAL CODES. ALL EQUIPMENT 1. CONDUCTORS SHALL BE CODE GAUGE 600 VOLT CLASS, COPPER, MARKED 24" ALONG SIZE PER NEC TABLE 310-16, IN COMMON AREA PANEL FULL SIZE CIRCUIT BREAKER AND SYSTEMS SHALL BE U.L LISTED. IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND MUST BE USED. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. SIZE. 600 VOLT CONDUCTORS SHALL BE TYPE "THHN/THWN (WET/DRY)". DELIVER THE 1. THE CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO WIRE TO THE SITE IN UNBROKEN PACKAGES. LOW VOLTAGE CONDUCTORS SHALL BE 2 INSTALL (2) 1" C.O. STUB OUT FROM PANEL FOR FUTURE USE. THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 3 MINIMUM OF 1" CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD 2. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN 4 ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE COMPLIANCE WTH O.S.H.A USING PRESSURE SENSITIVE PLASTIC. REQUIREMENTS. CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 3. ALL CONDUCTORS/CABLING SHALL BE INSTALLED IN AN APPROVED RACEWAY UNLESS 5 SIMTCHGEAR IS BASED ON DIMENSIONAL INFORMATIONS PROVIDED BY CUTLER-HAMMER. SPECIFICALLY NOTED OTHERNSE IN THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIMTCHGEAR 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL FOLLOW AS INTENDED FOR USE FITS THE SPACES PROVIDED. CLOSELY AS POSSIBLE. D GROUNDING 6 ALL RECEPTACLES, SWTCHES, AND COVER PLATES SHALL BE WHITE NOT IVORY. 3. LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED 1. THE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WTH THE PRESENTLY OWNER/ARCHITECT PRIOR TO ROUGH-IN. ADOPTED EDITION OF THE N.E.C. AND OTHER APPLICABLE CODES. DIRECTORY SHALL BE PROPERLY TYPING LABELED.7 ALL ELECTRICAL EQUIPMENTS, BREAKERS, HOUSE PANELS, AND TIME SWITCHES 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE, EQUIPMENT, 2. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 8 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING PROPERLY OPERATING ELECTRICAL SYSTEM. 3. THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL 5. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" CONDITIONS AND OBSTRUCTION. TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY 9 ALL EQUIPMENT IS TO BE LISTED AND LABELED BY APPROVED TESTING AGENCY UL UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. E POWER DISTRIBUTION EQUIPMENT AND DEVICES MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WTH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 1. PANELBOARDS: PANELBOARDS SHALL HAVE MAIN AND BRANCH CIRCUIT BREAKER RATINGS OF SIZE AND QUANTITIES AS SHOWN ON DRAWINGS. PANELBOARDS SHALL 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. MEET FEDERAL SPECIFICATION W-P-1156 AS TYPE 1, CLASS 2. ALL CURRENT CARRYING COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WTH ALL TRADES PRIOR PARTS OF THE BUS ASSEMBLY SHALL BE PLATED AND SHALL BE ENCLOSED IN A STEEL TO CONSTRUCTION. INCLUDE ALL COSTS IN THE BID. CABINET SUITABLE FOR SURFACE OR FLUSH MOUNTING AS INDICATED BY THE DRAWINGS. UL LISTED "HACR" TYPE BREAKERS SHALL BE PROVIDED FOR CIRCUITS 7. THE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SERVING MECHANICAL EQUIPMENT LOADS. A DIRECTORY FOR CIRCUIT IDENTIFICATION ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE PROVIDED, AND ALL CIRCUITS SHALL BE IDENTIFIED. CIRCUIT BREAKERS DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION SHALL BE FULL-SIZE BOLT-ON TYPE, TOGGLE ACTION WITH QUICK MAKE, QUICK-BREAK AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. MECHANISM. ALL MULTI-POLE BREAKERS SHALL HAVE SINGLE OPERATING HANDLE AND COMMON TRIP. MINIMUM INTERRUPTION CAPACITY SHALL BE 10,000 AIC MINIMUM FOR 8. USE ONLY COMPETENT SKILLED PERSONNEL PERFORM ALL WORK CONSISTENT WTH 120/240 V. THE BEST POSSIBLE TRADE PRACTICES. 