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HomeMy WebLinkAbout770 AI x --- i ti I E 3 8.4 5 I � � 40 Vineyard Ia40 x l 180 ' l Virieyord � I 60.7 Vineyard Vineyard \\ 49.3 3/.0 33.3 e l I \ J 1848.99 FT 0 g30 I Vineyard r>, 8 0 � � 5.5 30.88 � t � 18 4 0 1 /830 43 # ' 0 + x x I ;°r 1� 16.16 Vineyard x I� ' I�Z G 17.0 vvv- a I - / 17.0 VvI x \ 170 I I l Vineyard 0 V- 6 S 18 2 5.13 I .50- X 30.E T " Vil)oyard IC X Vin ey a r d \ VineyardAy ldlO 1 V in ey L7 r d \ \ I I T I V \\1 \ Vin eyord ' '---� I /✓I B \ I \ m L_ Vineyord _ 09. 7 1 99.3 ` I .; 15.7 074 8 V i n e Z.\181 I,3 9 �� yar d L - � \ \ L 17 91.66 V neyard I \ / Vineyard � O �/ \ \ \ 5 vin eyar d 790 E 8,800 E 9,200 E 9,600 - E 10,000 . MaPPING BY: Bench Marks CITY OF RANCHO CUCAMONGA Pictorial Sciences, In,... City of Rancho Cucamonga San Bernardino, California Photography Dated 3/20/82 BM No. 67-Elevation 1948.21 , BM No. 70-Elevation 1883,09 HERITAGE PARK u, Basis of Beari nos DESIGN �_ Bearings are based on the centerline of Sc Ole. L.D. KING,/ o Hillside Road between Carnelian Street DRAWN 517 N.EUCLID AVE. SHEET and Beryl Street as being N89°37' 10"E as onTARIo ,CALIF. (714)988-5492 OF shown on Tract Map 8681, MB119/53-55. CHECKED BRANCH MANAGER R.E.21062 DATEW GRA ING 1110: PROJECT ENGINEER R.E.13870 DATE 770- r -94.4 08.4 I x I I 0 M � x 05.5 I x O76 07. 7 x 1 09.4 x I 09.9t 72 � • I \�0 / g\0 ? :: i 4 I I I X� x 08.5 I I O .7 0 . 104.5 \ 81. o .s I x ► II - \ 1 I 0/.8 x I / I I I 93.5 } 05.8 00 /90 z. 03.21 \ \oj 99.8 I MB I I IB II 1 r C I IeL ----I I � l ❑ x x -x MB 0 VIE Berm 99.8 96.5 _ ;' .9.2 01.3 021 L L - 04.3 04.9 05.71 �L/ 5.7 05.9 05.8 O4.7 04.3 99.5 HV-11 93.3 AHv-2 _ _ 1900.8 7 6Pm I 1893.79 Berm 99.8 I 99.6 - ��, "1-�.,� .�-r• ��- � . . Y , .- r,- .rV• .Y.. � r ��- �. -,.� .vv w� -- 94.8 N89 037'/O NF 1890 .5 0 I /900 872 84.5 1, 4 \ I 161.90 �K � I �6 i9pp %yp 4 47.0 1890 81.3 83.7 V i n e y o r d eP I 46.5 h i 77.2 � t o K 3.1 I of a© Vineyard �� 43.8 �p s r r v-3 I \ I \ 46.6 - Vineyard f. . OAye.i&s4 70.5 I I BSO 40 � I Vineyard I I \� I x 38. 7 ' 0 m QI I 50.8 / 49.2 J I 80.7 80. 7 I 80.2-x x o / 48.9 I /860 I x 37.5 Vineyard Vineyard li 49.1 I 48.8 I I 477 1850Vineyard I I I \'a6o v !A , o I \ 1 Poop x 36.4 1 56.4 8 \\ -x 1850 Vineyard 55.1 0 Vineyard Vineyard �x I 46.8 � 51.2 53.2 i I Fo E 8,800 E 9,200 I O E 9,600 E 10,000 MAPPING BY: Bench Marks CITY OF RANCHO CUCAMONGA. Pictorial Sciences, Inc.. City of Rancho Cucamonga San Bernardino, California BM No. 67-Elevation 1948,21 Photography Dated 3/20/82 BM No, 70-Elevation 1883.09 HERITAGE PARK Basis of Bearin4s DESIGN RECOMMEUD" Bearings are based on the centerline of L.D. KING, INC. - - Scale. 40 Hillside Road between Carnelian Street DRAWN 517 N.EUCL10 AVE. SHEET 2 Z and Beryl Street as being N89037' 10"E as ONTARIO ,CALIF (714)968-5492 OF shown on Tract Map 8681, MB119/53-55, , CHECKED BRANCH MANAGER R.E.21062 DATE DRAW" NOS. PROJECT ENGINEER R.E.13870 DATE 770 .3E a�13 DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO CUCAMONGA Z=t . ---I ;LZ&PAN 0 n1uhq TA(RE PARK RA q LD o .m 9320 "C" BASELINE RD. RANCHO CUCAMONGA, CA . 91701 RANCHO CUCAMONGA 9 CALIFORNIA LANDSCAPE MAINTENANCE DISTRICT NO, VICINITY MAP GENERAL NOTES SHEET INDEX k 1. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER COVER SHEET L-1 RANCHO CUCAMONGA PRIOR TO COMMENCING ANY WORK. ' CITY PROJECT SITE 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND IR THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.E RD. FFEY 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALLGRADING PLAN L-2 RE IONI�L STORM DRAINAGE PLAN L-2a 1� BE FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONSCHA II PA�K FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONSCONSTRUCTION PLAN L-3 / SHOWN ON THE PLANS.PROPOS D FOOTHIL Y COL GE 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF NINETY (90) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. OVERALL PARK MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED CONSTRUCTION DETAILS L-4 TO: MOWING, WEEDING, TRIMMING, PRUNING, IRRIGATION, RAISING TREE KIGHL D A ROOT BALLS WHICH SETTLE BELOW THE GRADE, FERTILIZING, CULTIVATION, BASEL E ROADk ' / S APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP, ll PEST�n^' REPLACOEMENT,NTROLACDLEANING P. ADJUSTING NECESSARY E TO KEEP PPAITHEIRRIGATION CONSTRUCTION DETAILS L-5 C) E. w FO THIL BLVD. / ,7�/<'To'TiYA'9C COMMENCEMENTDATE FOR IN GTHE MAINTENANING CEEPERIOD SHALLR WITH THE RBEEAPPROVED GIN Q / '9O �C WRITING BY THE CITY PLANT CHARACTERISTICS AND EA ABL ESTABLE PERICIP ISHMENT. BE ADEQUATE IRRIGATION PLAN L-6 w ARRO HW - 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. Q Z w / Q CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL PLANTING PLAN L-7 w Lli :1 Y I > �• ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. �• rW THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. Z = Q _J W 1Q HOWEVER,IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN \ JV Q Q _ I THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT IS ELECTRICAL PLAN E-1 \ - _- READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT, AND CITY LIMIT A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR I SA ERNARDINO FREEWAY 1-10 EACH STATION.WHEN COMPLETED AND APPROVED BY THE PUBLIC -WORKS -- — — l INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE ELECTRICAL DIAGRAMS E-2 TCHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. T I THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL 2 ACCEPTANCE BY THE CITY. 6. 8" WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL ELECTRICAL DETAILS E-3 SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK MAINTENANCE RESPONSIBILITY MAP LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE COMMUNITY SERVICES DEPARTMENT CONSULTANTS AND PROJECT PL.I.NNER PRIOR TO FINAL CONSTRUCTION. 