2. ACCEPTABLE EQUIPMENT MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, 9. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER OR WESTINGHOUSE, EXCEPT WHERE REQUIRED TO MATCH EXISTING EQUIPMENT. SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 3. IDENTIFICATION: PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL CIRCUIT PROTECTIVE DEVICES INSTALLED IN SIMTCHBOARDS AND FOR ALL EQUIPMENT 10. ALL ADDENDA AND CHANGE ORDERS SHALL BE APPROVED BY OWNER & CITY INSPECTOR. SPECIFIED HEREIN. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE WT1 1/4" HIGH SERIES RATED EQUIPMENT WILL BE ALLOOWED WTH CERTIFIED UL TEST REPORTS 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL BY MAUFACTURER SUBMITTED TO ELECTRICAL ENGINEER EQUIPMENT, INCLUDING, BUT NOT LIMITED TO SIMTCHBOARDS, PANELBOARDS, TRANSFORMERS, MOTION SENSORS AND ALL LIGHTING FIXTURES. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF F LIGHTING FIXTURES CONTRACT. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-GUILTS", TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING ETC. SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE JOB. FIXTURES WTH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH PROVIDE THE OWNER WTH ONE (1) SET OF COMPLETE ELECTRICAL "AS-BUILTS" VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR INDICATING FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, ETC. SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WTH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE 13. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF AND LOCKABLE. RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE B CONDUIT FIXTURE VOLTAGE WTH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 1. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL 2. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT AND INSTALLED NOT EXCEED 10% ADVANCE MARK V OR EQUAL. PARALLEL TO OR AT RIGHT ANGLES WTH THE BUILDING WALLS, CONTRACTOR SHALL PAINT CONDUIT TO MATCH SURROUNDING SURFACE COLOR. (OBTAIN MANUFACTURES DGM-&AssocinrEs ' 3. COMPACT FLUORESCENT FIXTURES SHALL BE PROVIDED WTH ELECTRONIC BALLASTS """""""" NAME AND COLOR NUMBERS FROM ARCHITECT AND/OR OWNER'S REP,) AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. CAUFORNIA CORPOVIoN 2. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, SHAFTS AND WALLS 4. FLUORESCENT LAMPS SHALL BE 32 WATT T8, 3500 DEGREE KELVIN. PHILIPS, GE, 9 ESS/ 123 E Baker Street. Suite 154 Costa Mesa, CA 92624 SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE WITH AN APPROVED UL SYLVANIA OR EQUAL � �N A. �` of 714 546-3251 LISTED CABLE-AND-CONDUIT FIRE STOP OF FIRE RESISTANT SEALANT. THE RATING OF G 2 Fax �7t43 546-3252 THE FIRE STOP OR SEALANT SHALL BE EQUAL TO THE RATING OF THE ELEMENT 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL eYW CMD T,v� ° a '"'WOMMAN fTl AOW01%TMCt PERICD 30 DAYS ANY DEFEC iHL OLFJIT PENETRATED. LIGHT FIXTURES. ' N {�. BA1$Q10� � p"NAFO,T,as WU�Ff! o�N TAN,, �/06AD01�11piALA�TMIQ sPER1aD'MIl CM9W44SA7ED 3. PVC SCHEDULE 40 NONMETALLIC CONDUIT WITH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR ,9J £CTR��'P��Q' e r i°a°�'t710,�'"``�'°`M I o QST E%T PERMITTED INDEIIN"'Y qt 0 TST HARMLPO FRall SHALL BE USED BELOW GRADE ONLY, IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. F'�F SFO �° `"�orTM�SAPosw�a�'nm ANY rev ATI�w+eYar DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE CAL A�sPEa,AUMx+�FN«�"TMW�+ w F'IeCR Mitl Aun+oNlzAna+ a 7FK y " CONSULTANT. 