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. oil APPLICATIONS SHALL FOLLOW THE DIRECTION OF A PEST CONTROL ADVISOR R,�M VVRITTEN HEC:COMENDATION, A COPY OF WHICH SHALL BE FURNISHED TO THE CITY. ; DESIGN GROUP, INC• R, 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY. PLANNING AND LANDSCAPE ARCHITECTURE N R R C H O l/H A R T M R N /i ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL''' Z Q , E'e�---• BARRI ERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL, tins LAS t►tNaL►s,sUrrF sso,M�ss�oN v�o.c�►.+usi m��su-�s�• -ASSOC* HAVE CITY INSPECT ROOT BARRIER INSTALLATION. PLANNING • ENGINEERING • SURVEYING < <' r �' n i� 0 " is3s O _ 10. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. 96201 PASEO DE AL"A • SUITE 103 �T�(TYP LAGUNA HILLS, CALIFORNIA_ 92863•(Ta,4)¢81-4kQ1. 1.'_. ALL TREES ARE TO BE LOCATED TEN FEET FRO:: ANY STREET LIGHT, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE LANDSCAPE IRRIGATION DESIGN ViC. EXISTINGAPPROACH, FIRE HYDRANT, UNDERGROUND STRUCTURE (I.E. , CATCH BASINS, EXISTING. }IFJr.6 �F3+.6 VAULTS) , AND SEWER LATERAL OR CLEAN-OUT; AND THREE FEET -FROM ANY 1614 Vicary Blvd., Glendale, Cali[. 91.01 (818) 206-1003 SOFTBALL FIELD it O Ip SOFTBALL FIELD WATER METER OR SEWER LINE. s s 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: uloo p 10 * SIDEWALK MAXIMUM 8.,3% - MAXIMUM SLOPES IN TURF AREA'S 5:1 DALE KARJALA & ASSOCIATES * MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 4:1 xi. ,. \� MAXIMUM SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 3:1 MAXIMUM GRADE .CROSSING 0 EQUESTRIAN TRAIL 2.4$ 3185 C. AIRWAY AVE. COSTA MESA, CA 92626 LANDSCAPE QUANTITIESe EXI`i TNGIEApfECA LD / G�} 11J0 - o c : �" /� TURF PLANTNG AREA: 119,105 S.F. Lb /�. 4 ` • \/ R FE £ \ / Ct . a/ � � . z ' DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA O � t --•'F�E: HERITAGE PARK BALLFIELD EXPANSION a��_ _ �,' PATH // �,e �- --� �•N D SCAp -,�-, F'W Z, 'APPROVED 8Y DA777 o /0 JAZ, rE CS E-G1l1 EFf� Com"UNi rY 55f WCM M,4N,4GE1 f 04 � �I1 DESIGN RECOMMIXIDED 4FPtF0VFD DES GN GROUP, INC. Oatr. / DRAWN PLANNING LLAs RAAMBLAS,LWm 2S4�A11S'4I00NN ARCHITECTURE CJ. DATEGG D/ OFF/C/.4L SHEET 714 582-7516 Af'Pfi'O(/ED L-1 of, 1 1 t of CAUL CHECKED DRAWING NO DATE C/ ,4NNEfr' FILERCE NO 770 I SHEET NO 3 OF /�3 ' B GRADING NOTES _ - 1. ALL WORK- SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND ALL OTHER' APPLICABLE „ LOCAL AND STATE CODES, ORDINANCES, AND REGULATIONS. 2. CONTRACTOR SHALL VERIFY GRADES AND NOTIFY THE CITY OF ANY DISCREPANCIES PRIOR TO THE START OF GRADING. �3 , 3. SLOPE ALL FINISH SURFACES A MINIMUM OF 1%. r t , -- { �, {` ` \ j I , 1 �1 -� 4. PPIOR TO GRADING, REMOVE EXISTING DEBRIS, TRASH, AND- EXISTING �_. VEGETATION MATERIALS FROM THE SITE. / LIGTYP 9, / 5. GRADING SHALL BE DONE ACCORDING TO RECOMMENDATIONS FOUND IN THE SOILS REPORT. 6. ALL FILL MATERIALS SHALL CONSIST OF SOILS APPROVED BY A 51ATE LIGENSI~P - - SOILS ENGINEER. x EXISTING EXISTING x 3�� . GEARTHWORK QUANITIES 1F-, SOFTBALL FIELD # 1 10 SOFTBALL FIELD # CUT: 310 C.Y. " 1 �% -'`+ ( FILL. 1166 C.Y. ol'o x x E 2 0 \ �049.71t f,"Ii -� � / ...- 1 F i . EXISTING LEACHFIELD IIII 4,o-- o 2 - � �';� -�'i - �- EXISTI I I y _ I I I , � EXIST�� ( , � SOCCE IELD # 1 i I I i SOCCER FIELD. #2 j +S� _ Iil � llil </ 31 X 1 �,�' -• ~� SCALE: 1" 30' z 1830 29 / ,' �� R E V I S 1 O N S FOA CITY USE ONLY , 28 i �' y- �� �` DATE DESCRIPTION APPROVED WiTM1 DATE / /h ` "I\ / / �Ii' - ✓ - -� STREET \ \ WATER SEWER 26 1825 "_._ _---- �.--' ;- JOG PATH _ q�CHECK AS CONST. `- 23 THESE PUNS WERE PREPARED BY. FOR PRIVATE USE \ `\ �' '�` - ✓ ''''P \. AC�c Q 6EN Tti f '�� RJM mrrK DATE DESIGN GROUP9 INC. DRLA" - -- - - - - -- 7 nAMM.. AM Lw ouft AhcmTmean .sem CHECKED _ -~ / / \ _ -_ Q NAME DATE -- ---- - -- - - - -- - - - _ / - _ cr -wet —'c'"i, LICENSE NUMBER i v FILE CITY OF RANCHO CUCAMONGA J � /' Cie /0 l lFOf Alp�� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C ,� PROJECT NAME yHERITAGE PARK BALLFIELD EXPANSION __ ._-- ----- SHEET TITLE N NOTPS: : GRADING PLAN 1. TOPOGRAPHICIAL INFORMATION BASED ON 1" = 401 SCALE SURVEY FOR ( HERITAGE PARK DATED 4/23/89 AS PROVIDED BY THE CITY OF RANCHO APP"DAP17�� �,,,,,...-•w 'r== J --- "" CUCAMONGA. 2. EXISTING LIGHT POLE LOCATIONS BASED ON SURVEY BY JAMES WILLIAMS, DATE - o TY SE SyAy-0ER jWEWl-11 6 '" CttY ENOINEEA LAND SURVEYOR AS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. DATE ED FICIAL SHEET L 2 1 1 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ALERT FOR, APPR�� -86L GRADING PLAN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DP~NG W CONSTRUCTION. DATE CITY PLANER -770 SHEET NO. OF 43 � w - --- a o w U. Lai � f o0 0 i > p v, O 2 co �- r 0: cv W a CO ! w N -- - .. co o ',. . LI) z z .1 Y - ----- _ ASTIN CE C-ONC, JT/ Q O _--3- 4��"__ Z a 0 'UNCTION STRUCTURE. EXISTING ir Q a EXISTING CATCH BASIN S£E > HEFT 2 t�ATC�-IL.IAIE SSESHEET SHEET-SE- - /i � Ia33,0 RIM - °�n na�F --41 0 r- -� -�✓ 16+00.00' 2 \ \ / / ✓) ,' ,-��,4° ` f - " 4'1.1"1 l 240.5 FE 5 - 12 .00 -_ - _� �MANHOLf EAST -)- - EXISTING VVIC Na L--- b 2 O-RIM EXISTING ' -, r j a AN rrARY SEVER o 1835.00 1828.99 F.L GR. L. \\ '/ • ) o i U =tt -� EXISTING i / / ►v I A=45 00 00 / q L. R= 0.00' ,/ �,i F.F. i �t STORM DRAIN a I •a•.+ L�10.Co9' .s3' ^,2`/�✓G_S1..H�0 / LINE 8 p I //� N, I �+ ;T` 31.Za' \`♦ v --1 31. Q t /i i // / i / /r I i' Q• O p) t vv FL CL OUT t a I i NO* O OOH E 1\ 1 I y p - - - --• ? - AO • pl8 �\ T \� 3 --•_ - - -+-- - _ NOTE ADD o.K) FALL\ O N 450 . IN SEWER AT 1 , 6° 0 �� \ � ii:i/ '�'/�/ /l/ ' ` ► I 33 / \\ 32 OOO W 1 ��_, EACH ANGLE ; S,0 k � POINT.17 N 0°0 00 E R-OJ0.00� ; \--- ,y 56.00 / I �=XiBTJAt6'6 iIC.P 1830. F.L. / I / S L-29.68 \ SANITARY SE R 6'1.33' � � I C' vv A �� EXISTING,'600 GAL. va I I I I 1 1 ISTING 6 PV.C.or V UTLET UNE \ 1 I 1 / 12+$1.g2 g.C. \ \\ SEPTIC T SEPTIC T I ) ! h1C�0 j t \ • •RIM \ DISTf� 1a10<sl X --- - ---- --- - - - - _ ------ - - - - -. - - - I -- - o / I \ EXISTING , �- __ -_ IBUT ION ! ( 4- DIS - /J DENOTES ( 4 EXISTING CLEANOUT r y \\ __---RE CLC7 VONGQ COUNTY � 0 I - - 2.75 00 \ WATER DISTRICT STD. 21 2 4 MANN I EXISTING W STORM DRAIN , z LINE B 1 y5� odti= N 1819 64 F.tL`I S d co 2 ° -���• /// Lu oo -��. � XISTING (TYP.)S-4 PERFORATED r--- - - • � � t , I `� P.V.C. LEACH LINES 9 6 O.C. °ate v rti _ +83.51 ISE E�ETAIL SELII1dL- 18 .5 _--- 1829.5 + _---- -Y- -Y- `. .. 6 3 - -�- t - - - - - _ �`� poi •% i + ..� � Lu Lu OC Z of \ \\ �\ I .y / _ // I / a 0 7 1 tp \ _ / / I 8 700 \ _ / / OLITLET 1808.0- R -. -� I \\_\\\ II� / - N. F.L. \ EXISTING _--- ' __ _ CURB OUTLET _--------- levo-------- ----- ,/ r' \,% __ ___ \\ \ \ \\ \\\ \_ -__- --- -_-- 1 _--------- r 821.0 5 � .,.__-------- �_� �� 5 // / _ 1608.75 / (/ \ \ / \ \ \\ 'o I i F.L. N. \ re W \ \\\\�'_---����\ -17------__-------- �`'N. +00 LI JON EX45 T \\ =- �_ 1821.30 .5 E \ \ -- -.��3s�Io � \\\ EXISTING 4 \ \, ---- ISH -+e -�a F @: Cf T ,�;��.00 ---__ `� LfNE A-1 \ \ \ \ \ )y -laZo �� \� -1 A4.0 - ' ' •'.. \ 18 F.L. _ \ \\\ \\ �4°34,-----wl �� ___ -- - a N 5 FE / �,t 4 . � /,i' /ter"_`---_�\�� \\` � N43=01143 187 \ - '"�-�- '_-;- _ >y L'2 A- ''' T=21.32' %_-_` \ \\ ' s; ► NOTE: ALL BASE INFORMATION PROVIDED •\\ \\\\ \\ \ , \\ '' ry 85 39 24 w ?po -��------- - -----f- -- -�-- BY THE CITY OF RANCHO CIJC'AMONGA. _ 282- 54' 1806.0- S ° /!ri r i / 2 �\ IN I ) t _-- �� , ,' i // 1800.59 gs RIM 0~C \ \\ \ \\ T\ \ ) - -_ '1810.0= �/ EXISTING0100 _ \ `� \ \I \\ - i , , /� F.L.-GR SRK. STORM DRAIN °39'24 W ( z �\ \ XISTING L_ \ N 85 u (43, z `- a± 7-- *- .4� ''7x26/' ' j LINE 'A' 1797.76 V 396. 1 ' \\ _ LTNlE >R _______^__ -_ -, t.o oo, - - I,. STORM DRAIN ti s 4 EXISTING R E V I S 1 O N S FOR CITY VSE ON _ - -_ • --" - -_' ' / �" / --F--L. _ Ly LINE .A. =.0100 ' CURB OUTLET / / I EX6TN GATE OESCRIPTIpN APPROVED INITIAL GATE D=37°43 b4" 1 j !� r> R= 90.00' r 1793.80 93 I STREET c r7 s Fc. c �• .t h EXISTING r 0, WATER SEWER r L= 59.2 7 17+20.55 EC I' 16+78.68 B.C. I 14 M a � F.L. JOIN EXIST 21+24.31 3 P GRO t DRAIN C.B. OUTLET T= 30.75' 1L CONC. COLLAR =10+00 LINEA-I' 10+00 OUTLET TRAFFIC AT CURB FACE FINAL CHECK 1805.2a 18+ 54.23 E.C. F L 17+94.96 B.G. AIN A5 CONST. =►o+oo LINE 'A-2' PROPOSED ESTIMATED EXISTING (. MANHOLE STORM DRAIN NOTES: QUANTITY STORM DRAIN NOTES = THESE PLANS WERE PREPARED BY: FOO PRIVATE USE • GRADE BREAK O ALL STORM DRAIN PIPE TO BE Ia" R.G.P. (2000-D)____Co43 L.F. IQ ALL STORM DRAIN PIPE TO BE 18" R.C.P. (2t')C)O-D) �✓ G���s�r/G�✓..TEeU.s�'�NEj✓� �M INITIAL DATE 20 ALL MANHOLES TO BE TYPE "A" PER CITY OF O2 ALL MANHOLES TO BE TYPE 'A' PER CITY OF DESIGN GROUP, INC. DRAWN RANCHO CUCAMONGA GTANDARD 5101 EA. RANCHO CUCAMONGA STANDARD 510, PLANWIGAML NDOCA^'�� CHECKED NAME . ... ....n..`....4...°.. .. 6 0.C. (TYP. 1 O CATCH BASI N5 TO BE BROOKS PRODUCTS (3 CONCRETE COLLARS TO BE PER LOS ANGELES COUNTY DATE EARTH COVER NO. 2424 OR APPROVED EQUAL__ _____-__ 4 EA, FLOOD CONTROL DISTRICT STANDARD 2- D393 LICENSE NUMBER FILE UNTREATED MIN. 18 j © -f _ _ _ _ j �A. ® CURB OUTLETS TO BE PER RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA STANDARD 506 ( W-95') ALL SCREENED LINES ARE EXISTING COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ` BUILDING PAPER `\ _ ® CATCH BASINS TO BE BROOKS PRODUCTS NO. 2424 ALL SOLID LINES ARE NEW PROJECT NAW 10 a"' ONLY o 0 0 0 o OR APPROVED EQUAL. FD HERITAGE PARK BALLFIELD EXPANSION © PARKING LOT CATCH BASIN (LINE•'B') TO BE TYPE I PER CITY OF RANCHO,CUCAMONGA STANDARD 502, SHEET TITLE -� DRAINAGE (LINE "C" >=, LINE "A-S") PORTION OF THESE PLANS WERE CUCAMONGA A STANDARD 508 TH LOCAL DEPRESSION R ( Wr 4 � RANCHO STORM DRAINAGE PLAN 3'0" ROCK, SLAG or GRAVEL PREPARED UNDER THE �UPERV{S{ON OF-*-MIN. 12" Q E.(.�1/i9T/D/1CS -S�i/OJ✓�✓ dV 7i+(c��E /�S /9.�'E' 7'/PG���"L�'Y.4T/CAGB': � ED APPRWEO � nrESS; G �J LEACH PIT DETAIL PP- otil(,� _ CH � lKM �'Vh OH5 t-Or- dol s I-ocA IN MKt-At,- hS J.& - re e�:K z ;pj I J�AST N.T.S. �Q�A• �qC \ DATE 41'L�°.1O hI 1a S>�C C�o �SIJCI ,i � E5F� ItII` �� E - O OMMl1NTY VICESMANIIGER DATE �p CiTYENGINEER g 'm A K R'. CHARCHOL R.G.E. 22821 EXR 12/31/93 APPROVED -� - z DATE R� 6 ICTAL SHEET L-2a -O-F -« . A STORM DRAINAGE PLAN Fp. 1ICE 231/ GATE DpAmtr,No. � '� Exp. 12/31/83 � GfTY PLA s's c�v�� aP l F OF.A L1F0'� S�-EET N01 -5- OF 13 • ��_vF P�+�IN�i 40 REWC�ATE SACK�`�'OR��A I®�' © O o FACILITIES AND: P©RT BLE'. J : i _ ,!' - -----'--- FENCING AND • L �-'- � --- � � �= '�� FROM EXISTING BALLFIELD _ '— - ---� _ NO E'�.. 2 TO NEW RD,AFTER 0 —_____ _ /' , - – - AUGUST 1, 1990. 0__ B CONSTRUCTION, NOTATIONS 1.01 CONSTRUCT 4" CONCRETE PAVING PER PLAN A/L-3 DETAILS '-rmvl,�' '�.t�ttD -'I1 - -`r ✓ I j3 - E/L-5 & F/L-5 AND CONCRETE SPECIFICATIONS INCLUDING fI5rr- uISEXT P, _� _ ��- S -' MEDIUM BROOM FINISH. 2'e>rYGND sutir ��-_ EXISTING --{- C I I. J �' _` 02 -0'"cTRUCT 6' CONCRETE °AVING PER PLAN .4'L 3. DETAIL E!L-5 jSfMIL zA l>� c aN 51o� Tc ;- - LIGH (TYP -� pRa�N 19'0 11�N:�lut1 �4. _4 ,4NE CONCRETE SPFCIF'CATIONS INCLUDING MEDIUM BROOM FINISH, Pte• G ✓E. o/ �. .'" F � y2^ OMIT i,aa 1 %`. x --- - - 1.04 CONSTRUCT CURB AT BACKSTOP, PER PLAN A/L-3; DETAIL B/L- If / / II 4 AND CONCRETE SPECIFICATIONS INCLUDING SMOOTH TROWEL FINISH. C DRINKING �OUNTAIN & SUM ? DETA L N.T.S. EXISTIN hog P��F EXISTING - -1. CONSTRUCT PLAN 1 j . G x ��3 Cj �� ` 05 5AND CONCRETE CONCRETE MOW STRIP CATIONS PER INCLUDING SMOOTH DETAIL TROWEL / SOFTBALL F 1 p SOFTBALL FIELD # FINISH. x FENCi G 1.06 PROVIDE AND INSTALL PERPENDICULAR ARCHED BACKSTOP, MODEL .hot 1216 AS MANUFACTURED BY PATTERSON-WILLIAMS (408) 988-3066 oll'. PER PLAN A/L-3, DETAILS A/L-4, B/L-4, & D/L-4 AND / CONCRETE AND CHAIN LINK FENCING SPECIFICATIONS. 1 I 1.07 CONSTRUOT 6 ' CHAIN LINK FENCE PER PLAN A/L-3, DETAILS E/L-4, F/L-4 H/L-4 & A/L-5 AND CHAIN LINK SPECIFICATIONS. 