7H[ppNy�L TANT MAKES NO WAMM OD" CONSTRUCTION. 7. ALL FIXTURES INDICATED WITH COLOR AS SELECTED BY THE ARCHITECT SHALL BE PAR ON WUB%O wME t%MTTAMTY AN R FOSULR MY PROVIDED NTH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS pm L or pKnTNO a�AN'Y"dAMAa�°" 4. CONDUIT SWEEPS AND RISERS BELOW GRADE SHALL BE PVC SCHEDULE 40. CONDUIT TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. SWEEPS AND RISERS ABOVE GRADE SHALL BE I.M.C. NTH HALF-LAPPED TAPE COVERING OR PVC COATING. 8. ALL FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR. DESCRIPTION OF REVISION DATE carr PROVID 5. ELECTRICAL METALLIC TUBING UP TO AND INCLUDING 4" MAY BE INSTALLED AS PERMITTED BY CODES, EXCEPT AS OTHERWISE REFERENCED WTHIN THE CONTRACT CITY OF RANCHO C U CAM 0 N GA DOCUMENTS. F7- 6. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO VICTORIA ARBORS MOTORS, CONTROL DEVICES MOUNTED ON VIBRATING EQUIPMENT, MECHANICAL, CFD 2001 - 01 - ARBOR LANE PLUMBING AND KITCHEN EQUIPMENT INDICATED ON DRAWINGS TO HAVE FLEXIBLE CONDUIT CONNECTIONS,AL FIN LALDIN ALL AREAS MERE EXPOSED CONNECTIONS TO TRANSFORMERS SHALL E CONNECTIONS AREREQUIRED. BE MADE USING GENERALNOTES LIQUID - TIGHT FLEXIBLE METAL CONDUIT. 7. CONDUITS REFERENCED AS CONDUIT ONLY (C.O.) SHALL BE PROVIDED 1MTH A NYLON . APPROVED BY. DATE. PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE CITY ENGINEER i �/�,� RCE: 24953 CONDUIT. DEM REO uIDOW KN 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE WMN Withers and Sandgren, Ltd.8. PROVIDED NTH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMIC DGM Landscape Archifacfure L-18 up 000" vim IWAWM4 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL obn" . CA �� BE USED. Ti (615) tai-me rag (018) : o-30" 1 .ow► W No. KN / 9 83 SST Or ! 'r I I i II II I I I II I i I II I I I II I II I I � Fl I 1 1 I I I I I I I I I I I 1 1 I I I I I I I I �. I I I I I �IT II TT -- ----------- --- --------- - ---- --- — ---- -------- ,-----___=�_— --_ _-- — ---- -- ----- --------_1_ �---- W STORM DRAIN L' ' TORM DRAIN -F ( n —P1-1,30 v ' P1-1,3 \ 3/4"C.-2#10 CU. W (3/4"C.-2#10 CU.) W llylP1-8,10,12 W r--__ 0 @>1,3 II ❑ I � -� B 1,3 I❑ ❑ Ll ———— 4 4 8 z I ❑ El ❑ 1 1 BU 1'3 — ,3 Hrnn �L1,3 I ❑ F] El - . Z I ❑ ❑ El B 10 2 —�—----3 P1-2,4,602 L-- 1 U �. I � - ARBOR LAN E INltlila W2I013 00 0 =��- /�/ oe ELECTRICAL SER PEDESTAL "P1" — -------- r--- —TT-- i 120 240, 1�t, 3� I / _____ �r"� I I I 100 AMPS M IN I 1 A I _i 1 J I I � I I I I I I I I I I i I I 1 1 I I I I I I I I I I I i t I I I I I I I I I I I I I-7:4 1 1 I I I I I 1 i I I I I PLAN NOTES & ASSOCIATES c�ceuu��uu�cuu� Ol GFI-- TYPE RECEPTACLE MOUNTED +14' IN POLE LIGHT. 0 PROVIDE #10 CU FOR ENTIRE CIRCUIT RUN. N cor�Po no QRpFESS/q� r od -04 125 E Baker Street, Suite 150 / / "�lt� DAL ER Costa Mesa, 54 92821 3 PULLBOX DIMENSION IS 18 7/8" X 13 1 4". PROVIDE TRAFFIC `��N A. 71+)) 541-3251 � 2 Fa>C 714 S41—J252 COVER AND LABEL "LIGHTING". THEA REoaRD DoT acmwo BY rHt CONSULTAN CUEN AR[ fT1 ACCET'TANCt PERIOD 36 OAYa. ANY OEFEC THL CUENt N 0 r*1 CONSULTANT QUM6 THS PERIOD MAL.ss REPORTED TO M MAIL. d CORRECTED AS PART "CONSULTANT'S 30/06 scOPt SERv cORREcraNa 0r DEZ"DETECTED } R� TED AFTER AOCFYTANCL PERI00 MRL.et COMPENSATED F A! °RAO OWMIAL sERNCEs c G Q IN ADDITION, THE CUETITA�ApGREESS TO TTHL FUlEST T PERMITTED KEY MAP9 `CTR ^`J\ PBY Y OAM�K.6 uWD eN'rrY 011 H01 w'CLw°ONwb rANT�"7Q1 ATrORNOM " PANEL P1 LOCATION: SERVICE PEDISTAL Bus Rating Amps Volts 240 120 Mounting: TFOF ��`(` FEEa AND COera O►{F� N ��0 6e \ CAL �T1T0NMIT�HOI,'1 THC P�IMbTiFJI AUTHORIZATION Of rHd MAIN: 100 A 100 Phase Mira 1 3 FREE STANDING CONMLTMT. TI1l ca+su�TANT uAKp No wARRAn7 E 7Hm EXPRESS OR WPUE06 OF YFROIANTABMTAYLLAND FITCNaE+SS FOR ANY LOAD INFORMATKIN VOLTAMPS CB RATING VOLTAMPS LOM INFORMATION u�ANY Lo or PROR,OREVENT ANY DA�Acq rANT e[ LOAD Note Type LEO A LEO B qct P I CB LEO CB P Ckt LEO A LEO B Type Note I LOAD POLE LIGHT 1 13L 590 1 1 20 A 20 1 2 540 3R RECEPT IN POLE LIGHT BASE UNE RD. L POLE LIGHT 1 13L 590 3 1 20 B 20 1 4 360 2R RECEPT IN POLE LIGHT I POLE LIGHT 1 101. 450 S 1 20 A 20 1 1 360 2R RECEPT IN POLE LIGHT POLE LIGHT 1 10L 450 7 1 20 B 20 1 8 360 2R RECEPT IN POLE LIGHT CITY GAZEBO LIGHTING i 8L 140 9 1 20 A 20 1 10 360 ZR RECEPT IN POLE LIGHT DESCRIPTION OF REVISION DATE CITY GAZEBO RECEPT. 2R 360 11 1 1 20 B 20 1 12 360 2R RECEPT IN POLE LIGHT < GAZEBO RECEPT. 2R 360 13 1 20 A 20 1 14 360 2R RECEPT IN POLE LIGHT GAZEBO SPECIAL RECEPT. 1R 3.600 16 2 50 B 20 1 10 360 ZR RECEPT IN POLE LIGHT Q i CITY OF RANCHO C U CAM 0 N GA GAZEBO SPECIAL RECEPT. 1R 3,600 17 - 50 A 20 1 1s 360 2R RECEPT IN POLE LIGHT O W 0 19 B 20 1 20 360 2R RECEPT IN POLE LIGHT 0 21 JA 20 1 1 2360 2R RECEPT IN POLE URCH ST. LIGHT VICTORIA ARBORS ° 23 B 20 1 244 ° SPARE CHJ - 0 25 A 21 0 —� ~ll 0 ° 29 B A 30 0 s �- CFD 2001 - 01 - ARBOR LANE 0 31 1 B 32 0 llr 0 33 1 1 A 34 0 J L- D 35 B 31 ° SITE PLAN 0 37 A 38 0 0 39 B 40 0 r`o 01 41 A 42 0 5.140151000 A 8 Z3401 1.800 TOTAL a 7.460 1 0.800 �I APPROVED BY: DATE: " w LOAD BREAKDOYM Of VAxDf VA NOTES — CITY ENGINEER ,��GCG�oaziiw RCE: 24983 TINUOUS LOAD X 1.25 2.775 2.220 1 ICONTROL BY PHOTO CELL IF DESIG,,, LARGEST MOTOR X 1.25 0 0 ! UGHTING D TYPE LOADS NEC i o0 "'030 ' 060 N T 1 20RECEPTACLE LOAD ' KN Withers and Sandgren, Ltd. — OTHER LOADS 1.00 0 0 D I THIS D PAbE SUM 13,e05 14,280 Land6cvp� AfChit�atun CALC'D AMPERES 57.5 1 e o 20' DGM puWde. CA $I= SHEET � 0� � �A �-19 a Tab (118) 236-3000 few (118) 236-30N ORAWW NO. KN SHW Of 1 � _ I � I I / ' � I I I � -.J - ------------- -- 1 --- . 1 ----- ---- -- — ---------- — �. 1 -- 1 20 20 5,7 5,7 �— 1-5,7 O W 3/4"-2#8 C.U. @P2-9,11.13 P1-1 , W 16 1 11 1 1/4u — 60 Z 12 I � � 6 10 1,3 —IH 5,7 � 4 L1J 1,3 El 9 9 L 5'7 � _ 1-14,16,1802 18 El 5,7 517 TYP) 13 13 A YP z 12 14 02 132-20,2 5,7 57 - 2AR � 0R LANE22 U .01 a �r � 01 00, // /� LAN NOTES01 101 GFI— TYPE RECEPTACLE MOUNTED +14' IN POL 1 \ LIGHT. �`•----_------ 1 \\ \ @ PROVIDE #10 CU FOR ENTIRE CIRCUIT RUN. I 3 8 C.U. FOR ENTIRE CIRCUIT RUN. -/ \\�� A O PROVIDE # ® 50A 125/250V RECEPTACLE INCLOSED IN NEMA 3R BOX. & ASSOCIATES DGM 05 PULLBOX DIMENSION IS 18 7/8„ X 13 1/4' . ”""'•""""""• PROVIDE TRAFFIC COVER AND LABEL "LIGHTING' OA CORPOMMON �N© ESS/ PRaIaT ND. 125 E Baker Street, Suits 150 PROVIDE NEMA 3R DISCONNECT SWITCH. Q A' MWMER �p Costa Mosa, CA 92624 ER (714) 546-3251 faz (714) 546-3252 er'"�i►+c�uT°�W '��{[a�°T�"��g��T,�'�7EDiw fT1 ACCDTANCtp PERIOD 36!DAYS ANY OffECTs T gJQIT N 0 r*� a so T"w10i' c VAL0 =TED T�HL%SULTAnn * 3%6 * FaEf A °RAoa s�xIN ADDIT101% TIA CLIENT _ r °PEwu c° awa'�+sATeD ,9T EXTENT PEWTTED e f C T R\GP��Q B DAIiTO WDEMNIFYY al "°`�'"t FULLEST NAR'"Fs'Ar,o FROM r------, FOFCAL�� ypp MIDT1q At CM MFR 'S _O TMIM I �t T wTHOU TN PRIOR NO A�RR llfl EIll"COT M UPPER TRUSS TAIL KEY MAP M"OR�R„il M _�9lJLT�AKTABI3UITAYLLMID FITNESS FOR ANY 'L ( PUA�BLd q)ANDY LOS!' wOF PROFIT C.IN NO ANY DAY C TANT BL I VVy7 I — I I UPPER TRUSS ( I BASE UNE RD. L' GN ------ LIGHT FIXTURE DESCRIPTION OF REVISION DATE MOUNTS SST" CITY OF RANCHO CUCAMONGA LOWER TRUSS VICTORIA ARBORS 3 CFD 2001 - 01 - ARBOR LANE J—COLUMN � �[ SITE PLAN J—COLUMN COVER J—COVER CONDUIT AND WIRE ATTACH WITIIT; (2) POP RIAlEACH CLEAT VETS INSIDE TRUSS 0H �I[ APPROVED 8Y: DATE: ' �� [ CITY ENGINEER RCE: 24953 DIUM THIS 1 20' KN Withers and Sandgren, Ltd. DPMN -m GAZEBO ELEVATION SCALE: 1 WALL LIGHT MOUNTING DETAIL SCALE: SHEET DGM �"�°M �� P L-20 N.T.S. N.T.S. • 32W 041114" 1CHECKM foie (818) VIAL- oo `r"(818) ng-30" OPAWM NO. KN /98 SHW Or i . . i. . ''f. • I . i i. , < . f COLUMN !' " NUT & 1�ASHER 4) PLCS 7 .—� 3. , . , � ' HIlTI H►t- +HY15A 1 � t THE EDGE OF CONCRETE HAS BEEN .1/2" EPDXY! ANCHOR BOLT g:, ' . I ~TAKEN AS 12 INCHES FROM CENTER : OR EgUAI,! -(4) PLCS ��'A •j' _ i ;OF THE COLUMN FOR ALL DESIGN ''1'- , • VALUES FOR THE ANCHOR BOLTS. CONCRETE FOOTING .�I, `.,, .t IF THERE IS LESS CONCRETE COVER ti (NQT QY POLIGON) �'THAN THE 12 INCHES, THE POUGOt , . . I ENGINEERING DEPARTMENT. MUST BE; ! 6 . 11 I CONSULTED. 141 !,. I� , —� I ' .i . ! 1�" ELEC ACCESS MOLE 5 r. g ', 1 r` i acv I * t t 2 11 . ( CF-PITER OF BUILDING o •'-rr_ Imo.. 1 . 3 - - CITER OF COLUMN I1. .' I f� . _1 . . \,��".�, ANCHOR BOLT PATTERN' I tI , . ' : 4. I II i ; '* ANCHQR BOLT' HOLE' Tr' I � 11" I (4) PLCS J ; 10 . 1 - t'- , f, 1 8 9 c-z . i ANCHOR BOLT PATTERN— . . i BASE PLATE 51ZE�G� ;1/2 I : lil. U I r . i 7 ± ' I I I 11 ,3��3'' 3" 777 , 4NP , ..:"; ,, . . PLAN VIEW . . �:; . I } N '} � I � " : j ! s . 111111111111Ill M j COLUMN CENTER LAYOUT . Q) #6BARS ; . EQUALLY SPACER I d 1 . ' FOUNDATION NOTES: \\,�� I 1. A!L MATERIA!$ AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 1997 UNIFORM BUILDING i C�QDE, AND '! i I .I r !' i ALL APPLICABLE LOCAL ORDINANCES AND REQUIREMENTS. -1 I 2. THE CONCRETE DESIGN IS BASED ON A 28-DAY STRENGTH OF 2500 PSI BUT THE CONTRACTOR IS URGED TQ ySE , 1P 3001803? PP ORNAMENTATION wELDMEN? sta 1 - 0 RECOMMENDED. 1 1 STANCHION MEN TYPE V 1 - 28-DAY STRENGTH t? RT HAS BEENI•FURNISHEDE THE ALLOINABLI<...SD ..8EAI31N0 PRES5Uf3E IS ASSUMED TO t31 lODQ SF.._"I�1QN .• . _ _ - - ....._.._ . �. 3. NQ....SOILS. RE 0 _ . . . 300 803 ._ _.. .__ . ' 9 a .. "300180 `. RH ORNAMENTATION RH MENT S 8 _ �I .4q- r! ' Ili SITE SPECIFIC". ANY CHANGE MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. . 30018o3o oVERH oRNAMENTATJON WELDMENT se a _ .. __- .___ ' "' i l l h,' _ 4: REINFORCIN© STEEL SHALL B�NEW AND'UNUSED AND-SHALL CONFORM TO THE REDUIREMENTS Ofd ASTtf�-181GRApE 60: a a 3001802 OMPRESSION RING / 2 1 1 ou I. J 'I + ! 3. THE SPREAD FOOTING SHALL BEAR ON COMPETENT UNDISTURBED SOIL IF SIGNS OF ORGANIC MATERiAI: UNCQNTROt,'LEQ a 30018021 PR TSsxsxl a 7 A-�� r ;.,I,, j FILL GYPSUM. CLAY OR SILT. WATER TABLE OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, THe CQNC#2ET SHALL !' `'' !!'I NOT BE POURED'AND THE STRUCTURAL ENGINEER MUST BE NOTIFIED iMMEDIATEIY. UPON FURTHER INVESTiGATiON.I ITHE� + 1 3ooloozo -MEMe rsex4xl 174 _LU U STRUCTURAL ENGINEER MAY REQUIRE THE OPINION OF A SOILS ENGINEER TO EVALUATE THE SOIL PROPERTIES. I !I TB uNCTUR COLUMN TS5X5X3 id 3d 4 111 r I THE CONCR INSTALLATION SHALL CONFORM TO THE REQUIREMENTS. OF THE AMERICAN CONCRETE INSTITUT BUILgINO. i ,; 3001801a SIO MEMBER Tux4x1/a 231 4 . Z a ELEVATION VIEW !; 8. E ETI= _. _. TSexax3 18 : T T EDITION. _ , CODE ACt 318 LA ES - ,. _ .. z :. .f s ,, .L,.: ., . ,,,._. J. i. -• `1 d LIMN i' :I ..:;I +. -.. . . 3 .-.j.. PART NUMBER DESCR ON MEMS SIZE CUT LENGTH .. - - I I I. �t i i N OTY , r i 1 -, ! ' i ! . l.'II! ;;i , e ! ':I, I ' I , AU. HIGH STRENGTH BOLTS ARE A-325 D," AND ARE TO BE INSTALLED BY THE 'TURN .. 1. I .! :+ , i . I 0/;THE NUT' METHOD A3 SPECIFIED IN TH4 >iTH EDITION 0► THE NSC:"$PECIFiCATION FOR . 