1.08 CONSTRUCT 10 ' CHAIN LINK FENCE PER PLAN A,'L-3, DETAILS - i / x 1 �J �� �, �- ---' E/L-4, F/L-4, H/L-4 & A/L-5 AND CHAIN LINK FENCING SPECIFICATIONS. / 1 $0 '— MOTE, PROVIDE CLEA'rV-OUT STUB ;+ 1 .09 PROVIDE AND INSTALL (2) 24 ' ALUMINUM TEAM BENCH $#TBD 24 1 Ip x E3U r c, \ '. BY STADIUMS UNLIMITED AVAILABLE FROM JOHN DEVEREUX (209) \ TO SEPTIC-TANK FLUSH WITH • 847-7262 PER PLAN A/L-3 AND DETAIL G/L-4 'INCLUDING 24" PAVING. EXTENDED VERTICAL SUPPORTS IN LIEU OF STANDARD SURFACE :;^:_c`'.:. .fir - �• �\ / BRACES. INSTALL (1) ALUMINUM FINISH BENCH & (1) GOLD ANODIZED BENCH. , I t; -- _- 1.10 CONSTRUCT BAT RACK PER PLAN A/L-3, DETAILS A/L-5 & B/L- 5 AND CHAIN LINK SPECIFICATIONS. i . E3 ' S I 1.11 CONSTRUCT TEMPORARY OUTFIELD FENCING AND SLLEVES PER PLAN I EXISTING LEACH - LD / A/L-3, DETAIL AND CHAIN LINK SPECIFICATIONS. i( � r� 1.12 PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS: / —I ( 1) SET BOLCO 100-ML BASES WITH 205-BA ANCHORS. (1) 300-AS BOLCO ALL PLAY HOME PLATE. R - (1) 430-FGY BOLCO PITCHERS PLATE. %., II ( / I I1 -IYP :- 1.13 PROVIDE AND INSTALL 4", DEEP BRICK DUST INFIELD, �-'" \ I / f CONSISTING OF 60% CRUSHED BRICK, 40% SCREENED CLAY MARKETED AS 'ANGEL MIX' OR (APPROVED EQUAL) BY CORONA CLAY. (714) 737-5667. A _.,-__ TS AS FOLLOWS: ,� �____ _ �' \ SIEVE TES _ MIN. 95$ PASSING THROUGH 915MM STD. SIEVE EXISTI - MIN. 65$ PASSING THROUGH 500 MICRON. STD. SIEVE EXISTI G = s, p2 / / �► - - ----- - -� ;>;;'>.>;;>.;:::: ..::.> :' .:•':•...:::: ......'.�.�:.: ';:.�:�•:.'.:•.:�•;':'.�..::�.•.:: I r� MIN. 30$ PASSING THROUGH 53 MICRON. STD. SIEVE o.;' J - 1 SOCCER IELD # 1 SOCCER FIELD. #G EXTRACTABLE CALCIUM BASED ON L'hi' WEIGHT AND UTILIZTNG' 10$. bF SODIUM ACETATE EXTRACTING $OLUTION. ` ---� l- " ----�"— ---- INSTALL' 2 21 ' LO G THREE ROWS NIGH, - � .___. 1.14 . PROVIDE AND ( ), N a • :.;" 'T� J1�TV IN c<�.- .:: -rte - \ ALUMINUM BLEACHER$ MODEL NO. PN 203-21 AVAILABLE FROM �' . .....•;•, JT I {ZI / GENERAL SEATING (714) 884-9447 PER PLT N A/L-3. AND- _ i I I C MANUFACTURERS INSTALLATION RECOMMENDAT.T_ONF. INSTALL (1') ANODIZED ALUMINUM FINISH AND ;1) ANODIZED GOLD FINISH. ' (MATCH TEAM BENCH LOCATIONS. ) - - + � •'f• � (SOI r / ..5!x'•'.';';';1;:•; � 1.15 CONSTRUCT CONCRETE CURB AT EXISTING LIGHT POLES PER PLAN y. A L-3 DETAIL G:L-5 AND CONCRETE SPECIFICATIONS INCLUDING SMOOTH TROWE4 INISH. y .I I 1.16 INSTALL ( ) DRINKING FOUNTAIN, MODEL N0, 3380 BY HAWS (415) 525-5801 PER -I. (0 C MANUFACTURERS RECOMMENDATIONS I SAND DETAIL L C / L-3 ,-f• i. 1 a: 8 - - EXPANSION I'VT P T ,� GJO PER DETAIL L- •�. D 5 i 0 I 1 I ----� '�' � •�,'' •t.;4.•"��: ••��• '•y••• �•► to to to to � \��,, VERIFY SLAB THICKNESS OVER LEACHFIELD WITH SOILS Az:Nlisil_ REPORT & STRUCTURAL ENGINEERS RECOMMENDATION.Am _ _ \ ,,y , ,, .,a *...... . - •!-;1''� SCALE 1" — 30' z 30ell. �, R E V I S 1 O N S 2FOR CITY VSE ONLY 9 , , «' � ?. '...:.. �. ..:. ,. �• / ~�� �� DATE DESCRIPTION APPROVED INITIAL DATE \ / \ �/� �r -J, \� STREET 2$ ,a io P WATER SEWER F GRD t DRAIN TwFIC 26 �f FINAL CHECK �\ \ 1825 r--i' JOG PATH _._. V, nw ez AS CONST. ' \ „ ` L-0� �.•,,....-_-"-'"""o'' � — _ � Sufi - rtrl J` THESE PUNS WERE PREPARED BY: FOR PRIVATE USE wm INITIAL DATE ,:t/ ,�/ /' �� --'"•. �f CRS-►F� DESIGN., ..INC.. o ►r / wWY.aAM LA COCAft CHECKED � - - -- -- - -- --- - - - - -- - - - - - � / __-.----'" ---- - NOTE: NAME DATE LICENSE NUMBER FILE — - --: _ PROVIDE TEMPORARY FENCING AROUND 1 .--- _� —� CITY OF RANCH �i _ _ _ � O CUCAMONGA 0 ---___ _ a OUTER LIMITS AT TIME OFCONSTRUCTION COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �_-- THROUGH MAINTENANCE PERIOD. PRaECTNAME HERITAGE PARK BALLFIELD EXPANSION SHEET TITLE NOTES' CONSTRUCTION PLAN 1, TOPOGRAPHICIAL INFORMATION BASED ON 1" 40• SCALE SURVEY FOR APPAOV D'. APPROVED O�J4 - HERITAGE PARK DATED 4/23/89 AS PROVIDED BY THE CITY OF RAN( i0 — - .'•._- - - ..-- ''--' r•' � CUCAMONGA. T ---- "r~ DATE p T Y SE MAN DATE y p CIT Y&NO INS 2. EXISTING LIGHT POLE LOCATIONS BASED ON SURVEY BY JAMES WILLIAMS,, LAND SURVEYOR AS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. a APPROVED A# FICIAL SHEET L-3 OF, 11 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ALERT FOii DATEAPPRcyvE6 '''') LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DRAWING NO.i�� A CONSTRUCTION PLAN _. CONSTRUCTION. DATE � �31TY PLANNER SHEET N & OF 43 • 1 12 GA X 3/4" GALV. BRACE BAND. 1 1/16 O.D. GALV. PIPE STRINGER BETWEEN RIBS CHAIN LINK FABRIC __-----` - — — i ON THIS SIDE OF J ,d �-}" t .Ct,`T"UI' I�a�t . 3/164 X 3/4" GALV. BACKSTOP. I ACi' C� le�`Ienz�p TENSION BAR ALONG �gr x IZy C•�•til-�/ 6-� •• C4 I .-- _ _ 7-c�- TYP. AND OVERHEAD ES. 2 7/8" O.D. GALV. _ PIPE RIBS, 2 7/8" O.D. GALV. FRAME JOINT. PIPE OVERHEAD 23 8" D. INTERNAL - p -01C44 1= ARCH. PIP SLEEVE FACTO Y - OINTWELDED AT ONE END. 4 GA S SECURED H VERYXI8% O.C. TENSION BAND L-4 318 - 11 SET SCREWS. I ° /�' _ _ _ .__ - it o •7/8" O.D. GAL 4U 1'3 B <ia N TrR AAcr+-faro L4 - a �D �l� POST. oo1lNG 2�R I PIPE OVERHEAD I ? ENLARGEMENT f RCH. =� � �; — - 70-F= C GONG, &LAb— - °�����:` : .- : - -. - - . - - - - - - - - - . � • . s,. ..,.� QQ �� • G G I► ill .� � • - - -_ N I INTERNAL PP = r v �I r... ��� T .__ _ �I� � � • � �',� 3-0„t; L# E:. : �`�i'` 1 7/8” O.D. FAT�R``E V 1 lip ELDED, _;Vkv. ;:� <;::,,, ,• 1 1/2' X 1 1/2' X 3/4" GALV.STL 13/8" X 12" ANCHOR BOLT ANGLE 2 PCS, FULL WELD 5'-0" O.C. CENTERED BETWEEN RIBS. Dili TO BASE O vI V :. r,•;•:;. '• '•� F MAIN FOOTING ANCHOR. � + �.7� 1 ':'..tib,•�;,:;:;;, •�.�y.•'%+:•s:4•• - D(A PERPENDICULAR ARCH BACKSTOP N.T.S. A CURB AT ARCHED BACKSTOP 1 1/2° = 1--OM B C.L. FENCE CONNECTION AT BACKSTOP N.T.S. C ' �- DL4 ' `EXPANSION JOINT SLAC hS -ry SP FI�n Qa pL:A-4,4<- dE � � � r-•- � �. •`' J � G CONCRETE sem► J�IKT La PAVING � �_ , ' �L. (TYP,; � Sc�Ki�" '`�v`� i J I f� ►•PT p��cp_>r'I N;�, • ,` GPl•v✓ RST- (S'^t= ' J 01 3�'� �- 11-d 9 C�• I br :AI,1C . Wit , ci , y 7q - Igor 44IF1cp �o� DOWN mor^, I I fes- � � ,� � �'—-•�' �� f: POST l ' ' •i/—,-V—" C LEVEL- hSG- 1 PT MI b =I Io'UNC ?k2" �s•�t d-� li•6r 6; l7l•7 5 -;�GL°. -�- - _• t t f' r �.-4 ---� 4 �'.��' �84 �►�C7 1� F-OGF- Cf= Pots- fwnl46 �`' - I w I��� ,! I• •) \ � `�\ '� �. �� I C9 � . ..• ., ,, i r� V4r-LZ To FC)ST- PLA�.1TiNG A,l� — .7-� - I d F ' TTLn IIJ L4 qua-: Tv tx� b= M-A>( TV PRGt'A3' tom+-cin 6Nctc4AaP - BACKSTOP POST & REBAR CONNECTION N.T.S. co DUGOUT SECTION N.T.S. E DUGOUT ELEVATION & C.L. FENCE POST SIZING N.T.S. F r�i.UM 1 t�1UM s�AT IANP Ems • NOTE: ALL FENCING,BACKSTOP R E V I S 1 O N S FOR CITY NSE ONLY - + r �--r AND DUGOUT '9ENCHES,BAT- DATE oEsca,PT1pN APPAOyEo SIT DATE '�•�J�-- � � STREET ++ RACK DETAILS PROVIDED BY THE WATER SEWER 1 t' IQ LOUc• RO SDR IN CITY OF RANCHO TWFl"L CHECK 15Y I CUCAMONGA. R w 4 m nlm:>7 I AS CONST. DL�IA 5"Tg?,VoIJ'TZ7+*w'' i THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ' ,•� �,• III �M INITIAL OAT Cie_ >' t Q �` ' .7� lF �1QTE. RELOCATE BACKSTOP A1�D DESIGN LAYCOWS GROUP,INC. Eo �! hh' �� + •�/, .�' � / 1 R rAlOm"um ski. NAME DATE " ►„ t�. - (J, , FACILITIES AND PORTABLE . 'l . FENCING AND SLEEVES LICENSE NUMBER FILE "_.. FROM EXISTING BALLFIELD CITY OF RANCHO CUCAMONGA 1 c ST 4 NO. 2 TO' NEW FEILD AFTER COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I AUGUST 1 1990. PROJECT NAME �-1-I -I Gam, FOR-6w E��51 r v�G�p� HERITAGE PARK BALLFIELD EXPANSION ' �� GENT A � SHEET TITLE CONSTRUCTION DETAILS APP o APPRovEo Des DAT_ ' 2 C TY ICES MANAGER DATE CITY ENGINEER �l9lFOf CR�1F �P EiOYEn B FICIAL SHEET L-4 OF 1 1 TEAM BENCH N.T.S. G EXPANSION JOINT AT FENCE POST N.T.S. H APPROVE DRAIMNGNo. 7 DATE TY I AN EFI SHEET NO. 7 OF �3- B � • REFER TO DETAIL F/L-4 FOR POST AND RAIL SIZE SCHEDULE. I "�i k I PIS �5 x�2 man-' 0 mclvv °.SIT"�" �xr wH� , i I i . I Int T 0;1 1 • •�, c �#s..� �;`�+-�cis=, �2 K�2 _� �xz�r �-�-� �,• to 1 • o,_ o � ' •, ; 'p�. .o HMEO �' ►. arm��� _ o:o r -- r I pA��Ir-; 111r1142=4111 C.L. FENCE POST N.T.S. A BAT RACK SECTION N.T.S. B BAT RACK ELEVATION N.T.S.au C MOW -- - Y; > I vs Atlsl0w E _ - - - j • . !' _ 1 -'t'�-�1� . 4 TIF i t?t115+1 GI'�1±- � �; I;• tai-r-1'��.C� <J.rP-1= ' " d• , � � ,d•, ` � � 'e ' '- I _ � � '' ! iIU�tl- fi30T-IwG 171 ,' , III Y� I lii.14 - _ — O II • I I --T rte,. (�, �f• ,) = i i fill — I i -� - -- i #+ I � MOW STRIP AT CHAIN LINK FENCE N.T.S. (D) CONCRETE EXPANSION JOINT 1 1/2" = V-oN E CONCRETE CONTROL JOINT 1 1/2° = V-oN F _ z NC surc e(W-7Tc�F-uTFIV) , At-, 1 •4 C- 7- 1 F-wT�p To o, NOTE: ALL FENCING BACKSTOP R E V I S 1 O N S FOR CITY USE ONLY . . • .• OAT E OESCaIVT1pN APPROVED INITIAL DATE AND DUGOUT BENCHES, BAT- ��1�'-If�iG.�1i�-! y° STREET DETAILS PROVIDED BY THE Y,aTEASEWER GRO 1 ORA�N R AC I( s ' 67RAv �J- F3A&L C rJ4Te- - CITY OF RANCHOw CMECK V n• b CUCAMONGA. AS CONST. 1 , , o TEMP. OUTFIELD FENCE FTG. SUBMERGED. FOR PRIVATE USE o� o;� p � , 'THESE PLANS WERE PREPARED BY: p. p p ► �_. •ri.st - — — r i , --- !" - Fes- i ► i, INITIAL SATE T RJM DESIGN GROUP,INC. ^'N - NOTE: RELOCATE BACKSTOP AND. fHECKEO % �'" AQP U SI TO FX- FACILITIES AND PORTA 4L,;,.` NAME DATE LICENSE NUMBER FILE -r- vF- r-<>F- r my• FENCING AND SLEEVES • �� � �'`'T• • CITY OF RANCHO CUCAMONGA FROM EXISTING BALLFIELD • �I _ _ NO. 2 TO NEW FEILD AFTER �Co MMuNITY SERVICES DEPARTMENT: PARKS DIVISION EC AUGUST 10 1990. I-�ERITAGE PARK BALLFIELD EXPANSION •rti•,; : :f D• � . SHEET TITLE a . 7 •Q ... �o K°scA'F CONSTRUCTION DETAILS ENT APP O+✓ 0 APPROVED — { v c DAT •ZS' o OAMIUNTY V S MAN PATE 6 y9V CITY 4Nrj1NEER' 41- �____ 1 " TEMP. OUTFIELQ FENCE FTG. W/POST IN PLAOE. ! v S APPROVED O.b-/l/" T FICIAL SHEET OF 1 DATE TEMP. OUTFIELD FENCE ,CONC. CURB 'P LIGHT PM BASESG H ql ��� � DaArinrrGNo _ 3/4"=1 -Q 3/4 -1 -O E Qf CAI�FO� DATE 4 -,Ofty PLANtfii SHEET NO. 8 OF /.3 .4s. IRRIGATION SPECIFICATIONSJ1�1 II MAI 1, t shall be the responsibility of the Sprinkler Contractor to install �-, �. a sprinkler system, complete in ever respect, which will operate in � y a satisfactory manner. It shall be left ready for operation to the -- ! / satisfaction of the cITY 2, The work included in these specifications shall consist of the furnishing of all labor, tools, materials, devices, tests, 'permits, NOTES: \. -----`- - / YJ1lVE 51ZE G SLUED observations, etc„ necessary for the installation of a sprinkler __ � ,' aE �1 ('V (�m w, system shown on the accompanying drawings, 1. TOpOGRAPHICIAL� INFORMATION BASED ON 1^ 40• SCALE SURVEY FOR --� / �, ) Ja,l.VE 51ZE X LltJB 51ZE ' 5 D $US►G 7;r O Co E qtr,is �5�6t1;= 61 HERITAGE PARR DATED 4/23/89 AS PROVIDED �L•1 2� CITY OF RANCHO } '� -�� / / 3. All Codes, Rules, and Regulations governing or relating to any portion CUCAMONGA. �'�� :` '`' '1 r1G 1 R 11 �_ __ of this work are hereby incorporated into and made a part of these `- ---__-. - - specifications. Their provisions shall be carried out by the Sprinkler ` _ __ - Contractor. }-_ , 2. EXISTING LIGHT POLE LOCATIONS BASED ON SURVEY BY JAMES WILLIAMS, 4. The Contractor shall furnish to the CITY, a complete set of ,Record LAND SURVEYOR AS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. -- - '+'E+ Drawings" on MYL�,tz showing exact locati ns of all buried valves or — ___ _ __-- -- _! • • I o EI 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ALERT FOR other buried devices, including routing of control wiring. Deliver before -_-_`- final observation. LOCATIONS OF ALL EXITING UNDERGROUND UTILITIES PRIOR TO — CONSTRUCI'ION. ---- ,� 3 J e•e' • , ;• � 5. Any deviations from the Drawings must have the approval of the G1T Details super"des scaled drawings. EXISTING, 6. All materials shall be as called out on the drawings. .,- �, 7•- ED IGI-I _PlDi _ (TYP �. . .�• � � 7. Flush main linea prior to installation of remote control valves. —� b----- -tom ----D �¢1o, Flush lateral linea prior to installation of sprinkler heads, LL C1 - pM - - 8. All main line piping shall be capped and pressure'tested at 125"PSI. I' I —�-- I I -11 , , FINISH GRADE for e7tin hour Correct any leaks byy work shall the leaking pipe or fitting, _ SIDEWALK,culls, -�_. t y►f FAWN AREAS Testing will again be required. No work shall be covered, except for — center-loading, until' it has been tested, observed, and approved by / the Cl -- 1- //// '.FINISH GRADE "" • I.QC,lC1lJCa ,AUL(Ot� NRUB ARLA4 —'1� \ "� t J_ __ D'JQC COVPLwG YALYE ' •� r J'... .S r J .�11 �. 9. Contractor shall keep the premises clean and free of excess equipments / � ,_ ("t..