4 STRUCTURAL JOINTS USING ASTM A32S OR A,4p0 QOLTY, SECTION a D (1?• M325 BOLTS i. ' 111J I ! j If I . B l t ! I METHMAY BOED.RSis THE RESPONSIBILITY OF TH �J?f,QTORWITHOUT WWERS WHEN E o WSlTMJR6'ruRr► TTMGHTNES'J�. rlil_"f �4 I 1, ! _ t I . .: PRQP I 11SOF ES" . , ,I t j t1. j i INSPEOTION Or HIGH STRENGTH BOLTING, IF REQUIRED TO BE PER CHAPTER 17 OF THE Q � f Hi 11 I r UN OJRM BUILDING CODE (UBC). STANDARD lJILDINO CODE (SBCCI) INXIOIJM- BUILDING r LOWER .. . ' C MPRESSION RING {I !.. ;';G CODEf(BocA) o THE urTERrunoNAL BUJLOI�o c,. Orb �* �`� ''� '�. ,,, I TRUSS ; A COMPRESSION MEMBER TEN510N MEMBER L %s 4 ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMN} TO BE PLUMB, 3c I , ISG I I 1 !:,I No.006570- Y . ! !tiC Ii J .! I ir j !' i I PA RI LEL 70 THE EAVE BEAMS AND TENSION NprIBERS, � 1=.x SQUAME MIO 'TIGHTENED BEFOR[ wSTAWNG THE PURLUVS. PURLINS, yf REQUIRED. ldSLTL BE p- IL �I� r' .itfly a `i ! I. �l I 1 ' 'COVER PLATE ` 1 ! , UNLESS THE EiUN,DINO HAS A FACTORY APPLIED POWDER COAT PAINT OR GALVANIZINo. THE r' la ¢ COLUMN ! j I FRANC,WILL BE PRIME PAINTED AND WILL W REQUIRED TO BE FINISH PAINTED IN THE �` I - ' 1grv, I' , ASSEMBLY J-COLUMN . ' '; ! !. 'I_, ; I N.UTSIZE2 FIELD WITH ALL THE PAINY. MATERULS AMP.(4BQR.NOT BY POLIGON 4W.H, PORTER.INC.). C1V ' — -- ---- =, f•= -- v?, I ! BOLTSIZE2 TRUSS ! N TNUM2 I► THE BUILDUVO HAS oRNAMEE11yyuTwN, THE ORNAMENTATION WILL -COATED OR ZINC Q y _ '!! j'I ! " t LOWER '4 OLTNUM2 NUTSIZEI (2 PLCS Pl!►TED AND WILL !Sr REOUIREQ TO BE PRIMF;p AND PAINTED W TH�r EIpA',wJTH AU. PAIN , } FjY 1. 111 IIi:j COMPRESSION MEM8ER h ,!' :2 KEGS NUTNUM MA`TERULS AND LA80R NOT sr;P0000N (Wj,t. PORTER. Inc.). i d �� 1. i.:! ; �; (2) PLCS COLUMN Id I o I a I t1 `Nn TRUSS TAIL r';j-� ' //8" X 1-1/2" BOLT 1/r NUT !0 ! 1p l..4., :'f' f�X80025 I (4) PLCs I . Ta--11 :COMPRESSIONS ,.a,� ,li:l ) ,# , 1 MING COVER ,.,; I f.p, 2) PLCS :(XXXXXXXX) ! ' ,.;:I I ► N . . j " . 11.i....1, ,! ,. 1/2" AWASHER !! ! 'Lr TENSION MEMBER roix3oNz s wASH a•' 15 z �j:! �q (0302 ) 7 ;' :'!`i ® ; BOLTSIZE I,. ! I BOLTSIZE3 H7.8-130 xiceooi 1 s y geoai I d!t ' ! BOLTNUM ,i -OWER p B LTNUM3 030/0 R 1 iyf(� ff. 0 s COVER PLATE ASSEMBLY 2� �2g PLCS '=r .! CONSISTING OF: H t�NECTIO RDS$ i ! , EACH CONNECTION I _ , j i �Ij: EAC CO j I X oo ey H NUH ea 1 s PLATE PLATE 0T� tl N�) 1 STRAP STRAP I j • ! I � i 29 03 —c U CO v J 1 IjE'"' I1j {, 1 SCREW SCREW 0 15 —RI 1. ;, s , !; . I 'i L `' COLLI N COVER ONEWAY R a CONNECTION LOWER COMPRESSION NIM ERS & OWER TENSION MEMBERS, TRUSS, &' TRUSS z -o3e U 'T� ' , I SECTION — C R BOLT TAIL CONNECTIONS C�' COLUMN C-221 23 -o u , — A-100 ONNECTION 1 :J—COLO N; L-220 P Nu BER DEscRIPTI Q RING (SANDW CSI PANEL) R 020 AT CUR TRUSS C � . , 'II' 'i THIS SEAL PERTAINS ONLY 'TO THE MATERIALS SUPPLIED BY POLIGON, • ' ' 1, 11: ;' I " . I THIS SEAL DOES NOT SERVE AS OR REPRESENT - THE PRO.IECT ,, ,j:, „ ~. " I. j ! ENBINEER OF RECORD AND SHALL NpT BE CONSjRUED AS SUCH. 1/+,; x. 1 1/4 ONE STEP SCREWS ' I , . ! . I,: I , " ' i : j (41402x3) B j :i 1114 ' '11l'' (4)A;P,�CS III ,� ) `voit 1 I I : OVERHEAD ORNAMENT I, ; + TENSION MEMBER j I UPPER TRUSS TAIL clnr A! ;, UPPER ! I DESCRIPTION OF REVISION DATE APPROVED: I ry't.1 ��, i. • 1 ,>,k�,,i,l ; TENSION MEMBER- / I I TENSION MEMBER . . . � }! , t11 UPPER TRuss CITh OF RANCHO CUC.AMONGA P t ,I'J ; ,� i Ir <. UPPER TRUSS " NUT ! i ; :11 : a1. ( ;. I. 8 !„ I ; : � . I . I. ; " �, tj ! H�xNoo,) i � " I.11 I 1, UI T ARBQRS! !;: IC ORI A� � .! ! ;,�' P 'Iiia " 2) PLCS 1 i , . :. ,�;, i � l;tY +,;` lI,;I 15 8 NU7 I . ; ill . 