—— / J BET Ftu3N IM rwlsll + { /(' , 1 �-/ r GRADE w LAWN AAEA_ { J materials, and rubbish, incidental to this work. ' / EXISTING .0 •• STAINLE33 STEEL CL.AYP •.i;•• D. Observations will be performed at the following times and w�{�uEVEr2 jr1E EXISTING ILst• r' 1 GP�sE;. Pre lS D►o1 fer ce-t �� , /� 1 �; _3�i . (� 1 E12E B LENGTH AS REO D e. Prework conference-to be conducted prior to any irrigation work, X47 / \ ) '� 1 F: `+ . >� ' i SON. BO PVC NIPPLE b. Flushing / SOFTBALL FIELD # 1 \ SOFTBALL FIELD ' c. Coverage testa � { s¢�� (�cP.42 o I 0 Bcr •o Pvc S of _ d. Coverage performance ELBOWAa _ e. Final observation t �. ? ' [; / x l �1 L" 3:H.4o PVC STREET ELBOW Contractor shall not cover any work prior to observation by the SIT`{. � � � � Contractor shall notify the GITy at least 72 hours prior to the (26- is � anticipated observation. If the Contractor calls for observations and -1 / PVC svPPlr ` SON.BD PVC NIPPLE is not ready for the observations, he shall be backcharged, hoFly, .. I i G o LANE "I SM —NG SIZE B LENGTH AS REOb ��uu / FINE " including travel time for all members Df the team of observere�involved. / s ( I I � ' 11. All work shall be guaranteed by the Sprinkler Contractor for a period fi � PVC SUPPLY UNE of one year from date of acceptance by the e+T`�• I O I i IWISON.40 PVC STREET ELBOW \� In"U'LONG,AA OR A3 SITE ....��; i.~ 1^' \ r- 1 — _I NOTE,USE TEFLON TAPE ' REOVIRES / l �'� ON ALL TNREAOED FITTING KL LAW 19 §rV1�41KAR HELP - EXISTING LEACHFIELD RISt%t?- �EtGLK Y/�L�tE. � / �.• �_ `!'__ O ---r-f I f..1„'— _ � � � I r.+ � I/, � ��tp Df i_• R VY, NIS 11IIP101, ric, Asa 00 1 x 1 F - _- ► �-- v jD O ALLOW �t MI1� f )✓ � ,r _.. �, C_HE GK �A LY 'A 1.ATLt� - — - - - I%4 1' �, •J 1 �'` .�� `=t1� -� Ild ,' -,-- �►�� � -- \ ' -=-- - EXISTI I I I I i I EXISTI 5 - - O -- �• I I I I - ll� EU: r�t ( - �i TYF'i- Kyetv�-�tr�z� ���•�� >�r -� SOCCER IEL �, # 1 SOCCER FIELD #2 Is, </ ��►— --- - -�-� - -- - ----- —� 3 _ / I \ 55 - � L (/-A \ I I i �' o�'� N —— —— 1 .� A 7 ____Q� — . , . - 7t - 1 02vI _� 1112 77 ��— ---- --- - - - •,,(( 1JY 1, t 1d ,� - l X SCALE: 1 30 1830 \--��"' ,,�._,•- t �-.- ' _ __.._----•-- � \ A.- i �•• ,,- — ._.. I - 29 a — _ __V._•. � — R E V I S ( O N S FOA CITY LISE ONLY LLL SITZ C,0gV_I L0W5,LI TQ Tg $j DATE DESCRIPTION T' �1L•ul�� `lrl SEK�IG�S l31pK — APPROVED wlTu►L GATE _ / L16H'( � aNCa112D�, E�G; 1a>:? AN oE35Tt2ilCTYDE� 0 STREET 27 _ c--=� ------ o V� f I /`` IEC4 N1? HAL.L. �E A�TLJ5T- Qi�1D OR RELOGAjEI? A5-Nl<� � ��I WATERSEwEA L aVEtzA6F_ WITr OT I5XGESSIVE OVERT -Dp hipT XLt��D S�Qu U3 �, cao a oaAl►N 1<� l.IEG ESSA R -TQ-;ZE L E__Z1K Z1L I _ TPIAFFIC � Tl�Iz aF'1�j1�KL 1�...1�_�-C�-� o - ��..- �' �/ _4Hd►,lGC W ST tJv1T1oO1J r2aTT sH��L��T�.i � dY FOAL CHECK �,Lt 2l ,825 A - �;- JOG PATH _ C1 �I�►L F_� F_t11�_E �JrAft f_ P>zson o 15WA 79E�� A W L��� ��� a -- 5 A 2F_ P AEa tL Lr APnWK 1�lA E _A AS CONST. \ . \ d, \ �� •' / / ti tr A LL P1p11.1& HALL t� W STALL D Iii L.by FXL 0 R5I�LE To LV 50 - - - - -- _ T�tESE PuwS WERE PaEPAREO BY: FOR PRIVATE USE \\ - — KLElz 1•�DS. 5�''JcGi�lEt7�,t?E AVA1LaDLE.lk�. �p�B Y RJM WrTUL DATE H`Nt��, HE A AI?5 Lgs � � dYIP_� - DESIGN GROUPS INC. DPAWN \ — 7-•, i - - -- - - -- - - - - - - >�jG 'UN IZ Yl}.tG-3I-IAL !< 5 wu.WENALW rte. GM"Nwer�� CHECKED / �GIFICl4. L- L��, Lt.S l�l� f K E1Z J KtJS-1 k+!_p_11 SHALL -�Lf�d r�. NAME DATE -- 7r- -- - - v11•I Ot 1? Y�J b 1 �- G ALL bit2�_ W0- T H ���Q 1LL.-- Q; • LICENSE NUMBER FILE •� N I _ - / /y >-COTE~za T120>_vas - xAt� i_ �t2 a�t�� - t�aLLI vrni--9t Tek- 1 - ' --_ F - LbT � _ �M�OW M d F � U:_- FW `351 �= ;rte— CITY OF Els � s 4 rr I:, , RANCHO CUCAMONGA - L �E "> 1a& a ��zlt COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Hb __ - --- �"p »- �� ,.Q � IT� .�_ AL1 gSL t,LTI- C?J'� �s✓ PROJECT NAME ® � ��1 _ � 1L� LQ�I D __A�.IjT=�1ZAIE�yALV��-�"�LI _�.>=.i�ZlII -- ---- " ' ' - --- - HERITAGE PARK BALLFIELD EXPANSION __.._._. •--- __---- �-,--.._--" ;a v -�.; i2Xse, Y f ALL EXIS • C.oF�L71 ft'- F,J1 YELL_ Z7J SrIEETTITLE 12� ti --De. IRRIGATION P �>I��� xls L� . . -- LA '�' t� 11J� 1Dt7 MAGE 012 �111�D._t?� GE�_ = ILI [f+aFAt �Rt2t >A1D LZJ1d T� Lt�l-_Z + -j2� L� ;gltZ�!'L7 OLE- VC ED APPROVED �O /. DAT T S MANAGER DATE 6 90 CIT Y EHG INE E.� A IRRIGATION PLAN - DATE FOAL SHEET L-6 OF 11 PLAN PREPARED BY: LANDSCAPE IRRIGATION DESIGN �°t DATE - TY FLAMER(818) NO (818) 246- 1443 SHEET NO. 9 OF 13 ` - B PLANTING NOTES {� -- }. TURF GRASS. .SHALL .BE INSTILLED FROM SEED AND CONSIST OF THE __ �- --'- -- --------- - FOLLOWING• s `OM1'-` �.J `- `----_- .-._,-- _._- - j •f •i 'i - _ '` --- -- --- . , AREA 'A' (AS DESIGNATED TO INCLUDE OUTFIELDS AND SOCCER ------------------------ �- r" , �- —.• ,,� -- _�- . _. '. OVERpo Y• ) INUMEX SAHARA' BERMUDAGRASS SEED @ 3 LBS/1000 J S.F. CONTACT STOVER SEED' CO @ (213) 626-9668 ----- EXISTING �- _ i. J -__ (AND PjROVIDE THEIR ADDRESS AND CONTACT PERSON'S (TYPIG •� ,, - NAME) . ' AREA 'IBI (AS DESIGNATED TO INCLUDE ALL OTHER TURF -ARE,"4 ) . ' o RYEGRASS: k • -PENNYFINE 50$ 20$ , -DERBY 50$ • ' ° BLUEGRASS • �j'. . • - -RUGBY 50$ 30% i •- • -DERBY 50$ BE ' • r ',• �' I `1 o DAGRASS 50$ EXISTING THE EARTHWORKAND SOIL AMENDMENTS TO -:BE ADDRESSED Il+ SOILS EXISTING x 13�� r G ( 2 . / SOFTBALL FIELD # 1 EPORT TO BH PROVIDED BY DR. GEOAG 5CH ITZ OF DONALD EBERXkRD r. 1 SOFTBALL FIELD # & (ASIDE: MAINZSENANCE IS WORKING ON EXECUTING A �� <' x t �; `��; , Q PR ASSOC.\ ESSIONAL_ SERVICE AGREEMENT W/EBERHARD & ASSOC. .. •'i \ ,Y I TEMPORARY FEN G AROUND • •, . . . _ /"- PROVIDE • _ X . �0 . 0�1TER LIMNS ATT 'O CONTRUCTI N -- . %. , • . _ ;. ,.. _ UGH MAINTENA�t t PERIOD. _ ----- EXISTING LEACHFIELD 'EXIST I ;.l , EXISTI G SOCCE IELD # 1 ,_' SOCCER FIELD, #2 CJ </ lo 51 ♦' • y- 4.1 -'.`-- - SCALE: l' = 30' z R E V I S I O N S FOR CJTY USE ONLY \ \C- 2( • • , / `� DATE DESCAIPTK)N APPROVED WIUAl OAT[ •,�..� .' , TitAiilC � \� • ,. ._ '`, 26 `♦ ` / FWAL CHECK 1825 ;- JOG PATH _______ AS CONST. - •,\\ ._� ` / �1(� THESE PLANS WERE PREPAREO BY: FOR PRIVATE USE RJM INITIAL DATE DESIGN GROUP,INC.. DPLAM \\ `X i 1 V �� 1 / \I .+�eow AM t NDOCAN ANCOM sU CHECKEO '\\ M - - ._ - - - -- -- - -- - --- --- - - - - - - / _ �p�NDSCq�,�, NAME DATE X 1 16 . "` _ - '`�,Q` \�� GENT,hF,� '�•� LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA O / p COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME s � HERITAGE PARK IIALLFIELQ EXPANSION \ qlF 0 �i SHEET TITLE CAl NOTES PLANTING PLAN DF- 3E 3E N — APPROV, D APPFANEO _ _ .,.. 1. TOPOGRAPHICfAL INFORMATION BASED ON 10 40' SCALE SURVEY FO ^ CUCAMONGA. PARR DATED 4/23/89 AS PROVIDED BY THE CITY OF RANCHO - — _ I _-- o TY DATE 0 GTYENGIrEA � 2. EXISTING LIGHT POLE LOCATIONS BASED ON SURVEY BY JAMES WILLIAMS,' OJ1T LAND SURVEYOR AS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. APP%OVDATE EO FICUIL SHEET L-7 � 1 1 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ALERT FORT � N T I N PLAN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIGR TO A T� Y PlAM1ER � NG NO 770 A PLANTING CONStUCTION. — - SHEET NO. /0 OF IJ j SITE PLAN NOTES s 1. The Electrical Drawings, which constitute an integral part of this contract, serve as the working drawings and indi- _ ------ , cats+ the general layout of the electrical system. Field verification of locations of existing utilities on plans is required since actual locations, distances and mounting - �--- --- i --- heights will be governed by conditions 2 . All work and material shall be in accordance with appli- __ 21 i Zai,2�i�Z l i L�'I 3��i3,�i 5 � ;..�- - -_—___-__--_. '.'---•._.__, � �� -- t cable codes and governing authorities . Nothing in these 0,- 33*8 r 14 �NP. - - o -`""�--------.— - ---- _____. plans or specifications shall be deemed as permission to ' �� � �10 + I �10 GAJ D. �. .- -----_�.__.,�_,�.� -----_.__ _ --� ( � t -- "�---- ---- violate these codes or authorities. I --_ � - --F 3. As a minimum, construction shall comply with the latest --� �Y �' + j �t -'� adoptedNationalElectrical Code and the City of Rancho __E_XISTING (_ 1 Cucamonga Electrical Code. LIGHT- 3L Ty -� �'� �-� 4 . Repaving is required after backfill, match existing, Ex STI q �. materials. Provide yellow warning tape at 12 below grade. CONCESSION C� 3. All trenching, backfilling, and compaction shall be in 1 RESTROOM - accordance with safety and building codes and per soils r) (�-- 1 -- - -- - report recommendation. Cautions Existing gas, water, ,. BUILDING - _ _ - �_ sewer, irrigation and electrical lines. f Conductors shall be 600 volt insulation type THWN/THNN 6 . EXISTING, EXISTING copper. r /N E t� zoo A 1-1 P. f I -�`� ' �� x I �; :34 . C I f �coc�GT EXI,I �4 7 . Underground or underslab conduits shall be PVC schedule 40 _ SOFTBALL FIELD # 1 i SOFTBALL FIELD # p' aT��g�� 2E unless noted otherwise. Conduit above grade where not Q 0 of exposed to severe damage shall be EMT. All other conduit X I �' 2,1 ' shall be IMC or rigid galvanized steel conduit. (� 8. Conduits to be minimum 310 below grade. EX{�TI� M�1(� LMcTFz- MDP , 0 9 . Splices on conductors #8 or smaller shall be Skotchloc / ( 0 d spring connectors and for larger size cables use solderless I connectors . I. - �''� 10. Splice or pull-boxes shall be NEMA 3R with MYERS HUBS where legally permitted and equal to Crouse-Hinds, Killark, or Pyle-National Provide plugs for spare hubs. Provide 11"x17 ° concrete pullbox , w/traffic cover: Intercept existing 'l 1/2 '" conduit. Pull back existing f \ I / conductors from pole base to new pullbox. Reinstall X �IJG ' �' existing conductors . ' g Pull ne 4#8+1#8 GND and 2#10+1#10 GND AWG conductors . Underground splices not permitted. ti 1 1/2 "C-7#10+1#10 GND. Add 4#8+1#8 GND and I� i$ q 210+110 GND new. 1 1/4"C-4#8+1#8 GND and 2#10+1#10- GND. 14 Existing 1 1/2 "C-7#10+1#10 + g GND. Add 8#8 1#8 GND and i . 3 13�: 5 \ I 3#10+1#10 GND new. # f I EXISTING LEACHFIELD / 15 3#10+1ni0 GND new. 14#10+1#10 GND. Add 8#8+1#8 GND and Existing concrete pullbox. Provide new homerun as \ indicated. Route underground then up concealed above ceiling. Provide 11"x17 " concrete pullbox w/traf f is cover. Intercept existing 1 1/2" conduit. Pull back existing conductors from pole base to new pull box. Reinstall existing /� I I I ( I Pull new 4#8+1#8 GND and 3#10+1#10 GND AWG / I ) conductors . Underground splices not permitted. I /~ � - - EXISTI �' I I I I EXISTI G _ I \ SOCCER IELD # 1 ' I I �~ I SOCCER FIEW, #2. . BASEBALL, , ' j I I III < NOTES. F I R S �_l ___--`--�__ 1. TOPOGRaPHICIAL INFORMATION BASED ON 10 � 40• SCALE SURVEY FOR �+� - - HERITAGE PARK DATED 4/23/89 AS PROVIDED BY THE CITY OF RANCHO / // — - a CUCAMONGA. Ile !/ ` //� 2. EXISTING LIGHT POLE LAND SURVEYOR AS PROVIDED T 13Y THE CITY OF RANCHO C'UCAMONGA IONS BASED ON SURVEY By JAMES T.T.7�xS� . -POLE "A1"• �$ / 1 �� - � \ !Q. / \ \ 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ALERT FOR \ 1001 LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO h� / CONSTRUCTION. 31 -- / 1 351 \.Iool I +lo • ���'� IZ �� ti -POLE "A2" ��� �P�I-4.• �� y �IOC U P r -.... -• �.. t•- �-- �2�31 " SCALE: 1' = 30' z \ �...�-.••� \ 1830 . � �-�-- R E V I S I O N S FOR CITY USE ONLY \� 29 `" ''��� GATE DESCRIPTION APPROVEO INITIAL OATS i \ / � 28 ' / �� \ `. P1aY i'r'.o I exoP6exI� ODDS i,�, STREET wATE27 R SEwEA 'k TRAFFIC OAAIN 2-6 lo, FsNAL CHECX 5 JOG PATH _ --__ RW \ \ _______ '�,` `~-•.. 1825 :� AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 1� -�--_.. INITIAL DATE \ -- "-- RJlei DESIGN GROUP,INC.. 1 I J� S It! / a� r�ira��►u' aKTURS i. i. CHECKEO \ -----__ - - -' -}.•- - - ~ -__ _ ►GAME DATE - - -- - - - - -- ---- --`- -- - _ X I 6 -- _ -`., / `� ,K LICENSE NUMBER FILE 1� CITY OF RANCHO CUCAMONGA !0 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION HERITAGE PARK BALLFIELD EXPANSION SHEET TITLE 'cal s`aEL ECTRICAL SITE PLAN 4 of r A��� ED APPROVEd-A ct,- - D ' � --- - fes-- - IDALE IKARJALA ANO MSOCIIUES, INC. E TY V MANAGER DATE (o y d ETY NGIN£EA •-- ELECTRICAL ENGINEERS ED _ 3185C Airway Avenue DATE ICIAL SHEET ELECTRICALSITE PLAN CoMesa, CA APPROVTels RWE NN1QF 71� - - DATE PLANER � SCALE: 1 30' -0 SHEET NO. I OF 13 �X��T��� M�T�� r IM,s.I� u M v P u z7�/��o v, �� , 4►� 2�- �?00o al� . SYMBOL LIST MOUNTING evsiziry PANEl. 