1 . � F 1--- 1 ' AR R LANE ,, a NoO� D 2 0 0 0 B0 ) ! 0'. .i: 11 I 4; 2� PLCS J-COLUMN ; I r t . !: UPPER TRUSS'`'TAIL 1�2" :X 6 1/2" BOLT OVERHEADIP ' LOWER TRUSS . ,,. I y ,1. .s,I ! . " , . /� -�r ' '1 i.;l 1 I I 1 WITH NUT (HXN004) ORNAMENTATION GAZEBO DETAILS 1/ ." .X 4 ;:1/2" BOLT: fit ` X42) I .. . i L*1 I (2) 1" FIAT WASHER 030204) COLUMN I " { it i` # + ; ' �2) PLCS i I ` WITH NUT � .1 i _ B � I ": :� 1 TM. ON T H 02 1, I '' ! i+ , : J-C.Q�UMN I j APPROVED BY: DATE: U & (2) ; FLA WA5R fil I ) I I I ;:; ; ! . I t ; . 11 'I , ECS UPPER TENSION MEMBER " t ! : CITY ENGINEER L.S�1 !` CGU2yz�zzll RCE. 24953 :� " ! . i ' [ s;l;,I /8 X 1 1/2 BOLT I ' .,,I 1 I, , j ,.;�E!i 4 I HX60025) ' ;! -COLUMN COVER 231-1039 ! �EsJCN EC MEN ED is § ; 'iNl;J , I , PL "i '' i;E i j ATTACH WITH �'42) POP RIVETS . R XX XX . I;Iasi!;is i CgNNECTION a I , ' T EACH CLEAT i / ;' L,;� I,�I:I CH CO ,(~ (030102) Withers alnd Sclndgren� .td I Ij i i PRAWN PAGE : 3 ` t f°� I t f Lan.ds�PP•!Architecturo t .+!i ii.I:: . ` I I 3417 OQ�1! Vlor• Boul.vord. Suit. A OVERHEAD ORNAMENTATI N SECTION UPPER TRUSS, UPIER TRUSS TAIL,. & ;0llndalq CA i12oa EC B— D D UPPER TENSION MEMBERS, .UP-PER TRUSS, & „ ,I O 0-100'' . ° .. ` _ - S 8 CHECKED RAwINo No. ! OV R .D ORNAMENT TION U 22 CONNECTION CSD COLUMN LOWER. TRUSS CONNECTIONS ® J COLUMN . ;;,4' t` 0-20( UPPER TRUSS TAIL CONNECTIONS ® COLUMN Ts (ala) 2aa-aooa Fo>a (e1e) :3e-Soda I CONN j ION CO STANCHIONj. XX / I ; '. iJ, ,. .I I r ; . SHEET �_OF ;:I ! j I . I jell!'i: I „ I , ! 11{. i t t. 0 ,. ': ! I . i I ' . :�I;,!4!�I ! A 12 5 COMPRESSION SCREW,SIPHO-6000 8" RIDGE BATTEN 30005A) SELF DRILLING (0 RING — t� t 2" O.C. UPPER PURlIN FASTEN WITH ROOFING(23f NAI03L SCREW,SIPHO-6000,8" (030323) SELF DRILLING (030005A) 12" G.C. + UPPER TENSION MEMBER FOAM WEDGE SANDWICH PANE! + + ' (XXX—XXXX) + ++++ +++++ 12 PRESS IN FIRMLY & FIELD TRIM + ++++++++++ + V 2' DECK SCREWS (030325) + + + + + + 5 + + SANDWICH PANEL 12 O.C. STAGGERED + + + + + + + + + + + + COMPRESSION MEMBER + +++++ + ++ +++++++ + + + + + + + + + + + + + + + + + + + + + + Q30005A + + + + + + + + + + + + + + 8" SIP HEAD SCREW ��• (OWER PURl1N + + + + + + + + + + + + LOWER TENSION MEMBER + ++ 1'-8" REF. SP— Od 2x4 SUSFASCIA SECTION A-9 (110016) 2" DECK SCREWS (030325) 0 TOP & BOTTOM TENSION MEMBER � TRUSS 12" O.C. STAGGERED 5/4"x8" CEDAR FASCIA SP- (110027) T 1 11/ 4" GALVANIZED SECTION ® TRUSS ROOFING NAIL V--300 SECTION ® EAVE SP-100 FASTENERS: Root panels are fastened N4T�; POUGON ONLY SUPPLIES S?. 2 ? •••••• to steel from* with 8" self—topping I Y • •••• •••••• pp g HIGH SIDE TRIM IF A •••••• ••••• 2 DECK SCREWS •••••• •••••• •••••• •••••• SIP head screws SECONDARY TONGUE RIGHT TONGUE LER Panels ars fastened to splines and RIDGE BATTEN 0 DARY ROOF IS ORDERED subfascio with 2" Deck screws 8" O.C. 0 (231-031 NOTE: All panels in any given boy of the building top. Finish foscio is attached with 2" FASTEN WITH ROOFING NAIL SCREW,SIPHD-6000,8" SCREW,SIPHD-6000,8" N T are either Tongue ri ht or tongue (eft. (030323) SELF DRILLING (030005A) SELF DRILLING (O'0005A) ALL MATERIALS ARE CALLED DO NOT attempt to�nstoll thepanels Deck screws in any other way. 12" O.C. 2 O.C. OUT ON SHEET:4 FOAM WEDGE SP38�0 (XXX XXXX) SANDWICH PANEL + + PRESS IN FIRMLY & FIELD TRIM } } } + ++ SANDWICH PANEL + + + + + + + + + } + + + + + + + + + + + + + A + + + + + + + + + + } + + + + -1 + + + + + + + + + + + + + + + ROOF LAYOUT +++++++++ + + +++++++++ + + + + TRUSS TAIL ' COMPRESSION MEMBER �ARI NUMBER 0ESCRIPMNQ SECTION 0 TRUSS TAIL SP—$00 SECTION ® HIGH SIDE SP-200 r Exp• / y � / ` f CML CUPOLA VENT f 04 PLAN VIEW i THIS SEAL PERTAINS ONLY TO THE MATERIALS SUPPLIED BY POLIGON. CUPOLA BASE THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. SELF DRILLING SCREW 12 18 DESCRIPTION OF REVISION DATE CITY ROOF PANEL APPROVEDs } CITY OF RANCHO CUCAMONGA VICTORIA ARBORS w CFD 2001 - 01 -- ARBOR LANE N (nSECTION ® ROOF PANEL GA7EBO DETAILS CITYROVED ENG NEER `• RCE:: 24953 DESIGN EC ENDED fin ELEVATION VIEW XX/XX Withers and Sand ren l.td. DRAWN 9 ' PAGE XX/XX LanO;cvpa Architecture �2 3N7 Oxon VI9w 90WIM d, SUN* A Wen4oiq CA 9120x! CHECKED T.It (615) �XW3006 Faxt (610) 236-3060 DRAWING NO. • XX 14 1 - DRAR. BACK. SHORT. LH - - 13 1 - DRAR. BACK. SHORT. RH - I 12 S - ORAR.. REGULAR. LH - REGULAR. RH 10 1 - DRAR. UEDIUM. LH - 0 1 - DRAM. MEDIUM. RH 8 1 - DRAK. SHORT. LH. SPECIAL - 7 1 1 SHORT. RH. SPECIAL 6 3 1 - STANCHION 7S 4x4x1/8 - • P NUM DESCRIPTION 0 3 8 - S g4CWM, 49` TS 4x4x1/8 - Q. 4 8 - MIDDLE STANCHION TS 4x4x1/8 j 3 1 - CORNER STANCHION. LH. SPECIAL TS 4x4x1/8 - 2 1 - STANCHION. RH. SPECIAL TS 4x4x1/8 - 1 4 - END STANCHOIN TS 4x4x1/8 - ---1� - NO QTY PART NUMBER DESCRIPTION MEMBER SIZE CUT LENGTH . s 14 6 13 HAND RAIL STANCHION 1/2-x4 1/4- EXPANSION CONTINIOUS FOOTING ANCHOR BOLTS (4) PER STANCHION 12 71 10 4 Q S 4 11 9 2 8 7 *DIMENSION ARE MINIMUM REQUIREMENTS �- 12" WIDE x12" DEEP CONTINUOUS FOOTING 12" WIDE x 12" DEEP CONTINUOUS FOOTING 0-300 NOTES. ALL HIGH STRENGHTH BOLTS ARE A-323 BOLTS AND ARE TO BE INSTALLED BY THE "TURN STANCHION Of THE NUT' METHOD AS SPECIFIED IN THE 9TH. EWn N4 OF THE NSC 'SPECIFICATION FOR I STRUCTURAL JOINTS USNO ASTM A323 OR A4W BOLTS', SECTION 8 0 (1). A-323 BOLTS _ • MAY BE INSTALLED WfTHOUT WASHERS WHEN Tl%f ENED BY THE 'TURN Of THE NUT" 4'-7 � 4._7 METHOD. IT Is THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER TIGHTNESS. INSPECTION OF HIGH STRENGTH BOLTING, If REWIRED TO BE PER CHAPTER 17 OF THE JS, UNIFORM BUILDING CODE (UBC). STANDARD BUILDING CODE (SOW) NATIONAL BUILDING �� ♦ CODE (BOC4 OR THE INTERNATIONAL. BUILDING CODE (IBC). ERECTION OF THE FRAMING MEMBERS WILL REWIRE THE MAIN COLUMNS TO BE PLUMB, SQUARE AND TWENED BEFORE INSTALLING THE PURJNS. PURLINS. If REQUIRED, ANSI Be PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS. P�Aj� UW THE BUILDING HAS A FACTORY APPLIED POWDERCOAT PAINT OR GALVANIZING. THE C WILL BE PRIME PAINTED AND WILL BE REWIRED O BE FINISH PAINTED N THE FIELD WITH ALL THE PAW. MATERIALS AND LABOR NOT BY POLIGON (WJt PORTER.NC.). IF THE BUILDWG HAS OI2WWENTATION, THE ORNAMENTATION WU BE E-COATED OR ZINC PLATED AND WILL BE REQUIRED TO BE PRIMED AND PAINTED IN THE FIELD WITH ALL PAINT. MATERIALS AND LABOR NOT BY POLGON (W.H. PORTER. INC.). _ 1/2" X 5 /2" WITH I" NUT (HXN004) L i 1 (2,13X EXPANSION 02 005 I" FIAT WASHER (030204) / / ( ) �2� 2PLCS HANDRAIL CONNECTION 0-300 = R2o'-��" � TI f @ STANION © PRIMARY CENTER OF RADIUS I A A 1 p '''8 -4j CITY DESCRIPTIQN OF REVISION DATE; I CITY Off ; RANCHO CUCAMONGA VICTORIA ARBORS �� CFD 2001 -- 0 1 ARBOR LANE < , NIQ.C05. 7 H DETAILS fyp. �/ � HANDRAIL R,AI L D STA S ;QfV APPROVED BY: CIN ENGINEER RCE: 24953 NOTE• � ` � DESIGN RE CopD rr�.t ~ rt DIMENSIONS ARE GIVEN FROM STANCHION CENTERS IN ALL CASES. XX/XX i STANCTION CENTER LAYOUT Withers and Sandgren, Ltd. DRAWN XX XX LQndscope Architecture P �,. — 23 3467 Ocean view Boutvrord. Sulfa A THIS SEAL PERTAINS ONLY TO THE MATERIALS SUPPLIED BY POUGON. Glaidalt, CA >i1208 I ' " THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE PROJECT CHECKED Tab (818) 236-3006 Fan (816) 236-3066 D�`� �. I ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. XX Fr .il '... SHEET OF i�'