11 1 1 MAIN (-u� o�L-Y r CAMP t C `Iti1/�) l WIRING CONCEALED IN OR ABOVE SURFACE RACEWAY WITH OUTLETS 12" • _ CEILING I O.C. LION E""'f VOLTS PHASE _ WIRE BU$ 22gAMP I �� y ^�__--- -- ----� -r -J I WIRING JpeeCgFr9di­lD CLOCK OUTLET WITH CLOCK TYPE AS M C M I I �M� -� I I I I - WIRING EXPOSED l7 [V INDICATED, +96" LION WATTAGE L R I B I I 8 M R L WATTAGE I � t � i TOGGLE SWITCH-SUBSCRIPT INDICATES LOCATION T E K K E T LOCATION `(n�� �a I I IGt�,dGs HOMERUN TO PANEL`BOARD CIRCUITS OUTLETS SWITCHED, +42 UON �A B Ci G C C R C C R C C Q A B Ci v r 4d0 i I ,�� p�FLA E acl�l�� Ic�.aMp '� P�+-E -Ip?GJrr AS NOTED 2- 2 POLE P- PILO? LIGHT Z c}G+Ois ! I I cEXiGt) � -eco,AMP, 3 ro,.E GIP-v�1T �'AK-P-P- CONDUIT TURNED UP 3- 3 WAY D- DIMMER �I 1 2 1 4 rv� y% I �- CF�CI� � ) 4- 4 WAY MC- MOMENTARY CONTACT \h- I TAT I I Cr'1aT�{� P�I�Tif�c�) CONDUIT TURNED DOWN t- KEYED N- MOTOR RATED ge✓I" 4�4a 4 3 4 5 1v, I x 1 I I 1 ¢ g 6 9 �i40 I �, I \J1 I I I I I I T TELCO CONDUIT 3/4" UON MOTOR OUTLET DATA CONDUIT 3/4" UON = POWER OR LIGHTING PANEL 7 8 ;' ��/Z I 4 I FA FIRE CONDUIT/WIRE ® MAIN DISTRIBUTION PANEL ---EX--- EXISTING CONDUIT [� DISCONNECT SWITCH - 11 12 � I , �Z P��` I�j-hGCG>✓f� 2320 Z 2v 1 13 14 O 1 3 3 '00 GE F�I�i�cl 1�,4M�,� Po�E G��T�To1L 2-/12, 1/2" (3/4") CONDUIT ® MOTOR STARTER, SIZE AS NOTED 15 16 '� ;moo I I [��Gpl�Jl'�'�'TTo pc�Tll�lci co�lTi�l� 3-012, 1/2'" (3/4'") CONDUIT � COMBINATION DISCONNECT SWITCH AND MOTOR STARTER, SIZE ASNOTED 4-012, 1/2" (3/4") CONDUIT 1'] 18 'tj '�}� I �� i 0 TRANSFORMER X320 'Z 19 20om? I ## 5-012, 3/4" CONDUIT PUSHBUTTON, +48" �- I -- Ifjj+<--- 6-012, 3/4" CONDUIT 21 22 /'3 '}�{� �_� C 0 �" I BELL LOCATION, +96" 8 PULL 2� z2oo 2z 7-012, 3/4" CONDUIT STATION. +4223 4 % 8412, 3/4" CONDUIT BELL LOCATION" , +96" 25 26 , I 9-/12, 1" CONDUIT ® SMOKE DETECTOR a2- X200 2 7 28 - `, I v z 29 3 - I i ABBREVIA?IONS , 2zao z 31 32 AFP - ABOVE FINISH FLOOR rx 3 t� - O LIGHTING OUTLET WITH FIXTURE CB - CIRCUIT BREAKER 5 36 - To I,}rl L.rrY Ex IyT I r,1c� �1 10 AS NOTED CO - CONDUITONLY Po G. t.oAa P � " i1 II EN - EMERGENCY BATTERY PACK � �i FLUORESCENT FIXTURE EPO - EMERGENCY POWER OFF 8 -" 9Ps�GE Ir rl �61-s ¢�Go�IEc'T GFCI- GROUND FAULT CIRCUIT 8 4 - E,xlyT�1��1 � 1 � G1 �Th` 7Th BXI? SIGN WITH ARROWS AS INDICATED INTERRUPTER 41 42 - -(moi. y 2�i2.ri AMS IZI.oA I I1.5A /1 FIITURE TYPE JFP - JUNCTION- GROUND AUL? PROTEC710N 3A 13� IPTOTAL NUMBER OF WATTS LV - LOW VOLTAGE TTS: OA= 3220 0B= �OI�lJ7 OC= �j01�l� �I'1F+� I`}4 SINGLE RECEPTACLE, 120V, 15 AMP MLC - MIGHT NLIGHT RACT TOTAL WATTS=( �2Co�2 AMPS= 111.E LCL= 13 .2 �r'ir� I 1 +12" UON PC - PHOTO CONTROL 1=xi�Tltic� LOa� sco T2GL e_eLaY To � � rl=D. I ® ® DUPLEX ?YP - TYPICAL RECEPTACLE, 120V, lS ANP TCH UON - UNLESS OTHERWISE NOTED o �oI,E,�sl � "(}�FZoI,� f✓�I�YGM�T�� 1�11 � DOUBLE DUPLEX RECEPTACLE, 120V, WP - WEATHERPROOF 15 AMP +12" UONTLEPHONE OU ' ® 1EHOLE COVERAtCONTOBOX ACCES- SIBLE CEILING. +12" UON r SINGLE LINE DIAGRAM DATA OUTLET, 1-GANG BOX W/ Q b ® 1-HOES COVER A 3/4" CO TO ACCES- SIBLE CEILING. +12'" UON ° t'J 1Q ® JUNCTION BOX (J-BOX) FAI HTING STANDARD POLE SCHEDULE FIXTURE SCHEDULE MOUNTING HEIGHT SPORT LTS. PER POLE 120 TYPE LAMPS VOLTS DESCRIPTION MANUFACTURER I AJTo moo' �o r -4{--- --t ----..� �—__"�._— a h I s � I b `ThlotZl��c=- i I- -' '4 L.—-!j i ----b —J—� Gj exi�Ti�G ��Y p&a- aE>;t - -- - ---- !----4 • Fx PA} IoT1 o li21,2',3,25,27,20>, I R E V I S I O N S FOR CITY USE ONLY GATE DESCRIPTION APPRG/ED INITIAL OAT ri-Y ISTREET WATER SEWER GAO a DRAIN TRAFFIC FINAL CHECK RW AS CONST. LIGHTING CONTROL DIAGRAM THESE PLANS WERE PREPARED BY: FOR PRNATE USE RJM INITIAL OAT DESIGN GROUP,INC. DRAWN MAW04 AM LUCOCA""amu CNECKEO NAME DATE LICENSE NUMBER FILE 3'0 CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Nr >• 8 ! PROJECT NAME HERITAGE PARK BALLFIELD EXPANSION SHEET TITLE LIGHTING CONTROL & SINGLE LINE DIAGRAMS, SYMBOL LIST, POLE, FIXTURE, & PANEL SCHEDULES . APPA ED A?PHptiIEC// (DALE. IKARJALA AND IA SSOCIATE3, INC. DAT C TY ES MA DATE (� CITY ENGINEER ELECTRICAL ENGINEERS APPROVED 316SC Airway Avenue DATE ICTAL SHEET E'er? OF 11 Costs Mesa, CA 92626-4601 APPROVE Telepbone(714) 751.1851 DRAkym NO. ' 77a DATE TY PLANNER SHEET NO. 14 OF 13 M ve%F l ?"f/k --700'r., r� PjL 0 ix—�(1- dolE O� , �x- f�Ec l�er�.,l. �EFoiLEs ��LA.AT,o�, p�ti� -rtll� �Hr:a-r y.ISL D6D IIJ POLEV �LLT� X�eld �alf .l I)ci P I x-rtJ rye o.�PPav cn� r��,�v� �oLEh , jrrG�T , �i.l�PowrGi 4.A L V, PiAG�E 0 0 ri I�15� �izat7E e,- ---Ty I-�.M�E�" 9 0', e • o l I e ., ••� GLI I7G� JOE GnJ P�T� I cGt1J,44TITY -Z DIz `,� Ga 1tzoG�(D� *, riled �IDB .TdT�I, of PdD�,o,� E � I I) Y f � �IIFLG>q'V I' II I I I GAJ L I- AA T�FL �O I re-l oct c4 i� Go �La.TE p, a I-s\/AT Io t II I I 11 GG� rT" I, FizoV VE PIZ? �% aw. Ft.a-r ALL LJ I rz4 H ff(G/}�1 E �DI�GfOKh � P xL.P) JIT( 1 0,-(aG' !.o j L�frv" rr �F� �Iy FIXTURE SUPPORT DETAIL NOT TO SCALE F0T pi��-F1 FillcTYP) - M �J rr A • POLE BASE DETAIL NOT TO SCALE �po�-r LIcTI�r i �wr Llc��r INDIGATE� GII'1lill Z I 21 Pole �a.l' z7 z7 I ��LE ,l,Lli t7G�all,� Ah yI>;{ ED , eTAL `roi.,lafZD T"E rl�lfl�. its OLSlow �� �D Gof.I�IEGTOFt �-�- Fes..-E t1I:IG�HT�� POLE ARM DETAIL NOT TO SCALE 0 a . i . � � a R E V I S 1 O N S FOA CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL OATE STREET wATEA SEvvEA GRD i ORAW TRAFFIC FINAL CHECK AW AS CONST. POLEDETAIL NOT TO SCALE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE RJM INITIAL DATE DESIGN GROUP,INC. DRAWN M4M"'M UNIMC'N kbcwnwnm CHECKEO NAME DATE LICENSE NUMBER FILE Q��FEss'0N9 CITY OF RANCHO CUCAMONGA F`��o ti c xa�JgllFy COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME No. ' ;; HERITAGE PARK BALLFIELD EXPANSION -� SHEET TITLE DETAILS F Of C 1001� AP ED APPROVED r - IDALE IKARJALA AND ASSOCIATES, INC. D&E fi C TY ICE M!2E oATE(� �� CITYENGINEEA ELECTRICAL ENGINEERS ED 3185C Airway Avenue DATEOFF AL SHEET E_3.r OF 1 • Costa Mesa,CA 92626-4601 APPROVE Telephone(714)751-1851 DRAWING NO. 7 DATE CIT PLANNER SHEET NO. 13 OF /3